The URL can be used to link to this page

Home My WebLink About99-8983 BUILDING PE,RMIT CITY,OFZEPHYRHIlLS (~,'{{ll3)788-6~!1---) Permit 8983 Date 11- /2.'- 99 ~~~'I~ EL~' p~.. M~" Sewer Conn Water Conn: ~opertYown"'17/1? (ji:t~~1~f' C'~, Job Address: 7. . Parcell.D. # 63-':;,.- oJ/- 0 % - / 1c!L tJO - f) O"fD Water Meter: T,I.F.'s: Zoning: FINAL C.O. /2-0- 9 DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Valuation or _t::). ,/7 ~'l' W Contract Price ~ ~ V City License Registration # -1-~ State Certified License# j C::~~:;~~YS Company Inspector !fr 'm q (l;P;- \ ELECJ:RJt;~ .-'" Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Address CTelephOV ? )--7- '-1 SS-- t ~d3 =r-'~1:l BUlL PLUM~."" -- MECHANlr^ b. - Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer 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 ($ 25.001 shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTYENT DATE RECEIVED PLANS REVIEW FEE ,[)....,/Z c.J}...,.s) J. r';""l"f;J(1-- II~-" jI"/.Jt<I/f.. /1 II- (' Gfl-t:J v;n f3' ~ Irr t. C. OWNER'S NAME PHONE JOB ADDRESS &0)7 /-.J.,4 {2Jl} 11 '/ S T ZIZRJl/~1/IiU5 I rL,;. 33')4/ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # O? - Z~ r < I, OOt 0 - I( 1-00 bD4D (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: ~EW CONSTRUCTION DADDITION DALTERATION D REPAIR D INSTALL D SIGN D MOVE D DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING D COMMERCIAL DMULTI-FAMILY D INDUSTRIAL D# OF UNITS D SWIMMING POOL D MOBILE HOME ~THER DESCRIPTION OF WORK CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL y M/~'/..; f3oy'5 A/.,I/ 1'1! (Z CJ (/ r c )~ r- r 4 ,... } 0 VI2 ^ /' PAi!12 ) Ji>l-f)r-t , I ~ )i 3t7' SQUARE FOOTAGE 'J ,",0 HEIGHT '7 ' BUILDING SIZE RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. 4j51'~Y- PERMITS REQUESTED dBUILDING $ 2.) J S- 0 VALUATION OF TOTAL CONSTRUCTION D ELECTRICAL AMP SERVICE D FLORIDA POWER D W.R.E.C. D PLUMBING D MECHANI CAL $ VALUATION OF MECHANCIAL INSTALLATION D GAS D ROOFING D SPECIALTY D OTHER TYPE OF CONSTRUCTION: D BLOCK D FRAME D STEEL rn<<)THER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES ~O SIGNATURE ~~ J-~~ y COMPANY T/ r"VTl/j STATE CERT OR REGIST CITY PROCESSING # U /1e ~-7J # 6.(J-CO'-l77/;;J. ~~ BUILDER ****************************************************************** SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ELECTRICIAN ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE **********~******************************************************* SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # MECHANICAL ***************************************************************** SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # OTHER ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to ~deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsib~~ity for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s} sign portions of the ~Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the ~owner" prior to commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _day of by acknowledged 19 (name of person acknowledged 1 Dwho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or o who has produced (type and whoD did 0 did not of identification) take an oath. Dwho has produced (type of identification) and who Ddid [):iid not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped POSTMASTER tiii:!!!!J!!f UNITED STI.1 TES ~ POSTI.1L SERVICE City of Zephyrhills Building Department Attn: William Burgess Mr. Burgess, Pursuant to our agreement with the Pinecrest MHP. We agreed to purchase and install CBUs for the purpose of centralizing mail delivery in this park, if after doing so they install a roof structure to protect the equipment and customers from the elements. The equipment is installed and we are now awaiting approval and installation of the roof. If you have any questions concerning this matter please contact me at the Zephyrhills M.P.O. at (813) 788-7710. ick C. Renn Supervisor, Customer Services Zephyrhills, FL 33540-9998 38032 POSTAL DR ZEPHYR HILLS. FL 33540-9998 813-788-6818 FAX 813-780-8291 T-149 P.02/02 F.992 NOV 10 '9910:21 TO-1T277993314 . FROH'SIGN.AT~!.E ~:.. . -......., ",_jh'''I._ -.. f "'"7.::;\..' · , t"'''' 'j" \ ';",';: .... 'i It ",; I \1' ,I ~f.ij' ;~~, ,- ~,J-~.:~....: --.-r1..~ w~. ..r: · t'. ': .:.: I. . . ..... . . :.~ :.: t ~ 1 i ; :'. ':':... .~".': ~::'..." .. , .,... ... "it: 4.:. \. . . J t ,F.. '. .,. ~ \ \.;~,.. rj at.. . . t.... .... .. ~ ....' ,:... .o' 0;,;.... .' ., 'j~J' ;,1";"" ",. ",', ~.\f. ..:..\. tf" ......",.."" . ". ~l ' .... '/', ". ~ , ..." . '. . . &~. "". '.. !,:;.1.~,.1i':1 i~!8"-4'.v.!;t.r.~:ti.~.~&.t'~t\~;:.',.. I ~ ,:' '" I' '; . ",..' .....~1:;.. ."",.itl'~i.'f~:b':' ','. ','- '~:'.~~f ,~ '111'\~1.t'~' "I'l.t4t'~[ I ~~L'\l.'" ~~,... , ., "i ',' " '.,It' r . \. '-.' "l'~""..' ", r.-.,.':' .,..... ~ ~~~r-lf'il. ' [I" ..:~. ")!'~,.;~jJt.. t~9t 1~f~'~~t'iiJ:P';l'!:'~~~~. ~!,.~ '. lor. ~.. ~".:"l_ ~', ..... . ~~:j, .(~ ~ (. ..,::. t...~f.'~!t.i') , . · :II ,.,"..,.. ~ '.. ~ .:t4: . llll-"""I' '- .!&,. I . .'" &..A'. __ l" 'Y''': 'f.....,:.. . fl.' ,: \.~.. .'" ilji".. ...... .... .... ... I ~, :. vI" . ~~'i ..,.." r _ .~ ..". ........~ t1. ,. ~. ~It . ,. .... . '" .~. '" . , . ..~.\~ . . . ~ . ." . ':........., ".,,' ,'" ,.#. IC. .......' , ',~, "ur'il.aa · .... · '''.It\!:~. I,' .:. \ ,\ '110I -<II ,.' '. ~ 5\ . ~ ~ -I '. .. ..... ~ -.... . J , · '.. ", t.' i... znt'-IJ '01 1_ ~ 10' II:IQV I . · · .... ~......, 1'1 - -.-. · . . .... . . '. . :~o. 10',j rOI ~OI - ," " .' t; '01' _ _ _ . :.,.V".. I' .... '0' lQI....,; -1':(; I . ..' ~.:. .. '1, . ....... ~I ~I - ~4li ~ . . .,,'/~' ~~'i~t." ;.~ (. IU '1-' 101 1J~ ,rr-:- -.""'; i...... ~ I \..,:,:" . -4t11l. .' LL-lla-W-....:.._ I 311M . .) ie'l .' -I/- fll _I I ' 1'1">>. II'" . . .. .' I ..' , rr' I .. It :~ ' . ~."" .,. (" - - II '!I aia ~ ' ... - . I :j '. ,...: .' - 'IN- 'U :i -:....-~, "" . 'I. _ ' - -,.- - ~ - - --!!!:J' f ""."--,.-. - - - "'.. ,'''I , "';""i .. J - .. '.- ';. q;- ... ilt-I -, ~. . : < " I ' ~ :~:.' ',:;'::' ,;- :'. ::: 4;. -'~ _( ',,:.., , ':-1 · ...!.!~ _ I'.l~" . 1m -;;; ~'I n 1 ~---. I ;nU;MV I : .: l' ~~~. ;,1 ;~ J In ~ -,;' "l"- . ~; :.~. - ""7iiT Ii~ ,n I In I.';" ~r ,~ : .. - I ' u. -.".;.. f ~' ~ta' 'Oii' _ . I t . .. - -'1'-. , . .' ,', . _ --~ ~.JJI, ~ _~,~..~ I ~,I -1;.1 .~. . - - - '...:.:....: -t- - -... o;a~u~ .. pI"': -If 1 '"':' -:' -.1 s:t'~ \\r==--1 ;;~- - ~ ~ - . · ';:'" · :-~! ~.~. J ' ~. tll In ' . , . · ,':; J '. .' ~It):" i1 - - ,.: · _ ..4..'."'\1,,,,,,", .i .. ~ _\ . I. . ." 'c ;t,el .. ~ ~ ~ ~~!~ 7"411 .!jb;t~~a _I" '3nN3AV .j. ':~ . '~11.1(/ v? . " ~";: I~~ 10. ~ "n. 3u!Ph ==f ....:.: d.l'q '111dl"',S .- . t1\ j ~ I' ~ ..., ~ . ....., , ~H ... ,-<, ' ....... _~ ..1 ~ I . " . ' ;>: · Q<: . ,..I!!''::'' . ." or ~" .1J'u ~ ',.. ~ -.' t" ~ .' . '. .. ~-:::-:-. . l )--~ V o 1..1~lIIn I ... - III....,., .,. ~ - r:-1I . :". '.'. .t-~ -f;f!i ... , .",'';. i~~_1 .' -' - -1- - -, - ..,..- - ~.t-! 4..- '" I-,on,. -:-n: .. w. _ _ ~ ~ I .,: . ...:...-1.. '~ r: uC " ~tI~l.~V '. ~ .' j , , t. "' a lit In .., -;t- ~. - . r- · ..... ~ ' ~.. - -: . r' ,J . .' j , . - · . . t; "'.... ~ .. .101 I ~ . ... " . - . . ... · ' . t I ....:, '..' l '.A.\..' ...) , ". · ,:" I..r~:-. J :.~ _~1AW :-- ~.. " )::JRJnt ) 'j: ; .'. · · T ......' 114814. · ." ~."J ,'~ 1-,'< ,'\~\': I :q"1l1 . :'Il S 1.-:- r 1 III . .. t.,1 'I. Ji I I . , . \ '. w a:: :;) f- U :;) a:: f- rJ1 f- rJ1 o :r t:l z i= rJ1 X W I I I 1'<>--- I 11 i-=---- , I -- WVARIES ~ f [! I ~!]i I rJ1! I ,~~jlL I I rr===i ! OVERHANG VARIES w a:: :;) f- U :;) a:: f- rJ1 f- rJ1 o :r t.:) z i= rJ1 ~ i ~ I 00 NOT SLOCK FIRE EXIT WINDOW 2. ~ FRONT WALL SEAl.. SELECT 'l' FROM TABLE 2.1.1 AND I OR TABLE 2.12 USE 1.' = W/2 > OH. VARIES 2. ~)' MINiMLlM SEE TABLE 22.1 AND / OR TABLE 222 ~ ANCHOR WITH HEADER CHANNEL WOOD FRAME SHED WITH 2 ~ 4 PRESSURE TREATED PINE PLATE ANCHORED TO CONCRETE wrm 114' CONCRETE FASTENERS AT 4'~'O,C. '.IID-SPAN SEAl,l SELECT l FROM TABLE 2,1.1 AND / OR TABLE 2.1,2 FRONT WALL BEAl,l SELECT L FRO!.4 TABLE 2,3 SHADiNG TYPE 11 DENOTES INT, POST '.lAX. ROOF AREA TABLE 2,1.\ AND / OR TABLE 2.'2 SHADING TYPE I DENOTES EXTERIOR POST ROOF AREA SEE TABLE 22.1 AND / OR TABLE 22,2 MiNi^,LlM 3' ~)' ~ 0,000' THRU- BOLTED TO HEADER POST A.'1CHOR TO CONCRETE SEE DETAIL REQUIRED POST TYPICAL ", . , r I ,I-- W -,I-- W -,f : ,: , I /- W/2 -T'---' W -0" W/2>O,H, ,I- SINGLE WIDE ATTACH EO CARPORT DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST w a:: :;) f- U :;) a:: f- rJ1 f- rJ1 o :r SEE ROOF CONNECTION DETAILS pOST TO BEAl,l SELECT FROM TABLE 2,3 ROOF CONNECTION DETAILS SEE SECTION 7 DETAILS MIO-SPAN SEAIoI SIMPLE SPA.'1 TABLE 2.1.1 A.'10 / OR 2.1,2 POST S'ZE AND SPACING SEE TABLE 2,2.1 AND / OR TABLE 2,2,2 w a:: :;) f- U :;) a:: f- rJ1 f- rJ1 o :r ROOF PANELS SEE SECTION 7 TABLES ROOF PANELS SEE SECTION 7 TABLES ~ ! I VARIES -,i< 3-1/2.2500 PS,I. CONCRETE SLAB WITH 6 x 6 WELDED WIRE MESH OR FISER MESH CONCRETE OVER VAPOR BARHIER ! / VA.RIES e-- I I~ --'< \ ' L ^ POST TO SEAM SELECT FROM TABLE 2.3 POST SIZE AND SPACiNG SE E TABLE 22.1 AND / OR 2,2,2 3-112' 2500 P,S,I. CONCRETE SLAB WITH 6 ~ 6 WELDED WIRE MESH OR FiBER MESH CONCRETE OVER VAPOR BARRIER SECTION THROUGH SINGLE WIDE ATTACHED CARPORT SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST SEE CONNECTION DETAilS w ::e o :r w ..J iii o :l: t.:) z i= rJ1 X W PA.... OR COMPOSITE ROOF PANEL SECTION 7 DETAJlS TOP PLATE PRESSURE TREATED OR I WITH VAPOR BARRIER AT ALUMiNU!.4 ROOF I I I 2" ~ 4' LUMBER TOP PLATE @ ROOF w :l: 0 I I :r w I I 2' x 2' ALUMINUM OR ..J 2' x 4. LUMBER #2 S,P,F. (MIN,) iii I 0 :l: SHEATHING: t:l ~ II II II 7/16' O,S,S. OR 1/2' PLYWOOD WITH ~ 1 II I STUDS 24. ON CENTER OR STRUCTURAL GRADE TliERMA1.. PLY WITH STUDS AT ~ I I' I 16' ON CENTER lLI~ 2' x 4. PRESSURE TREATED PLATE WITH I 318" x 4-112" CONCRETE A.'<CHORS AT ~ 4'~' ON CE,'<TER I SEE SLAB DETAilS SEE COi'iNECTION DETAILS 12" x PAN (SEE TABLE) USE W TO SELECT PA." FOR REQUIRED SPAN W 1 VARIES FOR FRONT BEAM USE L;Wl2>OVERHANG ~ w a:: :;) f- U :;) a:: f- rJ1 f- rJ1 g t:l Z i= rJ1 X W ANCHOR WtIH HEADER CHANNEL FRONT WALL BEAM SELECT l FRC!.4 TABLE 2,1,1 A....D I OR TABLE 2,12 '.110 SPAN BEAM SELECT L FROM TABLE 2.1.1 A.'1D / OR TABLE 2,12 SelECT SEAM FRO!.4 TABLE 1 POST SHADING TYPE II SEE TABLE 22,1 A....D / OR A....D I OR TABLE 222 SHADING TYPE 1 SEE TABLE 2,21 A.'<D I OR TABLE 2,22 /- W/2 -,I---- W -/ Wl2>O,H, ,I- DOUBLE WIDE All"ACHED CARPORT WITHOLJT CENT[:R POST ATTACH SHED OR ROOM WALL TO HOST STRUCTURE W/ 1/4' x 3-1/4' TAPCONS @ 16' O,C. FOR MASONRY, #16d COMMON@ 16' D,C. OR #10 x 3-1/2' FOR WOOD, AND #10 x 2-112" S,!.4,S. FOR 1. x 2" ALU!.4INUM AND #10 X 3-112" S.!.4,S. FOR 2' X 2' ALU!.4iNUM Ii l:= VARIES ,I---- W -,I-- W -'" I : if =e-- I I ~ ill a:: :;) f- U :;) a: f- rJ1 f- rJ1 o :r ROOF PANELS SEE SECTION 7 TABLES )' RECEIViNG CHANNEL ANCHORS WITli (3) EACH #8 SHEET METAL SCRE\^IS AT 12' ON CE.NTER MID SPAN BEAI..I SEE SPAN TABLE 2,1,1 A.'1D / OR TABLE 2.12 POST TO BEA.l,4 SELECT FROM TABLE 2,3 POST SIZE AND SPACING SEE TABLE 22,1 A."lO/OR TABLE 2,22 3-1/2' 2500 PSI CONCRETE SLAB WITH 6 X 6 WELDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR BARRIER SECTION THROUGH DOUBLE WIDli~ARe~tW~C8.NTHWP~~T n.OVIDED ',l.S.I$', AND lOYAL ALUM~U DISCLAIMS ALL WAUANTIES, UlMSSEO Ol OllPU[D, INCLUOING aUT NOT Lo.cITEO TO. ALL WAMANTIES OF wuCHANT~lUTY OA FlTNUS fOIl A PAATlCU!.AA pUPJ'OSE. 1l0YAL ALUMIN\M DOES NOT 'flAlo.J..ANT THAT t<w."fY PIl00UCT WILL COWPLY 'lrll1i S1AT1! OIl LOCAL BUILDING coou. CUSTOIolW AU SOLll Y IlESl'ONSI!Lf. FOl UiSUllNG COWPUANU WITH t<w."fY AMI> ALL oovtJoMtENT AI. UGUUI TIONS- ,.,/ VARIES '" TliE DESIGNS AND SPANS SHOWN ON TliESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR TliE FOLLOWING COOES: 1) STANDARD BUILDING CODE 1997, CHAPTER 16 INCLUDiNG SSTD 1()"96 2) BOCA NATIONAL BUILDING CODE 1996 3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM RESISTANT CONSTRUCTION 1998 ALUMINLlM POST AND SEAM SHEATliING: 7/16' O,S,B. OR 1/2' PLYWOOD WITH STUDS 24' ON CENTER OR STRUCTURAL GRADE TliERMAL. PLY WITH STUDS AT 16" ON CENTER 2' X 4' PRESSURE TREATED PLATE WITH 318' X 4-1/2' CONCRETE ANCHORS AT 4'~' ON CENTER SEE SLAS DETAILS NOTES: 1. ANCHOR PANS TO HEADER CHA....NEl WITli (3) #10 x 112. S.M,S. WI WASHER. 2. ANCHOR PANS TO ROOF BE..\"IoIS \VIm (3) #10 x 112' S,M,S, W/ WASHER. 3. ANCHOR COLUMN TO CONCHETE FLOOR IV1TH (2) li4' x 3' CONCRETE ANCHORS. 4, A.'<CHOR COLUMN TO BASE PLATE WITH 1.1/4. S,S. BOlT 5, ANCHOR SHEETING AS FOLLO\\IS: A. PLYWOOD tI8d COMMON @ 6' OC. EDGES AND 12" D.C. iN FIELD B. STRUCTURAl GRADE TliERIoW.. PLY PER MANUFACTURERS RECOMMENDATIONS OR #13 x '-114. DeCK SCRE\^IS@6'0.C. EDGES AND 12' O.C. FIELD AB A MiNIMUM CARPORT WALL SECTION UTILl1Y SHED WALL SECTION I]) \;; o 0 ~ <D 0) r-:. I]) I]) x8"C'ojIl'l g~~~g 20'~0)'.t . co..... C'oj " ;)a.~X~1]) lI"'c?<'Q -(f) l.l.go 2<0:01])1]) lJ.J Ot.,.!. ;) .0'" .J~~-r<~ <>-tl)~~Z <(f)"og ::ttJ~ti< J:..Jo Z " 0) J: ..... (/j .J :j ~ ...J ~ (/) :J o Z cL' ~ :r: :;: vJ Z od C) (/)cn:3 a:w W 0 ~ >Cf)W Owo Ua:N O:Jz ~t;Q n.:J!- . a: U Cf)!-W !-(/)Cf) a: ~ O:J n. z a: - -< :;: U:J ...J ~ .f- W ~ ~ . '"' N Q..;5N rJ1.... ti~Lt~ Q.)(J.{!:: Cf.-:i"f~ ~o,...:x C~>:ie", ~@S;3~~ -J"I:e_ '~5~U~ Wcoo- Q.)'~g:~ uffi:>l~u.. cUJ"'w Q.)~~f- L. ~ <lJ 3:UJci ca$~ _Jl'G I I' J ~~~;LOAD CONVERSION: fA~,EP 1)3 0 L SPA.NS AND HEIGHTS FROM TABLES ARE BASED ON A 120 M.P.H. / / WIND LOAD. TOCONYEHTTOA140M,P,HWiNDLOADMULTIPlY, // 'j SPA.NS AND HEIGHTS BY 0,85 (/7 I /, Ii JOB NAM,,: ADDRESS: ~. ' a i ..LiP I.! C ,'\../)<;"1 f..+ ",/'1 to,) -') if A (Lft-r-~r <; r h;Z.P ))., JtJ.Ji l....l.s.) p~. ~, J? !,-I..( / DRAWING FOR ONE PERMIT DNL Y 1 OF 7 :-1 I II ."-- Wf4 WI?' ."-- 1'114 ~ ,./ wrz = LOAD WIDTl-i FOR RIDGE BEAM SPAN II ~ i;j , ;.j'--W I: 'I MONO-SLOPED ROOF OVERHANG VARIES :~ ;f il II Ii II A'~1'I/2 --_ A'=wrz~~ N UJ ~ f- -" ~ a. Vl ~ co ~ ~ II Ii il f II ,/- ~i~Wrz..oH. !, I' OVERHANG VARiES i i:i 3' x 3' PAN OR COMPOSITE PANEL ROOF RIDGE CAP _ RIDGE BEAM SEE TABLE 2,1.1 ANO I OR TABLE 2,1,2 ~f 1'1 1'1 r L Z~. T ' : I 9 ;... ~ ! ' Ii Ii , I I, ! I -Ii I N UJ -" III <C f- -" ~ a. Vl ~ OJ II t=W/2+0H NOTCH POST TO RECEIVE BEA'vl WITl-i (2) 3-1/2' x 1/4' Tl-iRU-BOL T W1Tl-i LOCK NUT TOP AND BOTTOM BEAI... PER TABLE 2,1.' AND I OR TABLE 2.1,2 POST PER TABLE 2,2.1 AND 1 OR TABLE 2,22 II , 1'1 ! ~ I Ii il II II AU TECHNICAL Pll.OVlDED 'A.S-LSo ~~CE /.(A TUlALS AU ~ DISCLAIMS ^LL "^AAA . ROYAL AWMlN\.;'M ::i~/-.ocLUDIN(; BUT ~~~. ~XPRES5EO OR FOlt IES OF MUCHANr fITD TO All A P ^R TlClJlNl PUPJ'OSE. ""'JUTY OR fITh:r.ss DOEs NOT WMMNT T ROYAL ALl.1l.4lNlJU g;:cPl Y vrrTH STATE 011.% ANY PRODUCT \VIU TOMUS AU sou L BUILDING CODa ~~/lIiG COMPLlANCl l ~ RESPoNS/8U fOA \N~Al P..lCVU.T~ ANY NiD AU RIDGE BEAM . "" .. ~-I 'c-I l' '<-- ,- _I'I / NOTE: FOR BEA'A SPAN LENGTH "A' FOR TABLE 2,' I AND TABLE 2,1,2 EQUALS THE LARGER OF; A = 1'1 OR A = W/2+0,H. SHADING DENOTES'.\AXIMGM ROOF AREA FOR COLUMNS AND FOOTING GABLE CARPORT FRONT ELEVATION DOUBLE CARPORT SINGLE CARPORT , U2 ~ , SLOPE I ------_-_-_-_-_~~" : ~ LOAD WIDTH FOR CENTER BEA'A ~ ~ -:- _ _ _ _ _ _ ~ERTABlE~1.~~O:_TABlE~1~ _ _ . SLOPE -- ~ / ~y 00,\, ,,~9' f)O" \I J(l (,',. ~ BEAM IF REQUIRED FOR KNEE BRACING -- \1/2 I 112 12 '2. r ~ "'''RACE ~~i~ - 'I W FOR SEA'" SIZE -I I ; I I NOTE: K,'IEE BRACES REQUIRED iF POSTS ARE NOT SET INTO CONCRETE FOUNDATION II ~ II W FOR BEAM SIZE SEE TABLE 1 AFTER COMPUTING 'A' lARGEST VALUE J W FOR BEA'" SIZE .' \~ 't ~. (, ~ ;:. . MINiMUM SLOPE SHALL BE 1/2' PER 12' EXCEPT FOR 0,026' PANS FOR WHICH THE SLOPE SHALL BE 314' PER 12' FOR SPANS EXCEEDING 12'-0' OR MA.'<UFACruRERS RECOMMENDED SLOPE POST SIZE AND SPACiNG PER TABLE 2.1,1 AND I OR TABLE 2.12 NOTE: KNEE BRACES ARE REQUIRED IF POSTS ARE NOT SET IN CONCRETE FOOTING IJ.-' 'I -;.. 30' ~~j/~ END VIEW SINGLE CARPORT GABLE CARPORT SIDE ELEVATION ,:' l I / , ~J l END VIEW DOUBLE CARPORT (GABLED) PAN ROOF SEE TABLE 2,5 r 12" AlUMINUM PANEL ROOF 12 12 SEE TABLE 2.5 112 ____ 112=- ::J ~ ~ LIIflI IIJ !IP ~ ~ 111 I' RECENiNG CHANNEL RECENlNG CHANNEL RECEMNG CHANNEL I II PA.,< TO WAll C CHANNEL I i II II I (3) #8 x 1/2' PER PAN I 'I il JLl! 1:= PA."4 WAlL I " il . 2' x 2' x 0044' BRACE FOR III i ' II II MORE PA.'< HEIGHT REFER 12' AlUMINGM PA."4El 12' ALUMINUM PA.'<El i TO TABLE 2.5 lilni SEE TABLE 2.5 SEE TABLE 2 . 5 I i II I I 1/ I ! II ! 114'0 x 1.114' EMBEDMENT Ii J-t- RECEIYlNG CHA....NEl I I I EXPA.'<SION BOLTS OR EQUAL ~ I RECEIViNG CHANNEL DRNE PINS AT 24' ON CENTER I I 3- 112" CONCRETE SLAB ---1'1r-::r--- #8 x 1/2' SHEET METAl SCREW 1______ ] INTO EACH RISER AT PA....El ENDS i J- TOPA.'<D BOTTCM PA.'< ~OTIOM CHA....NEl ANCHORED TO SLAB WITl-i 1/4'0 x,. EMBEDME....T EXPA....SION BOlTS AT 24" ON CENTER OR CONCRETE o SCREWS ~ 12' RISER PA....EL SEE TABLE 2.5 I T + ATIACH PA....ElS TO CHANNEL WITH (2) #8 x 112" SHEET METAl SCREWS EACH PA.'<EL AT EACH END ALUMINUM UTILITY SHED WALL WITH DOOR (ELEVATION) ALUMINUM UTILITY SHED WALL (ELEVATION) SECTION THROUGH UTILITY SHED PAN WALL CONNECTION '. cO M o 0 g ID 0) ,.:. cO co XCOI'-C\j1l) g~~~g J! O' c:h 0) I ..t . co '-" C\j I'- ;)o..~x~a;> ZI-I'?<'O -Cf) u.go J!<LiocoCO LU Ol~ ;) .0.... ...~~"r<;i <'<t:::ll'-~Z ~~ieog :::lti~Liz< J:...Jo <;l 0) J: '-" o d ::;i I- ...J ~ (/) :J o Z w ~ I ~ UJ 7- o(jCj(/) (/) (/) ...J ffi~~ >(/)W Owo ()O::N O:Jz ~bO 0... :J f= . 0:: () (/)~W ~(/)(/) o::~ O:J o...z 0:: - ~ ~ ():J ...J ~ .f- W ~ ~ . f- N 0... :5 N Vl'" ~"'z.u:~ Q58;2'f: c!zo;!~ CLlJs:;<O", ~&C3i~ ...JJ:e_ . s; ... w ~ WilJ ::JZm aOo~ Q)~~it~ ()LlJ~~"" cLlJ"-w Q)~~f- L..~1ll 3 LlJ 0 ro ~ 0.: ....Ja I I ! SE? 3. 0 1 93 ( // f .--/ /1 Y; SHEln/ I I) 2 OF 7 / BEAM SPAN --~ W FOR BEAM SIZE SEE TABLE 2,1 .1 AND/ORTABLE 2,12 AFTER COMPUTING 'A' LARGEST VALUE ~~-rr-} (2)~10x"SHEETMETALSCREW ~~~ I - 1 INTO SCRE\.... SLOTS '.. " ANCHOR " x 2' PLATE TO CONCRETE WITH 114' X 2.112' CONCRETE I ---L A.'1CHORS WIl111N 6' OF EACH SIDE /' , OF EACH POST AND 24' O,C. MAX. ~0 ~ ~:: - - ~ ~I'.: V MiN. 3-112' SlAB 2500 PSI CONC, '~ . ',;. 6m.-10x10 WW,'!I.. OR FIBER MESH . VAPOR BARRIER UNDER CONCRETE POST SIZE PER TABLE 2,2,1 ANDIOR TABLE 2 .2.2 SIDE VIEW SINGLE OR DOUBLE BAY CARPORT PAN OR COMPOSITE PANEL ROOF t ~ I ~ BEA'NHEADER ALTERNATE CONNECTION DETAIL 2" X 2' X 0,063' ANGLE CONNECT UPRIGHT @ BEA',\,,,"EACER AND CHAIR RAIL I " I ~ ~ - ~~ ~',Iil S 1 I , I 9 I 1""- a-~(.- I I I II 1-1 lJ~ , i ROOF PANEL SEE SECr/ON 7 ~ j l' X 2' EXTRUSION 1.1/8' MiN. iN CONCRETE CENTER OF BRACE CONNECTION FOR START OR END OF BEAI,l SPAN HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL 2' X 2' OR 2' X 3' OR 2' 5MB POST PlATE TO BE SAI,lE THICK.'<ESS AS BEA',l WEa PlATE CAN BE INSIDE OR OUTSIDE BEAI,l OR lAP CUT f- d-,50' -+ d-,50"~ l' M~" ,75' "i- - . I . - -+----" ! [' : ~ .75'.1- _ _ - ,. _ - - ~ " ' ",', ,-" DENOTES SCREW PATTERN '1' ~ NOT NUMBER OF SCREWS ~~- -r----j - ~~ ! 0 0 : I ~ "'------ A.'<CHOR l' x 2' PlATE TO CONCRETE "P ~ WITH 1/4' X 2.112' CONCRETE LJI, ANCHORS WIl111N 6' OF EACH SIDE / OF EACH POST AT 24' O,C. MAX, ~ OR l11ROUGH ANGLE AT 24' O,C, ~ ~ ~f ~~~ - I~ MI,". 3- 112' SlAB 2500 PSI CONC, '{l . '. "J ~ 6m.-10x10 WW,M. OR FIBER MESH .... . VAPOR BARRIER UNDER CONCRETE K."<EE BRACE NOT REQUIRED FOR ATTACHED STRUCTURES KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING r r r I 0 I o I I 0 I I I I I I I I . I I. 01 I SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEA'!I. SELECT FASTENERS FROM TABLE 1. 6 '" d = HEIGHT OF BEA.'A BEAM SPLICE SHALL BE '!I.INIMUM d . ,50' HEIGHT 2 X (d . .50') LENGTH 1.112' X 1.112' X 0,080' ANGLE EACH SIDE OF CONNECTiNG BEA'" WITH SCREWS AS SHOWN CARRIER SEA'" SEETASLE2,1.3 SELECT FASTENER SIZE. NUMBER AND SPACING FROM TABLE 1 .6 SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL CENTER NOTCH POST TO BEAM CONNECTION TYPICAL BEAM SPLICE DETAIL ANGLE OR RECEIVING CHANNEL ~ I 1m ~ I @ w -' @ ! @ 0:: PRIMARY SEA'.4 w SEE TABLE 2.1.1 @ a. AND/OR TABLE 2.1.2 :r @ f- a. @ w 0 PRIMARY SEA'" SEE TABLE 2.1 .1 AND/OR TABLE 2.1 ,2 w ! 0:: W Il. :r f- Il. W o @ @ @ @ @ @ MINiMUM #a S.M,S. X 314' LONG NU'!I.BER REQUIRED EQUAL TO BEAM DEPTH IN iNCHES NOTE: EXTRUSIONS WITH iNTERNAL SCREW SOSSES MAY BE CONNECTED WIl11 (2) ~10 X 1.112' iNTERNAlLY A.'<CHOR PER DETAIL FOR PA.'< OR COMPOSITE PANEL SEE TABLE 2.3 FOR NUMBER OF BOLTS AND SiZE OF POST SEA'" AND POST SIZES SEE TABLE 2 ' 1 . 1. TABLE 2 ' 1 . 2 AND / OR TABLE 2 , 2 . 1. TABLE 2 . 2 . 2 COLUMN NOTCHED TO SUIT ", SIDE NOTCH POST TO BEAM CONNECTION (4) ~10 X 1/2' S.MS, EACH SIDE OF P0S', I i i ~ I I H-CHANNEL K.'1EE BRACE 2' X 3' X 0,050' KNEE BRACE WITH (3) ~10 X 112' EACH SIDE OF BEAM U-CHANNEL eN SIDE WITH (3) ~10 X 112' AND K.'1EE BRACE iNTO POST ANO (3) #10 X 11<' EACH SIDE 0;: KNEE dRACEWI"H CORR0::'ION RESISTIVE WASHER HEADED SCREWS BEA'" PERPENDICUlAR TO ROOF BEAM PARALLEL TO ROOF KNEE BRACE TO POST DETAIL ell W 12 ;; HEADER SEAM ROOF PANEL SEE SECTION 7 H-aAR OR GUSSET PLATE 2' X 2' x 1116' A'<GLE EACH SIDE ATTACH TO POST A.'1D CONCRETE AT LOAD BEARING WALL WIl11 (2) ~10 X 112' S,M,S, EACH SIDE l' X 2' EXTRUSIO., '", E1r-= Q- 1.1/8' MIN, iN CONCRETE NOTE; CROSS BEAM ATTACHED AT COLUMN AND BEAM MINiMUM #a S.M.S, x 314' LONG NU'!I.BER REQUIRED EQUAL TO BEAM DEPTH NOTE: EXTRUSIONS 'Ml11INTER."IAL SCREI'" BOSSES MAY BE CONNECTED WITH (2) #10 X 1.112' iNTER.'IAU Y BEA'" PER DESIGN TABLE I : . II , !Oj~ ~ + I A.'<CHOR PER DETAIL FOR PAN OR COMPOSITE PANEL SE=: TASLE 2.3 FOR NG~SER OF BOLTS AND SIZE OF POST BEAM AND POST SIZES SEE TABLE 2 .1,1, TABLE 2 .1. 2A.'1DI OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COLUMN NOTCHED TO SUIT " X 21/8' X 0,044' CHANNEL wi #a X 3i8' wi HEAD S.M,S. @ 1 112' O,C. MAX. BOTH SIDES (2) #a X 112' wi HEAD S,M,S. PARALLEL @ 112' O,C. MAX. THROUGH l' X 21/8' CHANNEL INTO SEAM (2) 5116' X 3112' CAD, ST. BOLTS l11ROUGH AU TECHNICAL CARRIER BEAM TO WALL CONNECTIO~OVlDro 'AS-JSO ASS~~N(;RE M^TEJlI^l.S ^. Dlscu.o.cs AU ;, OY AL ^WMlNUIoI ~~~lllDlNG~~ ll~~~OSS BEAM AT COLUMN AND AT BEAM FOtl ^ p..-rv..0! MEACliANTABfUTY 0 0, All 'Oft . "-vlAA PI.JIU'osE. R F rrNF...'iS 00Es NOT VlAIMNT THA ROYAL ALLI!.IIN' '1.4 ~":TH ST^TE oa lJc...^7:.J;~~UCT WIll. :t;;UAING COW~L~~E5I'ONSI8~ COf~ 'YUNMl:NT^lkEeIJu.TIONS. ANY "-NO All. CARRIER BEAM TO BEAM CONNECTION SEAM TO WALL CONNECTION (2) 2' X 2' X 0 060' EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WIl11 MIN,MUM (2) 3iS' x 2" LAG SCREWS PER SIDE OR (2) 1/4' X 2.1/4' ANCHORS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF SEAM DEPni lARGER THAN 3' (AI. TERNATI') (1) 1-314' x 1.314' X 1-314' x 118'INTERNAL U-CUP ATTACHED TO WOOD WALL WITH MIN. (3) 3/8' X 2' LAG SCREWS PER SIDE OR (3) 1140 x 2.114' ANCHORS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF CA'H1lEVERED BEAM DEPTH lARGER THAN 3' aJ ... o C") o 0 l() (Q <l) r-:. aJ aJ XaJi'oNl() g~3~g :liO'c!l<l),..t .:o.....N i'o "Cl.i'ox~aJ ZI-;1;<,o -CI) U.Oo :li<u:ogaJ W o,"!" " '0'" .J~~~<;i ~::lr-:.cz >-~~a:o <"' '-0 j:: ==ttj~u:< ::I:...Jo Z ~ <l) :r: ..... en :::i ~ lJJ I- ...J <{ (/):J DZ W<{ I ~ (/)Z 06l9(/) (/)(/)...J a::: W W 0 ~ >(/)W o W a Ua:::N O:Jz ~t;o o...:Ji= . a::: U (/)f-W f-(/)(/) a:::~ O:J o...z a:::_ <{~ U:J ...J <{ / .f-. W ~ ~ 'f.,: N 0.. .... ~ ::J N VI'" -<:-' ~au.. -..:I' Q}ll<'~ Cf-.Z'f~ <:0"":;; c~>:;e", Q} 0.. ~ ~ r;; CO 0 ","" ......I::t__ . l!! 5 w ~ W~o~e Q}Q:~ff:~ ()l<J~~u. cl<J"'w Q}~~f- '- ~ C%l >l<J ' r~ I SEP I~' I, I / I SHEET 3 OF 7 U.cHMNEL POURED CONCRETE REFER TO Tlll3lE 4 POST IN CONCRETE 114 BAR 12' LONG '" -<: '> c~........../c INTERNAL OR EXTERNAL RECEIVING CHANNEL ISOLATED FOOTING , 2" x 2' x 0,063' ANGLES I~~ 1'~, . ~. l.. ~,-...J-- . ~ ~ 3' x 3' POST T1JRN BOLTED TO ANCHOR RISER 2-314' x 2-314' x 2-112' LONG 1/8' TUBING WELDED CONNECTION FASTEN PER TABLE 6 12' x 12' x 1/4' PLATE 3-112' CONCRETE SLAB INTERNAL OR EXTERNAL ANGLE CLIPS BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION 1- ~ : c::::: ~ ,..........1 ~v f1 't' = TrllCKNESS OR REQUIRED POST , 'V TOP Of GRADE II I i:1 3' x 3' POST PER TABLE ~ 80 lb. 2500 psi CONCRETE PRE.MIX N 'I I "I: _-~t 318' X 3-112' SOL T I L .~-I (2) 2' )( 2" l( 't' ANGLE OR (1) U-CHANNEL l( 't' ~ :j ~ ~ <l 'f <l ~] '" . . .. 3' X 3' aASE . . <l ~ I I " I ^ 16' "" AlUMINGM T1JBE COLUMN EXTRUDED ALUMINUM BASE OR BREAl< FORMED U-CUP CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE CONCRETE SLAB OR FOOTING CONCRETE ANCHORS PER SCHEDULE TUBE COLUMN BASE SCHEMATIC INTERNAL BASE PORCH POST CONNECTION ALUMINUM CONVENTIONAL CONSTRUCTION NOTE; ATTAChMENT DETAilS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVER 2'-0' MIN. BEFORE SLOPE , 1 3-112' 1 , , ! 1 ~ ~~lCei?"C,,"c~~'"'te~~~~=e="'=",,~ TYPE I FLAT SLOPE / NO FOOTING 0.2'/12' stA8 1.(' r;/.(~Ti IJ " --- I'" /. ,1.= ~ '\ ~:~~=f~=-=' ~ ~8'~ TYPE II MODERATE SLOPE FOOTiNG 2'/12" " 1'.10' TYPE III STEEP SLOPE FOOTING > 1'.10' NOTES: 1. NO FOOTING REQUIRED EXCEPT WriEN ADDRESSING EROSION EXCEPT FOR EXISTING SlAB WITHOUT REiNFORCEMENT, THEN TRIBUTARY ROOF AREA LIMITED BY TABLE 2.4 2. MONOLITHIC SlABS OR FOOTiNGS SHAlL BE MIN. 2,500 PSI CONCRETE WITH 6x6-1ex10 WELDED WIRE MESH OR FIBER MESH MAY BE USED iN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTiNG SECTION REQUIRED BY LOCAl CODE. LOCAL COCE GOVERNS. SLAB DETAILS ADDRESSING EROSION OPTIONAL CONCRETE CAP BLOCK OR BRICK (1) 114 BAR AT CORNERS AND 10'-0' ON CE.NTER FILL CELLS AND K.'ljOCK OUT BLOCK TOp COURSE WlTH 3000 PSI PEA ROCK CONCRETE r-- A.NCHOR ALUMINUM FRAME TO WALL OR SLAB WITH 1/4' X 2.112" MASONRY A.NCHOR WITHIN 6' OF POST AND 24' ~ON CENTER ,'MXiMUM (IllI4 BAR CONTINUOUS 8' )( 8')( , 6' ElLOCK WALL (MAX. 32") ~ . N <"'l RIBBON FOOTiNG OR MONOLITHIC IF MONOLITHIC SlAB IS USED SEE NOTES OF DETAILS BELOW (1) ~121 BAR OR (2) 114121 BARS MiN, 2-112' COVER "" 12' ~ KNEE WALL FOOTING FOR SCREENED ENCLOSURES ...., , ~ i...____ . ' Hi.,..:...""~~ ,,' . ~ ] ~ .:. L-J m'l ~ '.J,; , !3 ..1 ,~ :-w~~~.. '. '-.... . 8')( 12' CO~CRETE FOOTING WITH (1) #5 CONTiNUOUS LOCATE ON UNDIST1JRBED NAT1JRAl SOIL (1) ~ VERTiCAL BAR AT CORNERS AND 10'-0' 0,0, ALUMINUM ATTAChMENT 3-112' CONCRETE SLAB 6)( 6.10)( 10 WELDED WIR:: MESH OR FI6E~ /~ESH CONCRETE VISQUENIO VAPOR BARRIER UNDER SlABS HAVING STRL"CTURES ABOVE ~ :::;; , "' <"'l WELL COMPACTED CLEAN FILL OVER SACRIFICED NATURAL SOIL 90% RELATIVE DENSITY CONCRETE "lLLED BLOCK STEM WALL 8')( 8' l( 16' C,M,U, "-c---\ ~ '\. RAISED PATIO FOOTING GAlV, METAL STRAP (14 GA.)( 1") 8' X 8' X 16' CONCRETE BLOCK 8' X 24' X 24' POURED CO.NCRETE PAD (2) #5 BARS (18' LONG) EACH WAY CONCRETE POURED CELLS WITH #5 BAR (SAKRETE READY MIX wi GRAVEL) PAD FOOTING ...2.-&.' .: -{ ',.. = . ,-~ '" 8' }.. ALUMINUM STRUCT1JRE FOOTiNG 2500 PSI CONCRETE WITH (1) #5 BAR CONT. MiNiMUM 2.112' OFF GROUND AU TECHNI(AL ASSISTANcE flOVlOED 'MIS. AND /.CA1UlAU A~E 0GctAn.u AU W ROYAL ALUMINUM CWl'LlEO. INCl\JOlN<> ~'ES. EXPRESsED OR "AUANTlU Of' MU~T UMITEO TO. ALL fOA ^ , M TlCtJLM I'UUOsE, AbIUlY OR ffTl'o.'f.s5 DOts NOT WAMANT THA aOYAL All!),cINUW FLY '#ITH ITA TE OA L~~ 'aOl>UCT It'JU AlLiMINUM STRUCT1JRE FOOTING ~%W COMAn SOULY ~ ~~ 2500 PSI CONCRETE WITH (3) #3 BAR CONTGOvt.l.NJ.u:NTAL ~T \FfTH AH't AND A~ MIN,M\';M 2.112' OFF GROUND IONS. RIBBON FOOTING TYPE I ~ta-'< . .' ..... . .' to . " ~"-'< I I' ;;f-- , 2" -,I- RIBBON FOOTING TYPE II a:l M o 0 ~ <Xl 0) r-:. a:l a:l Xa:ll'-C\jli) gg~~g 20'chO)I~ . 0:,..... C\j I'- :JO"~X~~ zl-(')<'O -rt'J u.go 2 <0:0a:la:l W O..,.l. ~ .0"" ~:;;~~<~ <~:Jr-:.CZ >-COa:lCI:O <rt'Ji'-Of= ~~;:-O:~ Q g I '-' cri :j .:J lJ.J I- ....J < (f) :J o Z W < I~ (f)Z ~ (j (f) (f)(f)....J a:: W ::{ WOf- >(f)W o W 0 Ua::N O:J f=I-Z <:JuQ 0.. a:: G (f)f-W f-(f)(f) a:: ~ O:J 0. Z a::_ < ~ U:J ....J < .1- W ~ ~ . f.; N 0.. ..J ~ :::> N (I) <"'l .........~ ~ w: ~ Q) U .( r:: C~5~:g CUJ>:"'''' ~~~i~ .....IJ:__ . ~ ~ ~ g WaOo- </) 1: >< <lL':' to 11. <( Uit~::JLl. CUJ"'w Q)~i:j"" L..~Cll 34' ci (1J"'o.: J~ I I I 4 OF 7 Allowable Roof Beam Spans for Carports. Patio Cove~, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6OIj3 T" r-v'1'M lone~ 1U'Z~~1'>1 I "0 "1'>1 I li0 '1e>1 I 1" "1'>1 I I AppllelJ LOi~T7JTsq:ft ( l.W r ~q, rt. l.;;,lIl ;)q. I-t. I ..b" I ~q. '"t. I I Loaa l"IIom rxJ""lIY,05O" ollow lit :) r :J-;1 i '~..:v , fi I if,' I ,,, ~ II ',J ! ./ ~r--1~ : :,~ I :~ -,-, I ~ I I !J 1 l. I 0 -4 I :l 1,,/ I oaaW"l~2""""XJlO'O~HOI]OW Table 2,,1.1: ;~:~ ''oJ'.j II ' II Ii i4 I r 1 ~.~ I ,j..j I ~ ,iJ '1 I " I:J d" .J I I .0 r--l0 /.'\1 '-,J 1"-----'-' 1<0 1 0.11 I 'l. I I -L I OJ-I I Load WIuu;---j~cr:050Holl0w lilt ) ; '2.") I 11.,,) b I l' .l II IJ-4 , I'U -4 ~., IS !-<1 I ~. l---,,--t--"'i ,,:0- ~'0 I o<i I I'" 11 [iJ.J /'1 I 1" {.11 I {-..I I Loac1 Wldtn I ~rx-tr~o 'HOllOw ! ~ ! ~: I J:~ :~: lU .11J 11,,1-..1 I i I I I I I I 'lJ 1~: 1 Load :'dtn : I ~ 1u " 'l' '~ .'v ~v . lU 'J I 0-1' 9'4" I I I I I I , ,U ,., , ,0 ,." ,~,: 0,0 0'..1 ,."1 "1 J~~ :;~t ! I I l-L I f ! r r d-I I 04 1.".,1 6'.,0" 0"> 0", ~~ ":.,iJ 4 .f , .~ I. :;,. "'; 0.' 04..1 ~ .~ 0"> ,,, d" 1 d -L ,." '- U i .1 I ~-T-s';-~ l..v I ;-4 I 0.0 I 0"'; I o .j I ~.'1 ':7 1.11 I,,> 0'1 0"> 'U~ , I,,> I, Example; Fc.- Z' x 4" x 0 038" x 0, 1C(;' Sejf.M31lng 3eam, Beam soan :.et'...~("; L.'pngtlIS ..sa !ead ..vldt~, ~o er:ier lave For ~ 2' Roo( Pallel + 2' Cvemang Load'..\o~~tn = l'N = , 2' I 2 + 2" 8 H, = 8' Ente,r :ao;e on 'eft at 8' read aHc....able span ,..ndel' requIred !cad, ihl.iS f::lr 100 M ? rl 'Nlrd foaa..'1ve :oad IJ( 17 :tiS.~ Ft ard Load '/....ICttl = 8' 0" "ax:mum Seam Span 'c< 2'" x 4" x 0' 038" x 0 ~X" : 1"'.5" I S;::~s ,:jO r,o( inc:II..'de ;ergtn .;;( kree brace Add horZof'tai ;~f'gt.,., ci :1(:"Iee ::-race 10 abC\€ s:ars fer :ctal Ceam ,,, , " ,4 :;." .... I 0, , '1 , , , ,.:;: ,', , " , '. ,,, 0-> ? .1 ~. ..J c"> l' ,,, 0-.4 ~- " " , ,U ;'. '... -, ;:II-~ :j.;:II 50 - 'U .,....;:11 ;:11-,1 , -0 I -, ~~~ : ' " ''"'' -6 ;:lI.ll u"> ':1'''; ~.J .0 ,'.J ~,'" 1 I I I Table 2.12: I r Wind Zone 11 Applied Load' Load Widtl1 8' 9' 10' ,,. ll' 13' '4' 15' Load Widt:M 8' g' 10' ,,. 12' 13' 14' 15' Load Wldtl1 8' .' lO- ll' 'l' 13' '4' 15' Load W,dtl1 8' g' 10- ". 12' lJ' 14' 15' Load Widtl1 8' 9' 10- 1" ll' 13' '4" '5' 1/-4 ~6' .0" is'.,O'. , 5'2" 14'-8" 1, - . ~ I, ,j' \4 .~' :J''';' 1j-6" :4.11 1)'.(" I]',: 12'.1 . i i I ,z.j" 12',]" 1',10" ",,' , J.(i ~ 2' . 11 " '2',)" 11.(i 1 t.:' :0'" 10"4" )'-3' '; .e'" '. ,g' 'J~ 13'4' I I I '2'4 11'-8" 11'.0- 10"..,' 10',1" 21 -, ,.' 20'.9" '9'-3' . 6',.' 11 .,r 23<." , 22'. , ", 20".5" :9',T' I".V '8',2" '6'., ,. IS.T' , / .0" i5./ I I I ),-8'. g..... 6',9" i I ! I i I l I I I r I I I I i I I I I , 13"-8" i '2'.i I 1 ,..~., 2" ll. 8" x 0,072" x :l2:4'" Self ~~ating Beam ;>4'.'0" -2',1 I' I 214 ~I- -..23"2' 2"'~:, 21.,' ~...-~ -...J I 20'..0" I 13'.1 I 21,2" 1 ,g',,;" 18'.0 I 20"4' '1;.,," 11 ,0 I 19'-6.. r II . I 15'.;'. I 18',9" , 1:'4' '6',2" I 17.{,' I 10'-':; 1:,-1" I 2" x g- x 0,072" x 0,224" Se,f ~ating Beam [27"2" .",', 23'4 , 25'-8" I 23'-3" 22'.)" I 244" I 2.'.;' ,0".'" I 23'.2" i 2' -> : ' 3"," 22',2" I 20"-5" 1 '..,' 214" : ::;'-3" I '8'->' 2(.1-1" i 18-;' ~7'-d ,g'.O" I ,T,.' i '6'-5" 2" x 9" x 0,082" x 0.3~- Se,f ,~ating Beam 29'-8" I 27'''''' , 25'-5" 27'.' 1" I 2,.," I 24'." 26"";" : ,4,,> , U."J' 25'4" i 23'4' I 2',9" 24'.0" I 22'4' I 2C".10" 23'.)" I "., 1 L'~.(J 22'S , 20'-3" I 13".J' 20',"" I ,g'4' I 18'.0" I' 1 14'.'" 1]'->' I I I 1, .( 12'.0.' " ,,;" 'I," '0"-3" g,,, , I 20'" I 18',1' i "~;-r--r-,~- I 17.'" I '6'.2" I 11 -2" i ,,'.5" I 10 " I 14,. I " ,:;" I 14'.3" I 15.2" I 13'-3" I 14'.0" I 12.1J' I I I I ,,',It!" 18' -3" 1T.9" 11;', , 16',2" i5'-1 ,4." 14'.0" 21'.7" 20"'" 19"4' 18'-5" 1 { -8" ,6'.' , 16'4" '5'.3- Notes: ~:Jcve spars ,jo rollnch.Jce 'ef1gth o( k.r:ee brace ,Add "\o~zon1aj lef"1g;h. of kree brace to above spans fOf total t:eam spar:s Table 2.1,3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures (102 MPH Wind Zone, Applied Load' 17 Ib.1 sq. rt) Aluminum Alloy 6063 T" Single Sell,Mating Seam. 2" x 4- x 0,0:\3" x 0.100" I l" x 6- x 0,050- x 0.120- 2" x r x 0,055- X 0.' lO- r x 8- x 0,072" X 0.224- r x 9- x 0.072- x 0,224" r x 9- x 0,082- x O,3~- ."t 5'.0- I 8'.0- I 10'.0- I ll'.o" I 14'.0- '2'-8- I '0'."" 1 g,9'" 18'.g- I 16'.2" I 14'.Q 21'4- I 18'-6"' I 16'.r 2T,S" I 23',1' ! 21',3'" 29".' I" r 25'., I" I 23'.0" I 32' ,g" I 28'4- I 25'.4" 8'.,," '3'.)" ,5'.1" ,g'.S" 21'.2" 2)'.2'" Allowable Roof Beam Spans fo'r Carports: Patio Cove~, Screen Rooms, and other Open Buildings with Solid Roofs Alumi"Q Alloy s()63 T,. '02 MPH 1 110 ~Pf1 I 120 ~Pf1 i 125 MPf1 I 140 MPH 17.1 Sq, Ft I 2CJ# I Sq. Ft I 23. I Sq. Ft I 26# I Sq. Ft , 32# I Sq, Ft 2" x 5" x 0,050" x 0.120" Se'f Mating Beam 16'.11" I lr-., I 14'./ 15",1'" I I.',g" I 13',:;" '5',2" , IS,'" , 13.0" 14'S "34' '2'" lJ.la' 12".'1 I 11'.1 ~ 13'.,)"' I 12'.J' ! '1-:. 12'.10" I 1 ".1<;'. I 1,...c" 11'."" I 11'''';"' : '0-4'. 2" x r x 0,055" x 0,120.' Se" "abng Beam 114' : 1 "" I '6'-3" 18' .J.' I :6. ~,J" 1 ~..a' Double Sell.Maling Seam. 10-.0" i ll'.o- I '4'.0- I 15'.0- ! 18'.0" l" x 8- x 0,072" x 0,224" r x g- x O,07l" x 0,224" l" x g- x 0.082- x O,3~- i Double Sell Mating Seam~ I 2 x 4 Self Mating Seam ~ I added to ToplBottom (perpendicular to webs~ i l" x 8- x 0,072" x 0,;:24" l" x ~- x 0,072" x 0,224" l'~.9", O.C:;:' ,o.iiiG- 3C'.c" I 2i"S I 25'S' I 23',9" T 22'S I 32'.10" I 29',11' , 2i"1 I 25'",. I 24'.0" I 35'.'0" I 32',9'" I 30'4' i 23'4" I 26',9" 8',3" '2',3" 1)'.11" 1/'."" '9' -8" 21',5" Tnbutar; LOid Width 15'.0" 18'.o-_! Allowable Span "L" r.g- 7'->" I l1'S ,1],9" I 13'.'" 12' ->" I 16'.9'" 15',10" I 18'4" 1T->' I 20'.1'" '8',11" I 20' .0- U:,O" I 24'.0" I 25'.0" Tnbulary Load Widtl1 20-.0- 2l'.o- I Allowable Span'L" 21'.)" I 20'.0" I I 23',)" I 22',2' I 25'4' i 24.2" 1 Tnbulary Load W,dth S'., ,.. 10'.)'" 'I'.g- , 5'-<]' '6'S 17"."" 6',r !i->" 6'.1" ,',9" 9'.... 8'.11" 11',2" 10'.g- 10'.0" 14'-4" 1J.~" '3'.2"' 15'.g- 14'."" I 14'S 17','" 16.4' I '5'':; ! S',1CT 8' -8" 9'.11" "2'-8" 13'.11' , 5',2" 24'oC" 25'.0- I 23'.0- i 30'.0" Ig'S 21-2" I 23'-2" I 18'~ I '1"'" : 17'-4" 20'-4" , 19'~" I 18'."" 22'.)" i 2~'.S" I 20'-3" I '6',9'" I I :8'4' i I 21],,' I 25".0" I 28".0" I 30'.0" i 3 l' .0- 10-.0- I 1l'.o" I 14'.0- I 15'.0- I 13'.0" I 20-.0- I 2l'.o" , 24'.0" I Allowable Span'L" 34";' I 31-5" I 29'.2" I 2i"4" I 2S',9" 24'S I 23'.0" 3TS : 34.2" ,I 31',T' I 29'., I 2i",'" I 26'.,' I 25.0' , aCJ-2' I 36'-S'~ 31'-9~ \ ~Y'-'1"-I~~~' 22' ,0" 21' ,," I 24,Z' I 23,2" I ~i:""~'1 20'-8" I 19'.11" Ig4' 1 1 2'" 1 20','" I I ).3',2" I 22',," 22'4. 23'.1 ~" ~otes: Above spars do r"lot InctuCe ;engtt'l of knee D(aCe ,A,dd honzontat length ot kree :;lfaCe ~o above s~ars fOf tc~aJ team spar,s ~Vind Zone ConvefSion: Table is constructed (or 102 mph 'fflnd zone, open structLire {17 :bs,"sqft), to convert tabular value to higher (more severe) 'Hind zones, multiply by the factors in the follo'Ning Conversion Table: AU. TECHNlCAL -'SSlSiANCl! MATEJlIALS ME PlOVIDEP 'AS-IS., "-NO II..OYAL ALUloClN\';'),C DISCLAIMS ALL "AII..MNTIE$, EXPI\.ESSED 0" o.cPUED. INCLUDING BUT NOT LIMITED TO. ALL WMMNTlU OF MUCHANTMIUTY 0" fITNESS fOA ^ PMTIC\JI.AA PURPOSE. II..OYAL ALUloflNlJW DOES NOT 'f1 AU..ANT THAT WY PRODUCT TILL COWI'l y wtl1i Sf A TE Ok LOCAL BUILDING CODES" CVSTONf.AS M.I. SOUL Y RESPONSIBLE FOil E.N$IJAlNG COMPUANCE WITH WY AND ALL GO\'UNMENT AJ. UGUu. TlONS. -APP lea Load 17 ;':0 ;':J ;.:~ jr l..onver"5l0n Fa etor ,W I U,O" I 085 i o,~~ ll:~ 28'.0" cO ... o "" o 0 III (Q CI) ,.:, cO cO XcOt'-C\j1ll g~3~g q~SN~ a.c;:X~~ 1-""~60 tI) 00 1<U:OcO~ W 0',- ~ '0'" ....~~..,<~ <"'::)":'Qz ?:(~~5g ::ttJ~u:Z< I...JO <.:l CI) I ~ en d :::i I- D _~ II 3l'.o- , ......J -< (j) :J o Z W -< I ~ (I) Z 06(9 (j) (j) C/) a:WW WOoS > (j) -<f- Ow U a: N o :J z ~GO o..:Ji= a:U (j)f-W f- (j) C/) a: :::::: O:J ~z -< :::::: U:J ......J -< I- W~ ~ N n. :5 N <f) .., ~-~cr~ Q)o<"~ C~~:!:& a3~~~~ N"\OoC5~ LJ.J -J J: (J) r-- ~5i~ W~oo~ Q)'~5:~ ()ffi~~u.. c ~ ~ ~ Q) - 0 '-~'d 2S::: ' IV 5>!l. -.J,Q ! /~;J3JJ~ ,~/ / ls'~ V SHOtT 5 OF 7 Table 2.2.1: Allowable Attributable Roo' Area per Post for Carports, Patio Co\'e~, and other Open Buildings. ALUMINUM POSTS I " -Aluminum Post t===-l'1Ind Load = I lCIV I "Q MPH I 12u ,'Il' I ,," "'PH I 140.'/lPH ~m Load = i 1T11l'SCf'Fl "Q lII:>q, foL I lJ ",~q..[, to ",oq. r[, I J2111:>q, Fl "'a..mum I AllowiiCTe~oo' A'ea ,n oquare eel 10f Vanous Loaas on ost He'gnt i Load, ,n Lbs I :z.....-rTO,C~ow t;<ll"uSlon Of '4 I l,(f.i4 1:r-- -lu~ '" I; I 00 ,.., i 1,54~ , "I 0' bU I ,,~ I--.:Tv I 1 .:V4 , , oU I 0': "'" I .>0 I .. I ';<JJ ~J - <15 I 0'" j:' I .~ I Helgnt I Loaa In LOS rT.,O, 0 Hollow U!fUSlOn or , d',: I l,oo ~Sr--I IJ, I 1" '\.00 I cJO f-----T.., I 2,001 ,., II '.' I.~ "" I /0 11o-:n I 1 ,h "4 00 I 6~ " I :;v 1 Z..j ; 1, ~ ':J I I V I ov ,.. ~ I ,)( i Height I Load tn Lbs I-J~-rx-rr,O)u Hollow t..x.truSlon. A.lumlnum AllOy bUfJJ 1...0 d., 3JCil I -2:o--r--',L; 1_~ I '-11 I 1VI ,.., i T35? I ':" I ',d I . , , I "0 I OU [---1,- ' , , '"83 I ~9, 00 I ' 0 0': I '".J ,T4i1 33' I ,~ I 00 I :1 I ., .. ~~ad In Lbs .,.,0040 KolI foormed . Aluminum Alloy .105 H.14 1J 1lT.JJ-- --T Z;JO', II. fdo-- 1'J I '''. I ~.: i I. 11-<1 I ,CJO ,_~ .09 I " I b'J I 00 1 13.4 I 1 "c? .< b~! 00 I :~ I 4J I " -v , ~ I 0 ~. I .: I "0 I "J ~~\Jr;'-~a-:liD1S--:J""'.i:.-)7o-:'O~--q()11 t-C'.-neQ . ~n'J,n ,"\1.0'1 lllJ5l1-1:r--- " -v I Jl300 I <'" 11j<j, I:, I -rn 'J ~~ i ':,'.1J ,:, J' I " I IU4 I "" 1~-6 I ",100 I Z4 Iv:' I ' I 0' I bO 10-0 I ,::;/5 j ~J I /'j I od I 01 ! ...~ ~ Height I Load In Lbs I "J~JX-cr:060 J-luted Hollow t.xtrusron -Aluminum bu6J 1-0 I 11.'. ! 3AGi:! I 4W ,C .-0 I 10 i lUI I 1J'.,u I ",::00 I 0<,; 2'j I I "" I ov r ':.,,~ I 1 S38 I' ,~ i :jQ I ,0 I O~ ! 1,10 I .,00 i: 00 01 141 Example: Fnd Roof Area Neeced, Area = A' P:Jst Spacing ='S' Str",,'c:~re ProJec!~O('1 = W' A = S < (WI2. 0 H), ~ 'S' = T, W = 'Z, ar,d 0 H = Z tran, Area' = 5<3 Sq Ft F)( a ~0'.1~" ,Xs! and '20 r1.p h. wInd 'oad O( 23 ri I Sq. Ft, .x's! cho~ces are ') 2" < 3" < 0044' Hallow Edn.;s,on 2) AH pest sizes ~,s:ed beicw tre 2" x )" x J 844" Hoilow Sect,'cn Note; 'tmar. ;o~ COl'Olt,ons d,cla'. a past he<,;ht 01 '0' ,n. 120 MPHN,nd zone,. 3" < 3" ROll Formed COULD NOT BE used :;ecause when It is more than 1 O' ~aH It can only support 39 SF 'Jf roof. On tr,a other "and, a 3" x 3" F!uted Post 'Nltn a post height of 1 O'~ 7" can support an area of '28 square feet of area, Thus, des~gn must saLsfy both relght and area reql..trements Table 2.4: Footings - Maximum Roof Area for Carport Posts ! Wind lone = Applied Load = 102 MPH I 1,0 MPH I 12C MPH I 125 MPH I 17 #lSq, Ft. I 2C #lSq. Fl I 23 #lSq. Fl I 25 #lSq. FL 140 MPH I 32 #lSq. Fl I Existing Slab on Grade I with unknown reinforcement 20 17 15 13 10 Isolated Footing Dimensions.. Uplift ating (# 520 1,000 I 1,020 2,C40 2.540 2.640 3,300 4.000 4.800 Maximum Atlributa~le Rool Area in Square Feet I i 16 31 4' 64 80 83 103 144 172 I I I I I I 20 38 51 78 98 102 127 177 212 22 43 57 89 1'1 115 143 200 240 26 50 66 102 127 132 165 230 276 30 59 77 120 150 155 194 270 32d ,'.0" x 1'.0" x 1'.0' 1'4" x 1'4" x 1'4' 1'.0" x 1'.0" x 1'.0' "08" x "08" x 2'.0' I 1',8" x 1'08" x 2'.0'1 2'.0" x 2'.0" x 2'.0' 2'.0" x 2'.0" x 2'.0' 2'.0" x 2'.0" x 2'.0' I 2"5" X 2'.0" x 3'.0'1 ",'1otes: isolated Footing is a poured conc;ete ,€'C:angular solid (Lef'gth x \I'/Idth x Depth) Slab on ,grade must be new o( in good c00ddian I Pre-Cast Block Footing Pre,cas\ fOaling blocl< ( 16" x :6' x 4") a124" below gr.de 'N11J180 # bag pre.mlx conceele .nd b.ckfllled 10 grade f Dimensions (1)801$8ags (2) 8Q 1$ Bags (3) 80 1$ Bags Uplift Rating i#\ 1,734 1,8' 9 1,904 102 107 "2 Maximum AMbutable Roof Area in Square Feet 87 76 67 91 79 70 95 83 73 54 57 60 Table 2,2.2: Allowable Attributable Roof Area p'H Post for Carports, Patio Covers, and other Open Buildings" ALUMINUM POSTS Aluminum Post Wind Load = I 102MPH I 110,'~PH I 120MPH 125MPH I 140MPH Applied Load = I 17 #lSq. Fl I 20 #lSq. Fl I 23 #lSq. FL I 2511JSq, FL T J2I1JSq. Ft. I Maximum I Allowable Roof Area in Square Feet for Various Loads on ?ost Height Load In Lbs i 3" x 3" < 0090" Hollow ExtrUSlOn . AlumInum Allay 5Q63 T.o .:u- I 5. 8305 I 259 I 22,- ~199 T :Ii< LHU" I J:38 U~ I ". I ;0'01 1:V, In- ~O I :rO~ 78 I '01 I IJ 0 I .5 ~T1D---r- 2';160 I 13J r 113 I ,,'01 0 I i F2e;ght Load in Lbs I 3" x 3" x 0,125" Hollaw ExtruSion. Aluminum Allay 5053 T.o 3":. I 6,TIL I dOl I 346 ! 3", I .titi I 2',0 6.1 I :',H~4 i 305 I ,,:;'::1 i tL.'J I 1~~ : 102 I 1~,4 I 4,03" I 237 I ",~< I I ,~ I "," 1.0 \"2U', I J,O"4 I 178 I 101 : IJ' ! \',0 I i Height i Lo.d in Lbs i 4" x 4" x 0,125" Hollow ExtrusJOn. Aluminum Allay 5053 f.o ,----ro,9 I 9';:J1z I 549 400' 4u: I 000 I I 15.,,: 16,984 1411 1.)4, i JC4 ; .b'-' I I :rr:0 I 5:432 I 320 I ", < ""0 i <U'J ! 12:>'0 i 40,4 , 240 i ,,04 I ,,, I 10, I Table 2,3: Schedule af Post to 8eam Size and Number of Thru.8olts Required Aluminum Alloy 606J r.6 Be,m Size r... '" .l 0050" Hollo''''' Tilt ~ It 4" Jl: 0.050" Hollo,.... " x 4" x O,OJ8" x O. '00- Sell MaM') Beam 'I.. .. x 6- x 0,050" x 0,120- Sell Mating Beam , .. x r' x 0,055" x 0,120" Seil Matin'} Beam " x S" x 0,012" x 0,224" Se,f Mallng Be.m 2" x g" x 0,072'. l 0,224" Self ~ating Beam Z:' x 9" ... 0_082" II 0306" Self ~atlng Beam <;; I ,S~ " 10 : ;~ STeeTPost I l ' W~:...L.O~ 1C2 MPH I 110 M?H I 120 MPH I 1~~ MPH I 140 MPH 1 r---- ,;pplied LOdj = 17 .lliSq. Ft. I <1}#lSq. rl lijll.s~ ::~ !25111Sq, Ft. -i3i;;iSCi.Tt1 Maximum I Allow.ble Roof Area in Squ"e Feet lor Various Loads on Post Height Load in~bs 3" x 3" x 14 Gauge Post.. 45 k,o.i. Steel J ~19''U IrO 9' I :,\)J I 4JI I 381 31~ 21 ,9 i I .43 I 37 I 372 I 3"J I ,~o I 0" ! 23.,) I 5:6~0 I' 3J" \ ,~L I ':4: J "" I ',6 I c----zs-:~31' "~,, I ,1'J I ;,V - 'o~ I 131 Height I Load in Lbs I 3" x 3" X 11 Gauge Past. 451<,o.i, Steel 'lV-8" 1" 15"~934 I 1,,4 , o!Jv I 010 4!J6 -21, I l1.iJU I o~U I ~dl I ,,'U 4~' I So, I 23.'0 I 8:91U I 5':0 I ....,-, i J~U I 345 I 2BV 1<0:'0 I 6':900 I 4Go I .>4: I J<J" I "0'> i ,; 0 Height I Load in Lbs I 4" x 4" X 14 Gauge Post.. d5 k,o.i. Steel L 20-8" T 12:6!)\) I 744 I bJJ I :~o I 12'T-3 I 93:'0 SSO I <m8 I 4,,7 ~2.() I I,I!)\) I 421 I "'>0 I 311 34-8 I '>,:00 I 324 I "',> I UJ I I 4(;1 j'O'U 21, <'" I I T I 3.5 ';~l 22J I" Table 2.5: Allowable Spans f Heights for Aluminum Pans Utility Shed Roof or Walls 1.1/4" X 12" x 0,026" Panel Wind Overhang Condition Region NONE 1'.<)" I 2',<)" 102 M.P.H. T -4" I T.T 8'-4" 110 M.P.H. 6'.9" I T'<)" T.W' 120 M.P.H. 6'-4" 6'.T T-fj" 1.1/4" X 12" x 0.032" Panel Wind Overhang Condition Region NONE 1'.<)" I 2',<)" I 102 M.P,H. 8'.," I 8'-4" I 9'.1" 110 M.P,H. T.o" T.9" I 8'.$' 120 M.P.H. 6'.11" T.3" T 8'.(1' 1"1/2" x 12" x 0.032" Panel 1.1/2" x 12" x 0.026" Panel [WIND Overhang Condition I REGION NONE 1'.<)" I 2',<)" I 102 M.PH. 8'.5" 8'-8" 9'-4" 110 M.P,H. I T.9" 8'.0" I 8'.9" 120 M.P.H. 1'-3" T.o" I 8'.3" Wind Region 102 M.P.H. 110 M.P.H. 120 M.P.H. Overhang Condition NONE I 1',<)" I 2' .<)'" t 9'..~" 9'.0" '0'.1" 8'.7" 8'.10" I 9'.5" T.'1" 8'.3" I 8'-1'" ,11 ( 3" x 12" x 0.026" Panel I 3" x 12" x 0.032" Panel Wind Overhang Condition Region NONE 1',<)" I 'l'<)" 102 M.P,H. '5'.5" I '5'.0" I 15'."" 110 M.P,H. I 14'.Z' I 14'-4" I 14'.9" 120 M.P.H. I 13'.3" I 13'S I 13'.10" Wind Overhang Condition Region NONE 1',<)" 2'.<)" 102 M.P.H. 13'-11" '4'.1" 14'.0" 110 M.P,H. 1Z.'O" 12'."" I 13"-5" 120 M.PH. , ".1'" I 12'.'" I '2'.T I Room Roof Panel span :'W' as sho,"'" on ,jr3'Mr<;Js Note: To double ~oVi~~ ~@OO"~SIj/l<<l:.'1tIr,jSpan OISCU. IS . AND ROY AL ~ II IMP IMS AU \'t A1UtAl'ITIES, EXPREsSfL, \'t' uro, INCLUDING BUT NOT LIMITED 1'( ~lES OF MEll.CHANTAIlIUTY OR F1': DOEs NO AlTIC\J1.A1I. PUlU'OSl;. ROYAL ALU\" T WAlAANT THAT ANY rRODUCl ~J~TH STATE OIl LOCAL BUILDINC c' f.NSUJ.JNG co~ SOUL Y RESPONSIllLf r.nvw.L".~_ ...PlIANCE WITIi ANY M' ~. ......mc,n 1 At UGtIUI TIONS. MinImum PO'Sl Site J'". 1'"x 0,060" S<:alloped J"lt )". 0.060" Scalloped l"x l". 0,060" Sealloped 3"x 3-x 0,060" Scalloped 3" x 3" x 0,093- \l- x l" x 0 09J" 3" x 3" x 0,125" 13" , 3" , 0,125" 'Thru-8oHs @ L=O+~/l" 11"" a 318" a 2 Z Z Z ~ 3 Table 2,6.1 Allowable Stud Heights Utility Sheds Framed With Hollow Aluminum Extrusions 6063 T -G Aluminum Alloy (Fb = 15.000 psi) Load Condition 102 !<I,P,H ',0 MPH I 12C !<I,P,H I DC M,P,H I ldC M,PH ; 19 ~ 1 Sq. Fl I 23 ~ 1 Sq, Ft I 25 ~ I Sq, Ft I 29 # I Sq. FL i 35 # I Sq, Fl I 2" x 2- x O,OJ2" Hollow ExtrUSIOn ! Wind Load Applied Lo.d 'Load Width 15" 24" Load Width 16" 24" Load Width 15" 24" Load Width 15" 24" g.~' 7'."" ~ D'.:;" 3',3'. ,,..," 3'-0" ~ 2' -1' 3'.'0" 6'.'0" I 8'..," I 7'.11" 7',3" I 6,'0" I 6'S 2" x 2" x ry,Ol5" Hollow Extrusion I~.-' i 6',3" I C',3 : , .., I 7'," I S..o" 2" x 2" < 0,044" Hollow ExtrUSIon 10'," i 3'.0" I 8','" 6..3'. I 7'.3" ! 7'.4" 2- x 2" x 0,055" Hollow Extrusion I I I , O'.~ i ,. I 6','" I '0'..,' I 6..5' 'I Table 9,3: Allowable Loads On Screws And Bolts (AS Recommended By !<Ianulacturers) Self-Tapping and \ofachine Screws Allowable Loads Tensjle Strength 55.000 psi; Shear 24.000 psi /. , Screw Diameter 113 I #lC I #12 ! .,4 I 114" I 5115' I 318- I Single Shear' Ilbs,) 334 418 576 734 751 1253 1566 Double Shear" (Ibs,) 66B BJ6 1,152 '466 i 1 522 2,500 r 3.7 '0 I Withdrawa' 167 209 288 367 360 626 923 Wood Lag Screw Loads Using Southern Pine S,G" 0,55 or Equivalent 1.1/2" Thickness Single Shea< Double She.r (Ibs,) (Ibs) 170 235 210 355 240 d80 Screw Diameter 114" 5115" 318" Withdrawal Ilbs,) 396 624 712 , I I g..O" 7'.11" (Ibs,) Concrete Screws And Bolts In Concrete, BriCK or C.M.U. (Embedment Must Be a Minimum 011.112" ThicknessWittll.1I4" From Edge) 2,000# Concrele I 3.000# Cone,ete Tension (Ibs,) I Shear I Tension IIbs,) Shear 757 319 I 825 352 1,057 816 I 1184 898 I Screw Diameter 114'" 5115" 318" ,443 Aluminum Rivets with Aluminum Mandrel , ,d43 1.776 Screw Diameter 118- 5In" 3115' I Tension (lbs,) 129 '67 I 262 I Shear 176 263 375 Aluminum Rivets with Aluminum Mandrel Screw Diameter li8" 5In" 31 15- TenSIOn (Ibs,) I 210 I 340 I 445 I Shea< 325 4'JO 720 Single Sre.r Scce....s Fy = 36.40 k s I, '!',eid S:cer.gih .. Double Shear Scre....s Fy = 50 . 54 '" s I Yeld Slrength .w. All barrel !ef\9tlis, CehJs IndustrTal Quahty Use maJ1ufactwe(s gr,p range 10 match total ~aJl thlckf1ess of cOr'lf"ectron Use chart To Se:'ect scre'N U S r~vet subSlJtut!oc1 o( a~Q( speclficatlOf'$ 1(1 drawln9S I I 7'.'" 5',9. 7'.4" 5'-0" I I 3',1" 6'.7" I I 8'.9" 7'.2" 1,503 co M o 0 SS CD C) ,.:. CO CO x CO"" N'" gg~~g :lO'chC),...t . CO -... N "" a.~x~,? a lIO~ t; M ~ (, 8 <..J Oco :lwu"8'?.!- :J .0.... ..J~~~<~ <~::),.:.Qz ~B5~~g :: [j ~ Li z<C ::C....JO " C) 'f -... en 6j :j I- (/) o W I :/) o.:j :/) D::: w > o U o ~ il. (/) I- D::: o il. D::: <( U ...J <( :::) Z (/) <( W ~ ...J ro t5~ (/) Q) W Z o 0 U) f= w U CI:: w :::)(/) 1-0 U Z :::) <( g:N U) Z ~O :::)f= zU ~ w :::)(/) ...J <( f.- W<: ~ N ll.SN V) '"' ~- t5 li .., Q.)l.l.(f:: C~~;!;g C~~~~ Q.)Q,o(~", ro3~e.~ . ~ '3 cu ;!; W~O~e. ," ' ~ :J: ~ ......a::"'Il.u. ()"''"'~ ClJJ"'cu Q.) ~ if f- L.. \! (Il ~/~ q 0J s 11. .....JG /)fP/3 0 ~99 ;; 110 ! S~{El 6 OF 7 PAN ROOF ANCHORING DETAILS ~~ WI7Ic;r!~t & ~ \. ,I ( I &31 ~ I~~~ )(I!==f! H Nil " ' I 11.0 ":/ 'F," ~,~ ~''lo _,~ _________ I ~ -tJ~~_ ~=_u EXISTING TRUSS OR RAFTER SEALANT HEADER (SEE NOTE BELOW) Iffl x 9/16' S,M,S. (3) PER PAN ANO (I) AT RISER #10 X '.112' S.M,S. <') PER RAFTER OR TRUSS TAiL ROOF PA."<EL #10 X :314. S.M,S. AT 12' ON CE....TER Iffl X 9/16' S.M,S. (3) PER PA.'" ANO(1lATRISER AL TER."<ATE CONNECTION: Iffl X '.1/4. SCREWS (3) PER PAN iNTO FASCIA TI1ROUGH PAN BOXED E....O EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL HEADER (SEE NOTE BELOW] Iffl X 9116' S,M,S. (3) PER PAN AND (1) PER RISER FOR MASONRY USE 1/4' X 1.1 '4' TAP-CON ANCHOR OR EQUAL AT 24. O~CE."HER FOR W0CC "':><:: 11n ,1.1r2' S.MS, OR W000 SCR/:;"WS A712' ON CENTER ROOF PANEL Iffl . 9116' S.M.S. (3) PER PAN AND (1) PER RISER EXISTiNG HOST STRUCTURE: WOOO FRAI..1E. MASONRY OR OTI1ER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITI1 (3) EACH Iffl X 112' LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112' WASHERS, ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN TI1E WASHER A....D TI1E PA..... PAN RIBS SHALL RECEIVE (1l EACH 1ffl.112" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH Iffl. l' OF THE ABOVE SCREW TYPES A....D TI1E ABOVE SPECIFIED RIB SCREW, ,. FASCiA (MINIMUM) BREAK FORMED METAL SAME TI1ICKNESS AS PAN (MiNiMUM) ANCHOR TO FASCiA A....D RIB OF PAN AS SHOWN Iffl . 3.'4. SCREWS @ 6' O,C. Iffl. 112" SCREWS@6'O,C, ~,I - ;;},if- - - - W~ 10> \ I HEADER (SEE NOTE BELOW] Iffl. 9116' S,M,S. @ 8' O,C. ROOF PA."<EL FOR MASONRY USE 1/4..1.1/4' TAPeON ANCHOR OR EQUAL @ 24' O,C. FOR WOOD USE #10.,.,12. S,M,S. OR WOOD SCRENS @ 12: O,C. EXISTING HOST STRUCTURE: WOOD FRA'..1E, MASONRY OR OTHER CONSTRUCTION ALTERNATE ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACHED TO TI1E HEADER WITH (3) EACH 1ffl.,I2' LONG CORROSION RESISTA....T SHEET METAL SCREWS WITH 112' WASHERS. ALL SCREW HEADS SHAll BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH Iffl X 112' SCREW EACH. THE PANS MAY BE A....CHORED THROUGH BOXED PAN WITH (3) EACH Iffl. ,. OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW, COMPOSITE ROOF ANCHORING DETAILS ~/ ~~, / ~ liT / ~I .", ~- :::l"~, ...J.I:' en" \~'I! W~l )(. ',1 I ~fu~ Ni.. ~l- 0... 0 I ~, 1_~_4;-_~_ =:=-=-'%:1, I -0-..._____ -u~ _____ -------- EXISTING TRUSS OR RAFTER Iffl X 9/16' SMS SPACED AT 8. O,C, BOTI1 SIDES ROOF PANEL #,0.,.112. S..\AS, OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL #10 X 3.'4' S.M,S. OR WOOD SCREW SPACED AT 12. OC. #8.9/16' SMS SPACED AT 8' O,C. BOTH SiDES EXISTiNG FASCIA ROOF PANEL TO FASCIA DETAIL ,r--- ~/~-- :/ /~ i ~.-+-, ___ ~''''-:::'':r' ,P'"" WI-' / ~ fu~ j%i__~~ EXISTING HOST STRUCTURE WOOD FRA'..1E. MASONRY OR OTHER CONSTRUCTION #8.9116' SMS. SPACED AT 8' ON CENTE~ BOTH SIDES FOR ~,1J'30N"Y liSE '/4' ~ 1.IW TAPCCN A,,<r.rlOR OR EQUAL ^ T 24' ON CENTEi< FOR WOOD USE #10. '.112' S,M,S. OR WOOD SCHEWS AT 12' ON CENTER ROOF PA....EL #8.9/16' S,M,S. SPACED AT 8' ON CENTER BOTH SIDES NOTES: ROOF PANEL TO WALL DETAIL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRA'..1ING WHERE POSSiBLE ONLY 15% OF SCREWS CA.... BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINiMUM 1.114' WASHERS OR SHALL BE WASHER HEADED SCREWS, HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS 't". THE WALL THICKNESS SHALL BE THE TI1ICKNESS OF THE ALUMINUM PA.... OR COMPOSITE PANEL WALL THiCKNESS. HEADERS SHALL BE A....CHORED TO TI1E HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE A....CHORS DETAILED ABOVE ARE BASED ON A LOAD FROM '20 M.P.H. FOR SBC SECTION 1606 FOR A MAXiMUM POSSIBLE SpA.... OF THE ROOF PANEL FROM mE HOST STRUCTURE. 10. .'. #Q 1'-" ALL p' 'RPOSE SCRE' " AU 'TECHNK:AL ASSISTANCE M^TUI~.I,S.,,^,' @~2:~C, v . \. P"O~El) .~~.o AND Jl.OYAL FLkt:i(HJi~et\l240R26GAGAlV. OISCl.i'OO ALL ,*,A~J\ANTIES. [}(JUSSED 011. ~P!-J40, INCLUDING BUT NOT UMlTED TO ALL BREAKFORM FlASHING - "AAM:~NTlES OF MERCHANTAbIlITY 011. FITh:E.SS r \ FOil ,AJl.TICULNt PURPOSE. ROYAL ALlIMINIJ),C OOU T'I'AIJlANT THAT ANY PII.ODUCT II'IU COM' Y YlTH STATE Oil lOCAL IUILDING CODES. CVST WW ME SOUlY Il~NSIBU FOil. :iUolSUII,ING COIilPlIANCE 'lf1TH ANY AND AU r- vU.NwENT AlJUU\ TlONS. I ~ ~.~,2~:~~'~~~ 9!?i~ + I! FASCiA WITH 2.318' \J\G / SCREWS AT EACH ANGLE ! 1,11.'1 2'. 3. . 0 050' S M B I / I ~ (4) #10 S M S AT EACH A....GLE I FASTENING SCREW SHOULD BE A MIN ~I / EACH SIDE OF 1. BACK FROM THE EDGE OF F\J\SHING II 3. COMPOSITE ROOF PANEL ' SEE SPAN TABLE 7"--6' ,./ llJ cz: :::l f- U :::l cz: f- en f- en o :I: ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS " FlASHING TO BE iNSTALLED A MIN, 6. UNDER THE FIRST ROW OF SHINGLES 2, STANDARD COIL FOR F\J\SHiNG is 16' ,019 MIL COIL 3, FiRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FlASHING PROPERLY 4. FlASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE 5, HEADER WILL BE pUTTY TAPED AND CAULKED EVEN THOUGH FlASHING IS TO BE INSTALLED 6. IF THE DROP FROM THE EDGE OF mE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE THAN ,. THE.'1 THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS CROp 7. ....'HEN US,NG FlASHING THE SMALLEST S'ZE HEADER AVAIlABLE SHOULD BE USED 12. ,03 MIL. ROLLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS THE FLAP LIP OF THE HEADER BACK FROM THE EDGE OF TI1E FlASHING 8. WHE,'" SEPARATION BETWEEN DRIP EDGE ANO PANEL FlASHING is REQUIRED 112' SEPARATION MINlMGM 9. STRIP SEA\J\NT BETWEEN FASCIA AND HEADER PRIOR TO INSTAL\J\TION PAN ROOF ANCHORING DETAiLS SEALANT ;j PAN HEADER (BREAK.FORMED OR EXT,) I /~ #8 X 9-16' S,MS, (3) PER PA.'" "... ~ A."<D (1) AT PAN RISER ~ . ~....' i RIDGE CAP HEADERS A....D PA....ELS ON BOTI1 SIDES OF BEAM FOR GA3LED APPLICATION \ \ ~ _--: r-- +/ JI.. #8 X 9/16' S,M,S, (3) PER PV A....D (1l AT PAN RiSER #8 X 91~6' S,M,S, (3) PER PA.... ALONG PA.... BOTTOM \ \_ PA.... OR COMP, ROOF PANEL AL TERM TE CONNECTION: #8 X 1.114" SCREWS (3) PER PA.... INTO BEAM THROUGH BOXED END OF PAN AND HEADER. ROOF PANEL TO BEAM DETAIL , , ;----~~ SUPPORTING BEAM (PER TABLES) ~ ~ NOTE: WHEN FASTENiNG PA....ELS OR PANS TO WOOD P\J\TES SCREWS SHALL HAVE A MiNiMUM EMBEDMENT OF l' ROOF PANEL (PER TABLES) SEeTIO.... 7 / FOR PA.'" ROOFS. (3) EACH #8 . "2' LONG S,M, <;, ~ER 12. PANel FOR COMPOSITE ROCr'S: #10. It + 112") S,M.S. wr,';~ '.114' DiA:..1E"1 ER FCI.DER WA.5HERS @ 12' OC. (LENGTH = PANEL THICKNESS + 1') @ ROOF BEARING ELEMENT (SHOWN) AND 24. OC. @ ....ON-8EAR'NG ELEMENT (SIDE WALLS) ~ ROOF PANEL TO BEAM FASTENING DETAIL (1) Iffl. 112. WITH HEAD S,M,S, TOP OF EACH RISER ROOF PA.... #10 X '.112' WASHER HEAD S,M,S. THROUGH BOX HEADER 12. OC. iNTO HOST STRUCTURE ....OTES: ,. WHEN HOST STRUCTURE IS MASONRY USE 114'. '.114' DRIVE PINS OR 114' X 2.1/4' THUNDERBOLTS 2. FASTEN THE EXISTING SUB-FASCIA TO RAFTER TAILS FIRST WITH #10.3. S.M,S. /~ r 30X HEADER 3EAD OF CAULKING ALONG TOP OF 30X HEADER (3) PER ROOF PA.'" Iffl X 318. wi HEAD S,M,S. O,C. INTO BEAM (3) PER ROOF PA.... #10.,' WITH S.M,S. THROUGH ROOF PA.... A....D BOX HEADER O,C, iNTO HOST STRUCTURE PAN ROOF AND BOX HEADER . : & ,-& I \"IV! \ / I I\f \~ V ! A = WIDTH REQUIRED FOR GUTTER B = OVERHANG DiMENSION I BEAM TO WALL CONNECTiON: ;i'-- A -'" (2) 2'.2'".0,060. EXTERNAl. Y MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MiNIMUM (2) 3.'8. X 2' \J\G SCREWS PER SIDE OR (2) 114'.2.1/4. CONCRETE A....CHORS TO CONCRETE OR MASONRY WALL ADO (1) A....CHOR PER SIDE FOR EACH iNCH OF BEA'..1 DEPTH LARGER mAN 3' (ALTER.'lATE) (1) 1.3.'4' X 1-3/4. X 1.3.'4'. 1/8'INTER.'IAL U-GLlP ATTACHED TO WOOD WALL WITH MIN. (3) 318'.2' \J\G SCREWS PER SIDE OR (3) 1/4..2.1/4' CONCRETE A."<CHDRS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM DEPTH LARGER THAN 3. RECEIViNG CHANNEL OVER BEAM A....GLE PROVIDE 0,060' SPACER AT RECEIViNG CHA"'NEL ANCHOR POiNTS, (2) #10.2.112' S.M,S. AT RAFTER TAILS OR 2'" ON CENTER MAX. WITH 2'1( 6' SUB FASCiA MUST REY.AlN FOR A....CLE STRE....GTH NOTCH A."<GLE OPTIONAL 2' . 6' SELF MATiNG BEAM WITH (4) #10 SHEET METAL SCRE'NS AT EACH ANGLE EACH SIDE CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL co ;; o 0 ~ r.tJ ell ~ co co XCOr-.Nl() g~~~g :ZO'mell'~ . co ""N r-. ~o.!;;x;:l;a:' z...."'<'O _(/) u.oo :z<~ogco 1.U O,,.!. ~ .0..... .J~~oot<;i <oot::;)~Qz ~~re~g ::!i1~~< i3...Jo z _ ell J: "" en Cd :j .... -l ~ :J Z ~ (/) ~ ct. z ~~ O(/)(/) uw::J OOcn j::(/);:: ~w o..~r--. ~ ~ 6 (/)Uj:: f-:Ju ~~w Of-(/) o..(/) a: ~ ~:J Uz ~ :J -l ~ .f- w ~ ~ . '"' N 0... -.I ~ ~ N ",'" :::f ~ u: ~ Q)U.(::: Cf-Z'l'~ zO"':t) c~~;e", Q) (1, 0( ~ '" m9~g!.~ . ~ ~ llJ cs W a 0 ~ g!. Q)'~it~ ()ffi~~U. CLlJ""UJ Q)~><f- L..l~,g :: ci ro (l. -l,u 1/ v SHEE 7A OF 7 Cc /'- /' /'- /'- /'- J 12,00' -----.- MATERIAL: 0,019", 0.022", 0.028., 0.030., OR 0.036. 3105 H-28 ALUMINUM ALLOY 12.00" X 2,50" SUPER PAN @ ROOF PANELS (PATENT # 4,918,898) Table 7,5.1: Allowable S pans for SUPER PAN :v Panels for Various Loads Royal Aluminum,lnc. Manufacturers Propriet.lry Pivducts: Aluminum Alloy .3105 H-28 I" z:m........-n. - <o:m~;oa "ers---- r open Buildrngs Ifflnd Applied I o.erhan; CondItion Reg,on Load I mtl:. ",0" I 2',0- I 3',0" I t '02 M,?.H. I 11 I 13'.3' ')'.5", '3'.'0": .,./" "0 r.U.H. I 20 I 12',3" 12'-5" I 'Z',"" I 1),,3" I 120 MP,rl. 23 I 11,5' 11',7" I ,2'," 12"""1 125 M,?,rl. I 25 I '0'," '0'"," I :'-5" I '2"" I : ",0 M,P rl. I J2 I 9',3- 9'.'" I 10"0" I ' ',5" I I 2.112" X 12" X O,022"'Panels Open Buildings !, Wnd ! Applied Overhang Condition P.egion ! Load '.JJrl:. I ,'.0- /,,0" I 3'.;)" 102 M.P.i'1. 17: lot'-r 14'.5- :4'.1D" i 15 .5~ I "0 M,?H 20 <}',2" 1J',.. 1)',g" 14"0" f 120 M,P,rl. 23 'Z'.3- '2'.5" 'Z',,," ')',3- I '25 M,P.H. 26 11'.6" 11'-'S" '2'.3" 1J'.J~ I 140 M ,Prl. I 32 I' ,)'-5" I ' 0'.]" 11',Z" , Z'.J" 12,1/2" X 12~Panels I Open Buildings I \"'Vi~d Applied Overhang Condition I P.egron Load ,'lOtI:. I ".0" I 2',0- 3',0- I '02 M,?,rl. I 11 '0"" t :0'-2" I ',;'.]" ,7'-2" I 110 M,P.H. I 20 '4,'0" I '4'.,,' I '5'.4" :;.,,' I 120 M,P.H.: 23 I '3'.10- I 13',,," I 14";" ,;,," 1 I 125 M.?,H. I 25 t lZ',l1" I '3',Z" I 1)',]" 14,4" I '40M,P.H. I J2 I 'I',a' 1'1'.I"j 'Z',4" i 1)',2- I' 2.1/2" X 12" X 0,030" r'ane s open Butldlngs I/lind Applied Overhang COf1dition Region Load ~X)f'E. 1'-0" I 1-0" '02 M,?,rl. I 11 '5.7" '5',9" I ,r.I' 110 M,?H i 20 '5,4' '5-5" 1';','0" 120 M,P,rl. i 23 14')" 14.S" I 14,'0" '5.5- 12S M,P,H. I 25 I 13,5" 1)',]" i ".0" ,...- 140 M,?,rl. i J2 I '2',,' '2',)" I 12",," I 13,';' 12-V2"<12~W Pa ne Is I Open BUildings ! VVind I Appl;~d o..~rha.ng Condition I P.eqion I Load ! tlOll:. I ",0- ! 1',0- '02 M,?,rl. I 11 'a,2" !~'.)' t la',?" 110 M,PH I 20 I '5',,- '6',10" I , r.3- 120 M,?,rl. I 2) '5',7" '5,," I 16','" 125 MP,rl. I a I 14,3" 14,'0" 1 .;,)- I ,'0 MPH I l2 I ')',3' 13',;' I 13','0- I -'-----1 Enclosed oUlld!ngs Vlind i Applie d RJ!iilion i Loa.d i '02M,PH I 29 110 ~,P,H.: J5 120 'd.P.H. i 41 125 M,P,rl. I 45 HO!.A,P,H. i 56 o.''C!rhan9 ConditioM ',0" 1 2',0" I i ;0'." '0','''' 3 .6'. ! 10..1" 3',,' I ,',;" a,s" I 9',1" 7',7" I a',4" 3',0- , t'.IO~ 11',0- 10',5" 'O'T 9',6- !lOrIC i ,c'-r I ,',)' I a'.7- ! a',2- I /"'." 1 \"-tind I ~gion '02 M,P,rl. 110 M,?H I 120 MP,rl. i 125,'.4.P.H. : 140M,P.H. 1 ~8utld!ngs Appli~d Overhang Condition Load I ,'IOIIC I 1',0" 2',0' 29 I l'J", I t~ \" \. I 11'.8" 35 9',\'" lJ',2" I 10',,- 41 9"-2- 9'-5" I 'C'.O~ 4S 3',9" 3',11' 9',a' 56 r.,O" I a','" a','o" 3',0- '2'-0- ,\'.)" 10'.'1" lo',a- 9..11" Y'lind RJ!gion '02 M,PH ,,0 M,P,rl. 120 M.P.H. 125,MPH '40 MP,H. I::ncfosed BUildings [Applied I Overhang Condition I Loao r ,'lOle 1',0" 2',0" 3'.0" I 29 I '2'.." '2'.5" 12'.1'" 1)".8- I 35 t 11'.2" i 11'." 11',11" I "',3- I 41 I '0'.4" ;0'.5" 1 ~,.," i 1 ".,," I 4S I ,'.10" '0'," I ,o',a" I , 1',7" 56 I a'.IO" ,'," I 9',9" I 'o',a" 3',0" ',',a" 16'.5" I'<1nd I ~gion '02 '<IP,H. I 110,M,PH I 120M,PH I '25 MPH. I 140M,P,rl. I Enclosed 8uiTd!ngs Applied 1 Overnaniil Condition Lo.d I !lOle ",O"! 2',0"1 3',0" 29 I 12',9- '2',11"1 1)',4- I ,,'.'" 35 I ,,'.)" 11,," I '2'.3" I 1)'.0- 41 I 10',a" !O'.lI"T "-5" I 12',)" 4S 1 '0',3' 10',;" I '0'.,,' I 11"'0" 56 9'-2"! 9','" I g', 11" I 10',11" )'.;)- ,,','" , /",g" I 15',," I 15. '0" t 14'.6- i Enc!osed BUlld!ngs '~-V;nd I Applied Overhang Condition P.eq,on Load !IOIIC I ".0- I 2',0- I )'.;)- '02 MP,rl. I 29 '3',11" I 14,'" I 14"0" I '5',2" 110 M,?,rl. 1 l5 '2',3" 'Z','O- I '3',3" I \4'..0" '20 MPH. I 41 lI',a" 11,'0" I 12','"T I)'.z- 125 M,PH I 45 lI'.z- 11,4"111',10" I 11',3" 140MPH I 56 I '0'.)" '0',;" I 10',g"T ",a- I /---- ,2,00' / cf'--/ 100' " \ ~ N "" ~ 300' -----,< ~ 3,00' -/ MATERIAL: 0.028 OR 0,034" 3105 H-28 ALUMINUM ALLOY 12.00" X 2.50" 'W' PANEL Table 7.5,2: Allowable Spans for Royal Aluminum 'W Panels for Various Loads Manufacturer-; Proprietary Products: Aluminum Alloy 3105 H"2S 'n" x 2.1/2" . O,;2S". VV' Panels i ----,- - --openat;;rcnngs- -., I Enc'v;ed"g-u~ yVind I' Applied I Overhang Condolion I VV1nd i Applied I Overhan9 Condltion Region I Load i ;XXE. I ,'.0" 2'~" I 3'-0" i Region r Load I ~t:.)r,E. i 1'-0" I 2'~" I )".0" 1 102M,Prl. I 17 I '5,4" ';',;" 1 '5'.10- I '6'-5" i '02M,Pf{ I 29 I 11',.- I '","" I 12',;" t 13-2' 1"0 MP,rl. I 20 14'.'" 14.)" 14',a- 15','" I 110 MP,rl. I l5 10'.8- i 'C'.!J' I ".;- i '2'.)' i !20M,Pf{ I 2) I '3',2" 1J',4" 13',9- 14',5' I 120!~,P,H. I 41 9','0- 'C'," t lO',a" ! 11'0" f 125 M,P" I 25 ',,4' \"0" 1)',0" 13',," I 125 MP,f{ I '5 9'.5" ,'.7" I 10',)" I 1 '-2' I 140 M,P,H. 1)2 , ',2- , '.4' , '.10" '2',d" I 140~,PH I 56 a'.;" I d',a" I ,',4" 10','" I '2" x 2,112" X 0.034". 'W' Panels I Open oUilalngs VVlnd j Applied Overhang Condition R2gion Load ~~tE. 1'.0" 2'-<1" 102 M,?,rl. I 17 '0',10" :5'.,," ,r,4" "0 M,PH. I 20 ';-6" ,;'.a- '0'.,' '20 M,P,rl. I 23 I 14"0" 14,d- \;',0" I 12S M,PH I 25 '3',3" 1)',9" 14',1- 140 M.?,H, I J2 \Z'.)" '2'.5~ '2"-"" ~BUlldlngs I'<1nd I Applie d Pegiof'l Lo..d '01 ~-,?H. I 29 110 fA?" i )5 120 MP,H. I 41 125 ~,PH I 4S 140 M.P.H. i 56 '1;)11:. 'Z'.11- , ,.,- I 10',10" I 10','" t 9'.)" Overhang Condition ",0" I 2'.;)" I '),'" I '3"0- I , 1'.1 ~ '. I \ 2'_54 11',0" I !I',]" I 10',/" I !I.'" ,',0' I '0'," 3',0- ~ r",,4 'o'.d- IS'-!- 14".'1" l)',a" Note: Total roof panel ....'dth = room \'<idth plus ....all width plus o.emang, AU TECHNlO.l ASS HlOVlPEO 'A$.I$. ~;"ICE MATU/AU AVE OISCLAn.cs AU WAAAANr ROYAL ALUMINUM ::~~ INCLUDING BUT ~~' L::'ll.E.SsED OR ,,,,,,,,,,./ES OF MUCHANy OLD TO, All fOA A PMTICUlAA PUII.PosE. AaIUTY OR FITNESS OO€S NOT \1VAAAANr THAT ROYAL ALUMlNlJM COt.cJ>LY 'WITH STATE Oll. L""'''f''Y PRODUCT IFILL CtlSTOMfJ\.S ME '-^-"l BUILDING COD ENSl1J./NG COt.lp~L Y RESl'ONSIBl.! F~ COYf.1.NMENrAUEGtJV.~~ ANY AND All - I 1 3',0" 14'.3" 1J',2" 12',5" i , '.11' I 11','" I ~f f ,2' ------/_ 12" X VARIOUS HEIGHT RISER ROOF PANEL Table 7,5.3: Allowable Spans for Royal Aluminum PANS for Various Loads Manufacturers Proprietary Products: Alu.-ninum Alloy 3105 H"28 1'.114" X 12'~ffiSerPane,s ~ 1 . ~~n,,;:--~"-'------'-cnclosea13'WTdTng;-- I Wind 'APpl!e~OYerliangCOiidTfjon, I Win"lAPPrrear--overhang, CoodltJOn Region I Load ! NONET V'~12'~"-rY~'.-j Reg!on I Load )NONE, 1'.0" I 2' I v I ~~r-t-7".5"Tr:rtO'=~,rtnfi?H I 29 . ~:i6"l' 10,11" : O'=:l! I ~;~~ ~20 I 6.10" I TTT ,.11' I g'.,' 1'10 M':~..---r - ,.," I 0 (. ! Tll"! , ,PH.: 23 1 6'.,' i 6,9' I 7",,' I 8',9" 120 f.f,~,~, I 41 ,4'.10 I 5'1 1 o'} 1 7'.8" 1 rum,?,,,.: Z~ : 6'.0" I 5-4 I {.3" \-0'=<>' 11,Olf". I 4..--f--T,7"', 4.11" I 0"'" 7',( ~,P.H.' 32 : SC5lSC9' i 6'.9" I 8'.1 14<l M.~o" I 4'., I 4.'i"'jo." I {.J Note: Total roof panel width = room ",'dth plus wall 'Md,h e'cs o.emang Table 7.5.4: Allowable Spans for Royal Aluminum PANS for Various Loads Manufacturers Proprietary Products: Aluminum Alloy 3105 H"28 I 3" X '2" . 0,019" ~?anels I I openBurldlngs T Enclosed Bu!ldlngs I l Wind I, Applied I Overhang Cond,tlon I Wind APp !ea L ~Cond:tlon Region ! Load jlqOl'Hol~!7-0!Y<l"l Region Load IflONE ".0' I 7-ll' I 3'.0" I ~~7 12'"10"1'2'" I 13'.S I 14'.2' I 102 f,l,P,,",, ". 1 ".lU lU-V I IU', -0 I f1l~P,H. i 20 . II "UI,,-TI '2'-0 13'-j' 1'10 M,P,H. Jr--rd'-\I 9',,, I "',lU' 1U','7I rrror-r.P.H. 1 2J i 11'.;]' I 11"J" '. 17.~Q!;f,p,,",. ., I '"j 0-0 I .., lU"J I \TIn.f.P.H. I 26 I '~'A' I '~,( 1.' I 1.11 12ru~s I (." d'.~O"'U ~. I ~,P,R. I 32 ' 9-4 I 9., 10.2' I 11," 1'40 M,J>'Kt-~., ... o. 9'"J I I 3" x \2" x O,02~Rlser Pane s I Open Buildings Enclosed ou!ld,ngs hiiln;d JI Applied Overhang Cond!tlon , w!ncr-rAppl!ed Overhang l"ono,Uon Region Load NONE"n~.o"": ~IY~~ Region I Load jlqONE 1'.0 I "'-<J' J'-<J' I ' ,~ 10"1 16'.2' ,o.rn1".2" 1()Z~,Pl1. 2~ 1,.4 "'-0 1[." lJ.,;' mE.P,'" i 20 14"10' 14"11 1S'.4 ,., ,'0 M,P,H. JO ,I.,," "" I I 1,,"" ~2J 13'.10' IJ'. 1 4", b., -j2IPI,~.,",. I ., I IrJ'.4" '0'.( I \I., 1""\1 ~~;rK-r-26 '2',11' 1>'.2" 1}'"7 14.4' ~ru~~ lU'", I lU-o ,. i140T,f.P,H, I J2 11'.9', ,.11 1,,'., 13'7 14()"~,PH. i 56 r 8'.10" 9'., I 9',9' lU'.,; ~~3~?ane s Open- "ulTdlngs ] enclosed BUildings Wind II Appl!ed I Overhang Cond!tlon I Wrnd I App[leo '----Overhang I"ono!tlon Region Load IN01':~"'T-~r.o~~~r-<l"l Region Load jlqONr: I 1'-<J I ,'-<J' J'-<J' ~n:.r.~~~:n" 'l'd'.} :6',3 i '02M,r',H'1 '" y.riT37i"TIC, ]0'11 [1TO"lif.~~' ,o'~'TI~~~~: I :~o M~'-1175 '2" I IJ-v I 'n ~~~3 1'.4 "5"'lrS:1.:l"'r:]~~,' 1-0 I ,,'L 1'''''' [12>M',P,H'1 26 I ~4,sl'4"O 114=1"1' ,'5'",( n;n'11.r4~;Y:-1\ 11,1 I 11-0 17~ [140I~:;>]1.I3r-r71T"fl~J.r~.~ I ,r.~5. 1,.1Uo-V I'v'( 1"-0 Note: Total roof parei NICU, = room Nldth p'L.;$ wall ',ol('cth ;::1(,,5 o..ert'arg co (;; o 0 ~ CO en ~ CO CO XCOr-.('\j1ll g~~~g O'c>>Q)I...t . CO"" ('\j r-. a.~X~a;> t;;"'i1:6g 1 <iiogco UJ Ot~ ~ ..O~ .;:;~"t<~ <"t::)~Qz >-COCOa:O <cnr-.Of= :::ii:l~u:<Z ~..Jo I ~ .:J lJ.J f- c p.~ r;j :j ...J < :J Z < (/) :2 cr: z ~ 0 O(/)(/) UW::J o 0 aJ f=(/)~ <W 0.. cz:: r-. ~~~ (/)Uf= f-:JU CZ::CZ::W Of-(/) 0.. (/) cz:: :2 < :J Uz :2 :J ...J < f- W~ f- 0...5 V) ~~~ C,lU c~ cUJ C,l~ (1)3 .~ Wo C,la:: {)UJ c~ C,l(3 L-~ ~~ci ro ::; 0.: -lG N N M ..J "-.... ;f~", 0....'" t-rO'" ?(~~ oC5rO J:e~ 5~g oo~ VlJ:~ ~fu~ ~uj Xt- o en , Sin 3 0 ~S'9 /j/!V / SHrfT 70 OF 7 01 r j~ I '--' ALUMINUM SKIN EP S, CORE SIDE PANEL CONNECT- TIONS VARY (DO NOT AFFECT PANE:L SPANS) SELECT PA.'1EL DEPTH FROM TABLES /------- 48' /' COMPOSITE ROOF PANEL [INDUSTRY STANDARD] Table 7,1,5: Allowab'e Spans for Indestry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H.U or H.25 1,0 EPS Core DenSity Foam :J~~~'r'f ?3.nels - - -o-p:e-r.?:;"!dln9~ . ~qulrdln9s I--'Rin(j'--~~ --QYerhano; r~z,ii"ai1iOri-'~ --t - Win~(ie~-:---UYern.:artQ l,;,)njlt.?n I Region 1 Load ,rc;C?..~''''.<l,2'".<l~:r~'''''''.,yo- Reg,on Load l"<O>Jc-T~7~:r.o" I 4.0 i~O<",~-H i ",'I ,i '~17~!'T '.4 ,I fO:f'\l'~~'T~,' ,,4 "".i 'Il," I 12"'~ 1"0 M";>Kj2iJT1C'CITTTf',2'jlT,O"':'"~:r:;-',O" ;>:;r-1~'3"'TT~7,T7"W.J"ilT -Q , n20V,~2~C'".~C".~C'=l1'.'--T~'.:TC''---'~12Q'"';f-?H. _ 41 i 7:3 i I .~1 ; ~--3"' I ;.; I "., 1125V,~151"?:IITl~~~~7~12s-\l,~i-~~?~ J 11...1v !'14<rV~J.-r-o,r-~7~;;.o~:9114J'f~~;:...--0-';r-7,r-~~ r~~o-,7Jz-rr-anels op:en BUIldings :::nc!osed 3uildlngs I Wind I' ApplIed I OverhangC,;ondltlon ,I Wind I ~pplled! , UvertHl('9 con, dltlon .----.J RegIon Load fGGNETT~lr~-"'--Y-O~.r-~ RegIon ! Load i~O~c-l"'""~T~~TI~~" i I'D2..;>:11.jl~:T~T.'5ilr.1v '." ',~n:f'\l'~~(1,2 '1l4 '~~i 1l'0'1if,~2UT'7,~~r1T~'ilIllO-..r~orT7'J I 'i-Q 1 '0",' I 'H1" I 12",) , i'2<rV.f'11."!<J I II., I II''7'''il~~:J'Tf'il20-..r?H. I 4, 1 0., , 0'., I ,., , Ill,,, I "''9'! rl<nrl'~2~ 1 I (1,'Tj', '0",1\ i "-Q 'T~!"'5"'!l, 2ffi,~3"<~?,'--~Il.z- I ,,.,, , n4J'l.f'11."!J ,rTTTIT'Tl(1~:5"Tl:r:~,~50 I' ,4 , ,,' , 04 I 'i-6 I ,~ rTT4a"Xnw Paners I I ~81J\1dH"igs : En<:.losed E3lJ(ld(M~S. I ! WI~d I Applied: avem,ang (;On,.dltJon _J Wind I' .o1pplied L Overhang COf1dlbon .,........J I Reg,on Load ~O"iE'l~7.\1~T.<l"""4"-ll'j Reg,on Load I NON~T'.\1""T7.\11T~" I 4'.0 1l0nl:~'~ I ~~,~;:1Il"flB''TI', ~""Ta[102V,~, ~7,0'jl7,'2":'7,a-j1).) I ' . rn1j":;f,~< -Q I 14'd-1 '5"~'~Ei'7"Tl11j1i(~~Il.II I ",2 I II~7-o I IJ'., , I c;21n<f,~2J-TT'.Q'71~ 1 ,.'. ' 1"a-j120'lif.?,H. I ., I 10".1 1174, '",1\ ' "''9"'''f17-Tf'l i 12nr,~2...-h7,..iTZ:lO : IJ4- . '4,f'T'5"U"7TIffi,~T6- ,.,0" :0,,- i 114 , '7'7'1 ~,?l1:"!J1--tIT''5'"TIT'a'''T'7'~'Z''''' 1J,,'~,;>KI:;O-;-?,3" 0,11 7'O"!lcr..,- \ II.... I ~ote: iot~ rrxi ~a~ 'Mct~ = room 'Mctn :-lL <; ,....<:Iil 'Mdt1'" pl....'s c'.emar>9 ~ :-~ J-t, 0,019' ALUMiNUM COVER PAN OR CONTiNUOUS ALUMiNUM SHEET tIJ3 X 5i8' CORROSION RESISTIVE WASHER HEADED SCRE\VS AT 24. 0, C. AL TERNA TE #8 X 518. SMS 1'11112' OIA.',\ETER W"'SHER. 1'1 TYPICAL INSULATED PANEL NOTES " iNSTALL RIGID FOA.\A INSULATION INTO AlL.MIN\"M ROOF PA.'1. 2. COVE,q INSULATION WITH O,O~45. PROTECTOR PA.'1EL WITH OVERlAPPING SEA.'-.1S. 3. INSULATION PANEL SHALL BE CLOSED WITH ALUMiNUM ENO CAP TO SECURE PLACEMENT A.'1D TO DISCOURAGE THE '1ESTING OF WILDLIFE A.'1D OR iNSECTS, 4. PROTECTOR PANEL WILL BE SECURED BY tIJ3 . Si8. CORROSION RESiSTIVE WASHER HEADED SCREWS, 5, SCREW PATTERN WILL BE 12' ON ALL PER,METERS AND 24. O,C, FiELD ON EACH PA.'1EL 6, ALUMINUM E,""D CAP WILL BE ATTACHED WITH (3) #8.~!2' CORROSIO"" RESISTiVE WASHER HEAD E 0 SCR E\'IS Table 7,1,6: Allowable Spans for Industry Standard Composite Roof Panels for Various loads Aluminum Alloy 3105 H.14 orH.25 1,0 EPS Core D~nslty Foam :rx-'la~ O'.~~.... ?anel) oo:eii"SUiTJH"\JS -Enc,v~u 3'JI!CJn<15 ~na--;-:z\pp~, ---~,;~ConCili6(, 'Nrrd ;'ppl1ed oveming-~tiOn--1 ,',~e9ion Load r:'lO~~rT'''~~ 2""..j~T.Q!.r.Q--: Region ! Load i11ON~-J"""TT.J""'-'--Y~~ I'C2V~I'T':r,:)"7T.r:~:r,~;:~o:r;-102V,~2~ I 1\1''T1.'~1 i \I" '2","J'T'r.,..-; r'lO":;f?-;:r--2~~rfl1:r~'T15"7Il,~,I'J1:";J I .-'1' I ,.1' I 'e" I ",5 1'77'" :12If\f,;>~2y---.7~7,""7~Y.~,"-12~PH, 4, ; "0"0 'T'~:""~~ 1125V,~2S--Tr:-~~~:-:\T"7'z:1C""1\j:'~'2~,?rl.: 4.5 I d.~~7-07'O~ 11.3 I ,~-mV.~J~-r:.~j~~f":-';~nl1~.PRi50 I {.f . /-" i :5-3 . :J.T ~,., I r-i4.a If. (Hi2"rPane,s oper;-SWTdlngs ~Buddln9s I 1~ln.d I Applied i ., overtl,ang GOf1.dltlon '1V1,:d I, Applied, Uverl1ang condttlo~n ' Reg,on i Load r~ONETT.lfT2".c"""J'.<l~:r.o"""" Reg,on I Load i'1~.\1I7.<l""";J"~ 11 02 V.;>:11.jl7 I ~~.4 I 1~~T:J"""i10~r-lO~.~~-~ I 'i'i.~i , 'z.:, : n- I,. C1If\f,~2IJ!T:r.;r-'::r"~8'IT'~.TTllOV,~1s-T1\T-d"T'~"5"TT7' I, . 112(l:;f,?11.I2Y[1!'-7T':l'4''':l3'7'i'14'".s''Tl5'''5'Tl2~:PH., 4' I g.,," I 1~'.'- 1 'cr," i 11-T' I ,2".... I jJ<ffi,~25 I '2,' 177"'fl!',O" i 1J." , 14''TT1<51.T,?~') I ,.d i 1(l,J ,1\,2 '2"4"! iTIJV:~:Jr-T1T2' \14 I \1,'Q"T':r.3"'71T~,?:KI>rI'"...,m.d""T,,' \(),4 1 \1.. I ~ . 0:030'" ane 5 ~d\n9S I ~ U\ 1r",gS I Wind I Applied I~Condltion ,vvlnd'" Applied I ~ 0f1 ltion Reg,on . Load fcJO~~"'-.lfT7.c1J"~:r.lfl Region I Load r'1O"i~.\1IY~:r~ I roa~~. I 'T"'i1'Tfl7"'O"T'o,'2"'jT6"~9"5IlO~~29'!-1J.' I 'J,5 I 14<; 114'10'" I :5:Vl rn~. ' ., ~6'4"1'o:5jT6"'1lT I ' T.o i ,01 i 11(f,,~15""I'T-4"Tl~2"'" I I:J.T I >!,~ [12OV,;>Kj<JTl'5"J'ITS7'l15"'Tf', >57'Il,' T7Il2-o:;f,P,H.: 4' i "., I 11. '2".' I '2,\1 ! ,~ ! 1'25'l:f'11."!"25 : '4-4 : ~r-':l I ~4.'Q"1 1sr..Q"TlO.~25M.?H. I ~0'.'1~1 ,~. "-1 I ~Z.~~: ~3T.Q" j ~,~....--TlT-ITT'Y-T'TlT-Q i 14,3 ,15',7TT\llV,PJG""""'5r!PTI".' I '"'' "., i '2'" , ~ote: "'01:at roof pare 'Mcth :; 'ocm 'Mcth plus ,....atl 'Mct:-1 ~...s c.erti3r'9 NOTE: ALL TeCHNICAL I-SSlSTANCE "'Al1:Jl.IAI.S u. nOVlOE:O 'A,S.~'. AND Jl,OY.~!- ^I.UMIN t.:,., ALGMINUM FACiNG OISCV.lMS ALL ....AlI.MNTlU, EXPMSSED 0" lMPUlO, IN(LUO~ aUT NOT LIMmo TO. ALL WMP.ANTIU OIl MUCHAl'IT ^1I111TY 0" F1TNf..!>S FOP. II. PAkTlCULAk ,u~, KOYAL ALVIo!il'U~ EXPA.""OED POLYSTYRENE OR POLYISOCYA.'1URATiDOfJ NOT 'lIMMNT THAT ANY PRODUCT \flU COMrLY YlTH STATE OA LOCAL WIU)I/'.'G CVi:>U. CVSTOloIUS Me 5CULY "&ONSIHi FOil ENSUklNO COld'lW'lU C'rTH N'Y AND AU MINiMUM SLOPE ,/4' PER FOOT WHE'I iNDUSTRiAL OOvu.NMfNTAL UGVLI< TIONS. ADHESIVE IS USE) FOR ATTACHMENT THERMALLY BROKEN MET AL SKIN ALUMINUM EXTRUSION a) Z;; o 0 g <0 0) ~ a) a) Xa)"'N'" ~~~~~ q~,",~~ a.~x~a) t;"'~88 L5cig~~ '0 ... .J~~"'<~ <"'::J~Qz ~5S~~S ::~-:;;ciz< J::-'o ~ 0) :f '"' L3tr ~ ..','..,"....",",.,'....,','...."."".,.'.'.,..,",..,.'.'..'.','.'..'.'.','..,','.,'.'".,-,. . , . . . . '" . , . . , , , .. . l ......""., ..... "" ..,. ["...".,"'.'....','... ~ . . . . . . , , . , , , , . l .""'.".""'" M , "-I, (f) .:J Ll.J ::j f- ....J -< :J Z -< '" ~ C! Z W > C) a (/) (/) w U W ....J a 0 en f= (/) ~ -< W 0- 0:: I"- ad :J Z I- a (/) u f= I- :J a: 0:: u a I- w 0- (/) (/) a: ~ -< :J U Z ~ :J ....J -< w~ N .f-; 1l.:S N (I) .., ~~~ ...J U. .., Q)1..l ~~~ c~ C'" >:<0'" Q)~ <(::::. ~ COg o(!;<O :I:"'''' .~ 5~g We oo~ Q) <JlJ:~ a:: ~ffjUa () ~ .., ...J C xUJ Q) i3 of- L.- ~ c:l :: 0 ro -' 0: 5 ......J G EASY LOCK SUN RAY TWIN WALL FULL LENGTH DOUBLE SKYLIGHT SYSTEM SCALE 114. = l' The Skylight Panel System is designed to span from support to support mated to a full 48" EZ-LOCK panel between skylights Use Table 7.4.1 for allowed s~ans of the EZ-LOCK Panel wi skylight system. ROYAL ALUMINUM EZ-LOK ROOF PANEL SCALE: 1/4. = l' ~ Allowabrt Spans for EZ-LOK Pantrs for Various loado Roya' EZ.lOK Compooilt Pan.ls Maru./l<:turtr1 Prop(";.~ry Produc!.l: Aluminum Alloy 3105 H-14 Of 1-1-25 Fearn Cort E..P.S.~' Cer.aity l ,.. W'''''" ....... 10: "_'J\. l1G lI..'.i<!. \lIlY.P'/{ ,.uM..P,Jool ~4G ".'.11. 10.OZ. Roo an. with v.'~. 0 en ulldln. ~"""1C;.('laItlQft """,,,E '.4'" r4'" 'f'.". Ir.qo Ir....o '5'..,. If"" 'e'.,. '.""" '....... 's.'. ~,...,. , :r.\0" ."'.J" 'T"- .r.... 'r.l1. ""..... "'., " ,. " 1I " .. .I 4' 10,C..4 Roo lr:tl wi .~ 1.I\\d t'I , ev.rt"~ C~itiOft t'4'" 14" "....... 'r... \1'.,,' \:r-3. IS'V .,e'.T ., ,'r ~<l'"oo ~5'." 't.)" ,f.S. ,".10" \'M4 ....... ,021i1.1,H. nO 1II.P H. 12C.......H. IlJII.jI.H. ',4011I..1.11. \. 1..1 0 ~ App;>ellll Lot' " ,. " 1I " ""'" 'r'T 'f'.r '5'''' nc cud Bu din . \'M4 ...... o-..m"'9 Co~rtjQft t.... "- 1..0'" ""'" \'.... r.... t.... ,r.1'~ ,O:III.'.x. " ,:.1'. 'f.'. ".-4/' '.oC'..J" ..... "~ IIl.P,1i. " ,r.W' 11'.1'. ll-S. ''''2'' I.... 12G 1Il.'.H. " '0'.10" ,,'.,. 11..T" '1-5- ~ .. . 1 ,- ,~, IIl.P,1i. .. 10'.S" Hl.T" '1'.\. 11'.,,- ,t... 144 III.P,H. II I.' '''' ,O'.r "..,. ,... 1'\1; 'I" " dln . Won' A.p~.. o.,tt-..,.., Ccnchtloll t.... R-Qion Lea' NON" ,..... r4" t.... '".r IOll1.P.H. " ':r"'. .....\. ~.' ... ,-".1' lr.'Q" ItG lIl.p,H. " "... 'Z.'O" 13'~- ~ (' 4" '$'.r '20 IIl.P,H. " tr.r , ~'. 1 ,. 'Z'S. 1)'.7' IS'.". 'ZS 1II.J1'.K " "..1' Ir~. 11'.1'. 't... ',.f.r ~40 III.PH. II 'f1.JJ' 10'-)" '".'Q" '1'''- nc:ou ul1dU., . W''''" ~Oll.itllll o..-trt.aroQ C~QIliQn t.... fl.t";"" Leallll ""-" ,..... r.... t.... 2'.-". '0211l.P,H.. " 1S'.r ,s'r '5'.1' .r ".r "IlIl.'.H. " ...'.)" .<I.S. ~... , IT IS.S. ',.r 12Gll.P,X. " '3'.r 13'-"" ~tr ~ <I' ... ,r.T" lUIIl.P,X. .f '1'.T" 12'.1'" '3'.r 'f.ll" 5'.,- 1.c IIl.P,M. II ,r.T II".S' 'lr I X4a 10.0:.. Roo Pu,el wilh Val,.' () 3,1 en Buddin . nc:icltd ulidin . W'''''" A.p~' o-.-.~"'9C~~ W'''''" ","p;o.1IlI o..-tma..., Condltil)f\ R'""", LeU! """. ".... r.... t.... R.qiQn Lead ""-" ,..... r.... t.... 101....PH. " 21'" 21,r ~Z,'Q" 23'-..' ~Ol ...p."" " Ir.). ,r-... Ir-4" ~,..r 1 ~ 4 ".1.x. .. 20'.r 217.1'1' :1".1' H.T" I\~ W.p.K " 'S.-'- 1 5'. liT le-.r '''.liT ,lG ....PH.. " ."... ~,.... "r 'N- 1211...P.H. " '.'.". ',<I'-r 1S'.q' I.... 1~. 1Il.',x. " 'r.r .,... '.... .,.1' ,2.1....,,1-\. .. It.l'1' '3'..,,- ~". -S. IS.'. 144 ....PH.. " ,,,.S- I...... ....". 'T'" 144 ".',K II ,rS \2'.T" \3'q ,)'r No~': S Ej 3 a 19 /11/ I ' I /; ,'~ ' I For U... lcad+Cud lead ie<:uiramen:S It',. rol~g con..erliOt1lppl;U. For par,oIl~atI !,<,. 'Room Prcjed.lotl' + 'C'fertA/'l9' ($e-e O{"M~'). Pan. '~'n 1.IlXl0( HInd icad " from attaa1ment polnt 01'. UJlljrIg bl.;i\(l~ to front wi. .~ O\.,...~ ces.red 10 ob~fI 10'..\1 ~.ar;eI ',Ol"'Qth. ( 7C ATTACH SHINGLES TO COMPOSITE ROOF PANEL I I..... 1 02"" 00 Irlel wlttl 1/111...0 19 WITH INDUSTRiAL ADHESIVE' en BuHd~n . (2) CONTINUOUS 114' liNES PER SHiNGLE 4' TO 6' O,C. W'''''" A.&>p.;..41 o..-.m~ Co~itiQft ft'9'cn Lei. ""'. ...... r.... , CHEM REX-PL PREMIUM 048 URETHANE ADHESIVE lQll1..p~ " N.S' 2<1..- 7.f1.,Q" 11011.11',1-\. .. ',.,'1' '''.1'' ,.,.". 'OSI. RF140 ,lOIiI..1'H. " \r.,.. IT'" <<1' 'U....P.x. " '... ..,.... 'r~ ,..c II.P,X. " ....1'. ~ S' .Q" 'S.,,- OF 7