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Home My WebLink About99-8920 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788~6611 8920 Date /o/S /99 Permit 70, rJO BUILDING ELE\.RICAL PLl~BING MEC~NICAL Sewer Conn Water Conn: Zoning: Energy Code: Description of Work X ( f" c.. e..r>-tA., + , Property Owner: 0 h ,.,..C\.r .vle '-,~ Job Address: "3 ~O"3 fV\ cd ~,,~ i ~ 1\1' . Parcell.Do # 1 "i- 1b - 11- 0010 - ODOOO - '-0 + '17 t '-10 Radon Gas: ' - I S- ,f' "36 5frV.l +a. , ( Water Meter: T.I.F.'s: ~-F FINAL ,Ie>'" J ~ - 99 DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinanceso DATE Inspector 2/"" - ^ U City License Registration # State Certified License# I "'If Permit Fee Signature Company Address Telephone# ~ ' '0~~~/ Valuation or Contract Price t..{"3/i, CIC.) .- ~'(., ,'> - 0 0 L C:::. A f Ftro Pre SLB /(). 6-9~ &I...L Lintel FRMo Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final BUILDING ECTRICAL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25000) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. co Repairs or corrections not made when inspection called. do Work not ready for inspection when called. eo Permit not posted on job site. fo Plans not at job site. 90 Work not accessibleo The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT DATE RECEZVED 7',j/f9 PLANS REVIEW FEE f OWNER'S NAME 011 M 17(;. P R u Tr} Nc-e I E JOB ADDRESS c'54V3 /'1/7 L ffC//? ~ J?~. LEGAL DESCRIPTION: LOT(S) ~') BLOCK PHONE ;;;.. meR 17.1-.0 ~tJ j jL/,r PARCEL ID # 2."7-2 b - 2./ -002.0 - 0 C'b 00 -LD/71 (OBTATN FROM PROPERTY TAX NOTTCF.l WORK PROPSED: ONEW CONSTRUCTION ~DITION OALTERATION 0 REPAIR 0 INSTALL SUBDIVISION Os I GN PROPOSED USE: ~L FAMILY DWELLING o COMMERCIAL o MOVE o DEMOLISH OMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL Fx Jb Cc,m E:V-:7 IS x '3h '-~1J SQUARE FOOTAGE ,6 s '7 p.. v c::...- 7/:7-- ~L ,p. e>ept4 €J/ HEIGHT 0 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. o BUILDING $ ~3) E3 PERMITS REQUESTED VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ o GAS ~OFING 0 SPECIALTY VALUATION OF MECHANCIAL INSTALLA'I'ION o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL ~ER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES o NO SIGNATURE G~~ -, -- COMPANY Jl \.J.5 C C) "'V..s ../ STATE CERT OR REGIST # C A. c... D 3'3 4- c / CITY PROCESSING ~ BUILDER ****************************************************************** ELECTlUCIAN SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE MECHANICAL **********~******************************************************* COMPANy STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ***************************************************************** 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 responsibility 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 acknowledged , 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged , 19~ (name of person acknowledged) Owho is personally known to me, or (name of person acknowledged) [1ho is personally known to me, or o who has produced (type and whoO did 0 did not of identification) take an oath. Owho has produced (type of identification) and who Odid [)jid not take an oath Signature of person taking acknowledgment Signature of person taking acknowledgement Name typed, printed or stamped Name typed, printed or stamped ,.\,. ,-.,....-~-,.. ,,,,0' ~1;.-Kr'-'if'. FLA. '.77 LAW. n 713,13 SEMINOLE FORM.408 NOTICE OF COMMENCEMENT ~:;:t:fo~lorlda } 'PR~PARC IN DUPLICATE' 111111111111 ~!ll~U~~~111I1111I11I111II1111 The undersigned hereby informs ell concerned that improvements will be made to certein real property. and in accordance with section 713.13 of the Florida Statutes, the following Information Is stated In this NOTICE OF COMMENCEMENT. Description of property, 0 o.~ -:7:0 ~o ~J 0-:-'0 ~! 0":0 .C!,C:, ~~, 0 ~o 0 o'?o ~<?,~~o: o!~ o!"'.o?.?. 0..000. o. 0'. o. 0..0000000.0 .....- Rcpt: 361886 Rec: 6.00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. DS: 9. 00 IT: 0. 00 10/04/99 Dpty Clerk .......... ....................... ......... ... ..... ... ........ ......................... .... ............ .......... ........ ......... General description of improvements 0 0 o~or./!':?o'f:=. o~?~o 0.. ot.,~,T 1f.,2.;-!. o~!?:;:~~o 0 t?::::o ~r 000.000.0000. 0' 0' 0" Owner, ,P.otl~~~;" of..~, TII., 0 00 ol.-1~, o~o ~,1!!o 00' 0 0 0' 0 0, 0 o. 0', 0.'.., 0, 0.."", o. 00, 0 0, 0', 0' 0 00 00, 00 000 000 0' 0, 00 000 ~7-V3 /VJ 7jZ- t...ff C /.)/ rE /f);? Z?- ;:J.1l..L.~ Address ,.. 0 , , . . 0 , , , , , , 0 , , , , , , 0 0 , , 0 0 , 0 , 0 0 , , 0 . 0 0 . 0 . 0 0 , 0 0 0 0 , 0 , ~ . . . 0 0 , , 0 0 0 , . , , , , , , , . , , 0 , , 0 , , 0 , . , , .. 0 0 , , 0 0 , 0 . 0 0 0 , 0 , , 0 , . 0 0 , , 0 0 . 0 0 0 0 , Owner's interest in site of the improvement 0 0 0 0 0 0 . 0 0 0 0 0 , 0 0 0 , 0 0 0 0 , 0 0 0 , 0 0 0 0 0 0 0 , , 0 . 0 , . Fee Simple Title holder (if other than owner) JED PITTMAN, PASCO COUNTY CLERK 10/04/99 03:20p. 1 of 1 OR BK 4236 PG 1029 Name "0'.. 0..'", 0......,'...,.""" 0', o. 0 o. 0 0.'" 0",. 0 0, 0 0 0' 0 0 0'..' 0 0 0"."", 0..'.., 0, 0'.. 0.'..0. 0'..' o. 0 0 0.000' 0...0000. 0 .!'ddress . 0 0 . , . 0 . . . , , , , . , . . . . . . , , . , : ' , 0 , . . . , , . 0 , 0 0 0 0 0 0 0 , 0 . , 0 , 0 0 0 . , , 0 0 , . . , . . 0 . , . . 0 . . . . 0 . . , . , , , . . . . . , 0 . , 0 , . , , . , 0 . . , , , 0 0 0 0 . 0 , , , . 0 0 0 . R'on"a.,o,... .8:v'.'~.. .c:,.., ./.Lc.~..r......................................................................... ; Address. 0' /t:?3.3, .1-:-....N U~:~,9. .~,~o., ,~,P.: 0'." oi).!t.9,~., ,~.J.,~ r:. 0', ,Fl:."o ..~o~~~ ........ " '-'JlDlII- Surety (if any) .",.... 0 , , . . , , . . 0 . . 0 . . , . 0 0 , . , , 0 . . 0 . 0 0 . , , , , , , , , . 0 , , , 0 . , , , , , . , . , . . . . , . . , , . 0 , , , . . , . . , , . 0 . . , , , . 0 0 . . , 0 0 . , , 0 , , , , . 0 , , , 0 , Address '0. 00. , , . , 0 , , , . , 0 . , , , . , 0 . 0 0 . , , 0 0 , 0 . 0 , , , , , , 0 0 , 0 0 0 , . , , , 0 0 , 0 , . . , 0 . , . . , , . . . , . . , . , , . . . . , 0 . . Amount of bond $ , 0 0 , , . , . , 0 0 , 00' Any person making a loan for the construction of the improvements: Name ..".0"".00'...,.'....'0".0."'0'..'0"'.'00'0.'0.'..'000'..'.,"",.,.....,.."..0.'..,..,......0.0'0.'.""0.0..'000'. Address ....".""...,..,. 0 0 . , , . , , , . . , . , , 0 , 0 . 0 0 0 , 0 , . , , . , , , , 0 , 0 . . 0 , , . . . 0 , , , , 0 , , . , 0 . 0 , . , , , . 0 0 0 , . , 0 , , 0 , . . , , 0 0 . 0 , 0 , 0 , 0 0 0 , 0 0 0 , , , 0 0 0 0 Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name .,...,...........................................,........................,.,....,.........,............ .................. Address .".,.". 0 0 , , . . , , . 0 0 . , , . , 0 0 . , 0 , 0 , , . . , . , 0 . , 0 0 0 , , , , 0 , . , , , 0 , , , . , , , 0 0 , . 0 , . , . . . 0 . , , , , , . . , , , 0 . , , 0 . . . . , 0 . . , 0 0 0 0 , 0 0 0 , 0 , 0 , , . 0 0 0 0 , In addition to himself, owner designates the following person to receive a copy of the lienor's Notice as provided in Section 713.13 (1) (h), Florida Statuteso (Fill in at Owner's option). Name . . . . . , . . . . . , . . , ~. . . . . . . . . . . , . . . . . ~--...~-.-. . . . . . , . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . Address .,..,.....,..,......."....,........,.".,..,.,.,',.,....,...,....,.,..."".............,.,."....,.,..........,.".." THIS SPACE FOR RECORDERoS USE ONLY _' . / ') j7 h c!J.-/~. ??!~...,..t'./r:;;, v.-(?, / ~~~. . , . , , , , , , 0 , , , 0 0 Owner t/ ,.,~,~ SToWE OF FLO~IOA. i~,~J:'.t+: .1 COUNTY Of PASCO TH!S is m WnlfY THAT THE fORmOING IS" T!:q[ l'i\W ('ORIi1'ECT COt'i' OF THE fJ;JCUf-:lEU ON FilE l"".'~') 'c ~",' '''' i,~ r;-f"~ORD I I'll' THiS (.,'~rFIGf. ,'t!n;;:,ss MY j,1o \.1 '. u{.l/-,.... ._.... .. '. ~ '. H.~ND M'm~2? S""L THiS' [lilY cr '._..___.. 1 q , JEDPi- . ' I'll, Cl~ ~Of CIW;UlT COU"J I f'" BY D,C. swo'Jt and 'Ub'.';be~. ~~ Ih;, .""'''''''''''''''''''' 1 c ':\\)01 ..;.~lh;..\.~........'9,,] ..~~....,.....VJ.........,.".,....,.'o. 1\1 nt",.u 13... ic "~~";"'" BONITA G, JONES {Jf'iJ."iff;... MY COMMISSION # CC 724254 ~~~.~j EXPIRES: March 22, 2002 ~-i:..;f;\.~.:' Bonded Thru Notary Public Underwn~er5 ',R",.,. f) 0 J ~ C <U~ ',:> -r. "~'-lu), I}JI!(fiC l4Ir~. SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF <7L!6 i5. ~ ~ OTHER /2CZ IO~~ VAL-J ,'--v tJ '~.go .} I BUILDING: 7 ".~ . O'j - ELECTRICAL: rJ~1 PLUMBING: MECHANICAL: c; SLlO Sc 0 r-+: RADON: ,/" ~c 5- f yJ II\- CREDIT: // SEWER: ,J~+ WATER: / TOTAL: ~f T.I.F'S ;J/;v '~ l}1 \.... -=- 7 - lJ- L j.. I , 5 '--.;-" fl / ,fffp ';'1..- C E /Y'I -E .vT ,. B .. 0 .. , ~--'-~-"-71' .. jj!...---:-....--------'--- :SJRvc,: l- lK.. 00"- fi-i ~ ,< 1:L.- '-?~ \JI\ 0 D 3(... ,'If -- )..::, I - 0' <.. To S 7J ~ a--...... /' ; - J .51(\ -.Ie:.. J r-r /- ' f/::;;v'~L5 -... l- 'jlf-- 2J< cl -;:; 1- (.l {"1 8 C /7 r , ~3')l..3 ,::-LvTEJ) 1----" /1 ~1- 30Di.) 15.1.- w / F'I <-BFOZ Pl ~ )\E \~~ j:::Tf ,"Ii':\) If',"'r., nr:~T {\f" _'-' Ie '-, - 2.x____ BEAM SEE TABLE 4 OVERHANG VARIES + 2' -0' ~AXo -r . "H" 3- 1 /2" SlAB ON GRADE OR RAISED FOOTING \tAX. ~I~J 1'x 2" VARIES NO MAXo ELEV, SLAB OR ON GRADE J , T'T'PICAL GLASS ROOM 'MTH SOUD ROOF, T'T'PICAL FRONT VIEW FRAMING . (HEIGHT OF UPRIGHT IS f.4EASURED FROM TOP OF ,'x2' PLATE TO BOTTOY OF WALL BEAY) I O,H. ALUMINUI.l PANEL COV(R _____ W/2 r w/2 UJ ~ :;) .... u :;) ~ .... In (J z i= In X UJ 2'1:_ BEAM ANQ COLUMNS MAX. COLUMNS. SPACING 5C:E TABLE S 1 "x2"xO.040" 'w" VARIES --J. TYPICAL GlASS ROOM NOTES: 10 ANCl10R 1" x 2' OPEN BACl< EXTRUSION 'MTH TAP CON 1/4" x 2-1/4' LENGTH OR EQUAL MAX. Of' 2'-0' O.C. ANCl10R TO WALL 'MTH 1-1/2' #10 SMS 'MTH WASl-iERS 2'-0' DoC. SPACING ANCl10R BEAM AND COLUYN KNEE BEAt.A 'MTH ANCl10R CUPS AND '10 SCREWS AND wASl-iERS 2. YIN. SLAB THICl<NESS FOR SlAB ON GRADE IS 3-1/2' CONCRETE. 3. se:LECT FRONT WALL SEAM FROY TABLE USING LARGER "A" VALUE OF w/2 OR W/2 + o.H. 40 "w" IS CLEAR DISTANCE FROY HOST STRUCTURE TO FRONT WALL BEAM l.4IN. 2'x2'xOo044' (T'T'PICAL) SOUD CO~ V~JES SMEETlNG BOTH SlOES 1-1/2" x 2' 1oCAX. WIDTH 5J' ROUCH OPEJ'.ING VARIES 2"12" V~IES SlAB 3- 1 /2' YIN,- (5C:E DETAIL) TYPICAL GlASS ROOM WAll 'MNDOW FRAMING CAN ATTACH OIRECTl Y TO HEADER CONVENTIONAL FRAMING OR ALUYiNUY COVER SYSTEt.A SMEETING BOTH SIDES ~ ~ SOliD ROOF GlASS 'MNDOW INSTALLED PER YANUf' ACT1JRERS SPEClFlCA TIONS ,ax1/2' SMS 0 15' OoC. IN ALUMiNUM SMEETlNG AlUYINUY SHEETING OR VlN'11.. _______ TYPICAL SECTION GLASS ROOM OPTIONAL CONCRETE CAP BLOO< OR BRICK ANCHOR ALUMINUM FRAME ___ TO WALL OR SlAB 'MTH 1/4" x 2-1/2' TAPCON OR ______ EQUAL 5' TAPCON OR EQUAL 8' x 8' x '5' BLOCK WALL DECl< OR GROUND L VL (1) '4 BAR 0 CORNERS AND +-- . 4'-0" O,C. FILL CEllS ANO 8" . '. KNOCK OUT BlOCl< TOP +--' " ." COURSE 'M TH 3000 PSI 1 1 '" PEA ROCK CONCRETE 1 2' (2) '4 BARS YIN, 2- 1 12' OFF GROUND (1) '4 BAR CONTINUOUS +-- MAXJMUY DifFERENTIAL iN SOIL HEIGHT 12' KNEE WALL FOOllNG FOR SCREENED ENClOSURES EDGE BEAM FRONT AND SlOE BOTTOY RAilS ATTACHED TO CONCRETE 'MTH 1/4' x 2-1/4' MASONRY QUICK SET o 5' FROY EACl1 POST AND 24' O.Co MAX. AND WALLS A MIN, 1" FROY EDGC: OF CONCRETE ,'x2'.0.044" OPEN BACK ATTACHED TO FRONT POST 'MTH '10 x 2' SMS MAX. 5" FROM EACl1 PURUN AND 24" O.Co SlOE WALL HEADER ATTACHED TO l' x 2' x 0.044' OR BETTER 'M TH M,N. (2) 110 x 1 -1/2' SMS SlOE WALL PURLiNS ATTACHED TO l' x 2' x 0.044" OPEN BACK W/ MIN. (2) #10 x 1-1/2" SMS iN SCREW BOSSES FRON T WALL PURUN rYPlCAL CORNER DETAlL (4) 1/4" x 4" LAG BOLTS WI 1-1/4" FENDER WASHERS PER 4' PANEL ACROSS THE FRONT AND 24' OoC. ALONG SIDES (WAU<-ON) ALUMINUM COV(R OR 3' STRUCTURAL INSULA TED ALL;MiNUM HEADER ATTACl1ED TO POST wi YIN, (2) '10 x 1-1/2" / ______ IN SCREW BOSSES 2' lC 2' OR 2" lC 3' HOLLOW ~ 2'x2', 2'x3., OR 3"x2" SEE SPAN TABLE HEADER HOLLOW SEE SPAN TABLES FOR s."AP EXTRUSIONS CHAJR RAIL ANO KJCl< PLATE CHAJR RAIL ATTACHED TO 2..,.,0,0". HOlLOW RNL P POST W/ MlN, (2) .. , 1-'/2. ~ ." ON SCREW BOSSES POST ATTACl1ED TO BOTT~Y _____, 1" lC 2' lC O.OH" OPEN BACl< WI YINo (3) #10 lC 1-1/2 BOTTC'-l RAJL iN SCREW BOSSES 1/4' lC 2-1/4' lAASONRY "," ," " .. ANCl10R 0 6' FROY EACH .. POST AND 24' O.C. YAX. . rYPlCAL UPRIGHT DETAlL ANCl10R l' lC 2" xO.044" PLATE TO CONCRETE WITH 1/4' lC 2-1/2' CONCRETE ANCHORS 'MTH1N 5' Of' EACl1 SIDE OF EACH POST 0 24" DoC. I.4AX. OR l1-iROUGH ANGLE 0 24" O,C. lAAX. lAIN. 3-1/2" SlAB 2500 PSI CONC. 6x6-10x10 W,W,lAo OR flSER YESH 2' x __ EXTRUSION PER TABLE (3) #10 lC l' SMS iNTO SCREW SlOTS l' lC 2" EXTRUSION / 1-1/8' YIN, iN CONCRETE POST TO BASE AND POST TO BEAM DETAIL 2' lC 2" OR 2' lC 3' OR 2" 5MB POST ANCl10R l' lC 2' xOo044" PLATE TO CONCRETE 'MTH 1/4' lC 2-1/2' CONCRETE ANCl10RS 'MTHIN 6' Of' EACl1 SIDE OF EACl1 POST 0 24" O.C. MAX. OR THROUGH ANGLE 0 24' O,c. YAX. lAIN, 3-1/2" SLAB 2500 PSI CONC. 6x5-'Ox10 W,WoM. OR FIBER YESH 2' lC 2' lC '/8' ANGLE EACH SIDE / ATTACH TO POST AND CONCRETE A T LOAD BEARiNG WALL 'M l1-i (2) #10 x '/2' SMS EACl1 SlOE i l' lC 2" EXTRUSION ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL 0,75" /0.0145" ALUMINUY COVER PAN OR CONTINUOUS t t 1/ RIGID iNSULATION :-~$~r"" , 'I'. CORRO'ON ",OS''''' +-- WASl-iER HEADED SCREWS 0 24" L I O.Co ALTERNATE ,8 lC 5/8' SMS 12' ~ W/l/2" DIAMETER WASMERo TYPICAL PANEL NOTES: 1, INSTALL RIGID FOAM iNSULATION iNTO ALUlAlNUY ROOf PAN. 2. COVER INSlJLATION 'MTH 0.0145' PROTECTOR PA.."EL 'MTH OVERLAPPING SEAMS. 30 INSULATION PANEL SHALL BE ClOSED 'MTH ALUYINUY END CAP TO SC:CURE PLACEYENT AND TO DISCOURAGC: THE NESTING Of 'NlLDUFE AND OR iNSECTS. 4, PROTECTOR PANEL WILL BE SECURED BY 18 x 5/8' CORROSION RESISTIVE WASHER HEADED SCRE'N$o 5. SCREW PATTERN WILL BE 12' ON ALL PERIMETERS A....D 24' O,C. FJELD ON EACH PANEL. 50 ALUMiNUM END CAP WILL BE ATTACHED EITH (3) 18 lC 1/2' CORROSION RESISTIV( WASHER HEADED SCREWS, 7, SEAL ALL SCREw HEADS 'MTH CAULKING. PAN OR COMPOSITE PANELS. / Use: CORROSION RESISTIVE SCREws. PANS ANCl10RED WI 18lC 1/2' 0 (3) PER PAN iNTO ~ RECEIVING CHANNEL AND (1) 110 lC 1/2" 0 RIOGC: CAP CONNECTION TO RECEJVlNG Cl1ANNEL COYPOSlTE PANELS USE ]1/4'lC t+1/2' WITH 1/4" WASMERS SCREW __ _ _ THROUGH RECEIVING Cl1ANNEL FROY TO? OR 18 lC 9/16" TEK SCREWS SPACED 0 CONNECTION REQUIRED ............ 8' O.c. BOTH SIDES. CAUU< ALL CONNECTIONS (SEE DETAIL) .............. EXTRUOED OR BREAKYETAL HEADER EOUAl TO PAN THICKNESS ANCHORS DETERMINED BASED ON HOST STRUCTURE HOST STRUCTURE fASCIA ANCHORS DETERMINED BASED ON HOST STRUCTURE PA.... OR COMPOSITE PANELS. / USE CORROSION RESISTIVE SCREWS. PANS ANCl10RED wi 18lC 1/2" 0 (3) PER PAN INTO RECEIVING Cl1A."lNEl.. AND <1> '10 lC 1/2" 0 RIDGC: CAP CONNECTION TO RECEIVING Cl1ANNEL COI.lPOSlTE PANELS USE 1/.'lC t+1/2' 'MTH 1/4" WASMERS SCREW THRQUGH RECEIVING CHANNEL FROY TOP OR 18 lC 9/15' TEl< SCREWS SPACED 0 8' O.c. BOTl-i SlOES. CAUU< All CONNECTIONS EXTRUDED OR BREAKMETAL HEADER EQUAL TO PAN THICKNESS HOST STRUCTURE WALL CONNECTION REQUIRED (SEE DE TAIL) CONNECllON TO HOST STRUCnJRE NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSjNG EROSION 2'-0" YIN. BEFORE SlOPE MIN 2500 PSI CONCRETE 'MTH 6.6-10lC'0 W,W,M, I OR FlBER MESM T'T'?lCAL _ I . I - J (1) 15 BAR CON To -,__(1) 14 BAR CONT. 312~'8~' ~ --- ~12" ... -- NOTE: FIBER I.4ESH CONCRETE DO€S8" +. '0 . NOT REQUIRE 'MRE YESH 8 FLA T SlOPE I NO FOOTING YODERA TE SlOPE FOOTING STEEP SlOPE FOOTING o - 2'/12' 2'/12" - 1'-10' > 1'-10' SlAB DETAILS ADDRESSING EROSION AlUMINUt.l ATTACHYENT / 3-1/2' CONCRETE SlAB 6.5 W.'N,F, OR FIBER lAESH CONCRETE r VARIES 3- 1 12' MIN, ~ VlS~E VAPOR BARRIER UNDER SlABS HAVI~-STRUCT1JRES ABOVE WELL COMPACTED ClEAN FILL OV(R SACRIFlCED NA TURAL SOIL 90~ RELATIVE DENSITY CONC. FILLED SLOCK STEY WALL 8x8lC15 OolU 6"x12' CONC. FOOTING 'Ml1-i (1) 15 CONT, LOCA TE ON UNDISTURBED NATURAL SOIL (1) IS VERT, 0 CORNERS AND 0 10'-0" O,Co RAISED PAllO FOOllNG I~ . u:.2=. . ,J. 12' ,J. JOe NAME: ADDRESS: DRA'NlNG FOR ONE PERMIT ONLY on ~ '" ~' ~~ ;j ~ 0" '" iljz ~ 0 cJ i5~ z a10 ., J "'~ e9~ '" '" d ~.. - ~ .0, '" i'" ~I~ 8 ~ 0,E u aia ","'e <.> ~'" ~~~ z :;'? "'''' a ~z <.>~8 3 ~'" :lI'i ~ ~ aI Z'" ",0 ~~ ~ r ~:;a ~ ~a "'!it o<.>~ 0: ..d c ~~ ~~ ~~i1I z c "'\1'1 jd~ Ci1l ~g g ~~ n :i;d aI -' " ,.oj co o o on on I N<D '" NO .. cog <DOl <II ~ ~ ;;;7':- ~ "'~g~~ - co 0 to I ,..., I ~g3"~~g ,...lll o........r--o~ oatG:~........a:) I . co ",... I - ]. ~ e'"-Jg~"5 J: ~ ~ ~ ~ ~ .~ <t!~:~~~o :;'Cl......Cl..,-,-,-,-Z ~ ALUWl:'Ulol 0) ..J a ..J z < <O)~O) 0):2 a ll: :20-W 005> 00:0)8 0:0)0: zO)09 UJ< ..J w..JzO o:<!JUJO) o w 0) 0: o 0) ~~ J~ ~~ 519~ t1t'iO~ SHEET , q] Of' @3 FRAME AND ALUMINUM SCREEN, VINYl OR GLASS WALL SEE DETAJLS SECTlON 2 OR 5 o CEN TtR LEDCER PIER @ 2.x5. JOIST HANGER EACH END @ BRIDGING 48' O,Co HOST STRUCTURE 5/8. PL Y'NOOO I F ACE GRAIN PERPENDICULAR TO JOIST WIDTH (VARIES) KNEE BRAct: REQUIRED FOR HElGHT OY(R 4'-0. J-l/2' CONCRETE SLAB 3/a.x5. BOlT 4'x4' Po T.Po OR 3'x3'xOo090' ALUM. LEDGER SUPPORT EPS WALL PANEL 3/4. PLY'NOOO DECl< " 1-1/2' X J" X 0.062' RECEIVING CHANNEL ,8 x 1/2. S,M.S. 0 6. O.C, MIN, SHED(JLE OF ALLOWABLE LOADSjMox ROOF AREA FOR ANCHORS ANCHORS iNTO 'NOOO FOR OPEN BUILDINGS ALLOWABLE LOADjMax LOAD AREA(SF) 0 120 MPH WIND LOAD 1 ANCHORS I 2 3 4 Oioo ANCHORx EMBEDMENT 1/4' x 1-1/2' LAG SCREW W/ 5/8' WASHER 0 24. D.C. 1/4.x ,. 2541/11-SF 5281/22-SF 7921/3J-Sf 1,0561/ 44-Sf 1/4'x 1-1/2' 3961/16-Sf 7921/33-SF 1,1881/49-Sf 1,5841/ 66-Sf 1/4'x 2-1/2. 6601/27-Sf l,3201/55-Sf 1,980l/82-Sf 2.6401/'09-Sf 5/16'x ,. 3121/13-SF 6241/26-Sf 9361/ 39-Sf 1,2481/ 52-SF S/16.x 1-1/2. 46Sl/'9-Sf 9361/38-Sf 1,4041/ 59-Sf 1,8721/ 78-Sf 5/16.x 2-1/2' 780l/32-Sf 1,5601/54-SF 2.3401/ 97-SF 3. 120 11130- SF 3/8.x ,. 3561/15-Sf 7121/30-Sf 1,0681/ 44-Sf 1,4241/ 59-SF 3/8'x 1-1/2. 5341/22-Sf 1,0681/44-SF 1,5021/ 56-SF 2.1361/ 89-Sf 3/8.x 2-1/2' 8901/37-SF 1,7801/74-Sf 2,6701/111 -SF 3.56011148-SF COMPOSITE PANEL WALL TO WOOD DECK ALUMINUM POST SEE TABLE 3/"'. PLY'NOOO OECK " ANCHORS INTO CONCRETE FOR OPEN BUILDINGS ALLOWABLE LOAD/l"ox LOAD AREA(Sf) 0 120 MPH WIND LOAD I ANCHORS 1 2 3 '" Dio. ANCHORx E!.IBEDMENT - BOLT SEE TABLE -- U-ClIP LAG SCREW SEE TABLE 1/""x 1-1/2' 3/a.x 1-1/2' 1/2.. 2-1/"" 7571/31-Sf 1,5141/63-Sf 2,2711/95-SF 3.0281/'26-SF 1,0571/"'4-Sf 2.1141/88-Sf 3.1711/132-Sf 4,2281/17a-SF 1,4431/60-Sf 2.886#/120-SF 4,32911180-Sf 5.7721/240-Sf NOTES: 1) AlL WALL FRAMING la' O.C. (EXCEPTlON: 2"" O.e. FOR WOOD STORAGE ROOM) 2) PIER POST CA'4 BE Ba.-TED TO SlAB OR CONTINUOUS FOOTER OR HAY( ISOlATED CONCRETE FOOTER EAOi PIER. SEE DETAJL 3) CENTER STRJNGER REOUIRED ONLY IF DEPTH OF DEO< EXCEEDS 10'-0' "') HURRICANE ANOiOR EAOi .JOiST TO CENTER STRINGER rtPlCAL WOOD DECK POST TO WOOD DECK 3/4" PL YWOOO DECl( "0 x I" WOOO SCREWS W/ WASHERS (3) PER PANEL \ / ALUIo4INUI.t COVER (SEE CONNECTlON TO HOST STRlJCTURE) -- HURRICANE ANCHORS AND ALTERNATE STVOS TOP AND BOTTOM (2) INTERNAL L's OR RECEIVING CHANNEL - 2-1/4. , BOlT BOl TS EACH ANGLE 2'x4' STUDS 2'x4. TOP PlATE Po To PINE: APPROY(D SIDING AS REQUIRED 1/4.x3' BOlTS OR T-BOlTS INTO CONe. SLAB 0 24' OoC. W/ 1/B'.1-1/2' WASHERS -ir-- 3-1/2. t- 6'.a. - 10xl0 WNf' WAlL SECTION 1/4' THRU BOlT (I) 1/4.x2' LAG BOLT (2) PER POST ALUIoAINUIoA CASTING POST 3'x 3'x ___' SEE TABLE FOR POST WALL THICKNESS 1/"'. t.lASONRY ANCHOR (2) PER POST INTO CONCRETE SCREE~ RpqM (2) 0 POST AND 2 -0 O,C. AlU~INUIA CONvtNTIONAl CONSTRUCTION PORCH POST CONNECTION LAG SCREWS SEE TABLE THRO(JGH BOlTS POST TO BEA'" FOR OPEN BUILDINGS AlLOWABLE LOAD/l"ox LOAD AREA(SF) 0 120 MPH WIND LOAD I THROUGH BOLTS I 2 3 Dio. ANOiORx(LENGTH .: POST THICKNESS + 1/2.) 1/""x 1+1/2' 2.35el/98-Sf 4,7121/196-SF 7,0681/294-Sf 3/a'x t+l/2' 5,300l/221-Sf 10,600l/4"'2-SF' 1/2'x 1+1/2' 9,4261/39J-Sf LAG SCREWS SEE TABLE TABLE 1: "'AX. ROOF AREA FOR ALUMINUM POST FOR A HOUSE PORCH FOR ALLOWABLE ROOF AREA USE . AREA' = S X (W/2 + O.Ho) EXAMPLE: .S'= 7" , W = 12', &: O,H, += 2' THUS: .AREA' .: 56 Sf POST TYPE MAX. AllOW, ROOF AREA FOR VARIOUS TYPE POST IN Sf POST HEIGHT POST MAX I WAU<-ON UP TO 55 I/5.Fo AND 120 IoAPH WIND LOAD 3'x_3'.0.060. .-ROLL FORt.lED..______ 7"- 9. 8.760 167 3'._3'.0.060" _SCALLOPEO.___ 10'-10" 10,000 190 ,. x 2. CHANNEL (4) 110 x 1-1/2' SMS EACH ANGLE SCREEN ROOM WAlL TO WOOD DECK ISOLA TED FOOTER 3- 1 /2' ALTERNATE POST: 4' ~ "," PoT,?, TO WOOD DECK OR BEAM FOR ALUMINUM ROOF VIRGIN SOIL REPL),CED SOIL J/B' x 3-1/2' THRU BOLT 1/4. . 2-1/4' EXPANSION BOLT (2) EACH PER BASE 16. x 16' . 4' CONCRETE PAD 80 Ibs. 2500 PSI CONCRETE 3"x_3'x_O, 90. _TUBE" ,,'-10' '''',850 277 3.x_3'.0.125._TUBE. 11'- B' 19,HO 6-4J ALUI.tINUI.I BEAM FRAMING INTO CORNER OF WOOO FRAMED UTlUTY SHED DETAIL . _____ P,To 2"x4. 1/4' MASONRY ANCHOR (2) PER POST TO CONCRETE SCREEN ROOM (2) 0 POST AND 2'-0. O,C. ALUMINUM SCREEN ROOM WALL UNDER WOOD FRAME PORCH "'.x_4'x 00125. _TUSE. '5'- 9' 26,\90 . ALLOY 5063 T-a .. ALLOY 3105 Hla 499 ~ 3' x 3" ALUM. POST OR ~ (2) 15 BARS EAOi WAY "," x ",' P,ToPo POST IN GALV. POST ANOiOR AND MAX1MUI.l UPUF"T I --+ (4) 1/4.. 2-1/4. TAPCON la'xla' 5481 . 12.. ---- 24.x2"'. 9781 --+ 3-1/2 SlAa 30'.30' 1,J881 ~ 16' MINo ~ FASTENERS (SEE ANCHOR SCHEDULE) POST TO CONCRETE PAD DETAIL POST TO SlAB DETAIL NOTE: NO FooTlNG REQUIRED EXCEPT WHEN ADDRESSiNG EROSION 2'-0. MIN. BHORE SlOPE NOTE: FIBER MESH CONCRETE DOES NOT REOOIRE WIRE MESH F1.A T SLOPE / NO FOOTlNC o - Joe NAME: ADDRESS: <ii ~ "" ~ ~~ ~~ ~ 0" "' ilIz ~'" 0 ..J o~ z 010 ... i ""d '" ij 8~;;: ~ ~.. ..0, 8 ~ U ~i2 '" 0- -""e u ~ Jii$ ~3~ " !", z ~'? "'!!! <3 ~z "~8 '" .<0 5 U ! :ll 01 z'" ,~g ~~ ~""~ ~ ia ~~ ! "'~ '" " ..t: ~"~ '" :S~ ~~ ~~~ z "'v "s '" '"i1 ~'" :ngf ~ ~~ n cD .: ..; ..; <<J o o .n .n J.o ~8 - ~8-~~ ~ .. T"" I .qo ..... ,.., r!. g~::;; ;~~~r!.'76 ... 0'- <<J00 "'~.9-;-f'g~ ~a:)u..g':;l_ ~~~--g~-a J:CO""-"'oc: .g ~ ..:2 ,9 vi~:~~.2c :>o..jo.u.u.z ~ ::~ (I) 2.... :Jz zUJ -Z (1)20 UJ:JQ. lX.J:;:E :J < 0 .... 000 :JZ, 0:< .... " (l)Oz 0- 02 ~C2 u. ~~ fL I ~ ~~ ~ ~ r I!:I ~ ~~~ ~"'" i ~i~! )C~~~ ,g...f~ S o~::l;c u ":Q.~~ ~ DRAWING FOR ONE PERMIT ONLY OF TASLE I: MAXII.4L;1.4 SPANS FOR ROYAL ALUI.4INU~ SUPER PAN PANELS Of' J105 H-28 ALLO'l' WIND LOADS PATENT # 4,918,898 CARPORTS, SCREEN .!c VlN'l't. ROOI.4S, .!c OTHER OPEN BUILDINGS O.H, CONDITION NO 0, H, " 0, H, 20 0, H, 2-1/2"~ 0.0'9' 100 MPH Wo L H'- 9" . 1.'- 8" 15'- 2" 110 MPH W. L. 12'- 9" 12'-10' lJ'- I" 120 I.4PH W, L. 1"- 5' ,,'- 7" 12'- 0" 2-1/2"~ 0.022" \00 '-lPH W, L 15'- 7" 15'- 9" 16'- J" "0 MPH W, L 1.3'-10" 1.3'-11' 14'- 2' 120 I.IPH 'N, L. '2'- 6' 12'- 8" '3'- I' 2-1/2"~ 0.028" 100 l.IPH W. L. 16'-1" 17'- l' 17'- 5" ,,0 I.IPH W, L 15'- 2' 15'- 3' 15'- 7" '20 I.IPH 'N, L. 13'-10' 1.'- 0" 14'- 5" 2-1/2"~ O,OJO" 100 MPH W, L. '7'- 9' ,7'-10' 18'- 2" ,,0 MPH Wo L '5'-"" 16'- 0" 16'- .' 120 ,-<PH 'No L. 14'- 6' 14'- 7" 15'- 0" 2-1/2'~ 0.OJ6" 100 ,-<PH W, L 19'- I' 19'- 2" 19'- 6' 110 ,"'PH 'No L 17'-" '7'- 2' '7'- 6" '20 ,-<PH 'No L '5'- r '5'- 8" 16'- ,. ALL BUILDING TY?ES - uvt LOAD O,H, CONDlTlON 2- I /2"~ 0.0'9" 2-'/2"~ 0.022' 2-' /2'~ 0,028" 2-' /2'~ O.OJO' 2-1/2"" 000.36" 20 #/SF L. L .30 I/SF L L 20 #/SF L L JO I/SF L L 20 I/SF L L .30 I/SF L L 20 I/SF L L .30 I/SF L L 20 I/SF L L .30 I/SF L L J' 00 Ho 15'- 7" H'- ,. '2'- 8' 16'- 8' 15'- 0" 1.3' - 9' 18'- O' 16'- .' '5'- ," 18'- 9' 17' - o' 15'- 8' 20' - O' 18'- 0" '6'- 8" NO 0, H. I' 00 Ho 2' 00 H, ,3' 0, Ho 14'- 5" 1.'- 7" 14'-'" 15'- 6' 11'- 4" 11'- 6" ,,'-,," 12'- r '5'- 6" '5'- 8" 16'- O' 16'- 7" '2'- 5" 12'- 7" 1.3'- O' 'J'- 8" 16'-10' '7'- O' '7'- 4" ,7'-,,' ,J'- 9' ,J'-,," 14'- ." '5'- o' ,7'- 8" '7'- 9' 18'- ,. 18'- 8- 14'- S" 14'- 6' '4'-'" '6'- 7- ,g'- 0" 19'- ," 19'- 5" 19'-"" 'S'- 6" lS'- r 16'- 0" 16'- r ,. TOTAL ROOf' PANEL WIDTH '" ROOM WIDTH PLUS WALL 'MOTH PLUS OvtRHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE UVE LOAD TABLE GOVERNS. TASlE 1: '-<AXlI.lUI.l SPANS FOR ROYAL ALU'-<INUM "W" PANELS Of' J'05 H-2a ALLOY WINO LOADS CARPORTS. SCREEN .!c VlN'l'l ROOMS. !t OT1-lER OPEN BUILDINGS O,H. CONOITlON NO O. H. " O. H. 2' O. H. OoDJO" 'N PANELS '00 MPH 'N. L 15'- 8" 15'-10" 16'- 2" 110 MPH 'N, L '4'-'" '4'- 2' 14'- r '20 "'PH 'N. L '2'-10" 1J'- O' 13'- 5" 0.OJ4" 'N PANELS '00 ,-<PH W. L '7'- 5' '7'- 6" '7'-'0" "0 "'PH W. L '5'- r '5'- 8' '7'-'0' '20 MPH Wo L '4'- 2- 14'- 4" 14'- 9" ALL BUILDING TY?ES - UVE LOAD O.H. CONOlTlON NO 00 H. l' 0, H. 2' 00 Ho J' O. H. 000.30' VI PANELS 20 I/SF L L 15'- 7" 15'- 9" '6'- ," 16'- 9" .30 I/SF L L 12'- 9" 12'-"" 'J'- ." 14'- ," 000J4' VI PANELS 20 I/SF L L 17'- 4' '7'- 5' '7'- 9' 18'- ." .30 I/SF L L 14'-'" 14'- J" 14'- 7" 15'- 4' '0 TOTAL ROOF PANEL WIDTH '" ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SI.lALLEST VALUE Of' THE: WIND lOAD TASLE OR THE: LL TABLE GOVERNS. 3' O. H. 16'-10" '5'- J" 14'- 2- la'- 5' '6'- ," 15'- 5" TABLE ,: MAXlMUM SPANS FOR STANDARD ALUMINUM ROOf' PANELS Of' 3105 H-28 ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS. AND OTHER OPEN BUILDINGS D,H. CONDITlON NO 00 H. " O. H. 2' O. H, J"" 0,026' 100 t.4PH 'N. L '5'-"" 16'- ," 16'- 5' "0 MPH Vlo L 14'- J- 1.'- 5" 14'-10' '20 t.lPH W, L '3'- 0- lJ'- 2" 13'- r 100 I.lPH 'N. L '8'-10" ,8'-,," 19'- J" "0 MPH W. L '6'-10" 16'-"" '7'- 4" '20 I.IPH Wo L 15'- 4" IS'- 6" 15'-'" UVE LOAD; ALL BUILDING TYPES O,Ho CONDITlON J-~ 0.026" J"" 0.032" J' O. H. '7'- 0" '5'- 6" '4'- 4' 19'- g" ,7'-,," '6'- 6" NO 00 H. " O. H. 2' O. Ho J' O. H. 20 I/SF L. L 16'-" 16'- 2' 16'- 7- ,7'- 2" .30 I/SF L L 'J'-'" 13'- J' 'J'- 8' 14'- 5" 20 I/SF L L 'a'- 4" 18'- 5" 18'- g' 19'- J- JO I/SF L L 14'-1'. 15'- I" '5'- 6" 16'- ," 1. TOTAL ROOF PANEL WIDTH '" ROCY WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2, THE: SI.lALLEST VAlUE Of' THE: WIND LOAD TABLE OR THE LL TABLE GOVERNS. J"~ 0.032" TABLE 1: MAXiMUY SPANS FOR INDUSTR'l' STANDARD ALL;M,NIJ'" COMPOSITE ROOF PANELS W/Jl05-HI4/H-25 ALUMINUM ALLO'l' Sl-iEAT1-lING &: 1.0' EPS CORE WIND LOADS CARPORTS. SCREEN &: VlN'l'l ROOMS. AND OTHER OPEN BUILOINGS. O.H. CONDIT10N NO 0, H. ,. 0, H. 2' 0, H, 3"~ 0.019' 100 MPH W, L. 1.'- 2" 1.'- 4' '4'- a' ',0 MPH 'N, L. '2'- 7" 12'- g" 13'- l' '20 MPH W. L 11'- 4" ,,,- S' 1"-10' 3"~ 0,024" '00 MPH 'N. l. 15'- 4" 'S'- 6- 15'-10" "0 MPH W, L 13'- 9' 13'-"" 14'- .' '20 MPH W. L. '2'- 6" 12'- a' lJ'- 2' J'~ O,OJO' 100 f.4PH 'N. L. 16'- a' 16'- 9" 17'- 2" "0 '-<PH W, L 1.'-,," 15'- O' 15'- 5' 120 MPH w. L 13'- 7" lJ'- 9" 14'- 2" .'~ 0,019" 100 f.4PH 'No L. 'J'- 2" 'J'- .' 13'- 8" "0 MPH W, L ,,'- 5' ,,'- 7" 11'-"" '20 MPH W. L 10'- 4' 10'- 6" ,,'- 0" .'~ 0,02.' 100 '-<PH W. L. 15'- a' 1S'-10' 16'- 2" 110 MPH W. L 14'- 0" 14'- 2' 14'- 7" '20 MPH Wo L '2'-10' 13'- 0" 1J'- 5" 4'" 0,0.30' 100 '-<PH 'N, L. 18'- 8" 18'-10' 19'- I' "0 MPH 'No L 16'- 9" 16'-10" '7'- 2" '20 MPH Wo L. 15'- J" '5'- ." 15'- 9' uvt LOAD (INClUOES 2 #/SF DEAO LOAD) ALL BUILDING TY?ES J"" 0.019' 221/SF J 2#/SF J"" 0.024" 221/SF 321/SF J'~ D.OJO" 221/SF J21/SF 4'" 0,019" 221/SF J21/SF .'~ 0.024" 221/SF 321/SF ."~ 0,0.30" 221/SF J21/SF ,,'-,," g'- g" 13'- ," 10'-10' 14'- 2" ,,'- 9- 12'- ." 10'- 2" 'J'- 5' ,,'- ," '5'-"" lJ'- 2" 12'- ,. 9'-11' IJ'- 2" ,,'- 0" 14'- ." 11'-11" 12'- 6" 10'- .' '3'- 6" 11' - J" 16'- 0" lJ'- 4" 12'- 5' 10'- J" lJ'- a" ,,'- 6" 14'- 9" 12'- 5" 12'-10' 10'- a" '4'- o' ,,'- g" 16'- 5" . lJ'- g' J' 0, H, 15'- .' 13'- g' 12'- 6' 16'- 6" 15'- o' 13'-1 ," 17' - 9" 16'- I' 14'-10' 1.'- .' '2'- 7" 11'- a" 16'-10" 15'- J" '4'- 2" ,g'- 7" 17'- 9" 16'- 4' 'J'- I" 10'-"" 14'- 5' , 2' - 5' '5'- 5" lJ'- 2" lJ'- 6' '1'- ." 14'- a" 12'- r '7'- o. 14' - 6" T, TOTAL ROOf' PANEL WIDTH '" ROCY WIDTH + WALL 'MOTH + OVERHANG. 2. T1-lE LESSER SPAN OF WIND LOAD OR UVE LOAD SHALL GOVERNo TABLE 2: MAX. ROOf' BEAM SPANS FOR SCREEN .!c GlASS ROOMS, UT1liT'( ROOMS. SHEDS ANO OTHER ENCLOSED STRUCTURES w/ SOlJO ROOFS ALUMINUM BEAI.lS Of' 606J T-6 ALLOY EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH '" ".((' /2 + O.Ho 2"~ 4'~ 00050' T1L T BEAM: LOAD WIDTH '" 14'/2 + 2'O.H. '" 9' LOAD WITH =- g'; LL' 0 221/SF; SPAN =- 4'- 6" LOAD WITH =- 9'; 100 MPH W. L; SPAN=- J'- 9" USE:,3'- g" BEAM SIZE BEAY SPAN FOR DESIGNATED LOADS BEAM UVE lOAD WIND LOAD LOAD WIDTH 221/SF J21/SF 2"~ 2"~Oo044' EXTRUSION 5' 5'-10" S' 5'- 4" 7' 4'-"" 8' 4'- 7" 9' 4'- 4- la' 4'- ," 11' J' -,," 2"~ 2." 0.050" EXTRUSION 5' 6'-" 5'- o' 5'-" 4'- 7" 4'- J' 6' 5'- r 4'- 6' .'- 7. 4',. 2" J'-II" 7' 5'- 2' 4'- 2" .'- J" J'-,," 3'- 7" 8' 4'-10" J'-11' 4'- 0" J'- 7' J'- 4" 9' EXAMPLE 4'- 6' J'- a" J'- 9" J'- 5' J'- 2" 10' 4'-." J'- 6' J'- 7" J'- J' J'- O' 1" 4'-" J'-." J'- 5' J'-" 2'-10" 2"~ 2"~ 0,093 EXT OR 2'" J"~0.050' T1LT BEAM OR 2"" J"~0,050" EXTRUSION 5' a'- 0- 6'- 6" 6'- 8' 6'- o' 5'- 7" 6' 7'-." 5'-11" 6'- I" 5'- 6" 5'- I' 7' 6'- g' 5'- S" 5'- 7' 5'-'" 4'- 8" a' 6'- 4' 5'- 2" 5'- J" 4'- 9" 4'- 5" g' 5'-'" 4'-10" 4'-'" 4'- 6" 4'-'" 10' s'- a- 4'- 7- 4'- 8' 4'- J" J'-"" ,,' 5'- 5" 4'-." 4'- 5' 4'- 0" J'-10" J'~ 2-" 0.050" EXTRUSION 5' 7'- 5' 6' 6'- g" 7' 6'- J" 8' S'-IO" 9' s'- 6' 10' 5'- J" ,,' 5'- o' J"~ 2"~0.070" EXTRUSION 5' 8'- 4' 6' 7'- 8" 7' 7'- ," a' 6'- 7" 9' 6'- J" 10' 5'-Il" ,,' 5'- 8' 4'- 9' 4'- 4' 4'- 0" J'- 9" J'- 6" J'- 4" J'- 2" S'- ," 5'- 6" 5'- ,. 4'- 9" 4'- 6" 4'- J" 4'- l' 6'-10" 6'- J" 5'- 9" 5'- 5' 5'- ," 4'-10' 4'- 7" 4'-10" .'- 5" 4'- ," J'-10' J'- 7' J'- 5" J'- J" 6'- 2" 5'- 7" 5'- 2' 4'-10" 4'- 7" 4'- 4- 4'- 2' 6'-'" 6'- ." 5'-10" . 5'- 6' 5'- 2' 4'-11' .'- 8' 100 l.IPH 4'- 5" 4'- 0" J'- 9" J'- 6" J'- J" J'- ," 2'-,," 5'- 7" 5'- '" .'- g" 4'- 5" 4'- 2" J'-"" J'- 9" 5'- .' 5'- 9" 5'- .' 5'- 0" 4'- 8" 4'- 5" 4'- J" ,,0 MPH 4'- ,. J'- 9" J'- 5" 3'- 2" J'- O' 2'-10" 2'- 9" 5'- 2' 4'- 9" 4'- 4' .'- ," J'-IO" J'- 8" J'- 6" 5'-10' 5'- 4" 4'-"" 4'- 7" 4'- 4' 4'- I" J'-I" '20 MPH TABLE 2: I.4AXo ROOf' BEAM SPANS FOR SCREEN &: GLASS ROOMS, UT1liTY ROOMS, SHEDS AND OTHER ENClOSED STRUCTURES 'N/ SOliD ROOFS ALUMINUY BEAMS Of' 606J T - 6 ALLOY EXAMPLE: F,?R ~PAN 'L" ON DRAWING USE LOAD WIDTH '" 'W" /2 + O.H, 2 ~ . ~ 0.050' T1LT BEAM: LOAD WIDTH '" '.'/2 + 2'Ox ~ 9' LOAD WITH =- 9'; LL. 0 22#/SF'; SPAN", .'- 6' LOAD WITH " 9'; 100 MPH 'N, L.; SPAN" J'- 9' USE J'- 9" BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM uVE LOAD WIND LOAD LOAD WlOTH 221/SF J21/Sf' 2"" .'" 00050'" nLT BEA.... s' 9'- 9" 6' 8'-'" 7' 8'- J" a' 7' - 9" 9' 7'- J' 10' 6'-"" ,,' 6'- 7- 2"" .'~ O,044"~ 0,120" SoM,Bo 5' 12'-10' 6' ,,'- a" 7' 10'-10" 8' 10'- I' 9' 9'- 6" 10' 9'- ,. ,,' a'- a" 1. THE SMALLER S?AN FROM Iii ~ d "'0 00 ~~ i!lz ~'" .J i5~ IDO .., "'d 89~ '" ~... ~ ..0, '" I'" ~I~ :3 015 ':"'I? u ~~ <.) ~~~ z "'I!! is ~z 0~8 ... 3 U S~31 ID ~5 ... ~:;~ . ~ "'il! oog '" . ~~ ~~i1I z ~:>s . ::59 :;;~f :s n ID ~ '" 100 MPH 110 '-lPH '20 f.4PH a'- 0- 7'- J" 6'- 9" 6'- J' 5' -ll' S'- 7" 5'- 4" 7'- ." 6'- 9" 6'- 3" 5'-10" 5'- 5' 5'- 2" 4'-1 I' a'- I' 7' - 5' 6'-10' 6'- 5" 6'- 0" 5'- 9" 5'- 5" 6'-10" 6'- 3" 5'- 9" 5'- 5' 5'- I" 4'-10' .'- 7- 10'- 5" 10'- 8" 9'- 8" 8'-"" 9'- 6" 9'- a" a'-10" 8'- 2" a'-10' 9'- 0" a'- 2" 7'- 7" 8'- J" 8'- 5" 7'- 8' 7'-'- 7'- 9" 7'-,,' 7'- 2" 6'- a' 7'- 5' 7'- 6' 6'-10" 6'- 4' 7'- o' 7'- 2" 6'- 6' 6'- 0" THE L.L OR T1-lE WINO LOAD TABLE GOVERNS. co o o .., I C ~ g ~ "';; ~ ~;; I" ~ ..., I 0< .... <0 ' ;~~~~I" :~n--~1 ~~G:;_a .z: -e,;. .2'~e' 0) J:a1,au"'-', o 0" g x' V1C!v.c< :Jo..~o..u.. TABLE J: '-<AXlYUM HElGHT OF UPRIGHTS FOR SCREEN AND GlASS ROOMS EXTRUSTiONS AND SElf' f.4ATiNG BEAMS Of' 606J T-6 ALUI.lINUI.I AlLOY USiNG SCREEN PANEL WIDTH 'W- (SEE TY?ICAL GlASS ROOM DRAWING), SELECT UPRIGHT REQUIRED FROM THE MAX HEIGHT AlLOWED FOR E:Aa-1 EXTRUSION WIDTH "W- .30" .2' 48" 54' 60" 6S" n' 78" EXTRUSlON 2'~ 2"ll 0.044" 9'- 2" a'- 6" 7'-,," 7'- 6' 7'- ,. 6'- 9' 2"" 2'~ 00050" 10'- 2" 9'- 5" 8'-10" 8'- 2. r-ll" r- 6" 7'- 2" 6'-1'" 2"" 2'" 0,093" '2'-10" ,,'-,," ,,'- ,. 10'- 6" 9'-'" 9'- 6" 9'- l' 8'- 8" Y" 2"" 0.050" 10'- 8" g'-,," 9'- J" 8'- 9~ a'- J" 7'-'" 7'- 6- 7'- J' 2"~ J"~ 0.050" '2'-10" ,,'-,," ,,'- ," 10'- 6" 9'-"" 9'- 6" 9'- '" 8'- 8- 3"~ 2"" 0.070" IJ'- 8' 12'- a" "'-10" ,,'- 2" 10'- 6" 10'- ," 9'- 8" g'- J" ~ AI.UM, : Q)(1)fI.I ~..Ja: O..Jw 0<:> a:~O zz<.l wlJJc ww- a:a:- ooC Q) (1) a NOTES: GLASS ROOl.lS THE ADOIT1QN OF Al'ol ALUMINUI.I FRAME WINDOWS WI GLASS PANES THAT ARE DESIGNED TO 110 MPH WINO LOAD REQUIREMENTS TO THE ABovt UPRIGHT SIZES INCREASES THE: STRENGTH so THAT ADOtT10NAL FRAMING IS NOT REQlIIRED, Sl-iEDULE OF ALLOWABLE LOADSj).Io" ROOf' AREA FOR ANCHORS A.'<CHORS INTO WOOO FOR OPEN BUILDINGS ALLOWABLE LOADj).Io" LOAD AREA(SF) 0 '20 MPH WIND LOAD , ANCHORS' 2 J 4 Dioo ANCHOR" EMBEDMENT '/."~ ,. 2641/' I-Sf" 5281/22-SF 792I!J.3-Sf" ',05$1/ H-SF '/4"~ 1-1/2- 3961/15-SF 792I/JJ-Sf" l,I88I/49-Sf" 1,58411 66-Sf" ~! '/4"~ 2-1/2" 660l/27-SF ',J20#/55-SF ',9801!82-Sf" 2,64OI/l09-SF 5/'6'~ ," J'21/13-Sf' 5241/26-Sf' 9361/ 39-Sf' ',2.811 52-SF ...J 5/'6'~ '-1/2" 4681/'9-Sf" 9J61/J8-Sf" ',404// 59-Sf" ',an,/ 7a-Sf' l~ 5/16"~ 2-'/2" 780I/J2-SF ',5601/54-Sf' 2,J4011 97-Sf" J.120l/'JO-SF 3/8"" I" J561/'5-Sf' 7121/.30-SF ',06811 H-Sf" ',4241/ 59-SF ~ 3/a"~ '-1/2" 5J41/22-Sf" 1,068#/H-Sf" ',6021/ 66-Sf" 2,13611 89-Sf" ~ N J/8"~ 2-1/2' 8901/J7-SF 1,7801/74-SF 2,670//"I-Sf" J,5601/148-Sf' .., ~~ ANCHORS INTO CONCRETE FOR OPEN BUILDINGS ALLOWABLE LOAOj).Io" LOAD AREA(SF) 0 '20 I.IPH WINO LOAD 'ANCHORS' 2 J 4 Dioo ANCHOR~ Et.lBEOI.lENT '/."~ '-'/2' J/a"" 1-1/2" '/2"~ 2-1/4" 7571/J,-Sf" ',514#/63-SF 2,27'1! 95-SF J,02a,/'26-Sf' ',0571/44-SF 2,1l41/88-Sf" J,171 IjI32-Sf" 4,2281/' 75-Sf" ',44JI/60-SF 2,8861/'20-Sf' 4,J291/'80-Sf" 5,7721/2.0-Sf' THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS ALLOWABLE LOAOj).lo" LOAD AREA(SF') 0 , 20 MPH WINO LOAD , THROUGH BOl TS , 2 J Dio. ANCl-iORx{LENGTH '" POST 'THICKNESS + 1/2") '/4'~ 1+'/2' 2,J5$I/ 98-SF 4,7' 2//' 96-Sf' 7,0681/294-SF 3/8'" 1+'/2" 5,JOOI/221-Sf' IO,600#/442-Sf" 1/2"~ 1+1/2' 9,42SI/39J-SF ..~f-J ~ Joe NAME: ADDRESS: DRA'MNG FOR ONE PERMI T ONL'l' OF TABLE 1: MAx.f.4UY SPANS FOR ROYAL ALUYINUf.A SUPER PAN PANELS OF 3105 H-2a ALLOY WINO lOADS PATENT I 4,91a,896 GLASS ROOMS. UTILITY ROOMS. SHEDS. clc OTHER ENCLOSED BUILDINGS O,H, CONDITION NO 0, H, " 0, H, 2' 0, H. 2-,/2.x O.Olg. 100 MPH Wo L 10'-10. 1"- O. ,,'- 5. "0 MPH Wo L, g'- g. g'-tt. 10'- 4. 120 MPH W, l. a'-,," g'- 2' g'- g. 2-1/2.x 0.022. 100 MPH Wo L ,,'- 7' ,,'- g' '2'- 2' 110 MPH W. l. 10'- 5" 10'- 7' ,,'- ,. 120 YPH W, l. g'- a. 9'-1" 10'- 5. 2-1/2.x 0,026. 100 l.CPH W. L. 12'- 7' 12'- g. 13'- 2. "0 l.CPH W. L 1"- 5' '1'- 7' 12'- I. 120 MPH W. L 10'- a. 10'-10. ,,'- 5. Z-1/Z.x O.OJ<). 100 MPH W, l. ',)'- z' 13'- 4' 13'-,,' '10 MPH Wo l. 12'- O. 12'- 2. 12'- a' 120 1.CPH W, L ,,'- 3" ,,'- 5. 1"-". 2-1/2.x 0,0.30' 100 MPH W, L 14'- 2' 14'- 4. 14'- g' "0 MPH W. L '2'-'" 'J'- ,. 13'- 6. '20 1.CPH Wo l. '2'-" '2'- J' '2'- a' ALL BUILDING TYPES - LIVE LOAD O,Ho CONDITION 2-'/2.x 000'9. J' O. H, 12'- 2" 11' - 2' 10'- 5. 12' -". , ,'-". 11'- J" 1.3'-". 12'-1'. 12'- 3' '4'- o. 13' - 5" , 2'- g' 15'- 5. 14'- J" 13' - 7" NO O. H. " 00 Ho 2' O. Ho J' O. H. 20 I/SF'L l. ,.'- 5' ,,'- 7' 1"-". '5'- 6. J<) I/SF L. l. ,,'-.' ,,'- o. "'-,,. '2'- 7" 20 I/SF L L. 15'- 6' 15'- a. 16'- o. 16'- 7' 30 I/SF L L. 12'- 5' '2'- 7" lJ'- o. 13'- a" 20 I/SF L L. 10'-10. lr- O' lr- .' lr-l1' 30 I/SF' L L lJ'- g' lJ'-'" ,,'- .. 15'- 0" 2-1/2'x O.OJ<)' 20 I/SF L L lr- a" lr- g' la'- ,. 1a'- a' 30 I/SF L. L ,.'- 5' 14'- 6' ,.'-". 16'- r 2-1/2'x 0.0.30. 20 I/SF L L 19'- o' ,g'- ,. 19'- 5' 19'-'" 30 I/SF L. L. 15'- 6' '5'- 7" 16'- o' '6'- r '0 TOTAL ROOF' PANEL ~OTH ". ROOf,I ~OTH PLUS WALL WIDTH PLUS OVERHANG. 2. 11;E SMALLEST VAlUE OF' THE ~ND LOAD TABLE OR 11;E LIVE lOAD TABLE GOVERNS. 2-'/2.x 00022' 2-'/2.x 0.02a' TABLE I: MAXlIAUU SPANS FOR ROYAL ALUMINUI.A 'W" PANElS Of' .3105 H-28 ALLO'/' ~ND LOADS ClASS ROOMS. UTIUTY ROOMS. SHEOS. clc OTHER ENClOSED BUILDINGS OoH. CONDITION NO O. H. " O. H. 2' O. Ho 000J<)' W PANELS '00 1.CPH W. L 1"- a' 1"-10. '2'- .. "0 MPH W. L 10'- 7" '0'-10' ,,'- .' 120 1.CPH W. L g'-I" '0'- ,. '0'- a' 000.3'. W PANElS 100 MPH W. L. 12'-1" lJ'- o' lJ'- 6' 110 MPH W. L 1"- g' ,,'-,,' '2'- 5' '20 1.CPH W. L ,,'- 00 ,,'- 2' ,,'- a' ALL BUILDING TYPES - LIVE lOAD O,H. CONDITION O.OJO. W PANELS J' O. H. 'J'- ,. '2'- 2' ,,'- 7" 14' - J" 'J'- 2' '2'- 6. NO O. H. " O. H. 2' 00 H. .3' 0, H. 20 I/SF'LL '5'- 7" '5'- g. 16'- ,. '6'- g. J<) I/SF LL 12.- g' '2'-'" lJ'- .' 14'- ,. O.OJ.' W PANELS 20 I/SF' LL. 17'-" ,r- 5" '7'- g' la'- .' J<) I/SF' L.L ,.'- ," ,.'- J' 14'- 7" 15'- .' " TOTAL ROOf' PANEL ~OTH ". ROO'" ~OTH PLUS WALL WIDTH PLUS OVERHANG. 2. 11;E SMALLEST VAlUE OF' THE ~NO LOAD TABLE OR 11;E LL. TABLE GOVERNS. TABLE ,: t.lAXlMUM SPANS FOR STANDARD ALUMINUt.I ROOF PANELS OF J'05 H-2a ALLOY WINO LOAOS; ClASS ROOMS. UTlUTY Roo1.CS. SHEDS. AND OTHER ENClOSED BUILDINGS O,Ho CONOITION NO O. H. " O. H. 2' 00 H. J' O. Ho J"x 0.026' '00 t.lPH Wo L "'-10' '2'- o' '2'- o' 'J'- J" ',0 1.CPH W. L '0'- g' 10'-'" ,,'- 6" 12'- .' '20 MPH W. L 10'-" '0'- J' '0'-10. ,,'- g' '00 MPH Wo L ,.'- O' 14'- ,. ,.'- 6' '5'- 2' "0 1.CPH W. L 12'- go '2'-". IJ"- .. ,,'- ,. '20 t.lPH W, L ,,'-,,' '2'- ,. 12'- 7' lJ'- .' LIVE LOAD; ALL BUILOING TYPES OoH, CONDmON J'x 0,020' J"x 000.32' NO O. H. ,. O. H. 2' O. Ho J' 00 H. 20 I/SF'L L. '0'-,' 16'- 2' '6'- 7" lr- 2" 30 I/SF L L lJ'- " 13'- J' 'J'- a' '4'- S' 20 I/SF L. L 'a'-.' '8'- 5' 18'- g' ,g'- J' J<) I/SF L. L 14'-11" 15'- ,. 15'- o' 10'- ," " TOTAL ROOF PANEL ~DTH = ROO'" ~DTH PLUS WALL WIDTH PLUS OVERHANG. 2. 11;E SMALLEST VALUE OF THE 'MND LOAD TABLE OR 11;E LL TABLE GOVERNS. J'x 0.0.32. TABLE I: MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINU.. COMPOSITE ROOF PANElS W/Jl05-H14j'H-25 ALUMINUM ALLOY SHEA11;ING clc '.01 EPS CORE WIND lOADS GlASS ROOMS. UTILITY ROOt.lS. SHEDS. ANO OTHER ENCLOSED BUILDINGSo NO O.H. l' O,H, 2' O.H, J.x 0.019' 100 YPH W, L 8'- 6. 8'-10. 9'- .. "0 1.CPH W, L 7'- 7" 7'- g. a'- J. 120 MPH'iJ. L 6'-". 7'- ,. 7'- 7' J.x O,Oz.. 100 MPH, W: l, 10'- ." :0'- o' ,,'- o' "0 MPH"1, L.:}. ~'~.3o " 9'- 5. 9'-". 120 .}.CpA, W, L~.' ," a'- ]",); a'- 9' 9'- J" 10QJ.\P-t4w,t.<!;V11:112'- ~.:.r'"'~'2'- 5' 1.3'- o. \lo.MPHW: L;i ,."..",1"- J" .'.. ,,'- S' "'-1'. 120 MPH 'If, L 10'- 5. 10'- 8' '1'- J" '"x 0.019' 100 ..PH' Wo L g'-10" '0'- o' 10'- 6' "0 MPH W, L a'- g' a'-1" g'- 5' 120 MPH W. L. a'- ,. a'- J. 6'- g' .'x 0.02" '00 MPH W, L. ,,'- 6. "'-10. 12'- .' "0 MPH W. L. 10'- 7" 10'-10. ,,'- .. '20 "PH Wo L. 9'-". 10'- ,. '0'- a. '.x 0.0.30' 100 MPH W. L 1.:"-10' 1"- o' 14'- 5. "0 MPH Wo L '2'- 7" 12'- g" 1J'- J' 120 MPH Wo L. "'-10' 12'- O' '2'- 5' LIVE LOAD (INClUDES 2 I/SF DEAD lOAO ALL BUILDiNG TYPES J"x o.o,g" 221/SF' ,,'- ,. 12'- ,. 12'- 5" J21/SF' g'- g' g'-,," '0'- J" J'x 0.02'" 221/SF '.3'- I' 'J'- 2' IJ'- a' J21/SF 10'-10' ,,'- o' ,,'- o. J'x O.OJO" 221/SF ,,'- 2" ,.'- .' 14'- g' J21/SF ,,'- g" "'-,,. '2'- S" .'x O,O,g" 221/SF' 12'- .' 12'- 6' '2'-10" .321/SF 10'- 2" 10'- .. '0'- a. .'x 0,024" 22I/SF lJ'- 50 'J'- 6' ,.'- D' J21/SF ,,.- ,. ,,.- J. ,,'- g' .'x O,OJ<)o 221/SF '5'-'" 16'- o' 16'- 5' J21/SF 1J'- 20 13'- .' 'J'- 9' ,. TOTAL ROOF PANEL ~OTH ". ROO'" 'MOTH + WALL ~OTH + OVERHANG. 2. 11;E LESSER SPAN Of' ~ND lOAD OR LIVE LOAD SHALL GOVERN 0 "'~;:-W' J"x 000~ J' O.H. 10'- 2' g'- I' a'- 5. ,,0-10' 10'- g' 10'- ,. 1J'- g' 12'- 9. 12' - ,. 1"- ." 10'- J' g'- 7' 'J'- ,. '2'- 2. ,,'- 7' 15'- I' ,.'- 0" 'J'- J' 13'- ,. 10'-1" ,.'- 5" '2'- 5' 15'- 5' 'J'- 20 'J'- 6" 11'- .' ,,'- a' '2'- 7" 17' - o' 1.'- o' TABLE 2: MAX. ROOF' BEAM SPANS FOR SCREEN & ClASS Roo"S. UTIUTY ROOMS. Sl-iEDS AND OTHER ENClOSED STRUCT1,JRES W/ SOliD ROOFS ALUMINUU BEAMS Of' 606J T-6 ALLOY EXA1.CPLE: FOR SPAN 'L' ON DRA'MNG USE LOAD WlOTH '" .w" /2 + O.H. 2'x .'x 00050' TILT BEAM: LOAD ~011; ". "'/2 + 2'OoH. ". g' LOAD ~TH ". g'; LL 0 221/SF'; SPAN'" .'- 6' LOAD 'MTH = g'; 100 MPH W, L; SPAN = J'- 9' USE J'- g' BEAM SIZE SEAM SPAN FOR DESlGNATtO lOAOS BEAM LIVE lOAD'MND LOAD LOAD WIDTH 221/SF J21/S' 2'x 2'xO.D'" EXTRUSION 5' 5'-10' 0' 5'- .' 7' .'-,,' a' .'- ]" 9' .'- .' 10' .'- l' ,,' J'-'" 2'x 2'x 0.050' EXTRUSION 5' 6'-" 5'- o' 5'- I' .'- 7' .'- J' S' 5'- 7" 4'- o' .'-]' .'- 2' J'-11' r 5'- 2' .'- 2" .'- J" .3'-". J'- 7" a' "-10' J'-'" .'- o' J'- 7" J'- 4" g' EXAMPLE .'- 6' J'- a' J'- g. J'- 5. J'- 2' '0' .'-.' J'- 6' .3'- 7" .3'- J' J'- O' ,,' .'-,' J'-,' .3'- 5' J'-'" 2'-10' 2.x 2.x Do09J EXT OR 2'x J'xOo050" TILT BEAM OR 2'x J'xO,050' EXTRUSION 5' a'- o. 6'- 6' 6'- 8. 6'- o' 5'- 7" 6' 7'-'" 5'-'" 6'-" 5'- 6' 5'-'" 7' 0'- g' 5'- 0" 5'- 70 5'-" .'- a' a' 6'-'" 5'- 2" 5'- J' .'- g' .'- 5' g' 5'-". "-10' "-1'. .'- o' .'-,. '0' 5'- a' .'- 7' .'- a. .'- J' J'-',' ,,' 5'- 5' .'-.' .'- S' .'- o' J'-10' J"x 2'x 0.050' EXTRUSION 5' 7'- 5" 6' 0'- g' r 6'- J' a' 5'-10' g' 5'- 6' '0' 5'- J' ,,' 5'- 0" J'x 2'xO,070' EXTRUSION 5' a'- .. 0' 7'- a' 7' 7'- ,. a' 6'- 7" g' 6'- J. 10' 5'-'" ,,' 5'- a. .'_ gO .'- .' .'- o' J'- g' J'- 6' J'- 4' .3'- 2' 0'- I" 5'- 6' 5'- ,. .'- g" .'- 6' .'- J' .'- ,. 0'-10' 0'- J. S'- g' 5'- 5' 5'- ,. "-10. .'- 7. "-10' .'- 5' .'- ,. J'-'O. .3'- 7' J'- 5. J'- J' 6'- 2' 5'- 7' 5'- 2' "-10' .'- 7" 4'- .. .'- 2' 6'-1 l' 6'- .. 5'-10. 5'- 6. 5'- 2. .' -". .'- 8. 100 t.lPH .'- 5' 4'- O' J'- g' .3'- o. J'- J' J'- ," 2'-'" 5'- 7' 5'- ,. .'- g' .'- 5' .'- 2" .3'-,,' J'- g' 6'- .' 5'- g' 5'- ." 5'- O' .'- a' .'- 5' .'- J" "0 MPH .'- ,. J'- g. J'- 5' J'- 2. J'- 0" 2'-10' 2'- g' 5'- 2' .'- g' .'- ." 4'- ,- .3'-10' .3'- 8' J'- 0" 5'-10' 5'- ." .'-,,' .'- 7' .'- 4. 4'- ,. J' -,,' '20 1.CPH TABLE 2: MAXo ROOF BEAM SPANS FOR SCREEN clc GlASS ROOMS. UTILITY Roo1.CS, SHEDS AND OTHER ENClOSC:O STRUCT1JRES w/ SOliO ROOFS ALl.;MINL;U BEA"S OF' 006.3 T -0 AllOY EXAMPLE: FOR SPAN "L' ON ORA'MNG USE LOAD WIDTH '" 'w" /2 + O,H. 2.x .'x 0.050" TILT BEA"': LOAD WIDTH '" "'/2 + 2'O.H, '" g' LOAD 'MTH = g'; L.L. 0 221/Sf'; SPAN", .'- 6' LOAO WI~ '" g'; 100 MPH W. L; SPAN'" J'- g. USE J'- g' BEAI.l SIZE BEAt.I SPAN FOR DESIGNATED LOAOS BE A" LIVE LOAD WIND lOAD LOAD WIDTH 221/SF 321/S' 2.x .'x O,050.x TiLT BEAI.l 5' g'- g' 5' 8'-1 I' r a'- .3' a' r - g. g' r- J. '0' 6'-"" ,,' 6'- 7" 2.x '.x O.044.x 0.120' S,...B, s' 12'-10' 10'- s' 10'- 8' g'- a. a'-". 6' ,,'- 6' g'- 6. g'- 6' 6'-10. 6'- 2' 7' '0'-10' a'-10' g'- o' a'- 2' r- 7' a' '0'- I" a'- J' a'- 5. r- a' 7'-,' g' 9'- o' r- g' 7'-11' r- 2' 0'- a' '0' g'-,' 7'- 5' 7'- o' 0'-10. 6'-'" ,,' a'- a' 7'- O' r- 2" 0'- o. 0'- O' '0 11;E St.lALLER SPAN FROM THE LL OR THE WIND LOAD TABLE GOVERNS. 100 l.CPH \1 0 MPH 120 l.CPH a'- O' 7'- J' 0'- 9" 0'- J' 5'-1" 5'- 7" 5'- .. a'- ,. 7' - 5" 6'-10. 6'- 5. 6'- o. 5'- g' 5'- 5' 7'- .' 6'- 9' 6'- J" 5'-10. 5'- 6' 5'- 2' .' - " . 6'-10. 6'- J" 5'- 9' 5'- 5. 5'- ,. "-'0. .'- 7" TABLE J: MAXI..Uf.l HEIGHT Of' UPRIGHTS FOR SC~EEN AND ClASS ROOt.lS EXTRUSTIONS AND SELF' MATING BEAMS Of' 606J T -6 ALU1.CINUM ALLOY USING SCREE.~ PANEL 'MOTH .,#1' (SEE TYPICAL ClASS ROOM DRA'MNG), SELECT UPRIGHT REQUIRED FROU 11;E MAX HEIGHT ALLOWED FOR EACH EXTRUSION 'MOTH .W" 38' '2' 4a" 5" 60' 6S" n' 7a" EXTRUSION 2.x 2'x 0.044" 9'- 2' 8'- S' r-'I' 7'- 6. r- ,. 6'- g' 2'x 2.x 00050. '0'- 2" g'- 5' a'-10' a'- 2' r-,," r- 6" r- 2' 6' -,,' 2"x 2'x O.09J' '2'-'0' ,,'-,,' ,,'- ," '0'- 6' g'-,,' g'- 6' g'- ,. a'- a' J'x 2'x 0.050' '0'- a' g' -,," g'- J' a'- g' a'- J' r-,,' r- 6' r- J' 2'x J'x 0.050' 12'-10' ,,'-,,' 1"- " 10'- 0" 9'-11' 9'- O' g'- l' a'- a' J'x 2'x 0.070. 'J'- a' 12'- a" "'-10' ,,'- 2' '0'- o. '0'- " 9'- a' g'- J' - NOTES: ClASS ROC!.lS 11;E AOOITlON Of' AN ALUMINU'" FRAME 'MNOOWS WI ClASS PANES THAT ARE DESlC."EO TO "0 1.CPH WIND LOAD REQlJIREMENTS TO THE ABOVE UPRIGHT SIZES INC',EASES THE STRENGTH so THAT ADOITlONAL FRAt.lING IS NOT REQUIRED, SCHEDULE Of' ALLOWABLE lOAOSjl.fox ROOF' AREA FOR ANCHORS ANCHORS INTO WOOO FOR ENClO5tD BUILDINGS ALLOWABLE LOADjl.lox lOAO AREA(SF) 0 '20 MPH WINO UPLIFT LOAD , ANCHORS 1 2 J . Dio. ANQ-fORx E"8ECl.lE.~T 1/"x ,. 26~I/ 6-SF' ,/.'x '-'/2" Jg61/10-SF ,/,'x 2-'/2. 660l/'6-SF' 5/'6"x ,. J'21/ a-SF 5/'6.x '-'/2' 4681/1'-SF' 5/16'x 2-'/2' 780I/,g-SF' .3/a.x ,. J561/ 9-Sf J/a'x '-'/2' 5.3<41/1.3-Sf' J/a'x 2-'/2' 890l/22-SF' 5261/12-S, 7921/20-SF' ',.320l/32-Sf 62,,/'5-Sf gJ61/2J-Sf l,560l/38-Sf 7'21/17-Sf' ',06a,/20-Sf '.780I/.J-Sf' 7921118-SF ','881/.30-Sf ',980l/48-Sf 9J61/2J-SF' ',4C<41/J<4-SF 2..34OI/57-Sf' ',0681/20-Sf 1,6021/J9-Sf 2.670l/65-SF 1,0561/24-SF' ',58<41/40-SF 2,6401/6'-Sf ',2'8I/J' -SF ',a72I/40-SF' J,'201/76-SF l,'241/35-SF 2.1.361/52-SF 3.560l/a7-SF ANCHORS iNTO CONCRETE: FOR ENClOSED BUILDINGS ALLOWABLE LOADjl.fox LOAD AREA(SF) 0 120 MPH WIND LOAD I ANCHORS' 2 .3 . Dio. ANCHORx EM8EOt.lENT '/'.x '-'/2' 7571/'8-Sf .3/a'x 1-1/2" 1,0571/26-SF '/2'x 2-1/'. ',44JI/J5-SF , ,5141/.37-Sf 2,27' 1/ 55-S, J.02al/ 74-SF 2.1HI/52-Sf 3.1711/ 77-SF ',2281/103-SF 2.8861/70-Sf 4,.3291/106-Sf 5.7721/'4'-SF JOB NAME: AOORESS: DRAWING FOR ONE PER..,T ONLY ) /[, , , <il :2 '" 5@ :J "'0 ~ ~~ 0<3 ~'" '" H 0 <110 a~ '" I "'d '" 8..1;;': ~ ij ~... ..0, .. z j"" !!i~ .. 8 '" ~: <.J ~ ~~~ <3 !", z ~'i' ....~ 9 ~z ,,:olO '" ~u 3 i~ ilI~ <II j~ ~~: .. .. ~a ~ 0.0 g~ o"g < '", Z ~!ilI z 0.. ilI~ jgs .. ",Vi i!J'3 ~ ..~ n ~gf ~i ..: N ..; <0 o o .., .., I N<D ~g ~~ ;; ~~;.;7~ ,.3 ,.., ION.... .... <D ... a: -<00<01..,1 :8~""~6a >.If) :;-I"oa: OCl>c;:(S",,<01 . <0 Cl>'" 1 - ..c )II 0'......,0 - . Ic8~ueoc .Q~.."O~ viqi,g~~~ :Ja...Ja.t..L..2 ~ ':~ o Cl)Z(1) :e<cc OCl)W 0...1> CC..JO <0 Q)~o CI) _ <0...1 ...1-0 ~6C1) CI) ~~ IL, ~ .. ~ ~ .. I /f:;~m I ~ ~~~~ ~ ... '::l .. :> q ~... ~ 104.4. loW,. /& ~JAH,2 5,19 SHEET 1/ ~Cg OF c: 0;: