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HomeMy WebLinkAbout00-9311 BUILDING PERMIT ,.-- CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09311 Eo BUILDING ~L. p~_.- M~IL.AL P,"perty Own., ~ f /;;&d. \. !~:!p-<.- Job Address: -.E _ ~ _7 -- t:/4<. Parcell.D. # /0 - ~" -01-1- 0 0 /0 - /~ ~t)o- 0/1 D Date -3- <{-OD Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: Descriotion of Work Radon Gas: NO OCCUPANCY BEFORE C.O. FINAL 3--/ _DZJ DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. ~~\tt \ z.p.:> 0 o ?J Valuation or - Contract Price /, ~ ~ 0 . c.o. DATE Inspector City License Registration # ~9 ~ ~Si~_nature ~mpany A~dr.e&6 CTelePhon-;, ~ 7~1" -r??A2r- State Certified Li~se# . !r~~:- . J<~1t BUILDING ELECT~- -- PL~ ." M~ftAC Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Canst. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.00) 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 CI'l'lC OF ZEPJllCRlIILLS BUI LIHNG OEPAR'l'MEN'l' ~;'1'E IU!:CEIVED '2 (16 (00 PLANS IUl:Vl:J:W I'EIl PASCO PERMIT SERVICE 813-788-5314 OWNEH's N1\ME -Eloyd JOB 1\lJlJRESS .3 "B 0 Z 7 She Hers f' It ('~ Ave, PHONE ., Zeph'f"'~i\l5) Fl, 3354-1 BLOCK SUBVIVISION W I ~te r l..s M, H. P~rk LE:G1\L VESCRI PT ION: LOT (S) P1\RCEL IV" lD-2lD-2.l-0010-l2.'800-011D (OBTAIN FROM PROPERTY TAX NOTICEI WORK PROPSEV: ONEW CONSTRUCTION ~IHJlTION 01\LTER1\'1'ION o REPAIR o INSTALL Os 1 GN PROPOSElJ USE:: ~L F'1\MILY lJWEI,LING OCOMMERCI1\L o MOVE o DEMOLISH OMULTI-F1\MILY 0" OF UNITS o SWIMMING POOL o MOBI LE HOME o OTHER o 1 NVUS'I'IU1\L o REST1\UR1\NT & 1II':1\LTH VEP1\RTMENT APPROVAL VESCRI P'l'lON OF' WOHK A \ 1.L.VY\ 1 t'l1A.VV\ Ll' ~ "51 BUILVING SIZE ~ '3 '"t A-Wt'\I'V1j SQU1\RE F'OO'I'1\GE ( 1>0 rp HEIGHT see... pi4l'\S', RESIVENTI1\L: A'l"l'ACH (2) PLOT PL1\NS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ."" PROPERTY SURVEY REQUIRED F'OR 1\LL NEW CONSTRUCTION, ~UIL[)ING PERMITS REQUESTED $ 1~30. 00 VALU1\'l'ION OF TOTAL CONSTRUC1'ION o ELECTRICAL 1\MP SERVICE o E'LORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ V1\LU1\'l'ION OF MECII1\NCIAL INSTALLATION I. o GAS o ROOFING o SPECI1\L'l'Y o OTIIER 'l'YPE OF CONSTRUCTION: 0 BLOCK o E'IV\ME o STEEL' o O'l'HER FINISHEV FLOOR ELEVA'UONS IS PROJECT IN FLOOD ZONE AREAO YES o NO SIGN1\TURE COMP1\NY .Je('e""''l'~ Q t.A.Al~~ A I LlIM iV1 lot. IN- / .r7~ _ .L S'l'1\TE CERT OR REGIST "R fs,~ 790 _ft/AYL ~ CI'l'Y I?HOCESSING" gq &1....... ...........................................*************** BUILDER ELECTRICIAN SIGN1\TURE COMP1\NY ST1\TE CERT OR REGIS'I' jf CITY PROCESSING " ....*.....***********.*....*.****.***...****....****************** PLUMBER COMP1\NY ST1\TE CERT OR REGIST II CITY PROCESSING " SIGNATURE MECHANICAL **********~******************************************************* COMPANY STATE CERT OR REGIS'I' It CITY PROCESSING It SIGNATURE **********.****.****.*****.******************.................... OTHER SIGN1\'I'UHE COMP1\NY S'l'1\'l'E CER'r OR REGIST " CITY PROCESSING " ********************...*.**....AAA...**********.................. '" - COIJlJl.'J'IOW; Ol!' PlmMl'l' 1\H;'lIJ1\Vl'l' 1\. NO'l'JCg or- /JE:I!:lJ 1lf;:lTIUC'I'LOI~:; 'l'hQ ullde!:signed ulldeJ:stnllds that thls pennlt lIIay be subject: to "deed restrictions" which may be more restrictive thall City tP4ulatiomL The ulldersiglled assumes responsibility for compliallce with any applicable deed restrict-lollr.. B. UNI,ICENSEIJ CONTIV\CTOHS 1\N1J COHTIV\CTOH m::a'OIISlBII.l'l'U:S If the oWller has hired a cUlItractor or: contractors to lllluertake work, they lI\ay be required to be Licenseu ill accordance with slale and l.ocaJ regulallons, If the contractor is not licensed as requlreu by law, hoth the owner nnd contr.actor may be cited for a misdemeanor violatioll under state law, If the owner or ill tended cOlltractor are uncertain as to what licensing requlremeuts may apply fur the lntenued work, they are advised to contact'the City of Zephyrhills Buildillg Department, 013-'100-6611. Furthermore, if the owuer has hired a cOlltractor or COli tractors, he is advised to have the cOlltractor(s) sign portions of the "Contrilctor Sectiolls" of this application for which they. will be responsible, If you, as the oWller sigus as the contractor, you are indicating that you, rather thall the contractor, are responsJbJ", for the work, If the contractor wishes you to sigll as contractor that may be an indlcntion that he is not properly licensed and is not entitled to permitting privIleges in the CIty of Zephyrhills, C, TH1\NSPOHT1\'l'ION IMP1\C'l' FEgS ANlJ U'l'J J,ITY COHlmC'l'ION FEES IJ, CONSTRUCTUION ],IEN IJ\W (CII1\P'J'lm'113, 1;'J.l>HIIJ1\ S'I'1\'l'U'I'ES, 1\S 1\MENDED) I certify that I, the applicant, have been provided wIth a copy of "Florida's Construction lien Law - 1I0meowller's Protectioll Guide" pJ:epared by the Florida Department of Agriculture and COllsumer 1\ffairs. If the applicant Is someolle 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 commellcement. E, CON'l'HAC'1'OH' S/OWNEH' S 1\E'F'ID1\VIT I certify that all the in[onnation in this application is accUl.;", ; l-hat all work will be done in compliance with aLL applicable iaws regulating construction, zoning, and land development, 1\pplication is hereby made to obtain a permit to do work and installation as indit:ated. I certify that no work or installation has cOllunenced 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 illY 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 1\reas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest E'lorida Water Management District-Wells, Cypress Bayheads, Wetland Areas, 1\ltering Watercourses *Army Corps of Engineers-Seawalls, 1J0cks, Navigable Waterways *Department of Health & Hehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Enviromnentai Protection 1\gency-1\sbestos ilbatement I also certify that, if fill mate/:Jal ls to be used in E'lood Zone "1\." or "A,etc,", it is understood that a drainage plan addressIng a "compensating vol wile" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. 1\ permit issued shall be construed to be a license to proceed with the work and not as authority to vioiate, 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 cOlluuenced 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 cOllunenced. 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, 1\n approved inspection must be logged during each six month period, or the project wlll be conRiderf:'d "bandoned, W1\HNING TO OWfH':H: YOUH F1\ll.UHE '1'0 HECOHD 1\ NOTiCE OF COMMENCEMENT MAY RESULT IN YOUR P1\.YING TWICE E'OR IMPHOVEMENTS '1'0 YOUH PHOPERTY, IF yOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR 1\N 1\.'l"l'ORNEY BEFORE RECORDiNG yum, NOTICE OF COMMENCEMENT. JOBS UNDBR $2,500 iN V1\LUE lJO NOT NEEU TO HECOHD AND POST 1\ "NOTICE OF COMMENCEMEN'r", "'GN^,I'U"~~~" ~J ST1\TE OF FLOIUD1\. a COUNTY OF \ 0..5(.0 The foregoing instrument wa,= acknowledged. , Before me this -f'&o..day of _~bn~a""j, a 2200 hy tv\. S (name 0 person acknowledged) Bfio is personally known to me, or S '1'1\'1' E: 0 F F LOIU lJ1\ COUNTY OF "P~co 'l'he foregoing illsLrumenL was ackllowledyed Before me this ~ day of F~br-c.tA,.'1' ~~O by :re('t.~'f Hook~ _/ (lIa1l1e of person acknowledged) ~who is persollally kllOWH to lIIe, or D who has produced (type Ddid not o who has produced (type of identification) O:Hd not take an oath Sig. Sig acknowledgment Name typed, U...ne .. .. OWNER --,-I'" "'/:ill' J) ~l( \ I (I '-, JOB LOCATION. ,'S <6'O'dfJ ('/ {)Ue~ P-'~R~EL I. D.' ~-€i3 rs- +"' /0 - ~(p -;1.1- {)t)IO - /;1. ~ 00 - 0/10 ..., ~___~Ir I I I I I i / ,'7 '" ~~O ALL EXISTING" PROP081D STRUCTURES-GIVING DIMENSIONS,. SETBACKS. //j/:t' / I ~:. '(/:,/ . ~d' ~ " ') (. - .d...,N~) , ,).f./-'" I J) r> Y )~'l ~ t" L().~'I If? '113- ~, It! UTILITY BUILDINGS MUST SHOW SIZE , FOUNDATION INFOR- HATION. ~1 j~ . \J" V~ "'~ .~ ~ ~f \G ~ ~ , ,/ r ,t~ __ e/rr SfY(I/ t ~ ~ .. ~ l'--:\ /lL't1" I . I , I I I I --,.~._.-..- AW~j(.J G- .. ~i4~...HfLiS , l.. u ft S'-T~. f't-c.oY' (fL'f6i'1\ , LINE... I I (NOTE EXAMPLES 1 , 2) STREET 1. SETBACKS FOR Rl, R2 ZONING 60' MloSi~C:.. ~ 10' ~ f..t S\i..'(~~ '"' ;V\ P E ' , rfLc:.l'hJ.t~'f uN ~ R X 0 I 10~ P S 10' 0 T 1 0' S I E N D G PIOPIRTY LINE . I' ,1 "'e. , . . ~ SITBACKS rOR R3 ZONING 60' 20' , 10' " 10' EXISTING' 10' I PROPOSID .' 20.' SGL FAM 30'DUPLEX ',' ,I ' ' " 1 O' ~ .. ,10 .. ' . FRONT PROPERTY LINK - ... FRONT PROPERTY 'LINK .,' . ., fOR CA8pORTS OR LlKE ~T~UCTURE~ PLEA~E. COMPLETE THE fOLLOWIUG~ . 111 DESCRIBE WHAT TYPE: : FREE' STANDING O~ICIRCLI 0~11. (2) IF ATTACHED, HOW IS 'IT TO BE FASTENED TO STRUCTURE? /A)/~ ..A ~.t1df' r () {'Jo~ /: -FJ!5 1-/,.'1'1 /' CJO/Yl d- {' f~ ~ ,J, (3) DESCRIBE POST SPACING' FASTENING (IF TO CONCRiTI, IN WHAT HANNSR?) /.7' '/fC/J qn ';.(3 NuW P""<i! a,f/acl1d. h ().<;?'rf,"ik'. OJI ~,S /-1'235 ..sl Uo//'d~' b I. 1/' , 141 GIVE DIMENSIONS or CARPORT LENGTN. WIDTH, & HEIGHT: '11,,/1;'lJ .' (5) GIVE AMOUNT ot OVERHANG FROM STRUCTURAL SUPPORT: ,j (('Y)1- url cn~'. , -< I .&~,L C1r? 5/Ye' (6) COMPLY WITH REQUIRED SETBACKS AS GIVEN IN ABOVE RBFERENCED PLOT. ' PLAN. '/ I !"; .:. ." "....,.~'<,~""""":'......-.." -~ ,\"",""<,,,-, IrfH'::I',ry'): QlH\UTYAtUM~N!H\r~ Jeremy Hooks "88,8628 Jirn Lymarl 5210166 Lie ,,,"" '.crl ;::onded !nsufr::0 '::';,f';. .:: ~,_f~. (:372', RY 0066790 1 "''; " . \J . ~. PLEASE INDICATE THE ABOVE NUMBER WHEN ORDERING TO t . / ~ . ;,{ INQUIRY DATE INQUIRY NUMBER ESTIMATED SHIPPING DATE I SHIPPED VIA roa. DESCRIPTION TERMS > QUANTITY PRICE AMOUNT , --- -~ I .:.- 1- \ \,> I~." ~, -- ..;... -. / '.-:' > , ; t~ l;- , -"\, ~j i~" ---. j.// ~ c:x./ WE ARE PLEASED TO SUBMIT THE ABOVE QUOTATION FOR YOUR CONSIDERATION. SHOULD YOU F'~ARi AN ORDER, BE ASSURED IT WILL RECEIVE OUR PROMPT ATTENTION. THIS QUOTATION IS SUBJECT TO THE CONDITIONS PRINTED ON REVERSE SIDE. AND IS VALID FOR -> [') DAYS. THEREAFTER IT IS SUBJECT TO CHANGE WITHOUT NOTICE. BY ." ,'" ..~. ) /~~. ....,< ,--":. :./','j .....'~ ...,":' .r":"'~'<~_, DATE -or .<_~~. ACCEPTED OFFICE COPY ~cyew! / BEAM SPNol / W FOR BEAM SIZE SEE TABLE 2 . , . , NolO/ORT ABLE 2. , .2 AFTER COMPVTlNG 'A' LARGEST VAlUE ,.,18" MIN. IN CONCRETE ~ BEAMlHEADER AlTERNATE CONNECll0N DETAIL 'Z' x 'Z' x 0.063" NolGLE CONNECT UPRIGHT @ BEAM/HEADER NolO CHAiR RAIL POST SIZE PER TABLE 2.2.' NolOIOR TABLE 2.2.2 i .., W ~ (2) #10 X l' SHEET METAl SCREVv' INTO SCREW SLOTS ANCHOR " X 2" PLATE TO CONCRETE WlTH '14' X 2.'12" CONCRETE NolCHORS WlTHIN a- OF EACH SIDE OF EACH POST AND 24' O.C. MAX. ROOF PANEL SEE SECTION 7 SIDE vim SINGLE OR DOUBLE BAY CARPORT KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCruRES KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FoollNG " X 'Z' EXTRUSION PNol OR COMPOSITE PNolEL ROOF MIN. 3-112" SLAB 2500 PSI CONC, 6x5-IOx10 WW.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE I 'I ~ KNEE B E LENGTH . Ea 6&'iCE 2: x :r~ 0.050' KNEE BRACE (3)-10 x,tt o-o:r-SIDE OF BEAM U~NEL ON SIDE WITH (3) #'0 X '/2' NolO ,,1- ~E BRACE :~O POST ,'-ND (3) #'0" ',rr EACH I A V""'L""_.....$iC~ OF~-3AACE YI/1TH ::0RROSiUN ~ I. RESISTIVE ....~HER HEADED SCREWS BEAM PERPENDICUL'-R TO ROOF BEAM PARALLEL TO ROOF KNEE BRACE TO POST DETAIL HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL ANCHOR PER DETAIL FOR PNol OR COMPOSITE PANel SEE TABLE 2 . 3 FOR NUMBER OF BOlTS AND SIZE OF POST BEAM AND POST SIZES SEe TABlE 2. , .1, TABLE 2. , ,2 AND I OR TABlE 2.2. " TABLE 2.2.2 COLUMN NOTCHED TO S\JlT ~.~.::-,.. (4) #10 X '12" S.M.S. EACH SIDE OF POST SIDE NOTCH POST TO BEAM CONNECTION ~ ANCHOR PER DETAIL FOR PNol OR COMPOSITE PNolEL SEE TABLE 2 . 3 FOR NUMBER OF SOl 15 AND SIZE OF POST 'Z' x 'Z' OR 'Z' x 3' OR 'Z' 5MB POST H-BAR OR GUSSET ?tATE 'Z' x 'Z' x "'5" ANGLE EACH SIDE ATTACH TO POST A....,O CONCRETE AT LOAD Bc:ARiNG WALL \VlTH (2) #'0 x 112" S.M.S. EACH SIDE '" x 'Z' EXTRUSION 1,'/8" MIN. iN CONCRETE '" W ~ ! ROOF PANEL SEE SECTION 7 HEADER BEAM PLA.TE TO BE SAME rnlCKNESS AS BEAIA WEB ?tATE CAN BE INSIDE OR OUTSIDE BEAM OR LA? CUT ".. 0-50' ...".. 0-.50" -f" l' MAX. , " '--'"< SELECT FASTENERS FROM 1.75'1' .. - _\1 - - - - I ~...; I TABLE 1. 5 + : '?- t '" I'" , I 75' ~ - - . -, '. ~ , ~ DENOTES SCREW PATTERN 1'MAX NOT NUMBER OF SCREWS ANCHOR l' x 2' Pt.ATE TO CONCRETE WlTH '14' x 2,112" CONCRETE ANCHORS WlTHiN 5' OF EACH SIDE 0F EACH POST AT 24' O.C. MAX. OR rnROUGH ANGLE AT 24' O.C. MAX. SPlICE TO BE LOCATED 114 TO ',13 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM ~: ';T fAIN, 3-,12" SLAB 2500 PSI CONC.j 6x6-1Ox10 WW.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE d ~ HEIGHT OF BEAM BEAM SPlICE SHALL BE MINIM\,;M d. .50" HEIGHT 2 x (d - .50") LENGTH SELECT FASTENER SIZE, NUMBER NolO SPACING FROM TABLE 1.5 'TYPICAL BEAM SPLICE DETAIL SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL CENTER NOTCH POST TO BEAM CONNECTION NolGlE OR RECENING CHANNEL ',112" x 1,'12" x 0.080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN @ -@ l@ ~@ 1'@ -@ W ~ ell < f- a:: W a. J: f- a. w a ~ NOTE; CROSS BEAM ATTACHED AT COlUMN AND BEAM 0: w ~ ~ f- a:: W ~ i= a. W a @ @ @ @ @ @ PRIMARY BEAM SEETABLE2.1,' NolO/OR TABLE 2 . , . 2 PRIMARY BEAM SEE TABLE 2. , , , AND/OR TABLE 2 . 1 . 2 CARRIER BEAM SE E TABLE 2 . , . 3 MINIMUM ItS S.M.S. x 314' LONG NUMBER REQUIRED EQUAl TO BEAM DEPTH IN INCHES EXTRUSIONS WlTH iNTERNAl. SCREW BOSSES MAY BE CONNECTED WlTH (2) #10 x ','12" INTERNAl.l. Y BEAM PER DESIGN TABLE ~ NOTE: MINIMUM ItS S.M.S. x 314' LONG NUMBER REOUIRED EOVAl TO BEAM DEPTH NOTE: EXTRUSIONS YI/111i INTERNAl SCREW BOSSES MAY SE CONNECTED YI/1TH (2) #10 x ','12" INTERNAll. Y CARRIER BEAM TO BEAM CONNECTION CARRJER BEAM TO WALL CONNECTION CROSS BEAM AT COLUMN AND AT BEAM BEAM TO WAlL CONNECTION (2) 2" x 2" x 0.060" EXTERNAlLY MOUNTED .A.."IGLES ATTACHED TO WOOD WAlL WlTH MINIMUM (2) 318' x 'Z' LA.G SCREWS PER SIDE OR (2) "4' x 2,'14' ANCHORS TO CONCRETE OR MASONRY W AlL ADO (' ) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (AlTERNATE) (1) ',314' x ',314' x 1-314" x 1/8'INTERNAl. ~IP ATTACHED TO WOOO WAll. W~ MIN. (3)3/8' x 'Z' UlG SCREWS PER SIDE OR (3) "4' x 2,'14' ANCHORS TO CONCRETE OR MASONRY WAlL ADO (') NolCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3' BEAM AND POST SIZES SEE TABLE 2. , .'. TABLE 2.1 .2 NolO 1 OR TABLE 2.2.', TABLE 2.2.2 COlUMN NOTCHED TO SUIT 1" x 2 '18" x 0.044' CH.4.NNa wi #8 x 318" wi HEAD S.M.S. @ , 112" O.C. MAX. OOTH SIDES (2) #8 x 112" wi HEAD S.M.S. PARALLEL@ 112" O.C. MAX. lrIROUGH '" x 2118" CHANNEL INTO BEAM (2) 5/1 a- x 3 '12" CAD. ST. BOlTS THROUGH ...J ~ CI):J DZ W~ J:~ cnz od() cnr;;~ ffi~~ >cnW OWD ()O:::N O:JZ ~bQ o..:Jf- . 0::: () cnf-W f-cncn 0::: ~ O:J o..z 0:::- ~ ~ ():::l ...J <: ... W~ _ '..., '" 1'\ ~_ u.. Ul '" ;c::.... ~o;t;! Q) ~ <',... ~~~~~ ~~~i~ . ~ 5 ii Waoo- ''''J:X Q)Cl: ",a. < "lIJ"'Wu. '-' Lu n -* C;C::.W -xf- Q)!EO '- lIJ ell 3",0 ro:> . -.J 3 OF UJ c:: ~ f- () ~ a: f- '" f- '" o J: l.:) z f= '" X UJ 00 NOT BLOCK i Ii FIRE EXlT WINDOW 'I i ill il~_ ~L WVARlES ~ II ~~ i i L ~ I , ~ I ! It.:.", OYERTlANG VARIES 2" x FRONT WAlL BEAM SElECT 'l' FROM TABLE 2.1.1 AND / OR TABLE 2.1.2 USE 'l' = W/2 + O.H. 2" x 3. MINIMUM SEE TABLE 2.2.1 AND / OR ,ABLE 2.2.2 SINGLE WIDE ATTA'Ci-lED CARPORT SECTION THROUGH SINGLE WIDE ATTACHED CARPORT / UJ c:: =' f- () ~ a: f- III f- '" o J: ROOF PANELS SEE SECTION 7 i ABLES ~ ,/' VARIES ,;' SEE CONNECTION DETAILS w g W .,J ~ :l l.:) z >= tI) x w SEE ROOF CONNECTION DETAILS POST TO BEAM SELECT FROM i ABLE 2.3 POST SIZE AND SPACiNG SEE TABLE 22.1 AND / OR TABLE 2.2.2 3-112" 2500 P.S.I. CONCRETE SLAB WlTrl 6 x 6 WELDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR BARRIER UJ a: ~ f- () ~ a: f- tI) f- '" o J: l.:) z f= '" X w VARIES ANCHOR WITH HEADER CHA~NEl L WOOO FRAME SHED WITH 2 x 4 PRESSURE TREATED PINE Pl..ATE ANCHORED TO CONCRETE WITH 114' CONCRETE FASTENERS AT 4'.()"O.C. MID-SPAN BEAM SELECT L FROM TABLE 2.1.1 AND / OR TABLE 2.12 FRONT WAll BEAM SELECT L FROM TABLE 2.3 SHADING 'TYPE II DE.'IOTES INT. POST MAX. ROOF AREA TABLE 2.1.1 AND / OR TABLE 2.12 SHADiNG 1Y?E I DENOTES EXTERIOR POST ROOF AREA SEE T,\8LE 2,2.1 AND / OR TABLE 2.2.2 MINIMUM 3. x 3. x 0.060" THRU- BOLTED TO HEADER POST ANCHOR TO CONCRETE SEE DETAIL REQUIRED POST TYPICAL i ;I'-- W i ,!- W/2 ;' , I ~ I Ii ,.' W ----------1" W - -J WI2+O.H, . ~:.~ DOUBLE WrDE ATTACHED CARPORT WITH GENTE:R POST PAN OR COMPOSITE ROOF PANEL SECTION 7 DETAILS w a: ~ f- U ~ a: f- '" f- V) o J: ROOF PANELS SEE SEcnON 7 TABLES , VARIES .------------- ROOF CONNECTION DETAILS SEE SECTION 7 DETAILS MID-SPAN BEAM SIMPlE SPAN TABU: 2.1.1 AND / OR 2.1.2 POST TO BEAM SELECT FROM TABLE 2.3 II II~ . -':< POST SIZE AND SPACING SEE ;,\aLE 2.2. 1 AND / OR 2.2.2 3-112" 2500 P.S.L CONCRETE Sl.A8 WITH 5 x 6 WELDED WIRE MESH OR FI':;ER MESH CONCRETE OYER VAPOR BARRJER )' SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST Aw t1.i~ TOP ?\.ATE PRESSURE TREATED OR Wl111 VAPOR BARRIER AT AlUMINUM ROOF 2" x 4'LUMBER TOP Pl..ATE @ ROOF 2" x 2" AlUMINUM OR 2" x 4. LUMBER _2 S.P.F. (MIN.) SHEA111ING: 7116" O.S.B. OR 1!2" PLYWOOD WITH ST1JOS 24' ON CENTER OR STRUCTURAL GRADE 11-IERMAl PlY 1'1111-1 STUOS AT 16' ON CENTER 2" x 4' PRESSURE TREATED PlATE WITH 318' x 4-112" CONCRETE ANCHORS AT 4'.()" ON CENTER see SLAB DETAILS UTILl1Y SHED WALL SECTION seE CONNECTION DETAILS ~ I J: I II ~ 1 x ~ ! 12" x PAN (SEE TABLE) USE W TO SELECT PAN FOR REQUIRED SPAN W 1 VARIES I r 1:= FOR FRONT BEAM USE L=WI2+OVERHANG w c: i: u ~ r: V) f- V) o J: l.:) z f= V) ~ V ARIES -'\< ! ANCHOR WITH HEADER CHANNel FRONT WAll BEAM SELECT L FROM TABLE 2.1.1 AI-.JD / OR TABLE 2. 1.2 MID SPAN BEAM SelECT L FROM TABLE 2.1.1 AND / OR TABLE 2.1.2 SELECT BEAM FROM T A8LE I POST SHADING 1i'PE II SEe TABLE 2.2. , AND I OR AND / OR TABLE 2.2.2 SHADiNG TYPE 1 SEe TABLE 2.2.1 AND I OR TABLE 2.2.2 SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST ~ .L.-- W ! I ,!- W/2 )' I " , i I IV ~ I I ^ I W -----tf W/2.o.H, ~ DOUBLE WID!: ATTACHt:D CARPORT WITHOUT CENTER POST 3' RECEMNG CHANNEL ANCHORS WIn; (3) EACH #8 SHEET METAl SCRE'WS AT 12" ON CENTER MID SrAN BEAM SEE SPAN TABlE 2.1.1 AND / OR TABLE 2.12 POST TO BEAM SELECT FROM TABLE 2.3 w a: ~ ... () ~ a: f- V) f- V) o J: ROOF PANELS SEE SECTlON 7 TABLES ,~ VARIES ATTACH SHED OR ROOM WAlL TO HOST STRUCTURE WI 114" x 3-\14. TAPCONS@ 16" O.C, FOR MASONRY. #16d COMMON@ 16" O.C. OR #10 x 3-1!2" FOR WOOD. AND _'0 x 2.1!2" S.M.S, FOR " x 'Z" AlUMINUM AND _10 x 3-1!2" S.M.S. FOR 2" x 2" AlUMINUM AlUMINUM POST AND BEAM SHEATHING; m6' O.S.B. OR 112" Pl YVYOOO WITH ST1JOS 24' ON CENTER OR STRUCTURAL GRADE 11-IERMAL PlY WITH ST1JOS AT 16" ON CENTER 2" x 4. PRESSURE TREATED ?\.ATE WITH 318' x 4-112" CONCRETE ANCHORS AT .'.()" ON CENTER seE Sl.A8 DETAILS NOTES: 1. ANCHOR PANS TO HEADER CHA'INEL WITH (3) _10 x 1/2' S.M.S. W/ WASHER. 2. ANCHOR PANS TO ROOF BEAMS \VlTH (3) _'0 x 112" S.M.S. WI WASHER. 3. ANCHOR COlUMN TO CONCRETE FLOOR WITH (2) 1/4' x 3' CONCRETE ANCHORS. 4. ANCHOR COLUM,~ TO BASE Pl..AI"E WI11-I ',\14' S.S. BOt. T S. ANCHOR SHEETING AS FOlLOWS: A.. PLYWOOD #8d COMMON@6"O.C. EDGES AND 12" O.C.IN FIELD B. STRUCT1JRAL GRADE 11-IERMAl PlY PER MANUfACTURERS RECOMMENDATIONS OR 1:6 x \,114' DECK SCREWS @ 6. OC. EDGES AND' 2' O.C. FIELD AS A MINiMUM CARPORT WALL SECTION ~ I ' POST SIZE A..'1D SPACING SEe TABLE 2.2.1 AND/OR TABLE 22.2 3-112" 2500 PSI CONCRETE Sl.A8 WITH 6 x 6 WELDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR BARRIER THE DeSIGNS ANO SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE lOAD REQUIREMENTS FOR THE FOLLOWING CODES: 1) STANDARD BUILDING COOE 1997. CHAPTER' e INClUDING ssm 10-96 2) BOCA NATIONAl. BUIlDING COOE 1996 3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM RESISTANT CONSTRUCTION 1998 WIND LOAD TO SNOW LOAD CONVERSION TABLE: 50 YR SNOW LCl.4.O DESIGN SNQN LCl.4.O Wl"O LCl.4.O I ElUILOlNG TY?l: S. 2S ./ sa. FT. 3. 1H / sa. FT. 95 MPH / OPEN 26-30./ sa. FT. 61,70'/ SQ. FT. '00 MPH / OPEN 31,35" SQ. FT. 61,70 _, SQ. FT. '20 MPH / OPEN 36-00" SQ. FT. 51-70" SQ. FT. 110 MPH / ENClOSED 61,70'/ sa. FT. 61.70" SQ. FT. 120 MPH' ENClOSED SELEC11'<OOF Ol\ "'AU loIElo<8ERS F1<OW ~TE IW/O Lc...ll '>.BUS. TEXAS CONVERSION TABLE: WIND ZONE SEAWARD OF LCW. ' INLAND OF LCW. ' , INTERCOASTAl WATERWAY CONVERSION FACTORS ROOF WAll 067 1.00 0.74 100 JOB NAME: ADDRESS: DRAWING FOR ONE PERMIT ONLY ...J ~ (/):J OZ W~ I~ (/)7 ~Q(/) (/)(/)...J O::W- WO;:: >(/)w Owe OO::N O:Jz - I- ~uO o..:Jf= .O::U (/)I-W I-(/)(/) o::~ O:J o..z 0::- ~~ O:J ...J ~ ,f- lli~_ ,~ '" Q.. -' - :;)'" 11).... ~-~Lt. Q)U 'f: Cf-~~.., 2:0......., c~>:~~ Q,)~<~~ coo~g~ ~...-- '~5w;; Wog~e Q,)cl:~O:~ U ~.... ~ C w. w Q,)~~'" L.. ~ a:l ::!: ~ . ro .,J 0.: .-J 1 OF 7 "" 1 I ~ W ~1 I II I II MON0-Sl0PED ROOF - II OVERHANG VARIES ('oj w ..J ~ ..J ~ ." ~ III , , ij q IJ ~~ W IJ. W ~ ! ~ l II II II II OVERHANG VARIES - II il ('oj II II w ..J ~i=WI2+o.H. l' A'nW/2 ~ ..J II ! II ~ ." II 11 ~ II II w III il II II II II II " II II l ,. " ~ ......---,., . , , I .- I' , "<--- ' I "'1'" NOTE; FOR BEAM SPAN LENGm 'A" FOR TABLE 2. 1.1 AND TABLE 2.'2 EaUAlS mE LARGER OF: A = W OR A = WI2+O.H. DOUBLE CARPORT , SLOPE BEAM IF REaUIRED FOR KNEE BRACING ---.., \ 112 \ '2 I' :1 II r ;1 I' " 1 ~E"AACE ~11 ~ -III WFOR,,^"S>E 1 W FOR BEAM SIZE ~ SHADiNG DENOTES MAXJMUM ROOF AREA FOR COlUMNS AND FOOTING SINGLE CARPORT , SLOPE -- 112 12 ill i I 1 ~I~ II W FOR BEAM SIZE SEE TABLE' AFTER COMPl.JTING 'A' LARGEST VAlUE . MINIMUM SLOPE SHALL BE 1rr PER'2" EXCEPT FOR O.O2l> PANS FOR WHICH mE SLOPE SHALL BE 314' PER 12" FOR SP,ll,NS EXCEEDING 12'~ OR MANUFACTURERS RECOMMENDED SLOPE POST SIZE AND SPACING PER TABLE 2. ,. , AND I OR TABLE 2. '.2 NOTE; KNEE BRACES ARE REQUIRED IF POSTS ARE NOT SET iN CONCRETE FOOTING END Vl8N DOUBLE CARPORT (GABLED) r '2" ALUMiNUM PANEL ROOF SEE TABLE 2.5 12 112 L..---' c: RECEMNG CHANNEL 1 !I I' II II II II ,I 12" AlUMINUM P,ll,NEl_1L 11_ SEETABLE2.5 r- RECEMNG CHANNEL 1N1 11 I, I I' I ! II i I! I d II I, 'I II i ,I :I U i I I; I 11 II II U- II II I i! All RECEIVING CHANNEL RECEIVING CHANNEL 12" ALUMINUM P,ll,NEL SEE TABLE 2.5 ALUMINUM UTI LIlY SHED WALL WITH DOOR (ELEVATION) END VI8N SINGLE CARPORT I' I I I j I I I I I' ,I -=::J III II I II II II II II ALUMINUM UTJLllY SHED WALL (ELEVATION) SECTION THROUGH UTILllY SHED '2 112 ==- :::::, , I ''''- I\::: 1-':= ,// RIOOE eN> ,I'--- Wi. , I I L 2'~ q r-.. ~:~~ 1-: WI2 ,~ WI. --7' I I 3' ~ 3. W -:. GABLE CARPORT FRONT ELEVATION r , U2 ,,-- RIOOE BEAI>A --" , 'I I LOAD WlDTH FdR CENTER BEAM i<-- PER TABLE 2. 1. I ~D 1 OR TABLE 2. '.2 -.;t 1'1/2 = LOAD WIDTH FOR RIDGE BEAM SPAN RIDGE BEAM SEE TABLE 2. , .1 AND I OR TABLE 2. 12 PAN OR COMPOSITE P,ll,NEl ROOF NOTCH POST TO RECEIVE BEAM Wl11-i (2) 3-112" x 114'l1-lRU-SOLT Wl11-i lOCI< NIJT TOP AND OOTTOM BEAM PER TABLE 2.1.1 AND I OR TABLE 2. 12 POST PER TABLE 2.2.' AND I OR TABLE 2.2.2 -----------~~----------- ~ .... i ,,1 P A."4 ROOF SEE TABLE 2 . 5 :::1 RECEMNG CHANNEL P,II,N TO WAlL C CHANNEL (3) #8 ~ 112" PER P,II,N PA."4 WAlL 2" x 2" x 0.044' BRACE FOR MORE PA."4 HEIGHT REFER TO TABLE 2 . 5 114'~ x '-114' EMBEDMENT EX.?,ll,NSION BOLTS OR EOUAl DRIVE PINS AT 24' ON CENTER J.1rr CONCRETE SLAB NOTE: 1\ KNEE BRACES REOUIRED IF POSTS ARE NOT SET iNTO CONCRETE FOUNQA liON L l , GABLE CARPORT SIDE ELEVATiON ~ t1= iV:f- o I L , TOP A."40 OOTTOM PAN #8 x 1rr ~EET METAl SCREW iNTO EACH RIseR AT PANEL ENOS BOTTOM CHANNEL ANCHORED TO sv.a Wll1-l 1/4"0 x " EMBEDMENT EX?I\:.S'ON BOlTS AT 24' ON CEN~R OR CONCRETE SCRE'WS '2" RISER PANEL SEE TABLE 2.5 I ATTACH pA.'Ias TO CHANNEL W1Tri (2) #8 x 1rr SHEET METAl SCREWS EACH P,ll,NEL AT EACH END PAN WALL CONNECT10N ...J 4: (I)::;) OZ w4: :1::2 (f) z ""0 (J)us:3 W~ W 4: >0;: O(l)W u~o O::;)N _\-z \-UO ~::;)i= .o::u (I)\-W \-(1)(1) 0:::2 0::;) c...z ~- 4::2 U::;) ...J 4: I- u.i~_ ".... '"' 0.. :;) - V)~ - ~ ..J ~8u.~~ Q.)I-<.... cas~~:8 C:!......:g Q.)l1.~~' CDgo~~ , ~ ;; ;;; x W~66'! Q.) cC ~V) 5: ~ "UJ wu. vw ..J C~.w -)(f- Q.)~o ~,,,Ill ~-o > . U SHEET 2 OF 7 U~HANNEL o ~ ~ '> ~~~~ POST IN CONCRElC #4 BAR 12" LONG OPTIONAl CONCRElC CAP BLOCK OR ElRICl( POURED CONCRETE REFER TO TABLE 2.4 INTERNAL OR EXTERNAL RECEIVING CHANNEL ISOLATED FOOTING -,:: . . 2" x 2" x 0.063. ANGLES 3" x 3. POST TURN SOL TED TO ANCHOR RJSER 2-314. X 2-314. X 2-112" LONG 1/8. TUBING WELDED CONNECTION FASTEN PER TABLE 12" X 12" X 1/4' Pl.ATE 3-112" CONCRElC Sv..a INTERNAL OR EXTERNAL ANGLE CUPS BASE ANCHOR CONNECTOR FOR POST TO SlAB CONNECTION ~ ALUMINUM TUBE COLUMN EXTRUDED ALUMINUM BASE OR BREAK FORMED U-CUP ~ CORROSION RESISTIVE STEEL l'HRU SOL T PER SCHEDULE CONCRETE SlAB OR FOOTING L 1:! ;i; ~I )' CONCRETE ANCHORS PER SCHEDULE TUBE COLUMN BASE SCHEMATIC INTERNAL BASE NOTE; ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAl BRACING FOR FREE-STANDING COVER 'Z.{)" MIN, BEFORE SLOPE i ,I , 3-112" . .rET"'1'~~~~'-ilpRT""" IT""'" ,,"". rIf-9'<'='Ii B-;-~ .g~8~d,'i, lYP'E I FLAT SLOPE / NO FOOTING 0-2"/12" ~ 16. l A (1) #4 BAR AT CORNERS AND 10'.{)" ON CENTER FILL CEllS AND KNOCK OUT BlOCK TOP COURSE 'MTrl 3000 PSI PEA ROCK CONCRETE RJBSON FOOTING OR MONOUTHIC IF MONOUTHIC SlAB IS USED SEE NOTES OF OCT AILS BELOW ~ r- , ANCHOR ALUMINUM FRAME TO WAll OR SlAB W1TH 114. X 2,112" MASONRY ANCHOR WITHIN 6" OF POST AND 24. ON CENTER MAXIMUM (1) #4 BAR CONTINUOUS 6" X 8. x 16" BLOCK WALl (MAX. 32") (1) #50 BAR OR (2) #40 BARS MIN, 2-112. COVER KNEE WALL FOOTING FOR SCREENED ENCLOSURES 0--- -.'- -'-4 , "cr', r- ~--_.~ 'r ~.e~ l I ~ ~ L~ 't' = THICKNESS OR REQUIRED POST TOP OF GRADE 3. x 3. POST PER TABLE 80 lb. 2500 psi CONCRElC PRE.MIX = ~ ~r- :lI8' X 3-112. BOLT RAlSEO PATIO FOOTING (2) 2" X 'Z" X l' ANGLE OR (1) u-cHANNEL X l' 3' X 3' BASE ~, PORCH POST CONNECTION ALUMINUM CONVENTIONAL CONSTRUCTION (1) #5 BAR CONT. I . !:! TYPE II MODERATE SlOPE FOOTING 'Z"/1'Z".1'-10- lYP'E11I STEEP SLOPE FOOTING > 1',10- NOTES: ,. NO FOOTING REQUIREO EXCEPT """EN ADDRESSING EROSION EXCEPT FOR EXlSTING SlAB W1THOUT REINFORCEMENT. THEN TRlBUT N'l:'( ROOF AREA LIMITED BY TABLE 2 . 4 2. MONOlITHIC SlABS OR FOOTINGS SHALl BE MIN. 2,500 PSI CONCRETE WITH 6x6-1Ox10 WELDED W1RE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF lOCAl BUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTION REQUIRED BY LOCAl CODE. LOCAl CODE GOVERNS. SlAB DETAILS ADDRESSING EROSION PAD FOOTING ~.--{ . . ' . . ... I I --'1< -,I" 6" ,.I<- ALUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (1) #5 BAR CONT. MINIMUM 2,112" OFF GROUND RIBBON FOOTING TYPE I ~b... -:'.. ~ . . I" '''1--'1< 11'-- 1 'Z" -,f ALUMINUM STRUCTURE FOOTING 2500 PSI CONCRETE WITH (3) #3 BAR CONT. MINIMUM 2,112" OfF GROUND RIBBON FOOTING TYPE II ALUMINUM ATTACHMENT 3-112" CONCRElC SlAB 8 X 8 ' 10 X 10 WELDED .wIRE MESH OR FISER MESH CONCR...'=TE VISQUENE VAPOR BARRIER UNDER SlJ'I8S HAVlNG STRUCTURES ABOVE WELL COMPACTED ClEAN FILL OVER SACRlFICED NATURAL SOIL 90% RELATIVE DENSfTY CONCRETE FllliD BLOCK STEM WAll 8. X 8. X '6" C.M.U. 8. X 12" CONCRElC FOOTING WITH (1) #5 CONTINUOUS LOCATE ON UNDISTURBED NATURAL SOIL (1) #5 VERTiCAl BAR AT CORNERS AND 10'.{)" O.C. GALV. METAL STRAP (14 GA. X 1i 8. X 8. x 16" CONCRETE BlOCK 6" x 24. X 24' POURED CONCRETE PAD (2) #5 BARS (18. LONG) EACH WAY CONCRETE POURED CellS W1TH #5 BAR (SAKRETE READY MIX wi GRAVEL) ~. U)I ::>, QZ ~.~ U): Z. ad' C)I U)' U>' ~: O:::.UJ,- UJIQ~ >:U)W O:UJ'Q ()I 0:::' N O'::>'Z ~'0'Q " ::>11- ......O:::U U)hUJ I- U),U) 0::: . ~ o ::>' o.z 0:::_ <C ~. t). ::>1 .-J, <C' 4 OF 7 Table 2.1.1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T.a Wind" a>ne ;I IV" Mt''' I IlV Mt'" I<V Mt'" ,.. Mr 14U Mt'" Appllea Loaa . 7' I ~q. n, I <IR> ~q. r~ l;lll I ~q. .I. ...,,, 1 "q. rI. 0<111 ~q. .~ Loaa VVlom "" X J' x 0.0'<'- HOllOW ii' ~. ... .J,J 0-0 ,." .. 0-' 0"" ,." .< C.., o.s (. C.., aJ,J .. .. '1 a"" a"" ,.., . " a"" a'o o. ,... IV a. 0... 0' ,., ,..., 11' C. C.,- 0.,,- 0-4 .'V ,. 0'" ,.IV , ,0 o. .' Loaa mom " x J X V.V"," MQIIOW ~ 'V" ..( 0-' I o. ij' llJ.,- .... 0-' 0-" '-0 ,-0 0"'- o. ,. C.IV .. 0-' 0.' (-1 ,. C-O . 0" "" ,. 0-0 0..., IV .,v " 0-' a... ,.. Il" (..," 0-1' C..". C. 0.., U ,,, C. 0-, ,.IV ,,, "COil e! mom " x ~ A V.V"," MallOW lilt ~. 'L'S" ....,- lL''''- ,-11 0.11 .. -" IV'" .. .J,J 0-" 'v. .. 0' 0'" ,. .. ....-. o. 0'-4- l.llJ (. '? _. _. ~~_. '-0 .le .L-. (." a-o 1IT ~ o~.- I ,/,- , ., ro a... \1' " .,' 0"" OJ,J U -1 I I" O.lU C'O ,.. "COife! mom m x V.VOU "OIlOW .. '.' I "'.,,- I .llJ lL'-<.J " .., IV-. IV." .-" I IV"" .. .-0 0-0 .. lV.llJ 'L'...r .-4- 0-' . IV.O '-0 a.IU , 0"" '-0 :- 1IT ',..- c. C... .IV ,. "..., ..o- r-o 0-' u O.IU c." (." -< 0-0 cOae! mom " x.. X l.I.v"x X V,IIN ~e" aong <:>eam . ,..., lS-4- U..,- .. 11.;. " 'O.~ ,,,.,, ,... IU." "." U.S- " 'V"", .. o. 0" 11 .. llJ. '.lU ".~ 0'" ~' IV. IV ..T ." c.. .,v liT IU..., ." .'.llJ ...., " 11 ...- .-v 0.0 12' g-4" ~-.,- e.," 7-7" 6'-10" Example: For;; x 4" x 0,038" X 0 100- Self.Matlng Seam: Se~ span between C4lnghts use load 'Nidth to enter table For 12' Roof Panel. 2' Overt1.ng: Loae! ","0111 = L W = 12' ! i . 2' 0 H = Il" Enter table on left at 8' read aJlcwable span under reqUlfed 'oad'. Thus for 100 "'PH. 'Nlnd loadlllve klad or 17 #/Sq" Ft and Load IMdll1 = 8', rr "'"",mum Seam Span for;; x 4" X 0,038" x 0.100" = I 11'-5" I Spans 00 not ,nclU<ie lengll1 of '<nee brace. Add honzontal iengll1 of knee brace \0 abOve spans for total bea spans Table 2.1.2: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Sofid Roofs Aluminum Alloy 6063 T-G Win<l Zone' 102 MPH I 110 MPH I 120 MPH I ,25 MPH 1 140 MPH Applied Load a 17# I Sq, Ft I 20# I Sq. Ft I Z3II1 Sq. Ft I 26/11 Sq. Ft I 3211 Sq. Ft Loa a Width T X 6" X 0.050" x 0.120" Self Mating Beam .. 10'." 1". '"- 1,.,,- 12'4 3" 10-11 14'-9" 13'.g 12'.1' ,,-,,, 10' 10-2" 13'," 13'.()" '2'.3" 11.()" 11 14'-5- 13'-4' 12''';' lr-<l" 1</-6- 12' lS-1eT 12'-!r 1'.'1 11'-2" 10'." IJ" 13'.;r 12'.S- 1 ,,,- H]-9" g.if 14' 12'.10" , 1'-1eT '1'.()" ta-4"' g-4" 1..- 11'-11 11'.()" 1cr -4 g.Jf ~.'J" Laid Width T x 7" x O.OSS" x 0.120" Self Mating Beam II' 19'-4 1T-10" 16'.Jf' 1-'.if ,4.' '1 18'''" 16'-10" 15'-3" 14..... 13'-4 1IT 1 -400 10-'1 '4'-11' 4'.<J' 1,.r 11' 16'.0- 15'.:)" 14'.. 13'-4" 12'.()" 12' '''-.'eT 14',T YJ,7 12'-9" 11'-S- 13' 1~.,' 14'.()" 13'." 12'.;r ,,..,' 14' 14'.a" 13'.0- 12'- 11-1eT lU'-ll" 16' 1s.a" 1;:'-7 'Y-9" "., g." Load Width T x 8" x 0.07T x 0.22'" Self Mating Beam 8' '''-1\T a.1 -21'4" ZC'i '~.1 i-. .. -".-' -- "-n'.~ ~- ;:a.2" I~.I;< -- r-, lr:rr-- 1---- 'IT U.y- N.;,- 1. -1' 17,1' 16'=?- 11' 21-1' 1'1-S- 18'-3" 17-2' 15'.5" ,. 2L'-1 ',8' .a" '7-5- 16'.'- 1 i'.'J" 1:1" 19'.0- I 1 .1 16'.!r 15'-11 14'.J' 14. 18'-9" I 17 -4' 16'.2" 15'-2' 13'-13" ,.. 1.{ I 10-2" IS.' 14'-3' ',-1eT Leaa Width T x 9" x 0.07T x 0.224" Sell Mating Beam 8 2l.;; 25'.' 23'-4 ,,' ., 1',.1(1 '1 25'.a" 23'.a" 22.()" 20-\1' ',8'.a" 1IT "4'-4 22-5" 20'-1' Ig.Jf 'r.g 11 23'-2" 2 -4 19'.' 'Il"-!{ 10"'" 1. a,. 20'.0- Ig-1 17 -11" 16'.;; 13' 21'-4" 19.a" 18'-4" IT.:] 1,'.T 14 2\]. . 18'. 1 r-ll" "0" 14.'1 1..- Ig-3 IT-9" 16'.0- 15',7 14'.()' Lead Width T x 9" x O,08T x 0,306" Self Mating Beam 8' 2....- 2 -4" 2S-S- 23'.", 21'.r 3" 2r." 25'-9" 24.1' 22'=7 20'-500 10' Le-"''' 24'.0- 22-10" 4,::;r- 19'-4' 11' 25'-4" 23'-4" 21'-9" 2cr.s" ',8',5" IX 24-3 ZZ-4 -20'-10" 19., 17.a- r- 13' <:!I '-> 21'-5" 20'.()" ~iO' 16'.11 I 14' "" N-a- Ig-3" I 18'-2" 10'-4 I I 16' 20'-11" 19-4" 18'.()" , 16'.1'" 15'-3" I Notes: Above spans do not ,nclU<ie lengll1 of knee brace. Add honzontal lengttl of knee brace to above spans fO( total beam s~. Table 2.1.3: Allowable Spans For CARRIER Beams in a Solid Roof, OPEN Structures (102 MPH Wind Zone, Applied Load' 17 Ibs! sq. III Aluminum Alloy 6063 T-G Single Self,Mating Beams 6'~ 28'~ 2" x 4" x 0.038" x 0.100" lZ.a" 10',"" '1.9" 8','" 8'-3" 6'.1100 6',.,- 6'-4" 6'.,. 5',leT 2" x 6" x 0.050" x Il 120" 18'-a- 16'.;; 14'-S- 13'-3" 12'-3" 10'-3" g.9" g-4" 8'."" fS.if 2" x 7" x 0.056" x 0.120" 21'-4- 18'.0- 16'."- 15',1' 13'-11" 11'-8" 11'-2" 10'-8" 10'-3" g.'1" 2" x 8" x 0.07T x 0.224" 2T-5" 2'$-9" 21'-3" Ig-5" 1T.l1" 15'.()" 14'-4" 13'-9" 1'$-2" lZ-8" 2" x 9" x 1l07T x 0.224" 29',1 ,. 25'."" 23'-3" 21'-2" 19-a- 16',5" 15'-a- 14"."" 14'-5" 13'.11" 2" x 9" x O.08T x 1l306- 32'-9" 28'-4" 25'-4" 'a.;; 21'-5" IT,'1" '7,'" 16'-4" '5'-9" 15'-2" Double Self-Mlting Beams 10'~ 32'-0" 2" x 8" x 0.07T x 0.22'" 3(].()" 16',9" 2" x 9" x 0.07T x 0.22'- 3Z-10" 18'.04" 2" x 9" x O.08T x 0.306" 35'-1rr 20'." Double Self Mating Beam 2 x 'Self Mating Beam added to Top/Bottom 1 0'-4" (perpendicular to web'" 2" x 8" x 0.07T x 0.22'" 34'.0- 2" x 9" x 0.07T x 0.22'" 3T -5" i fi ~"XQCSr x 0.306" 4(1:;; ~. CI): :J' C Z, Wi< J:~ Cl)Z 06, (!), Cl)Ci5C1) ~'W~ W'C...... > ,U"j 01[B'~ U~N O:JZ i=. 1-. 0 <U- 0.:Jt) - 0:::, W Cl)1 1-' I-ICJ)CJ) ~.~ O:J o.z ~- <~~ (,,)' :J -J, <: Notes: Above spans 00 not 'nclude 1&nqtIJ of knee brace Add horiZOfltallength rJt ~ brace to above spans fo< total beam 'pans. Wind Zone Convenion: Table is coostnlcted for 102 mph wind zone, open stnlctu, e (17lbslsqftl, to convert tabular valu. to higher (more severe) wind zones, multiply by the factors In the following Conven;ion Table: In Zone ur- pp.e Load nverslon Factor w ~.. '... '" a. ::> .. V)1:j =~" ... Q)~~~ c~O"":S C~>::e~ Q)~~i':;; ron... Cll.... IJo.,I l!:l J: ~ ~ , [jj f- W X WQg~e ~~~~~ C:;:...w Q)13~f- L;. ~ CIl :: C1;] 5 OF 7 Table 2.2,1: Allowable Attributable Roof Area per Post for Carports. Patio Cove~. and other Open Buildings. ALUMINUM POSTS Aluminum r'OSt Wind Loaa = lU~ MY" I 110 MY" I 1<V"'" I T<O "'I',", I "'V"'''' Af>p ,'0 loa a = If "'''q. 1''' I ,;v ...~q. rL I .J ""q. t-l i .5 "'''q. n, I ,,< ",,,q. ... Mallmum AllowaOle ,",00' Area In "qu.re ee or ..nouSloaos on YOS[ ,.,OIgm load ,n Los Z. , .. , O.U44" HOllOw uITuSlon Or '-4 ..-'>" ,.1 I IV. 'N I to b" ~., 040 "' I " b, I t>V ~o ,.1V , lQ4 / I ou ,. ! ..., .JO ""-'. ;,;j I ., ". I "0 <0 I Helgm L.oa a In L.OS 4 'J . V,UO\l nOIlOw "-" Slon or ~'4 l,i:lo 10' I 10,/ I '. I 'v~ I OQ .-? e;;<). .,,/ I 4' I IW I ""' I ia lY'" .0,,", ':i4 I ~ I .. I 01 I ON ,z.. .1", IV I oiJ I ,. I ..., I J' e.gn' L.o.a In lOS J .4 . V.Y/U OIlOW "-",,uSlon. Aluminum AllOY WOJ I.., I 'Q.T J.4VO .tVJ I IV ''<0 . 'VI ..., 4.000 10\1 40 I , I =0 I "" .,U'l1 ,':i<)O ,1/ I n I OQ I ", I o. '.'. .4", !l(j I ;, I 0'" , I 41 e'gm lo.a In lOS J . J . U.U4V ,",Oil ormea. ",umlnum ""oY Jlv, ""14 1CJ-v L.,Xl1 140 ,W 'V" =< f 14 ,I-(l I,iao lVO "" 10 0,. I "" 1J -4. ..Jd. ~. 0" au ,... I OJ .'0-<.1 .04:< b ,Z ~o "" I .).J -elelgn' I Loa d In Lo~ 3 x r x a,oo~ I"'(O{I t"Om1e . ,.yU.Olnum -'lloy Jlu. 1'<,14 1-.) J O<.N <n , ,~ ~I I 1.Jd I 11J "Z.1iJ l./W I 10. I Jo I / I ,,,.. I ,.. 14-<> 4.IW I 4' VO ! = I I) , I OQ .,0'" 1::1/:> =. I '" I !Xl i 0 I ., Height I Lo.d In LOs J" . J" , Y.OW. rluted MOIIOw """USlon. ",umlnum wo" I.., I oiU J'VO 4W I .1\.1 ,40 ! J I 'v, 1';. 'v LOCO ''''' ':0 I .., I ov I ".0.) I .od , / I =. I OQ I iO I o. /.lV 14>1 :>0 /0 00 I 0/ I 41 Ex.mple: "it'd Rod Area N_, Area = 'A'. Post Spac"'g ='S' Strvctu,e Project,on = W A = S x \'N12 + Orn W'S' = T. W = 12'. and 0 H, = 2' then: Area' = 56 SQ Ft For a ,0"1'. ;.>cSI and '20 mp.11. Wind Icoo or 23 # I Sq. Ft. post chOoces 'are 'i 2" x 3" x O.~- Hollow EW\JSIOn 2) All post s,zes I'SIe<: :.eiOw the 2" x 3" x 0 :)44. Hollow Se<::tion NOle: ~re jOb oond~lOcs d""ate a pos, he'ghl. 01,0' In a '20 MPH wt~d zone.. 3- x 3" Rall!'arme<: COULD NOT 3E used ~use when rt .s more than 1 Q' tall " can only sU?oort 39 SF of 'ool On \I\e ather to,and. a 3. x 3" "luted Post wrt.~ a post M'ghl. 01 10', 7. can suppon an acea of '28 SQ"are 'eel o1.rea. ThoJs des.gn mus1 X1lIsfy OOth he9ht and area reQ'UJrem~nts Table 2.4: Footings. Maximum Roof Area for Carport Posts Wind Zone :a: Applied Lo.d = ,25 MPH 261/15'1. H Existing SI.b on Gr.de with unknown reinforcement ,3 Maximum Attributable Roof Are. in Squ.re !'eet 30 22 20 15 59 43 38 3, 77 57 5, " 120 89 78 54 150 I" 98 60 '55 ,,5 '02 83 194 ~43 ,27 103 200 ,77 t44 240 2'2 172 .. Nott s: Isola1ed FoolJ"9 IS . poured concrete ~ta"9ular soM (lenglh . Width. Depth) SlaO on grade musl ~ new or in ~ Cond,lion Pre-Cast Block Footing ?re<ast foo~ng blor..Jc ( IS. x '6" x 4") at 2" tie/ow grade WIth 80 # bag pre.m,x concrele and backfilled to grade. Uploft Dimf'ns.ioos R.ting # (1) 80 # 8og5 ,,734 102 54 (2)80#8og5 U,g 107 57 (3) 80 # 8og5 ',904 ,'2 60 Table 2.2.2: Allowable Attributable Roof Area per Post for Carports, Patio Cove~, and other Open Buildings - ALUMIN UM POSTS Wind Lo.d " Applied Load" Maxim\Jm Lo. d in Lbs ,40 MPH E Steel Post ~.~ =_l~o, w'PH.1 ,,0 MPH ,40 MPH I Applied Load" I 17 IliSq. FL 20 #lSq. FL . 26 #lSq, ~L 32 #lSq. FL Maximum Allowable Roof Area in Squ.re F..t for V.rious Lo.ds on Post Height 3".3" . " G.uge Post. 46 i<.s.L St..1 Table 2.5: Nlowable Spans / Heights for Numinum Pans Utility Shed Roof or Walls 1,1/4" I( 12" lI; 0.026" Panel Wind Overhang Condition Region NONE 1'~" '1'.J)" 102 M.P.H. T -4+ T,7" 8'-4" 1'0 M.P.H. o,g' T~ T,1!J' 120 M.P.H. 0-4" 0'7" 7'.0 1-1/2" I( 12" lI; O.O~" Panel WiND Overhang Condition REGION NONE 1'.0" '1:.0" 102 M.P.H. 8'-S' 8'.a" '1-4" 110 M.P.H. T,g' 8'..y S',g' 120 M.P.H. T,'5' T.o 8',3" 3" x 12" x O.O~" Panel ',1/4" x '2" x 0.032" Panel Wind Region 102 ~.\.P.H. 110 MP.H. 120 M,P.H. Overhang Condition NONE 1'.0" '1'.0" 8'". 8'-4. 9',1. T.o T.g' 8'./S' 6'"," 7',30 8'f1' 1,112" x 12".0.032" Panel Wind Overhang Condition Region NONE 1'.J)" '1'.J)" 102 MP,H. 9'-4. 9'-6" '0'". 110 MoP.H. 8',7" 8',,0- 9',5" 120 M.P.H. T,1'. 8',3" 8'"," Wind Overhang Condition Region NONE 1'.1)" ';:.1)" 102 M.P.H. ,3',1'" 14',," 14'.0 110 M.P.H. 12',10" 12',1,. '3',5" 120 M.P.H. ,,.,,,. '2'.,- I '2',7" Room Root Pare Spat'! :'W' as stxMn on clra'Mrqs Note: To Double span install Z'. Z' x 0.036" Extr.;sion at Midspat'! 3" X '2"1( 0.032" Panel Wind Overhang Condition Region NONE 1'~" 2'.1)" 102 M.P.H. 1S,S" 15'-6" 'S,11. 110 M.P.H. ,4'.2" ,4'-4" 14'-9" 120 M.P,H. ,3',3" ,3'-5" 13',,0" Table 2.3: Schedule of Post to Beam Size and Number of Thru-Solls Required Aluminum Alloy 5063 T-t 6eam Size r x T, 0.050" Hollow Tilt r , '" , 0.050" Hollow r I 4i" lC. 0.03&" r. 0.100- Self Muing s.earn r x 6" x 0.050" x 0.'20" Self Mating Beam r. 7" x O.OSS". 0.'20" Self Mating Beam r x S. x o.on" x 0.22." Self Mating Beam r < 9" x O.07r x 0.22.. Selr Mating Beam r. 9" x o.oar. 0.306" Self Mating Be am Minimum PosC Sile Tx T, 0.060" Scalloped T. Tx 0.060" Scalloped Tx 3"x 0.060"' Sc..al1oped Tx 3"x 0.060" Scolloped T x 3" x 0.093" T x T , Q.093" 3"< T ,0.'25" 3"x3",0.'25" . Thr1.l-8olts a L"O+'". Ii'" . 319" . 2 2 2 2 3 3 . . Table 2,6.1 Allowable Stud Heishts Utility Sheds Framed With Hollow Aluminum Extrusions 6063 T -6 Aluminum Alloy (Fb = 1 s.oOO ps~ Wind Load Applied Load Load Width ,6" 2'" Load Width ,6" 24" Lo.d Width ,6" 2'" Lo.d Width ,6" 2'" ,02 M.P.H ,g'l Sq. FL 9'.9" 7',". 10'-2" 8',3. "',,. 9'oQ" ,z.,- 9'.'0" Table 9.3: Allowable Loads On Screws And Bolts (As Recommended By Manufacturers/ , Self,Tapping and loIachine Screws Allow.ble Lo.ds Tensile SITellj/th 55,000 psi; Shear 24,000 psi Single Shear' Double Shear - Screw Diameter (Ibs.) (Ibs. Withdrawal (Ibs.) tIS 334 666 167 #10 418 836 209 #12 576 t,152 288 #1' 7~ \,468 367 'I'. 76, '.522 380 51\6" 1.253 2.506 626 319" ,588 3.7,0 928 Wood Lag Screw Loads Using Southem Pine S.G.. 0.55 or Equivalenl1,1/2'" Thickness Single Shear Double Shur Screw Di.meter Ibs. Ibs. Withdrawal Ibs. 114" 170 235 396 51,6" 210 355 S2' 318" 240 460 7, 2 Concale Screws And Bolls In Concrete. Briel< or C.M. U, (Embedment Must Ele a Minimum of 1.1/2" Thickness With ,.,14" From Edge) 2,000# Concret. 3.000' Concrete Screw Diameter Tension Ibs. Shear Shear ,14" 757 319 352 5116- '.057 818 898 3IS" \.443 \.443 , .i75 , 503 Aluminum Ritr't'ts with Alum.num M.nd(eJ Screw Diameter Tension (Ibs.) Sh ear ,IS" '29 176 5132" , 87 263 3/,6. 262 375 Aluminum R.iyets with Aluminum ....andrel Screw D;a~ef Tension (lb..) Shear 11S" 2'0 325 5132" 340 490 3/,6" 445 720 Single S....ar Screws Fy = 36 . .so k 5 I Y.eld Stref'9lh .. Double Shear Screws Fy = 50 ' 54 k 5 I Y.e1d Strer>gth - AJI Oarrelle~~hs. Celus Industnal Oual~y U~ manuf.Clurer5 gnp range 10 malcl1I01al....11 IhoCkness of connect-on Use Chaf\ To Se~ saew U S flvel substrtuloon of ancMr specf.atlQns In d"awl~$ 2 2 3 3 140 M.P.H 36 . I Sq. FL T.1. 5'.9. 7'-4- S'.c" 8'.,- 6',7- 8'-9" T.2" ...J <: (I)::J aZ(I) W<:W J:;;Ea$ (l)Z< od~1- (I)(J)O) Q::WZ WOO >(J)i= OWO OO:::W O::J(J) ~t;o 0..::J~ - 0::: N (J)1- I-(J)Z Q::;;EO O::Ji= o..zO Q::-W <;;E(J) O::J ...J < u.i~_ .... N 1"\ :::5- u.. V) ~ ..:~~... ~Uu..,... Q) ... ~.... C:~O'!:8 c:::q:~::;l ~ ~ ~ ~~ '[jj'" W X WCl5~e ,"'xx Q)Cl::~t1.< ,. IlJ W u. '-'1lJ .... c: ~ ... QJ\3X L... ~ to ~ q t1. 6 OF 7 PAN ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER SEAUlNT HEADER (SEE NOTE BELOW) #8)( 9116" S.M.S. (3) PER PAN AND (') AT RISER #10)( ','12" S.M.S. (') PER RAFTER OR TRUSS TAlL ROOf PANEL #10)( 314" S.M.S. AT '2" ON CENTER #8)( 9116" S.M.S. (3) PER PAN AND (1) AT RISER ALTERNATE CONNECTlON: #8)( ',1/4" SCREWS (3) PER PAN INTO FASCIA THROUGH PAN 60XED END EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL HEADER (SEE NOTE BELOW) #8)( 91'6" S.M.S. (3) PER PAN AND (' ) PER RISER FOR MASONRY USE '/4")( '-\14' TAP-<XlN A.NCHOR OR EQUAL AT 24' ON CENTER FI..:, ,,_~: w';!: #1': '( ',112" S.M.S. 'JR ...;000 SC2EWS ~T,2' ON CENTER ROOF PANEL #8)( 9116" S.M.S. (3) PER PAN AND (') PER RISER EXISTING HOST STRUCTURE: 1'1000 F~E, MASONRY OR OTHER CONSTRUCTlON ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8)( 112" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS. ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RlSS SHALL RECEIVE (1) EACH #8)( 112" SCREW EACH, THE PANS MAY BE ANCHORED THROUGH 60XED PAN WITH (3) EACH #8)( " OF THE ABOVE SCREW lYPES '-ND THE ABOVE SPECIFIED RIB SCREW. ~ '~R ____-- \~ \ I' FASCIA (MINIMUM) BREAK FORMED METAL SAME THICKNESS AS PAN (MINIMUM) ANCHOR TO ~ASCIA AND Ria Of PAN AS SHOWN #8)( 314" SCREWS @ 6" O.C. #8)( 112" SCREWS@6" O.G. --- --- HEADER (SEE NOTE BELOW) #8)( 9116" S.M.S. @8"0.C. ROOf PANEL FOR MASONRY USE 1/4")( '-\14' TAPCON ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10)( 1.112" S.M.S. OR 1'1000 SCREWS @ 12: O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTlON ALTERNATE ROOF PANEL TO WALL DETAJL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x '12" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH'12" WASHERS, ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RlSS SHAU. RECEIVE (') EACH #8 x 112" SCREW EACH. niE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8)(" OF THE ABOVE SCREW TYPES AND niE ABOVE SPECIFIED RIB SC~. COMPOSITE ROOF ANCHORING DETAILS EXlSTlNG TRUSS OR R.AFrER #8 x 9/16" SMS SPACED AT 8" O.C. 60TH SIDES ROOf PANa #10)( 1,112" S.M.S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS T NL #10 X 314' S.M.S. OR WOOD SCREW SPACED AT '2" D.C. ~ #8x9l16"SMSSPACEOAT 8" O.C. BOni SIDES EXlSTlNG FASCIA ROOF PANEL TO FASCIA DETAIL EXlSTlNG HOST STRUCTlJRE WOOD FRAME. MASONRY OR OTHER CONSTRUCTION #8 x 9116" S.M.S. SPACED AT 8" ON CENTER 60TH SIDES t~" ~~ FOR MASONRY liSE 114')( 1.1/4' T/\PCON ANCHOR OR EQUAl ,\T 24' 01" CENTER FOR WOOD USE #'0 x 1-112" S.M. S. OR 1'1000 SCREWS AT , 2" ON CEN"IER i ~"; ".- .... ii~'f ~;~ t ............. ~ ROOF PANa #8 x 9116" S.M.S. SPACED AT 8" ON CENTER 60TH SIDES ROOF PANEL TO WALL DETAIL NOTES: 1'1000 STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-fASCIA FRAMING WHERE POSSIBLE ONLY' 5% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-fASCIA AND niOSE AREAS SHALL HAVE DOUBlE ANCHORS. AlL SCREWS iNTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1,1/4' WASHERS OR SHAU. BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL 10 PANa OR PANS "1". niE WAlL THICKNESS SHALL BE THE nilCKNESS Of THE AlUMINUM PAN OR COMPOSITE PANEL WALL niICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MArERlAl CONNECTED TO. THE ANCHORS DETNLED ABOVE ARE BASED ON A LOAD FROIA 120 ~".P.H. FOR sac SECTlON 1606 FOR A MAXIMUM POSSI8LE SPN-l OF THE ROOF PANa FROM THE HOST STRUCTURE. ~ ~ ~ a: fo- <Il f0- B J: ,0- #8 x 112" AlL PURPOSE SCREW @'2"O.C. BREAKFORM FlASHING FASTENING SCREW SHOULD BE A MIN. Of " BACK FROM niE EDGE OF FlASHING 3" COMPOSITE ROOF PANEL SEE SPAN TABlE ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS 1. FLASHING TO BE INSTAllED A MIN. 6" UNDER THE FIRST ROW OF SHINGLES 2. STANDARD COIL FOR FlASHING IS 16" .019 MIL COIL 3. FIRST ROW OF NAILS WlU HAVE TO BE REMOVED TO INSTALL FLASHING PROPERLY 4. FLASHING WlU BE INSTAllED UNDER THE FELT PAPER WHE.1Ij POSSIBlE 5, HEADER WIU BE PUTTY' TAPED AND CAUlKED EVEN THOUGH FlASHING IS TO BE INSTAllED 6. If niE DROP FROM niE EDGE OF niE SHINGlE DO'NN TO THE TOP Of THE HEADER IS MORE THAN 1"niEN mE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO nilS DROP 7. WHEN USING FLASHING niE SMALLEST SIZE HEADER AVNlABLE SHOULD BE USED 12" .03 MIL ROlLFORM OR 8" BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS THE FlAP UP Of niE HEADER BACK FROM THE EDGE OF THE FLASHING 6. WHEN SEPARATlON 8ETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED 112" SEPARATION MINIMUM 9. STRIP SEAl.ANT B8'NEEN FASCIA AND HEADER PRIOR TO INST ALLA TlON PAN ROOF ANCHORING DETAILS SEAlMT ;z=- PAN HEADER (BREAI<~ORMEO OR EXT.) #8 x ~'6" S.M.S, (3) PER PAN _ AND (1} AT PAN RISER RIDGE eN' HEADERS AND PANas ON 60TH SlOES OF BEAM FOR GABLED APPllCA TlON #8 x 9/16" S.M.S. (3) PER P~ AND (1) AT PAN RISER #8 x 9/16" S.M.S. (3) PER PAN AlONG PAN 6OTTOM PAN OR COMP. ROOF PANEL ALTERNATE CONNEcnON: #8 x 1.1/4" SCREWS (3) PER PAN INTO BEAM THROUGH 60XED END Of PAN AND HEADER. ROOF PANEL TO BEAM DETAIL NOTE: WHEN FASTENING PANELS OR PANS TO WOOD ?\.ATES SCREWS SHAlL HAVE A MINIMUM EMBEDMENT Of '" ROOf PANEL (PER TABLES) SECTlON 7 I FOR COMPOSITE ROOFS: I FOR PAN ROOFS: #10)( (t + '12") S.M.S. W1TH 1.114" lJ-- (3) EACH #8 x '12" LONG S.M.S. D:AMETER FENDER WASHERS PER 12' Pf\NEL 0'2" O.C. (lEIIIGni '" PANa fHlCKNESS + 1') @ ROOf BEARING . SUPPORTING BEAM ELEMENT (SHOWN) AND 24' O.C. @ (PER TABlES) NO/HlEARING ELEMENT (SIDE WAllS) ROOF PANEL TO BEAM FASTENING DETAIL (')#8)( 112" WIDi HEAD S.M.S. TOP Of EACH RISER #10 x 1,112" WASHER HEAD S.M.S. THROUGH 60X HEADER'2" O.C. INTO HOST STRUCTURE NOTES: 1. WHEN HOST STRUCTtJRE IS MASONRY USE 1/4' x 1.1/4" DRIVE PINS OR 1~'x~'~"THUNDERBOlTS 2, FASTEN THE EXlSTlNG SUB-FASCIA TO RAFTER TAllS FIRST WITH #10 x 3" S,M.S. /~ / 60X HEADER BEAD OF CAUU<JNG AlONG TOP OF 60X HEADER ROOF PAN (3) PER ROOF P N-l #8 x 3/8" wi HEAD S.M.S. O.C. MO BEAM (3) PER ROOF PA.N #10)( 1" WITH S.M.S. THROUGH ROOF PAN AND BOX HEADER O.C. INTO HOST STRUCTURE PAN ROOF AND BOX HEADER FlASHING 0.024 OR 26 GA. GALV. 2"x 2"x 0.06" x BEAM DEPTH + 4" ATTACH ANGLE 'A' TO Ff>SaA WlT'rl2-318" LAG SCREWS AT EACH ANGLE MIN. 2")( 3" x 0.050" S.M.8. (4) #10 S.M.S, AT EACH ANGLE EACH SIDE A '" WIDTH REQUIRED FOR GUTTER B = OVERHANG DIMENSION BEAM TO WAlL CONNEcnON: L A ----J (2) 2" x 2")( 0.060" EXTERNAl Y MOUNTED ANGLES ATTACHED TO WOOD WAlL WIDi MINIMUM (2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) '/4' x 2,'14" CONCRETE ANCHORS TO CONCRETE OR MASONRY 1'1 AU ADO (1) ANCHOR PER SIDE FOR EACH INCH Of BEAM DEPTH lAAGER THAN 3" (AlTERNATE) (') 1,314')( 1-314" x 1.314")( 118' INTERNAllJ..CUP ATTACHED TO WOOD WALL WITH MIN. (3) 3/8" x 2" LAG SCREWS PER SIDE OR (3) 1/4' x 2.1/4' CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OR CONTI LEVERED BEAM DEPTH lARGER THAN 3" o o NOTCH ANGlE OPTlONAl o 0 RECENING CHANNEL OVER BEAM A!'iGlE PROVIDE 0.060" SPACER AT RECEMNG CHANNEL ANCHOR POINTS. (2) #10)( 2,112" S.M.S. AT RAF1tR T NLS OR 2" ON CENTER MAX. WIDi 2" )( 6" SUB FASCIA MUST REMAIN FOR ANGLE STRENGTH 2" x 6" SELF MATlNG BEAM W1TH (4) #10 SHEET METAL SCREWS AT ~ ANGlE EACH SIDE CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL ..J -< :> Z -< (/)~ 11: LUZ >(.!) oCi5(/) () UJ ~. OOa) ~~~ .....11:1'- c..:>Z ad(/) G Q I- :>'1- 11: 11:1(.) Ol-UJ c..(/)(/) ~~ ()~ ~ :> ..J -< t- uj ~- '... CO< a.::l - <I)~ ~- ~ rt r! Cl)t-$~ C~o"'i C~ CD Cl)~~~~ CO~J:~~ uj~a~~ , <Il J: ~ 8~~~u. c:(-'w Cl)i3~t- '- :(~al ~~ 1 7A OF 7 f1 ~J 12" f L ^ 12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL Table 7.1.1: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H.14 or H,25 .1I~ X ,. X v.v," ",ser ane. I vpen """alng' I Wind Applied I ovema;;g<.;onalbon Region Load "IVNt: 1 ';f~ ..., ..." rwn-Y.t1. .,..S 0'. ,.,'~.;s- lV'" I "V "'.1 .no 20 I ,.... 0'. T-IJ Of-4- ';. fl<u M.~.t1. l.J ,." ,." 0," ~. ,,-0 I '2~ MY.t1. ;!ti i 0'. ,-<;' .,...,.. .'IT '1-<;- ''1<1 M.~.no .. .. .' 0': "-0 iT-174'"Xfrxl!:o",," KIser ~ane . I vpen """alng' enclosea aUllalngs 1.-= wln~_ I ~~~~d I vvernang <.onaloan VYlna I App lea I uvernang _onaloon I Regl~_L~1'~~1"-<r ....,.. Region Load NUNc '-<r ,..,. S..,. ,'.e" 1lMlf. . '. ~ .._ I _ _' T. ,.' ._"~ ..;,~:"::'...-:::~....,..t1.. I "" ," ,. o. J ,.., ~." f.1tl1Cl':R' <1'--,,,._ ~-.I"W", '1" IT:J.i;' ,,_0l.i11i.." '.. ,"'. 0:0--;,. J. "0 r'~OliU'XI' zr -;~ ill";-I'-nr- Of.;s- 1I]-i:' ~I.--'" J. ..." 0'. .,.." ,.~ -rr-Y' i I '25M.P.H. L ;!ti -I ';~"I 0': I.r. 0" "." "."'.".t1. ~iToO'. 0-\1 oO'~ ~.~r . ,..a--t-JPr""~..,. ~-I \OY "'.~.t1. ,. '-<1 ...,- ,-<> ,0 ~.I1' I '.1J'" X 12"" x O.~PaneIS 1 C>pen """alOg' enclOseO aUllolng. I Wind I Applied uvernang l.OnOlOOn VYlna A!>P lea I uvemang <.ondloon Region Load -I. NUNc ,...,.. ~Y.(f'["7~ Region Loa~ NUN!:; 1 I'.e" ,""', S.(7 I ,'.e' [11I21.1".!'Xi1r-> 0' ~.. IV..O. ,o'nf. .M...l ," I 0-0 '00 ., 0-0 I lU., ~' . . <U 100 I.~ 0-0 ~. ,'v. IlV"'.PXI~-<> ,.". 0., ~.o 1 '1.1lT I ' .. _='--1...".'11- 1-0 ~.<T" ?7111J.7"T1<u M.~.t1. 41 0-". 0-"'. ~. 112 ... '~I6'.T" ~v -0 0'" ~V~ 1.. "'.".M.. "" ". ,... 0-' I '1V ~., I . . 32 I 5." I 6-3" 1 I,,, ~., ~-11 I'OY "'.PXI" ,...., ". ,. oO~., : VYlnd Region '0" M."'.t1. 110 MY.t1. l<U "'.1 .t1. '2OM."'.t1. 'OY "'.I".M. t:11Closea aUl/aongs A!>P led uvemang <-onaloon Load ""NC 1-\1 .... .-\1 .. ,.1IT ",,,' .,... r.~ ;>:> ".,- "'1IT o. r.o" ~1 ,. ..., ,-<0 I.. ... S,lIT "-4- O. 1'." oo "r-iS,. '-0 0." ,... '1-4' ';. <5. Of. o.~ [T-T12" x '2" x 0.019" R1SllrPanel. i -ope;; BuIldings Ene'osed tiullalng' 1 w,nd A!>P lea I uvemang <.onaloon wlna IAPP lea I Uvemang <.analnon L:1oogion Load NUN!: 'ifiT-o-: s.<r 4.1)"' Region, Load ,"<ON!: j ,'.e" ,...:.... ".0' 102hf.p.t1. '0 100 0-. .., I 'V.~ I ,02 M.P.H. I ~oO I '-11 o.,~ 0-" 1 ~.~ fnO M.P.H. I <U '0..,- 0." .. .1 <5-11' I lU.' 11U "'.~.M. 15" ~-IJ '-0' ,., I .HI i ~.O' ~".M. z;J "'..J' 0-<0' ~!,~." "'" M."'.t1. ., ,"0; I ,.,. .,..;r-;-. ~.> L';<O M.,...t1.1 "" "'llT ,.~' " <5-0- 'I. "'" ",.,..no 4:j .., .,v ,. I 00 ~," ~.l'J'l:iJ2 O-.J" .-0 o. T., .. ''''' "'.".M. oo o. '."-0 ," <5. : -lU x"'. u.o",,' se, ~ane' I open t:SUltcmgs c:nc;tosea cuuamgs I w,nd Appl,ea ovema;;g~ mna, APP ,ea I uve ang <.onaloon ! Region Load 1'<VNt: I ... "~,, ~ ~ Region Load '''-IN!:; I ,..,.' "..,.. i ...,. L lU. ",."'.M. If <5'0' <5"'- '1-4' I HI-4- 11-r l'Un-.,...M. "" 0':0- 15'." o. IV mlllif.,...11. 2l) r,,, I ll'-if Of., ~.'\T I, '4 ,v ",.p.H.! "" ". 'v '0-" '1 0" [12OO1:.no l.J -0 {oO <5.' ~., ,1]:.. ''''' "'. '.11. ., ,.,. 0-... I "...- <5. [125li(~.t1. "" 0.111 I '1.,- lU"'- 120 M."'.11. 4:j 0'-" I" I"''''' [1401l....t1. J2 1$." Q., '... o. 'v. ,OY1.1": '.t1. oo ".;s- 0.1 o.r 1','12" r 12" r O.O~Panel' ! vpen Bwldtngs ~eulldlngs I '02w~nd I Applied Ovemang (;OnOloon mno I A!>PlIea uve T1ang <-onaluon Region Load "IVN!:; I :u~ T" .,,' ....,.. Region Load NUNc I ,.:o""T 4'" .... I 1....11. 17 .... I ';-<;- 10-'. 11'.,. ]Z.J" ,on-. '.t1. "" '-'-L I.' 0-, ..... mv "'.~.t1. <U ~8':'!v "" lVoO "..- 11all."'.t1. ;>:> '''-is].,.,,, ~'.HI' ~,.,...t1. z;J ~'.'" <5.I1'~. 1-4- I 121l M. '.t1. 41 ,. A... ." 000 '.".no ,0 (00 .. !'~ V. lV' ''''' "'.~.11. 4:j I 0-" ,~'. I"" If.'" ~1'K1--~4 .,...- .1IT 'I' lU..,. lOY M."'.t1. ;6 "., 1 5-6 0<0 Note: Total roo( ~ wdll1 = room IMdlI1 plus walIlMdlI1 plus 0<ertlat1g. ....,. IV.O .' '1.;s- ~-iS 'I.. ".0" llJ-<l lCl-4- .. , ~ '00 [1 L ^ 12" f ~ 12" WIDE X 3" RISER INTERLOCKING ONDUSTRY STANDARD] ROOF PANEL SEe INDIVIDUAl PANEL SPECIFICATION (IN TABLES) FOR AllOY AND THICKNESS Table 7.1.2: Allowable Spans for Industry Standard Riser Paneis for Various loads Aluminum Alloy 3105 H,14 or H-25 T x '2" r 0.019" Riser Panel. Open BuoIding. Enclosed Suildings Wind Applied Ovemang Condition Wind Applied Ovemang Condition Region Load NONE ".0" Z.fJ' ~.o" 4.Q" Region Load NONE ,'.0" Z.fJ' ~.fJ' 4'.fJ' 102 M.P.H. 17 1".\1' 12'." '2'., 13'-4" '4'-4- '02 M.P.H. I 29 g,," g-4" g.,," ,(1."" '2',Z" 110 M.P.H. 20 ,(1",' "'.2" "'-8" 12'-6" '3'., "0 M.P.H. I 35 8'''- 8'-6" g."S' ,(1."S' '''-6'' '20 M.P.H. 23 '0',3" 10'.5' I '0'.1" ",.,0" '2'.,," '20 M.P.H. i 41 7'-8" 7'.,," 8'-8" g.f1' "'.," '25 M.P.H. 2S g., g.,O" '0'.5' ,,...- '2'-iS ! ,25 M.P.H. I 45 7'-4" 7-, 8'..- g-6" 10'-10" 140 M.P.H. 32 8'.fr 8'.". g., 10'., , ,..,0" 1'40 M.P.H. I 56 8'., 8'-'0" 7'-8" 8'",' '0'-4" I T x 12" r 0.026"' Rise, Panel. Open Building. ApoJied I Ovemang Condition Lead ! ~NE"" -~'-?~.~ '1~ 17 '3'-". 1.'.," ",5" I 15'-Z" 20 12'.10" 12'."" 13'.5"' ,,'.Z" 2) "..". 12'.'" '2'.,; '3'-4- 2S ,,'.3" 1 1'-5" ",.",! 12'-9" 32 \CJ-Z" 10'-4" 'O'.""j 11'.f1' I Enclosed _ings Wind Appl'ied! OvP.rhang Condition ' ".fJ' I Region Load i'il.~!:T1;""Tl4" ~ -..-:a:-' 15.{f' '02 M.P.H. I '2:i '0'-8" '0','0'" '''~" 12'-3" '3'-4" 15'.'" '10 M.P.H. I 35 I 'iI-8" g,,," I 'O'~' 11'.5' '2'., ,.'.5" '20 M.P.H. 41 I 8'-\1" g.2" I 9'.'0" 10'.f1' '2'.{f' '3'.,0" '25 M.P.H. t--i- I ~., ~.9'" 'i/.5' I 10'-5' ".-5' 12'.".1'40 M.P.H. I 56 1 7'-5' 7'.11" I ~-8" : 'i/.9" "..,' I Wind Li':e9iOO 1'02 \\.P.H. 110 M.P.H. I '20 M.P.H. '25 M.P.H. '40 M.P.H. I 13" x 12" x a.OJz' RJser PanelJ I i I Open Buildings I Enclosed Buildings 1 I Wind Appli~d Overhang Condition I Wind I Applied OYerhang Condition I Region Load NONE ".0" Z.fJ' ~./).. 4'.fJ' I Region LOld NONE ,'.0" Z.fJ' ~.o" I 4'.0" I 102 M.P.H. 17 15'.5' 15'-6" 15'-11" 15-iS I ~7'4" i '02 M.P.H. I 29 ,,'.9" , ,..,," 12'-5' I 13'-3" j 14'.3'" i "OIol.P.H. 20 14'.Z" 1.'-4" '4'.9" 15'-5' 1 15-3" I "0 M.P.H. I 35 ,'0',9" '0'.11' ,,'.5' '2'.3" i '3'.5' '20 M.P.H. I 23 1~-3" 13'.5' 13'.10" 14'.e' 15'-6" I '20 foI.P.H. 41 I g.,,' '0'.," 10'-8" i '1'.r: '2'.9" '25Io1.P.H. 2S '2'-5' '2'., 13'.," 13'.10" 1.'.,0" ! '25 M.P.H. I 45 1'1-5" g-8" 10'-3" , ".2" I '2'.5' 140 M.P.tt , 32 '''.3'' 11',5' 1".,,- lZ-9" I 13'-9" 1'40 M.?H. : 56 I ~-5' 8'.9" g-4" : 10',5" I ,,'-is Note: Total roof para 'Nidth = roam W'idth plus wall 'Mdt.t1 plus o.emaf"lg. Table 7.1.3: Allo"(able Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H'28 rrxu-xmTl'lJser Panel. i openBulldmgs Enclosed Buildings W'nd ] A!>P ,ea vve ang I.oOnalOon mnd APP ,ea I uvemang <.onOluon Region Load! I'<VNC , '" "". ...,. 4.1)"' Region Load "'-'NC ... 7:-<r s..,.. 10. "'. '.11. 11 l:T-lII '''.\1- '4." ". I ".11' I 1O'nf. '.no I" T:J., 11/.. 1-" ,." 110 M.P.H. 2Il 1Z." ,,,. ,.... 14' ". lIIil:~;>:> I '1.;s- '1.1IT H;.O' 1-4' [12!r1l: '.M. ... \1' 1". '''00' ,.'" i4... 1 "y "'. '.no 1 ., I o. .. .." 1\.1.,- '20 M."'.t1. "" '." 11'-4- -1IT ".... '''.rT1251.l:,...t1. "" 000 <5," .., 'v., '-0 f14lllil....H. 32 'Cl. 1(T-0 '~"V 1\." ,..ltrtw1l.1'X;6 -1IT <5. '1-0- 1 ,. fTX1TXl!:0",,- KIser ,..ane s . I upen tiUlidlOg. t:nclOsed """alOgs ! Wlna A!>P lea uvemang <-onaloon mna I APP lea uverrang I.oOnOlOon I ~gion Load NUN!:; ,'.q' 7-<r ;]".(7' ".(7' Region Load "'-"'I: r..,.' ," .,,~ '" 1104 M. '.11. 11 10-" i\:f.... 10-<>' 11-" "<5-<1 1ln.f.P.H. .. '''~ '''00 lZ. 10-\1' "'" I"OM.,...11. <U '0"11' 1O-if 10-'. \0-. 1.,.. 'U"'."'.11. .>:> .0' \1" " ,,,.. '..'V L.;~ M..M. l.J 10-\1 \0-<1 '0-' ". 6':o"T1'2lrM.p.H. ., IV-' IV.'." 1/:-if 1;J. L2.15lil.~.t1. "" 1.. 'S." 1.0; ,.-4' ,5"4"T12!1.1".PX 4:j ..' 11/' 11/-0 ,... f1401.1".".t1. J. '.,- 11- ,.., ~.S "'.S ,... MY.11. I ;6 <5. 'I' '1'.- lV.'- r"TX1TXO.03Z' Riser PanelS i Open t:3ulldlngs I f:nCIosed Bullchngs ; Wln~;.d I Overhang Com',bon j WlOd ApplleO I Overhang Gondlbon I Regian LOld. NoNEII"~~.fJ' I ~.o" i Region Load I "'-"'I: ;" 7:.fT ." .... i [11Inl.. I I1TW n. , , .00000r.rfl1l'nf,P.H. .. ,.-<> 10"V ,,'.S ,..."., '".lIT 1 ~.p.H. 20 10-"> '6"., . ffi~ I ~~:.P.H. 35 1,[,0- 1/:. 1.." lS.lIJ 10.lIJ L'",M.,...M. l.J lO"" 10-0- lO. 6" .4' I'<UM.,...M. ., """ ,-<> ,,,.,, ,,,. 14-<.1 ~.P.H. Zli 1.'.,. ,,,., ''''''"]'~ I e'~.P.t1. 45 'Cl."'''1 11.;s- "'...- "". : 1411 M."'.t1. JZ ,S-if 1S." 100; I ,~5'.3" I ,411 M."'.M. ... 'I' lIT lV. lV-<> : 00 "'-0 ....,. 10-0 . ,".., Not.: rot.. iU<:i paooI "'dlI1 . room '""eM ;>Ivs wall 'Mdlt1 ;>IUS o-.em'"'9- J } 12JXl" l l ^ INDUSTRY STANDARD CLEATED ROOF PANEL Table 7.1.4: Allowable Spans for Industry Standard Cleated Panels for Various Loads Aluminum Alloy 3105 H.14 or H,25 .",... x IT x O.01~" <.;I..",a ~ane" upen "ulIalng. t:nCl Osed tiUII alOgs ,..no I "PP 'eo Uve ma ng ~ond,b on ""na APP I eo vvemang l.onaloon Region Load NUN!: ,.". ,.., s-<r ...,.. Region Load NUNc I'''''' ,.(7' J"-<r ".(7' IV. "', '.t1. 11 '-0 ~., 'v. 'V. '.." 'V4 "'. .M. ,~ r.," ,~ o. ~.. lU-<> 'u M,"'.t1. "" <5"'- <5''- ",0- W',' ,.;s- 10 M....t1. ,,~ "'-0- .,...- if." lV.S ... I. 0"" Of. .. \1-0 loOl "'. .M. 4\ ,. 0'0 ." <5" .. "" 1'." ." <5"'- '1"- 1ll- ';<OM."'.M. ... ,'.;s- ".-if o. IS.S '1.1IT ''''''''.'''.t1. ,. 0-" 1-<1 r.,v ." 'v" ,"" "'."'.M. '0 ,. ,-0 0"'- -1IT ~oO ''''4" . ,. x O.O;!ti. <.;:.."'d PInel. vpen aUlIalngs t:nC osea "ullalOg. Wind APP 'ed Uvemang ~onaltion Wind APp,edl Uvemang ~on hbon Region Load NUNC '" "" ." ,..., Region Load "IVM: ,,, "..,.' ...,. 4,1' 1'02 M.p.H.1 17 '1]-4- , 11J. ., . , '3'" '02 ".P.t1. 23 ., Of." if.'" ~. ..". . CffOU~.,. . <U ..r .... "J'" T" ',,,00 'V"'. .M. 35 ; r.J" I T-iS 0-. ~., 'V.~ ~:p.ri.l u IS. 1 'I." 'I., 'IJ." "'.,,- '2Il MY.t1. ., I$.;s- 1$." ... Of. lV'" ~.M. ,0 0-' if, ~-4' 1V~ '" M.p.t1. .5 0-' 0-0 '-0 0-' 1V'.J" Y.H. J. .r ".llT .,.. '1.;s- 11-if \411 M.~.M. ,. 0-.- "'-1' "'-11' <5-S '1-111" ..J{~' x u x v.vo. ",,,,e ane . upen tiUllalng. \'VIna APP lea ~~on libon Region Load. NUN!: Hr ,,,. ." '02 M.P.H. 17 '.".'0- 11'. U'" l"v",.,...t1. "V 111-4 1v. ." ~2lr1lI.P.H. u \1.;s- ~.lIT lIJ-o-.O' 1''''' "'."'.t1. "" ., 9'-4 .." 'v-' 1'40 MY.H. J. ~1 0'." 'I. lIJ-" Wind ,..,. Regian 'J'.10' '02 MY.M. '0. lU "'. u,r 121lM."'.H. ,,,., ''''''''. -0- 140 M.~.M. t:nClosea "ullalOg_ Appl'ed Qve ang \.oon "oon Load NUM: ,.,,~ ,-<1' .,,' 23 ~'. o. 'v .00 IVoO ., .'IJ 0-1 O.'U ~.'ll ., '.s 1''''- IS.S ~.O. 4.5 o. 1 ,., ~., ,. 0'.< 0'''',0' ~'.;s- Note: Total roo( paooI wdtt1 = 100I11 'MdlI1 plus wall 'Mdlt1 plu. o_ng ,,,. y ." llJ.'- 'v. lU." ~ ::>. Zl ~ m;:a: ffiz >(9 aU; (,)w 00 ~t3 a. a::: ""~ m(,) 1-::> a::: a::: al- a. m ; a:::;:a: ~.::> Uz ~ ::> ...J ~ m ill ...J cc ~: l"'- Z o ~ w m f- u.i~_ a.:~~ ~~8 ~ ~ U.;! Q,) , ro. ~~~~~ Q,)oi3Xro. C:Ou:jJ:\!~ .[j5~X WoooS 'ilJJ:~ ~~~~u. ~Uf~ : ;w ~ 5: . (; WJ p lAR sQJ999 SHEET 78 OF 7 .J~I UJil- ~a. a. UJ ~ I l ^ ~ d AlUMINUM Sl<IN E.P.S. CORE SIDE PANEL CONNECT- TlONS VAAY (00 NOT AFFECT PANEL SPANS) SELECT PANEL DEPTH FROM TABLES <Ia' ,r.:" COMPOSITE ROOF PANEL [INDUSTRY STANDARD] Table 7.1.5: Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H,14 orH-251.0 EPS Core Density Foam ~~p.nels , , o;5e'i' 8V!;dln~~ I E."I";....~d BuildlO';jS f- ~~ pp Ie I - -"-- -----oveniang COii.:aruffi'~ ~dll\pplleQ I ~emd?i9wn~---1 I R>gIO" Load 1"I0Nl:TT Z-:rr-, i Region I Load 'NUNE I ,.a- I-'.;:r i 3.Q" 4'~ '1on.l:l' . i..o I ll; ~.I 299'.," i 9'4" l'T-lf'l10." , ,<,.," I ,1W],f. . ,. . i 1..rl"OM.~ ~8':.3:..J Hi' I ~lr-~~ ~ ";.;: '~~ I ;~ll.px+- ~T-<>I r." I 8'-<l" 19"" I ".~ i~~~:~~ I ~~ '~;-!.~v;--;~~ I ~~~! ::~:~~:: : :;;: :.,~: ~; ; :;5,". \~~ ~~panels r- Open l:3ul!dmgs I Wln~d Applied Uvemang on I 00 In I RegIon load ~N~".Q" Z:rrr I RegIon fTIl2r;l: ,~. . T-10', '4'.r 15 jl1ll1>t ., I '20 ,1Z. -0, <,." : 1. n20 M.P H. I .. , . I . I'. i . jU51>f:1"l"[j 26 10-9" ,a.'" I ..::: I ~:.ol" 13.5" I ,2nf. . 'T4Olif ~12i9"a"lV-ll'j1cr. . I .7" \40 M PH. ,~~~pane~s ~ pe n "uJ' lOgS i wrna~~'Plled : e ang on I on i Reglol Load I~ I ~~~ 7 , ~'S.9'" ' 15.'O'! 1e.j n~p:K j ~ : ~~'9" , ,z.,vf,. ~ po Ie Luad Enclosed oUlldmgs i e ang: t...ondltlon r1<<lN~ ~.o" 11.2""":1 ....q'" 1 I .2'iB"~ ~r-4 : r- I . , ., I ,. j ~~: : ';; : 1~:,5~ I I ,~.o: : :~ '" Regioo unr ~(;losedBUi'Ta"i"ngs Uvemang Condition ';.0; I ~~ . ,~~.: ,. 1 I ,....:, I pp Ie Load 1OOl'l;' ~7 , ~- ' i-+-O' I U i I .. Note: Total rod;>aI1el WIdth = room ",dtM pius wall widtn pius ,....rf1aoo>9. [TI l 0.019" AlUMINUM COVER PAN OR CONTINUOUS AlUMINUM SHEET W f 1 IJ8 X 518' CORROSION RESISTIVE WASHER HEADED SCREWS AT 24' O.C. AlTERNATE IJ8 X 518' SMS W/112" DIAMETER WASHER. TYPICAL INSULATED PANEL NOTES: 1. INSTAlL RIGID FOAM INSULATION INTO AlUMINUM ROOf PAN, 2. COVER INSULATION WITH 0.0145' PROTECTOR PANa WITH OVERtAPPlNG SEAMS. 3, iNSULATION PANEL SHALL BE CLOSED WITH AlUMINUM END CAP TO SECURE PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDliFE AND OR INSECTS. 4. PROTECTOR PANEL WIU BE SECURED BY IJ8 X ~'8' CORROSION RESISTIVE WASHER HEADED SCREWS. 5. SCREW' PATTERN WIU BE 12" ON AlL PERIMETERS AND 2.' O.C, Flao ON EACH PANEL 6. AlUMINUM END CAP WILL BE ATTACHED WlTH (3) #8x112" CORROSION RESISTIVE WASHER HEADED SCREWS. Table 7.1.6: Allowable Spans for Industry Standard Compvsite Roof Panels for Various loads Aluminum Alloy 3105 H,14 or H,25 1.0 EPS COrt Density Foam ~lr.01Yp.nel' ' "41 --------J . Ope!1 6Illlc.r.gs ~SDi7"UlgS , ~ r- w.nd I Af~5"~~ C:/emar.gC3Od~-j. - Wl~.!WpPlled I ~emlng ~Vj) I I Regkn Load. T.a"'TZ-.a"'T"'~~ ;;;eg'o. Load NUNEI _.0-.1 t. ::c--' sSiE I'~*ff,~~' 3i1a.9'" ~ ,. . . ~.. 1 ,. . . . ,. . I 4'"~ E:nclosed BUildings Wind ; Applied I l.Jvemang Condition Region I Load y: (- -.! ! - I 0"1l:P'J1:; 35 I '0' -~- I ' 1Oll.? .H. i 41 - .TTl~1l.l>K~'T. llPJS-5OT' .~ .n~ ~ ~TY.oJO'" jJ'anels I Open BUildings Ovemang Condlbon W.nd ~~~~ ,o~e~:,; lrM".PJ . . I' i 2OliT.?J .~;rr~O".~ I ~~ :.p.ir y. . 5" .l'X Note: Total rod para ",dth = room 'Mdtn pius walt ",dth pius ""'m~ ATTACH SHINGLES TO COMPOSlTE ROOF PANEL WlTH INDUSTRIAl ADHESIVE' (2) CONTINUOUS 114' LINES PER SHINGLE 4' TO 6' O.C. , CHEM REX-PL PREMIUM ~ URETHANE ADHESIVE . OSI . RF140 AlUMINUM FACING EXPANDED POl YS1'l'RENE OR POLYlSOCYANURATE NOTE: MINIMUM SLOPE 1/4' PER FOOT WHEN INDUSTRIAL ADHESIVE IS USED FOR ATTACHMENT -l <t: ;:) Z <t: "'~ a::: wZ > <:)i 0Ci51B ()W-l 0000 ~1B~ c.a:::r-- od;:)Z ",l5Q I- ;:),1- a:::a:::() 0,1- W c."'''' a::: ::2: ~~ ::2: ;:) -l <t: ... u.i~_ '... N c.::l - ~~ :d" 0 ;t -. ..., \.) . ~ "''''~'1 2~O~~ &l ~ h~ WQ5~i 'CIlJ:~ (l)ffi~fuu; Ull.l-.uj C:Z><I- o ~~ 0;;;1... 0 ::Jo' '" . Cl3::::a. I \.) 1 0 1999 SEAL SHEET 7C OF 7