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GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING 6TH EACH S M SMAX TYPICAL GLASS R Q3O � • (HEIGHT OF UPRIGHT IS MEASURED FROM. M WALL AND 24" O.C. TOP OF 1"x2, PLATE TO BOTTOM OF WALL BEIM) ` M A . " FRONT AND SiDE BOTTOM RAILSW 2 W 0.019" ALUMINUM COVER PAIN OR CONTINUOUS I , I ATTACHED TO CONCRETE WITH FRONT WALL PURLN 1/4-x2 1/4- MASONRY QUICK SET 0.T5" VER CO O 6' FROM EACH POST AND 24' O.H v '� RIGID INSULATION O.0 MAIC AND WALLS A MIN. i" ALUMINUM PANEL T 1` ' FROM EDGE OF CONCRETE `'� 4— t • • • rn 5/r %oRRMON �1 t, TYPICAL CORNER DETAIL 2'x_ BEAM ANO COLUMNS F — SER H S> 0 24- _ MATE #e /8' 4 - 1 4x4" LAG BOLTS ALUMINUM COVER OR MAIC COLUMNS. SPACING x O.0 AL x 5 SMS / SEE TABLES W W W/ 1/2- DETER WASHER w/ 1 1/4- FENDER•wi►SHERS 3' STRUCTURAL INSULTED PER 4' PANEL. ACROSS THE ALUMINUM FRONT AND 24" O.C. ALONG 5 t• •x0.040" TYPICAL PANEL SIDES (WALK-ON) HEADER ATTACHED TO POST 'Yr VARIES_ NOTES: W/ MIN. 2 /10 x 1 1/2" 1. INSTALL RIGID FOAM wsu AT10N INTO AUAMUM ROOF PAN. IN SCREW BOSSES TYPICAL GLASS ROOM 2 COVER INSULADON MATH 0.019" PROTECTOR PANEL WITH afLAPPING $FANS 5. _ 3 INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END)(CAP TO SECURE PLA 2" x 2" OR 2" x 3" HOLLOW 2-x2 . 2"x3'. OR 3'x2' NoAES: _ AND TO aSCMAtAGE THE NESTING OF WILDLIFE AND OR LNACTS. SEE SPAN TABLE HEAR HOLLOW SEE SPAN TABLES 1 ANCHOR 1' x 2' OPEN BACK EXTRUSION WITH TAPCDIJ 1/4' z 2 1/4 LENGTH 4. PROTECTOR PANEL WILL BE SECURED BY � x 5/8' � RESISTIVE WASHER �R EQUAL MAX OF 2'-0" O.C. HEADED SCREWS. FOR SNAP EXTRUSIONS ANCHOR TO WALL WITH 1 1/2- /10 SMS-WITH WASHERS T-O" O.C. SPACING 5. SCREW PATTERN WILL BE 12',ON ALL PERIMETERS AND 241.5' O.Q FIELD ON EACH CHAIR RAR AND KICK PLATE an 2'x2'x0.044' HOLLOW RAIL CHAIR RAIL ATTACHED TO ANCHOR SAM AND COLUMN KNEE BEAM'WITH ANCHOR CLIPS AND /10 SCREWS 6 ALUMINUM ENO CAP WILL BE ATTACHED WITH 3 /yct/2` OQROSION'RESISTIVE WAI POST W/ MN. 2 110 x 1 1/2* APO WASHERS HEADED SCREWS. SMS IN SCREW BOSSESplNN. Sub SS FOR SLAB ON GRADE IS 3 1/2" CONCRETE 7. SEAL ALL SCREW HEADS WIl1a CAULKING ASTENED DETERMOIED POST ATTACHED TO BOTTOM / PAN OR COMfilOSITE PANELS 1' x 2' x 0.044" OPEN BACK 3 bELECT FRONT WALL BEAM FROM TABLE USING LARGER 'A' VALUE OF W/ MIN. 3 /10 x 1 1/2' Fi I BOTTOM RAI. rM/2 OR w/2 t O.H. ASED ON CONSTRUCT10" USE CORROSMON RESISTIVE SCREWS. f ! N SCREW BOSSES 4. JW IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM OF HOST STRUCTURE ANCHORED 1M►/ /10X1/2" O 3/PAN • ► ►. RECEIVNGIANNEL AND t /10x1 I' 1/4' x 2 1/4' MASONRY HOST ROM CAP %0NNECTION TO RECEIVS ANCHOR-0 6' FROM EACH • STRUCTURE CIt/vOlEl. POSITE PANELS USE POST AND 24' QQ MAX. OR FASCIA 1/4 x t+1/21 WITH 1/4" WASHERS TYPICAL UPRIGHT DETAIL OVIECILY SCAN ATTACH R 1OOF CAULK �CHANNEL FROM SOUD CONNECTION REQUIRED �\ , NVENTtONAI FRAMING OR (SEE DETAIL) EX ftBREAKMETAL HEADER !�. r A� COVER SYSTEM STING BOTH SIDES Q032' i fw/2' SMS a 1s' o.0. CONNECTION TO HOST.S MTURE ANCHOR i" x 2" x0_044- PLATE Z" x _ EXTRUSION PER TABLE GLASS U NOOw INSTALLED PER N ALUMINUM SHEETING TO CONCRETE WITH 1/4* x 2 1/2' j*4NUFACiURERS SPECIFiCA11ONS HOST STRUCTURE'OR FACIA di SUB-FACIA CONNECTION RE9kmtEmENTS FOR VARIOU CONCRETE ANCHORS WITHIN 6- OF LOAD CONDITIONS 71 Oft EACH SDE OF EACH POST O 24- A,4mmum SHEETING FOR VINYL LOAD CON01 O.C. MAX.OR GLASS ROOMS THROUGt I ANGLE O WIND VELOCITY LOADS 0�1D + LIVE LOADS 24' O.C. MAIL 3 /to x t' SMS INTO SCREW SLOTS MOST STRUCTURE 100 MPH ito MPH 120 MPH 1 fgF32#/SF 57+ MN. 3 1/2` SLAB 2301,1 P51 CONC. 1' x 2'.EXTRUSION 1. CONCRETE 1/4'x1-1/B` CONCRETE SCREtMS O ------>2 O t' 0. I , 6a6-10x10 W.W.M. OR 11BER MESH 2. WOOD FRAME i/4'x2' LAG SCREWIS •6' 1 1/B- WIN IN CONCRETE TYPICAL SECTION GLASS ROOM SCREEN. VIIYL. AND CARPORTS HOSTC�S STRUCRETE CTURE 8�11CTE i5t�'REWS e 1 MPH 32//SF 57/ a . . .. . _0 C.- >2 a t' O. 2. WOOD FRAME 1/4-x2' LAG SCREWS O 12' Q -------->2 O 1' } • VAPOR BARRIER NOTES: WOOD STRUCTURES SHOULD CONNECT 110 OR T11iE SUB F 3 //2• t�NtRETE SLAB 6x6 FRAMING WHERE POSSIBLE ONLY 1S'i OF N BE OUTSIDE THE v, ALUM ATTACHMENT W W.F. OR FIBER.MESH CONCRETE I ; POST TO BASE AND POST TO BEAM DETAIL TRUSS BUTTS/SUB FACIA AND THOSE AREAS Atm HAVE DOUBLE ANO++ I. Z' x 2" OR 2' z 3' Olt 2• SMB POST ALL SCREWS INTO THE HOST STRUCTURE HJ*VE MN 1-1/4 WASHER ANCHOR 1' x 2" x0.044' PLATE 3 i/2 MN i6a jrOR SHALL BE WASHER HEADED SCREWS. A x Y x 1/8' ANGLE EACH SDE NOTE: NO FOOTING REQUIRED EXCEPT WHEN AQj�jRESSNG EROSION TO CONCRETE WITH 1/4' x 2 1/2" ATTACH TO POST AND CONCRETE CONCRETE ANCHORS WTHIN 6" Of AT LOAD BEARING WALL WITH VARIES 2'-0. SL 6x6 2500 PSI W.W. MES W/ EACH SDE OF EACH PI)ST O 24' 2 /10 x 1/2' SMS EACH SDE 3• VISQUENE VAPOR BARRIER UNDER SLABS 6x6-10x10 . MESH OR ' O.C. MAX OR THROUGH ANGLE O HAVING STRUCTURES ABOVE FIBER MESH TYPICAL 24' O.C. MAX. Y z 2" EXTRUSION t./5 BAR CONT. _ 1 /4 MN. 3 1/2" SLAB 2500 PSL CONC_ WELL COMPACTED CLEAN FILL OVER SACRIFICED 3 1/2' <:- 6x6-10x10 W.W.M. OR I•iSER MESH 1 1/8' MIN. IN CONCRETE 1 � NATURAL SOIL 90%RELATIVE DENSITY - j�rr � CONC. FILMBLOCK STEM WALL WAG CMU j, ► s LOCATE ON UNDISTURBED NATURAL SOIL C- mv fawAg WK um Cxl2- CONC. FOOTING WITH 1 05 CONT- FLAT SLOPE / NO FOOTING MODE ,` RATE SLOPE FOOTI�yG STEEP SLOPE F00 • • • VAPOR BARRIER 1 /5 VERT. AT CORNERS AND O 10-0' O.Q 0 _ 2'/i2 2'/12" ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL RAISED PATIO FOOTING SLAB DETAILS ADDRESSING EROSION AMR - s 4 2"x BEAM SEE TABLE 4 ! SIDE WALL HEADER ATTACHED TO OVERHANG VARIES EDGE BEAM 1' x 2' x 0.044' OR BETTER WITH �2.—O. MAX i $ MIN. 2 /t0 x 1 1/2' SMS 3 1/2" SLAB ON tNOfiiT ! i GRADE OR RAISED 1H t x 2 SIDE WALL PURLINS ATTACHED TO 1" x 2' x 0.044' OPE?! BACK f007ING V MAIC � 0.019" ALUMINUM COVM f, I. 1"x2"x0.044" OPEN 13ACK WITH JAN 2 /f0 x 1 1/2' SMS 0.75" PAN OR CONTINUOUS # ' ATTACHED TO FRONT POST IN SCREW S TYPICAL GLASS ROOM MATH SQI� ROOF. TYPICAL FRONT VIEW FRAMING RIGID INSULATION WITH p0 x 2' SMS MAX. 6" FROM.EACH PURIJN • (HEIGHT OF UPRIGHT is MEASURED FROM AND 24" 0.G TOP OF 1-32' PLATE'TO BOTTOM OF WALL BEAM) ` f8 x 5/ " CORROSION RESCS71 FRONT AND SIDE BOTTOM RAILS 1 ATTACHED TO CONCRETE WITH . FRONT tAlAll PIIRLN WASHER=INEADED SSS O 24' ij t 1/4'x2 1/4' MASONRY QUICK SET w Nr w O.C. S ATE /8 x 3/8" SMS 3 ,4 O 6- FROM EACH POST AND 24" W/ 1/2 agAMETER WASHER O.C. MAX. AND WALLS A MIN. 1' TYPICAL PANEL FROM EDGE OF CONCRETE Om . ALUMINUM PANEL COVER\_ z .. ,' - TYPICAL CORNER DETAIL 4 — 1/4'.x4' LAG 9XTS ALUMINUM COVER OR a NOTESBEAM AND COLUMNS1. INSTALL RIGID FOAU INSULATION:- 4 W/ 1 1/4' FENDER K494ERS 3' STRUCTURAL INSULATEDMAX SPACING 2. COVER INSULATION[ WI O PROTECTOR PANEL ALUMINUM ROW PAN. PER 4' PANEL ACROSS THE AL.UMNUMLL STH OVERLAPPING SEAM FRONT AND 24' O.C. ALONG SEE TABLES ``� 3 AND TO DISCOURAGE THE NESTING WILDLIFE ANDS Do CAP TO SECURE r a SIDES (WALK—ON) HEADER ATTACHED TO POST i'x2'x0.040' 4. PROTECTOR PANE7. WAL SECURED BY /8 x 5/8' INSECTS. +I w/ MIN. 2 /t0 x 1 1/2" HEADED SCREWS. RESISTIVE si I IN SCREW BOSSES ( .w VARIES 5. SCREW PATTERN WILL BE 12' ON ALL PERIMETERS Aft 24' O.C. FIELD ON TYPICAL GLASS ROOM 6. ALUMINUM END CAP WILL ATTACHED WITH 3 #SxT//2- CORROSION RESISTI 2" x 2' OR 2' x 3" HOLLOW 2'x2". 2"x3". OR 3'x2' HEADED SCREWS. ' SEE SPAN TABLE HEADER HOLLOW SEE SPAN TABLES 7. SEAL ALL SCREW HEADS NATM CAULKING. ;f . ' FOR SNAP EXTRUSIONS . CHAIR RAA AND KICKPLATE CHAIR RAIL ATTACHED TO ?NOTES, 2x2'x0.044' MOLLON RAIL 11. ANCHOR i' x 2' OPEN BAC( EXTRUSION VATH TAPCON 1/4' x 2 1/4' LENGTH POST w/ MN. 2 /10 x t 1/2' OR EQUAL MAX OF 2'-0' O.C. SMS N SCREW BOSSES A TO iMAll MATH i 1/'1' /10 WITH WASHERS 2"-0' O.C. SPACING FASTENED DETERMINED PAN OR �MPOSI7E PANELS, f POST ATTACHED TO BOTTOM I' x 2' x 0.044" OPEN BACK BASED ON CONSTRUCTION / USE C $ \�Fi ANtaHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR (RIPS ANL? /i0 SCREWS RESISTIVE W/MN. 3 /10 x / I/2' BOTTOM RAA AID wASIHERS of HOST STRUCTURE ANCHOF'� w/ n=/2' a 3/P N SCREW BOSSES .2. MN. SLAB THICKNESS FOR SLAB O1 GRADE 1S 3 1/2' CONCRETE RECEIVNQ' FtANNE1 AND i /10x1 • • ►. 3 SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF HOST RIDGE CAA�� CONNECTION TO RE + 1/4' x 2 1/4' MAS11my W/2 OR W/2 + O.H. STRUCTURE CHANNEL. COMPOSITE PANELS f ANCHOR O 6' FROM EACH • • OR FASCIA 1/4'x i+ty, y� t 4' WASH THROUGH; POST AND 24' O.C_ MAX . 'Nr IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM t C �yrHG CHANNEL FR TYPICAL UPRIGHT DETAIL CONNECTION REQUIRED CAULK � CONNECIMS. /2" CONCRETE SLAB 6x6 (SEE DETAIL) 3 1 ) %'OR BREAIWETAL HEADI r, AL�INUM ATTACHMENT W.N.F. OR FIBER MESH CONCRETE 0.032' �!. ' CONNECTION TO HOST STRI�tjCTURE 31/2' MN ANCHOR 1' x 2' x0.(144' PLATE 2' x _ EXTRUSION PER TABLE { $CEQLNIREMENTB FOR V TO CONCRETE WITH 1/4' x 2 1/2' HOST STRUCTURE OR FACIA O SUB—FACIA CONNECTION CONCRETE ANCHORS WITHN 6" OF � � 1 LOAD CONDITIONS _ 1 EACH SDE OF EACH POST O 24" VARIES O.0 MAX OR THROLIL'H ANGLE O 3. VISQUENE VAPOR BARRER UNDER SLABS MIBNO VELOCITY LOADS CONDITI*s I HAVING STRUCTURES ABOVE FDEAD + LIVE LOADS 24' O.C. MAX 3 /f0 x.1" SMS INTO SCREW SLOTS GLASS ROOMS WELL COMPACTED CLEAN FAL OVER SACRIFICED HOST STRUCTURE 100 MPH 110 MPH 120 MPH 2�/� 32r/5F 57 MN. 3 i/2' SLAB 2_`OO PSI CONC. 1' x 2' EXTRUSION X72' NATURAL SOIL 9(?7G RELATIVE DENSITY i. CONCRETE 1/4'x1-1/8" CONCRETE SCREWS O 12 O.0.------>2 O 1' 6x6-10x10 W.W.M. OF, FIBER MESH 1 1/8' MK N CONCRETE 2. WOOD FRAME 1/4'x2 LAG SCREWS 0 6" O.0—------------>2 O CONC. FILLED rn BLO(3c STEM WALL Sx8x16 CMU SCREEN. VINYL, AHD CARPORTS 6-x12- CONC. FOOTING WATH t /5 CONT. HOST STRUCTURE 100 MPH 110 MPH 120 MPH 2//$F 32//SF 57 r �€ i 3 •• .• �. LOCATE ON U1DfSTURBED NATURAL SOU. i. CONCRETE 1/#"xi-1/8' C:OtiCRETE S(XtEw5 O 12 O.C.------>2 0 1': 1 /5 VERT. AT CORNERS AND O 10'-0' O.0 2. WOOD FRAME 1/4-x2' LAG SCREWS O 12 O.C.____-_-..__->2 O 1 VAPOR BARRIER FRAMING WHERE POSSIBLE ONLY 15X OF SCREWS;(CAN BE OUTSIDE THE t RAISED PATIO FOOTING NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS FSUTTS OR THE SUB FA j POST TO BASE AND POST TO BEAM DETAILTRUSSHAVE DOUBLE ANCI+ TRUSS ELUTTS/SIJB FACIA AND THOSE AREAS I OPTIONAL CONCRETE CAP ANCHOR ALUMINUM FRAME 2' x 2' OR 2' x 3' OR 2' SMB POST OR BRICK \` TO WALL OR SLAB HATH ALL SCREWS INTO THE HOST STRUCTURE SHALL 81�?CK HEAVE MIN 1-1/4' WASH 1/4"x 2 1/2' TAPCON OR OR SHALL BE WASHER HEADED SCREWS. ` € ANCHOR 1" x 2' x0.(144' PLATE 2' x Y x t ANGLE EACH SIDE r TO CONCRETE WITH 1/4' x 2 1/2" ATTACH TO POST AND CONCRETE 1 BAR CONTINUOUS - EQUAL 6' TAPCON STYLE OR NOTE: NO FOOTING REQUIRED EXCEPT WHEN �DORESSING EROSION CONCRETE ANCHORS WITHIN 6' OF AT LOAD BEARING WALL HATH EACH SIDE OF EACH OOS'T a 24' MIN. 2500 PSI CON(. w/ . 2 /10 x t/2' SMS EACH SIDE DECK 8" x 8" x 16' BLOCK WALL BEFORE SLOPE O.C. MAX OR THROu3m ANGLE O ? F ' ' i i 24' O.C. MAX MAXNIiyN DIFFERENTIAL IN .12. GROUND LVL FIBS ES W.W. MESH OR FIBER MESH TYPICAL > I i MIN. 3 1/2' SLAB 2.00 PSI CON( 1' x 2' EXTRUSION SOLI II�{EIGHT 1 /4 BAR AT CORNERS AND f4 4'-0' O.C. FILL CELLS AND 3 1/2' �— /5 BAS �'IT 6x6-10x10 W.W.M. OF! FIBER MESH 1 1/8' MIN. N CONCRETE „ ,�: 8' �- S KNOCK OUT BLOCK TOP 72 i1 COURSE WITH PEA ROCK• ► 1 yetin oas RETE '8 ._ . 2' t�.xc vm 2 (i4 BARS MN. 2 1/2' FLAT OPE / NO FOOTING MODERATE SLOPE FOOtNG STEEP SLOPE FOC VAPOR BARRIER OFF GGROUND 0 - 2'/12' 2'/12' - i'-10 > 1•_10' ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL KNEE WALL FOOTING FOR SCREENED ENCLOSURES SLAB DETAILS ADDRESSING EtROSION JOBW ADDI OA CENTER LEDGER PiER FRAME AND ALUMINUM ALLOWABLE LOADS AND MAX LOAD AREA F1%R ANCHORS ISG tr SCREEN . VINYL OR GLASS WALL ® 2x6 JOiST HANGER EACH END SEE DETAILS SECTION 2 OR 5 BRIDGING 48" O.C. EPS WALL PANEL ANCHORS INTO WOW FOR OPEN BUILDINGS 1/2" x 3' x 0.090" ALLOWABLE LOAD/ MAX LOAD AREA (&F.) O 120 lfi,.pjt WIND LOAD / Of ANCHORS 1 2 3 4 f HOST STRUCTURE �f DIAMETER A1404 c EMBEDMENT I 3/4' PLYWOOD DECK n0 zV1/2 BAMS O 6' O.0 MIN , f 1/4' x 1' 264//13 S.F. 528//25 S F. 7192//38 S.F. 1.056/ 5/8' PLYWOOD 1/4' x 1 1/2' 396//19 S.F. 7921/38 S.F. 1.1ft//57 S.F. 1.564/ d FACE CRAM t/4' x 2 1/2' 660//31 S.F. 1,320//63 S F. 1.50//94 S.F. 2.640//1 a a PERPENDICULAR 1/4' x 1 1/2' LAG SCREW 5/16' x 1' 3120/15 S.F. 624//30 S.F. 't } ' TO JaST 2" x 6" OR 2' x 8' w 5 8' WASHER O 24- O.C. r // 2%%67 S F. t.rgn O 16' O.0 / / 5/16' x 1 1/2' 468//22 S.F. 936//45 S F. 1. 5/16' x 2 1/2" 780//37 S.F. 1,560//74 S.F. 7.10//111 S.F. 3.120//1 s u 3/8' x 1' 356//17 S.F. 712//34 S.F. 1. /34 S.F. 1.4240/61 COMPOSITE PANEL WALL TO WOOD DECK 3/8` x 1 1/2' 534//25 S.F. 1.068,/51 S.F. I., S.F. 2a36y1 3/8' x 2 1/2' 890//42 S.F. 1.780//85 S.F. 2,Cy?0//167 S.F. 3.560//1 ANCHORS INTO CONCRETE FOR OPEN BUILDINGS A ALLOWABLE LOAD / MAX LOAD AREA (S.F-) O 120 MIP FI. WINO LOAD PER VACK e AgummUM POST SEE TABLE / OF ANCHORS 1 2 3 4 CALVANIM BUO�T�► DIAMETER ANCHORx EMBEDMENT MAIC 1/4' x 1 1J2' 757//36 S.F. 1,514#/39 S.F. 2.*q//108 S.F. 3.028//1 ,G $ 3/4' PLYWOOD DECK 1 WiDTH (VARIES) 0 � \ +-^- BOLT SEE TABLE !- / \ U-CUP 3/8' x 1 1/2' 1,050//50 S.F. 2,114//53 S F. 3,11511//151 S.F. 4.228//201 3 1/2" C��NCRETE SLAB 38"x5' BOLT a ALTERNATE PT ___ 1/2' x 2 1/4' 1.443//69 S.F. 2.886//137 S.F. 4. }{ E --- LAG SCREW SEE TABLE / 9//206 S.F. 5.772//2 3 ;x PINE POST THROUGH BOLTS POST TO BEAM FOR OPEN BUILDING; { �a LEDGER SUPPORT O 16 6O OR 2' x 8` ALLOWABLE LOAD MAX LOAD AREA (S•F. O 120 1 NOTE 1. ALL WALL FRAMING 16' O.C_ / ) W.P.H. WIND LOAD (EXCEPTION: 24- O.C. FOR / OF ANCHORS 1 2 3 e„ WOOD STORAGE ROOM) NOTE: CENTER STRINGER REOUIRED ONLY DIAMETER ANCHORx (LENGTH s POST THICKNESS 2. PIER POST CAN 13E BOLTED IF DEPTH OF DECK EXCEEDS 10' POST TO WOOD DECK y f TO SLAB OR CONTINUOUS HURRICANE ANCHOR EACH JOIST 1/4" x t+1/2" 2,356//112 S.F. 4,712//213 • 7,068//336 S FOOTER OR HAVE ISOLATED 3/8' x t+1/r 5.300//252 S.F. 10.600//50t'S•F. TO CENTER. STRINGER SEE DETAIL EACH PIER 1/2' x t+i/2'. 9.426//449 S.F. TYPICAL WOOD DECK uc sCRErrs FOR ALLOWABLE ROOF AREA USE 'AREA" = 5 X 2 + O.H.) /8x1' 1NOOD SCREWS W/ ALUMINUM COVER (SEE CONNECTION TO 3/4' PLYWOOD DECK SEE TABIF TABLE 1: MAX ROOF AREA.FOR ALUMINIUM POST F % HOUSE PORCH 5/8" MASHERS 3 PER PANEL HOST STRUCTURE) r EXAMPLE: 'S'- r . w • 12'. dc.O M +- 2' TMU53 `AREA- - 56 SF POST TYPE MAX ALLOM ROOF AREA FOR V CJS TYPE POST M SF t' x 2' CHANNEL POST NGT POST MAX / WALKON UP TO 55 */SF g 120 MPH WIND 3"x_,3'xO.OW*-ROLL FORMED•• HURRICANE ANCHORS AND ALTERNATE 167 ` r- 9' 8.7x0 I: 2'x4' TOP PLATE STUDS TOP AND BOTTOM LAG SCREWS P.T. PINE 3'x_3"xO.060'_SCALLOPED- r 2 INTERNAL L's OR O 16' O.c 2` x8' SEE TAffif 10"-10' 10.000 190 " I° RECEIVING CHANNEL rx4' STUDS 3'x-•3'x 0.90'-��' �-- 2 i/4' DIAMETER it'-10" 14.850 277 I, BOLTS EACH AiacxE SCREEN ROOM WALL TO WOOD DECK 3'x_3'x O.125'_7UBE• f 4 /tOzt 1/2` SMS 11'- 8' 19.440 643 EACH ANGLE APPROVED SONG 4'x-4'x 0.125'_iUBE• AS REOIIRED \ _ 1S'- 9' 26.190 1 489 t/4 x3• BOLTS OR ALLOY 6063 T-6 { I T-80L75 INTO CONIC` INTO CORNER ALUMINUM WOOD FORA E UAM FIRA LINTY SHED DETAIL ALTERNATE POST: TO WOOD DECK OR BEAM SLAB O 24' OC. W/ •• ALLOY 3105 H16 1/8'x1 t/2' WASHERS / P.T. 2x4' 4' x 4' P. POST. FOR ALUMINUM ROOF a i #_[ 3' x3' UM. POST OR 2 /S BARS EACH WAY 4' x 4' IP T p POST IN x GALV_ ANCHOR AM MAXIMUM UPLIFT / 4-1/4"��1/4 TAPC:ON I, 6'x6' - 10x10 WWF x 16"x16' 12` 1 1 . 24'x24' 9 3-1/2" %LAB a 1/4':r2"LAG BOLT 1/4'x2' LAG BOLT "1 _ �• 16 MIN. 2 PER POST 2 PER POST = C } ; 1. 1� ,ND BOTTOM 1/4' THRU BOLT (1) POST TO CONIC ETE PAD DETAIL POST TO SLAB D ! PLATE. SCREW 2' O.0 .� ALUMINUM CAsnrlc POST 2'x2'xO.044' EXTR. POST 3'x3'xD.125" 3 1`: /10x1 1/2" SCREWS 3/ 1/4' MASONRY ANCHt NOTE: NO FOOTING REOIIRED EXCEPT WHEN ADORESSMVG EROSION POST MIN. TOP AND BOL 2/ POST INTO CONCRLf X-0' MM. MIN- 2500 PSI CONIC_ W/ I{ SCREEN ROOM 2 O P(6rT BEFORE SLOPE 6x6-10x10 W.W. MESH OR x i AND 2•-0' O.C. ® VIRGIN SOIL FIBER MESH TYPICAL € _ ® 16"x16'z4' CONIC PAD ^i _ 1/4' MASONRY ANCHOR 80 LBS. 2500 P9 CONCRETE 3 1/r �- 11R CONT. 1 _ 1 2/ POST INTO CONCRETE '„ 0 REPLACED SOIL {R• SCREEN ROOM 2 O POST 0 1/4'x2 i/4' EXPANSION BOLT AND 2-0" O.0 NO1F: FW�MOVIE DOES , i 2 EACH PER BASE NOT REO MIE UK Mei FLAT SLOPE / NO FOOTING MODERATE SLOPE %OTING STEEP SLOPE ALUMINUM SCREEN ROOM ALUMINUM CONVENTIONAL CONSTRUUCTiON ISOLATED FOOTER D - 2'/12" 2'/12' - r-1 > V10' . I r: UNDER WOOD FRAME PORCH PORCH POST CONNECTION SLAB DETAILS ADDRESSIN(g EROSION JOB ADDR d t G 6 " r ' TABLE 3 MAXNIUM HEIGHT OF UPRIGHTS FOR 51 AND (X�►� RAS TRU$TIONS AND SELF MATING BEAMS Ci 6063 T-6 ALUMINUM k s 1 ,• t TTS 2: MAX ROOF BEAM SPARS FOR SCREEN k GLASS ROOMS UTILITY ROOMS. 5>IEOS AND OTHER ENCLOSED STRUCTURES w/ SOLID ROOFS TYPICAL GUft ROOM DRAWING). SO TABLE 1: MApMt111 SPANS FOR STANDARD ALUMINUM ROOF PANELS OF ALUMINUM BEAMS OF 6063 T-6 ALLOY USING SCREEN PANEL WIDTH '7tlr (SEE I6 ;i 3105 H•-ti OR H-25 ALLOY yr 2 t O.H. UPRIGHT REOUIRED FROM THE MAX HEGHT ALLOWED FOR EACH EXTRUSION SHEDS. AND OTHER FOR SPAN 'L- ON DRAWING USE LOAD NAOTH - / - WIDTH 'W' LEGE LOAD WIDTH - 14'/2 t 2'O.H. 9' 48. 54' �!0' 7i6 7Y ik WINO LOADS GL5> ROOMS U11UTY ROOMS. 2'x 4'x O.OSO TILT BEAM' 4'_ 4' 36" 42' LaNa.osED Buu olcs ,NTMI - g•; 0 22!/SF BEAM SP � � a t I 1 H. 7' O. H. 2' 0. H. 3' 0. H. HES SPAN FOR DESIGNATED LOADS r- '" �- 9' O.H. CONDITION NO O. LOAD 1-1/4'x 0.026•_ 4' 5._ 5- 8- --- IEIEAM SIZE LIVE LOADWIND LOAD MPH 120 MPH _ ?• 8'- 6' 7'-11' 7- 6' W. L 2'x 2'x 0.049. x ' 700 MPH 5- 5_ �- 6,- 3 - fSEAM 32//SF 100 MPH 710 9' ' k ! 120 MPH MPH w.l 4'-t 6' 4'-t1 6'- 0" -- ILOAD WIDTH 220/ 7'-.1 7'- 6' 7'- Y 2'z 2'x 0:050' i-i 4'x 0.032'_ 2'x 2"x0.044- EXTRUSION i•-t0� 4'- 5' 4'- i' ip•_ 2• g'- 5" 8'-t0 8'- 2' tt 100 MPH W. L 6,- 6' r- --- 5 70 4'- 9" 4._ 5. i'- 0 T- 9' 2-x 2'x 0.093' 6- 3• 4' 4'- 4' 9'-7 6" 110 MPH W. L 5',- 8_ 6- 0' 6-1 8' - 6' 4•-11- a'- 0` 4•- 1' 3•' 9' T- 5 12'-10. 11'-17' 1T- 1' 10'- b• �i' 9'- g 120 MPH W. L 5- 3 5'- 8' 7' _ t0" T- 6' T- 2` 3'x 2x 0.050' ti' r= 6' 1-3/4% 0.026'_ 6'70 --- S. 6' T r 3' 3- 10•- 8' 9' 8', 3' r 4'- 4' 3'- 3'- 0 9•-71' 9'- 3' 8'- 100 MPH w L 3'- b. 5-10: 6'- 5" 9' 4' T- 5. 37- 1' 2'-10' 2-x 3'x 0.050' 5'- 0. 5'- 5. - 4'- 1` 3'- 9' 1 tt'-11` 11'- 1' t0 6' 4'-1171' 9'- 6• 110 MPH W. L 4•_ $ 5'- t 6'-10" 10` 2'-it" 2'- 72'_ p• g I 120 MPH W. L 11, r-t1' T- 2' 3'- 3' t-3 4 x 0.032`- 37x 2'x 0.070' 11'- 2' 10'-.I6' 10'- t' 9'- 8' 9 700 MPH W. L 6;- �'-11' �- 2'x 2"x 0.050- EXTRl690N. 5,_ O. 5._ /• 4'- 7' 4- 3„ t _ - $ 10 TO it T 8' 12' - 11' ' 110 MPH W L 5_115• 5_10. 6_70- 5' 5'- 7' 4'- 6' 4'- 7' 4'- 2" T-11 ROOMS THE ADDITION OF AN FRAME WINDOWS r 0.026w L. g t0'- 6' it'- 5` $. 4•_70" 3•_ 2" 4- 3 ilc" S- 2" NOTES GLASS THAT T SIZES CREASES 0 1MMR7 LOAD REOUIREMEN r t1- 4•_ p- 3'- 7" 4' PANES DES] THE STfAENGTH SO THAT ADDITi 100 MPH M. L g.- 9. �ij- g_ g'_ 10'- 8` 4•_ 6. 3.- $. T_ 9" 3' ABO UPRIGH 4 8-10. g- 10- 3- 9' EXAMPLE _ 7' T- 3' 3- 0' FRAJANG IS NOT REQUIRED. 110 MPH w L $_ 6' 9'- 2 4'- 4' 3'- 120 MPH W. L. 8- 3 10' 6 3' 3•_ 1._ 2•_t0- 3 3'x 0.032' r t3'- 0' 1/' 4'- t' T- T- 5" : @ 100 MPH W.1 11'- b' t1'- 8 i1'- 3' 12'- 1: 2-x 2-x 0.093 ExT OR 2'x 3'xO.050" TILT SEAM 0R 2'x 3'x0.050" ExTRtJ510N LOAD 2• W. L 10'- 6" t0'- 8 tt'- 6 8'- o' 6'- 6- 6'- 8' 6•_ D" S-1r ANCHOR ALLOWABLE LOADS MAX. AREh►FOR ANCHORS „ 170 i1PH t0- 0' t0'- 7` 5' t' S'- 6' INTO WOOD 'u ' • 120 MPH VR L 9'-t0' 7•_ i' S-ii' 6'- ANCHORS i t=" LIVE LOAD: ALL BUILDING TYPES 6' 6•_ 9' S'- 6" 5'- 7' S'- 1' 4'- 8' TION NO 0. H. 7' 0. H. 2' 0. H 3' 0. H. r 4' S'= Y S'- 3' 4'- 9" 4'- 5" ALLOWABLE LOAD / MAX LOAD AREA (S.F.) O 1?,(d MP.H. WIND LOAD i it O.H. CONW g• 6'- _ 4•_ 6- 4'- t' t 2 3 �T 1-1/4% L �- 0_ T_ 3- 8- t' g 5'-11' 4= T 4-118 4'_ 3' 3,-11, SAME OF ANCHORS E RANCr1oRx EMBEDMENT 1 L" 5- 9" 6- 7 r- 0" t0' S._ 5- 4•_ 4• 4•_ Cr T-10' L L 4'- 5' 25 S.F. 7920/38 S.F. 7 r 1-1/4'z 0.032 _ 9,- tt' 2640/13 S.F. 528// g_ 3 j•. p' 2 --- 3'x 2`x 0.050" EX7R YSION t- 6'- 2" S- r 4,_ 9' 1/4' x t' 396#/19 S.F. 1.3200/ 1,188►/37 S.F. 1.'584 20 SF L L 7-10 T- 5 61- 1/4" x t 1/2' S.F. 1.9 /g4 S.F. 2.640 i 30 SF L L 6'- 'Y 5• 6'- 9 5 6' S'- T 5'- _ 1/4" x 2'1/2' 6b0#/31 S.F. 1 .34x Q026 7•_ 8_ 4 -- 8' b'- 3 S- 7' S- 2' 4•_ 9 4 4 S F. 6240�3D S f. 936#]45 S.F. I.2 1 }1 20 //SF L L 6_ Q. 6•_ q- 7•-11• - 7 5-10' 4- 9' 4'-10" 4- 5 3_10' 5/16' x 1' 312#/75/22 S.F. 936!/4S S F. 1.x//87 S.F. 1.87 I I 4 x 0.032- 9' 4*-i7 3'- 1 , 1-3/ 9'- 6. V_ _ 6- 4'- 3' 4'- 4 3'_- 5/16- x 2 1�Y �/ S F. 111 S F. 3,1 r 7 L L. 8'- T $•-t0 --- t0' 5,_ 3' g• 3•_ g- / 7� 37 S.F.S 1.560//7 2.340#/ R 20 r_ 0- 7'- a" 8- 1 5- 0 4'- t' 4'- 2' 3' 71 34 S.F.= 1.068!/34 S.F. 1.424 30 *i" l' L t t' 3/$' x i�' 396jh7 ST. 2!/ t S.F. 1,6020 S.F. 2.1361 3'x 0.026' t 3._ t 10. 14'- 6. _ 534 0/25 S f. 1.0680/5 20 �/�' L L 13'- 3: 4' 71- 6 12'- 4 3'z 2`x0.070" EXTRUSION 10' 6._11• 6'- 4' S'-10" 3/8' x 1 1/2' 42 S.F. 1,7$D//$5 SF., 2,6700/i67 S F. a ( q� 11- D` 8'- 4 6'- 4' x 2 1 2' 8900/ ` 30.■!� L. L 10'- 9 5' 6,_ 3" 6._ 4- S. 9' S'- 308' 3'x Q032" t6'- 2' 6' r 8" 5'-10' 5' 4 k I �j�F 15; 1' 15'- 2` t5'- 7' r- 1- 5 9. • k + + . 7/SF L L. t2- 3- t2'- 5" t2'-71- 13'- 8 r 5- 0' 4'- r 6'- T 5 S" S'- 6' 4,_ S 4,_ 4' ANCHORS INTO CONCRETE FOR OPEN BUILDINGS 1. TOTAL ROOF PANEL MAOTN - ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG• 8' _ _ + 2. THE SMALLE'>T VALUE OF THE WIND LOAD TABLE OR THE LL. TABLE GOVERNS- tog, S-1- 4'_10' 4-11?" 4'- 5" 4'- 1' 5.- 8- 4•_ T 4'- 8- 4•- 3' T-tt ALLOWABLE LOAD /1 MAX LOAD AREA (S F.) i► 1itp MP.H. WOO LOAD; +, ANS FOR STANDARD ALUMINUM ROOF PANELS OF 7t, 2 3 i TABLE is MAXt1AUM SP _ j OF ANCHORS 3105 H-28 ALLOY x TILT BEAM s i ' ROOMS, UTILITY ROOMS. SHEDS, AND OTHER 2'x 4"x 0.050' 9•_ 9' 8'- 0 g_ 1- 7•- 4 6-10 ITER MICHOfac EMBEDY�IT WIND LOADS GLASS 5' 6'- 3' 7570/36 S.F. 1,5140/39 S.F: 2,2770/10$ S.F. 3. ENCLOSED BUILDINGS 8'-tt" T- 3' r- 5' 6'- 9' 1/4' x t t/2' NO O.H. i' O.H. 2' O.H. T O.H. 6' 8'- 3' 6'- 9' 6'-10 6' 3 5•_ 9` S F. 2,1140/53 S F. 3,171#/151 S.F. 4.22 O.H. CONDITION tO0 MPH W.L 1 t'-10' 12'- 0', t2'- 6 1T- 3 r 7 S'-10" 5*- 5' x 1 1/Z" 1,OSW/SD 3'x 0.026' 4 7'- 9' 6'- 3' b'- 5- 7. 3/8- ' 110 MPH WA_ 10 9" 70'-11_ 77- 6 12'-_ 8' iI' 6' 0' S'- 6' S_ 37 S FF. 4.329#/206 Sy- S. 120 MPH W.L. 10'- 1� t0'- 3 10'-t0' 15'- 2" 9' T- 3" 5r-r 5- 9' 5'- 2' 4'-10' 1/2--x 2 1/4' 1.4431/69 S.F. 2.8860/1 .r + 0x 0.032 100 MPH W.L. t4- 0 14= 1' 14'- b' 14'- 1' t0' 6'-17- S- 4' S_ 5- 4'-11" 4- T 110 MPH W.L. 12'- 9' 12-11 13'- 4' 11' 6•_ 7" 5'- r 7` t 3'- 4' t 120 MPH W-L 11'-tt" t2'- 1" t2'- 2'x 4'x 0.044'x 0.120_0 S' 10'- 5' 10'- 8 g•_ 8 2" LIVE LOAD: AUL BUILDNG TYPES O.M. i' O.H. 2' O.H. r O.H. 5' $'-70' 7,_ T 1 O.H. CONDtTIOt LL. 18 i- tb'- 2' 16'- 7" /7'- 2' r 70'-10' 8'-10 g•_ �_ 8• r- t' i 3'x 0.026' 30 J/SF LL 13•_ 1" 13'- 3' 1T- Ir t4'- 5' 8 10•- t. g_ 3 7-15" r- 2' 6'- 8' Sz 0.032' 20 0/sF L.L. 18'- 4' 18'- S 18- 9" 19'- 3' g• 9'- 6' r- 9" 6'_ 4' 30 !/ L L 14'-11' 15'- 1' 15'- 6' 16'- i' 9'- 1' T- 5" T- 6 6'-10' PANEL WITH - ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 10' r_ 2- 6'- 6' 6'- 0' 1. TOTAL ROOT' WIND LOAD TABLE OR THE L1. TABLE GOVEfttNS. 11' HIND LOAD TABLE GOVERNS: I r 2 THE SMAW:ST VALUE OF THE Y STANDARD ALUMINUM COMPOSITE 1. THE SMALLER SPAN FROM THE L.L. OR THE TASTE 1: MAXIMUM SPANS FOR INDUSTRY TE ROOF ori PANELS w/3705-Hu/IN-25 AWMINUM ALLOY SHEATHING 4c 7.00 EPS CORE WIND LOADS 1 GLASS ROOM S. UTILITY ROOMS. SHEDS. AND OTHER ENCLOSED BUILDINGS. f Tx 0.026' 100 MPH WL 71'- 5-_ tt'- T 12'- 1 , 12'- 11' 110 MPH jj L. 10- 4 10'- 7' t t'- 1 12'- 0' s 11- t0'- 6- 11'- 5- „ 120 MPH W.L. 9- 8' 9�- 100 MPH W.L. 12*- 4' 12- 5 1T- 0 13'- 9" 3`x 0.032' 11'- 5" it'- it' 12'- 9' 110 MPH W.L. it- 3. 10'- 8' 11'- 3- 12'_ ' 120 MPH W.L. 70'- 6 ' 4'x 0.026` 100 MPH W.L. 11'- 8' t7'- 10' 12'- 4" 1I - 1' W.L. ip•_ 7` 10'- 10' n'- 4" 72'- 2 h 710 MPH 11'- 7' 120 MPH W.L. 9'- 11' 70'- 1 10'- 8' 100 MPH W_L. 13'- 10 14'- 0' 14'- 5` 15- 7 4'x 0.032' 7- 12'- 9 13'- 3• 14'- 0' 110 MPH W.L. 12'- t2_ 5' 13'- 3" t t 120 MPH W_ 11'- 10" 12'-BUILDING TYPES LIVE LOAD (INCLUDES 2 !/S DEAD LOAD) - 13'- $' 14'- 5' 1, I 3'x0.026" 232!SF 0' 11'- 6' 12'-is5 ,It '- 4' 14'- 9' 15'- 5" 3'x0.032" 22#/SFta'- 2" 14 _ 13'- 2` 32#/SF t1'- 9" t7'-W 12'- 5' I } 4 t3'- 5' t3'- b` 14' 0 ta- 8- 'x0.026' 22#/ ' +' ! 320/SF 11*- 1' 17'- 32'- 15'-11 16'- 0' 16'- 5 1r- 0" r i 4'x0.032' 220/ 4' 13'_ 9' 14'- 6' t�- 2' 13'- '` 1, # 1. TOTAL RODE PANEL WIGT}{ . ROON. WIDTH + WALL WIDTH + OVERHANG. d� 2 THE LE59�R SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN. y r MANUFACTURERS PROPRIETARY SUPPLIES MANUFACTURERS PROPRIETARY %UPPLIES TABLE 1: MAXIMUM SPANS FOR ROYAL ALUMINUM SUPER PAN PANELS OF 3105 H-28 ALLOY TABLE 1: MAXfUMROOF SPANS FOR STRUCTALL BUILDING SYSTEM PRODUCTS TABLE 1: CONTINUED-. MAXIMUM ROOF SPANS FOR STRUCTAIlLL BUILDING SYSTEM PRC AIjjWNUM OM P09TE PANELS STANDARD PANEL W/ALUMINUM SHEATHING f WIND LOADS31WH14/H-25 ALLOY 1.0 / EPS CORE DENSITY ., C4.ASS ROOMS. UTILITY ROOMS. SHEDS. 8 OTHER ENCLOSED BUILDINGS WIND LOADS O.M. CONDITION NO O.H. tO.H. 2' O.H. 3' O.H. MAW ROOMS AN OTHER ENCLOSED BUILDINGS 1 t ? 2-1/2'x 0.022" 100 MPH W.L. it'- 0' 11'- 2- 11'- 7' 12'- 6' WIND LOADS 6'x 0.019' SAND OTHER ENCLOSED BUILDINGS 6 1t0 MPH 1W.L. t0'- 0' 10'- 2' 10'- 9" 11'- 8' CUSS ROOMS 100 MPH W. L 14'- 11" 15- 0' IV- 5' 16'- 1' 120 MPH ML V--4' 9'- 4' 10'- 2' It'- 1' 3'x 0.026 110 MPH W. L 13'- r 1 S- 9� 14'- 2- 14'- 10' 2-1/2'x 0.028' 100 MPH tr.L 12'- 7' 12'- 9' 13'- 2' i3'-n' loo MPH W. L: 12'- 9' 12'- 11' IS- 57 14'- t' 120 MPH w L 12'- 6` if- 8' t3'- 2- 13'- n' 110 MPH lYl. 11'— 5' 11'— r 12'— 1" 12'-11 110 MPH W. L' it'— r 1t'— 10' 12'— 4 1S- O'. 6's 0.024' R120 MPH IN.L. 10'- 8' t0'-11' ii'- 5' 12'- 3" 120 MPH W L 10'- 9` 10'- it' 11' 6' 12'- 4" 100 MPH W. L 15'- r 15'- 8' 16 i- 16'- 8' 2-1/2'x 0.030' 100 MPH KL 13'- 2' 13'- 4' I-V- 9' 14'- 6- 3'x 0.032" 110 MPH w L 14'- 2' 14'- 4' u' g- 15'- 5 110 MPH IVL 12'- 0' If- 2' 12'- 8" 15- 5' 100 MPH W. L- 14'- 10' 14'- 11' 15'- 5' 16'- 0' 120 MPH ML L 13'- 1' 13'- S 13' 8- 14'- 5 fl s 120 MPH WNL ti'- 3' 11'- 5' il'-ii' 12'- 9' 110 MPH W. L. iS- 6" 1S- 8' 14'- 0' 14`- 9' 6'x 0.032' 2-1/2'x 0.036" 100 MPH ILL 14'- 2' 14'- 4' 14'- 9' 15- 5' 120 MPH W_ L- 127- 6'. 12'- 8' 13'- 0' 13'- t0' 100 MPH W. L t6'- 3' 16,- 14 6'- 4' 16' 9- ir- a' 110 MPH W.L. 12'-it' 13- 1' iS- 6' 14'- 3' 110 MPH W. L 14'- r 14'- it' 15'- 4' 15'- tt' 120 MPH IML 12'- i' 12'- 3' 12'- 8` 13'- T DEAD + LIVE LWAD &OR/SNOW LOAD (INCLUDES 2 //SF DEAD LOAD) 120 MPH W L 13'- 8' t5- 9' 14' 3- 14'- tl' ALL BUILDING TYPES - LIVE; LOAD ALL BUILDING fVKS O.H. CONDITION NO O.M. i' O.H. 2' O.H. 3' O.H. 3'x __ DEAD + LIVE LOAD & OR/SNOW LOAD (INCLUDES 2 //SF WAD LOAD) 2-1/2'x 0.022" 20 //SF L.L. 14'- 8' 14'-10' 15'- 3' 15'-10' 22+ /4' 8' 14'- 10' 15- 3' 15'- 10' ALLBUILDING TYPES f 30 //SF L.L 12'- 0' 12'- r 12'- 8' 13'- 5' 6'x O.Ot9' 2-1/2% 0.028' 20 SF L.L. i6'-10' tr- 0' 1r- 4' tT-it' 12'- 2' 12'- 4' 12'- t0' t3'- r / // 57# 9'- 1' 9'- 4` 9'- 11" 10•- 11_ 22//SF 1r- 1' t4' 3' ls'-_ 9 I — 2' 30 //SF L.L. 13'- 9- 13'-11' 14'— 4' 15'- 0" 3'x 0.032' 32//SF 14'- 2" t4'- 4' 14' g- 15'- S' 2-1/2'x 0.030' 20 //SF LL ir- 8' 17'- 9' 18'- 1' 18'- 8' _ 30 L.L. t4'- S' /4'- 6' t4'-tt' i6'- r 22//SF tr- 0' tr- 2" tr- ' 6" 18'- 1' 6�x 0�4' 10'- r t0'- 10' t1'- 4' t2'- 2' //SF /� 14- 2' 14'- 3" 14'- 8' 15'- 5 2-1/2'x 0.0.36' 20 // L.L. i9'- 0" 19'- t' 19'- 5' 19'-11' 32 10'- 9 10'- t0` it'- 5" t2'- 4' 22//SF lr- 1t' t8'- 0' to- 4- 18'- 10" - 30 //SF L.L. iV- 6- 15'- r 16'- 0- 16'- 7' S7{/SF 32//SF t4'- t0' 15'- 0' 15 4' t6'- 0` 57//SF 1t'- t' ti'- 3' 11' t0" 12'- %" t. TOTAL ROOF PANEL WIDTH - ROOM WIDTH PLUS WALL WIDTH PLUS 6"x 0.032' ' ' OVERHANG. TABLE 1. C O NT HUED: MAXIMUM ROOF SPANS FOR STRUCTALL BUILDING SYSTEM PRODUCTS 22//SF i8'- 8" t8- 9' t9's t' i9'- r 2. THE SMALLEST VALUE CK' THE HAND LOAD TABLE OR THE LIVE LOAD 57 j/SF it'- r 115_ 9' 12'_ 1/' 16'- T TABLE GOVERNS. WIND LOADS 3' t3'- 0" i GLASS ROOM§ AND OTHER ENCLOSED BUIL.DiNGS 4'x 0.019nkl_O M 1'_0.H. ?'_O.K �'O.H._ '4F ;.—LL12'- 11' 13'- 1' 13'- 6' 14'- 3' 1 € I' TABLE 1: MAXIMUM SPANS FOR ROYAL ALUMINUM -W` PANELS OF 100 MPH 3105 M-28 ALLOY 110 MPH W. L to* 9' ti'- 11' lit* 5' 13'- r 120 MPH w L�- 10'- t0' 11'- Ct` it*- r 12'- 5' 4'x 0.024'_. IAa+D LOADS loo MPH VTTL LL 14'- 6' 14'- r 15- 0' IV- r I GLASS ROOMS. UTILITY RODMS. SHEDS. & OTHER ENCLOSED BUI DINGS L 13'- 2' 13'- 4" 13'- 9' 14'- 6' too MPH W. L O.H. CONDITION NO O.H. i' O.H. 2' O.H. S O.H. 120 MPH W. L 12'- r 12'- 4' 12'- 10' 13'- 6 0.030' w PANELS 100 MPH WL 11'- 8' it'-10' 12'- 4' 13'- 1" 4'x 0.032 _ _ 110 MPH W.L. 10'- r 10'-10" 11'- 4' 12'- 2' 720 MPFI W.L. 9'-11" 10'- 1' 10'- 8' It*- Y 100 MPH w,L f3- tY 14*- 15• I-V- 6 i5 2' F 0.034' W PANELS 100 MPII W.L. 12'-11' 1S- D' 1S- 6' 14'- 3' 110 MPH W. L. 110 MPH W.L. it'- 9' tt'-n' 12- 5' 13'- 2. 120 MPH W. ll• 12'- 10' 13'- 0' 13'- 6' u'- 2' 120 MKI W.L. i1'- Cr t1'- 2" 11'- 8' 12'- 6' DEAD + u1l§�LO1� BUILDING 5 OR/SNOW LOAD (INCLUDES 2 #/5F DEAD LOAD) (- ALL LDNG TYPES - E LOAD 14'- 10' 15'- 0' 15'- 4' t6'- 0' CONDITION NO O.H. 1' 0.N. 2' O.H. 3' O.H. 4 x O.Ot9"� 0.K 0.030' W PANELS 20 //SF LL IS'- r 15'- 9- 16'- t' 16'- 9- 222#/SF 12'- 3' 12'- 5" 12'- it' 13'- 8' 30 j/SF LL 12'- 9- 12'-i1- 13*- 4' 14'- 1' S7i/SF 9'- r 9'- 5' 10'- 0• It'- 0' i 0.034- W PANELS 20 "' L.L. 1 r- 4' 17'- 5' i r- 9' 18'- 4 30 #/SF LL. 14'- 1 14'- 3' 14'- 7' IV- 4` 4'x 0.024',- 16'- r 16'- 9' 17- Y 17- 8" I iS- 9' 13'- 11' 14'- 4' IV- 0" Y , 1. TOTAL ROOF PANEL VA)TH - ROOM WIDTH PLUS WALL WADTH PLUS OVERHANG 57>1/SF 10- 4' t0'- r 11'- i'. it'- 11- r 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE LL TABLE GOVERNS. 4'x 0.032' tr-. r ir- r 18'- 0' 1B'- r 32#/SFi0'- t ii- t9- 11s- r lr- .5- s 57//SF 5 L � las I+ �a a I ;J f If I� rilsl a is ;q 9 I ryryryryryryl � iH 1I ? TABLE 2 MAX ROOF BEAM SPANS FOR CARPORTS. SCREEN 8 vWY1 ROOMS AND TABLE ALLOWABLE MAX ROOF AREA FOR E 'AREA fC,ARpORT/OPEN SUILDIN O. S x (W/2 t O.H.) OTHER OPEN STRUCTURES w/ SOLID ROOFS 6063 T-6 ALLOY FT 2, O.H +,t, 2• THUS AREA N h s' TABLE t MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF EXAMPi -V POST TYPE MAXE ROOF59 u1" a 3105 H-14 OR H-25 ALLOY SOI WIND LOADS: CARPORTS. SCREEN ROOMS AND OTHER OPEN BUILDINGS FOR SPAN 'L' ON DRAWING USE LOAD WIDTH • 'Nrj2 t O.H. °s ? O.M. cohanoN NO 0. H. t' O. H. 2' O. H. 3' 0. H. 2'x 4'x 0.050' TILT BEAM: LOAD WIDTH • 14'/2 t 2'O.H. 9' LIVE t DEND LOAD WAND I' i I i= ; t-1/4'x_0026 - - _-- LOAD WITH 9% LL • 22!/SF BEAM SPAN • 7- 3' MAX NOT. O MAX LOAD IN # 35//SF 2h#/SF 100 MPH 110 :itsI1, 1 1/PII W. L _ _ _-- BEAM �� BEIM SPAN FOR DESIGNATED 10005 Tx 3`x 0.040" ROLL FORMED •• I r 11 MPH W. L 66 g5 WINO LOAD 8'- O' 7.200 1 MPH W. L t 6'- 2" T- t" BEAM LiVE LOAD 131 3527 450 360 t-t/4'x 0.032' _-- LOAD WIDTH 22#/SF 32#/SF 100 MPH i10 MPH i20 YPH 10`- 0' 5.500 100 ASO 343 275 9'- 4,700 85 294 235 it0 u i W. L9` g- --- 2'x 3'x0.050' TILT BEAM OR 2x Sx0.050' EXTRUSION .. 120 MPH W. L 6-10- 7- 1' r-11 5• 8'- i' 6'- T 9g•_ 0' 8'- 1' 7- 5' 3' 3'6 0.060" ROLL 136 1 469 373 f 9 1-3/4% 7'- _-_- g 6-1 - T- 6'-104 -3/ L T- 8 --- 4 10'- 0' 6.000 109 3173 373 300 I 100 YP14w. Z- g T 04_' _ 5.200 _ _ 95 i2p MPFI w L - 1 �•_14' 7_93- 9 6;- 0' 4'-iii 6'- 9' 6'; 0� 5-1�. 3'x•3'0.060' SCALLOPED • � 325 233 k 0 MP14 W. L 'a + 1-3/4'it0.032' t0 5- 8• 4'- $` 6`- S- S- 8' ii'-10' 8 640 157 3 y 540 432 1 YPIH W. L g �. - Q S- T lt' S'- S' 4'- 5' 6'- 1- 5'- S- 5'- 01 14'- 0' 7.330 133 3sj3 458 366 110 MF41 W L T 10, _ 1 8 9; _- 12• 5'- 2' 4'- 3 5'-t0" 5'- 2' 4- 9' /6'- 0' 6,120 111 X78 382 306 i 120 UPI4 W. L 7- i S' 8'- 2 2`x 4'x 0.01 TILT BEAM 3'x 3'x 0.90` TUBE • s t k 3`x_0.026'1 W. _ _ 9'- 9' 8 0' 10'-11' 9'- 9' 8'-11' 100 1 � W. L 11- 9- 1 ;11'� 12'�- s� 13- 2'� 6' 8'-11' T- 3' 10'- 0' 8'-11` 8'- t- 11'-to' 12.960 236 5S$9 691 648 t1 F a 3'x_0.032' 10'- 8 10-t i' t t- S 12- 3' 8 T- 9 6'-81- 8'- 8' 8- 31 fi- 8" 14'- 0' 9.180 201 4413 691 554 { _ 9` EXAMPLE 7- 3' S-11' E'- 1' T. 9 7- 0' t6'- O- 9,180 167 yy7 574 439 _ 3-x 3'x 0.125' TUBE • sg S 13'- 3" 13.500 245 X514 844 675 10 MPPH IWY. L i3'-104' 042=t0$ i3- 3' t5�- 1` 10' 6'-tt' S'- 7' T- 9- 6'-11 6- 3' 14'- 0' 12000 218 5145 750 600 k 14'- 4' 11' 6._ 7. S.- 4. = 0" 6= 5= 9� 120 MPH W. L 12'- 8 LIVE LOAD. ALL BUILDING TYPES 12' 6'- 3• 5- 0` 16'- 0" 8.000 145 3364 500 400 O.H. ONDITION NO 0. H. V 0. H. 2' 0. H. 3' 0. H. 2'x 4'x 0.044% 0.120' S.M.B. t I 14'- 4' 12'-t0' 4'x 4'x 2725' TUBE p 12'-t0' 10'- S' t1'- 3` t-t/4'u_0.026' --- S. is a lr ?0 !/SI' L L 7- 0" r- 3' 8'- 1' 6' 11'- 8' 9'- 6' 13- 8' 10'- 8' 15'- 9' 23.2$0 423 t.Q38 1.455 1.164 k 30 #/51" L L 5'- 9" 6'- 1- 7- O" --- T 10'-10' 8'-10" 72'- 1' 70'-10` t8'- 0' 20.712 376 49,41 1,294 1,034 1_7/4',:_0.032" --- 8' iW_ 1' Lf- 3' 17'- 4` 10'- t' 9'- 3• 20'- 0' 1$.430 335 4438 1,152 922 20 i/9 L L. 8'- 3' 8'- 6' 9'- 2" 9' 9'- 6' T- 9" 101- 8' 9'- 6' 8'- 8' • ALLOY 6063 T-6 f 5" 30 !/Si L L 6'- 9 T- 0' 7-10' --- 10' 9'- 1' 7- 5' 10'- 1' 9'- 1' 8'- 3' •• J1L10Y 3105 H16 E si, a 7'- 0• 9' 8" 8'- 8" 6'-t0' t. THE SMALLER ROOF AREA OF LIVE + D�fJ1D LOAD AND WIND L h= t t-3/4'; 0.026' 20 !/yr L L 7- 4' T- T 8'- 4' --- 12 8'- 3- 6'- 9" 91- 3' 8'- 3- r 6' TABLE 5: iSOLATED FOOTINGS 30 #/SI"L. L. 6'- 0" 6'- 4" 7•-11' --- 2"x 5'x 0.050% 0.120' S.M.B. MAXIMUM ROOF AREA IN SF FOR CARPORTS IPOST w/ ISOLATED F OO / 5' 15- 2- 12'- 4' 76'-11' 15- 2' iED WIND VELOCITY U r 1-3 4';1_0.032' 13'-10" FOR BELOW IIF p ; 20 #/S--.L L S'- T 8-10' 9'- 6- --- 6- i3`-10' tt'- 3' t5'- 6' 100 MPH 110 MPH ___ 73'-10- 12'- s' FOOTING TYPE it SIZE t 30 #/Sl'-L L 7- 0' r- 4' 8'- 1" 7 12'-10' 101- S' 74'- 4' 12'-70' 71' 8'-11" POURED CONCRETE it- 3" 9- 9 12 8" t1- 3' 1 - 4' 3'x_0.026' 8' 10'- 4' 1'-0"X 1'-0'X 1'-0" 29 25 - kn 20 #/S1• L L 13'- 3' t3'- 4' t3'-10' 1s'- 6' t0' 10'- 8` 8'- 9' Iq.- 0" 86 72 t 30 !/S' L. L 10'- 9' Ill-.01 t1'- 6' 12'- 4 71• 10'- 3 8'- 4' i]- 5' t0'- 8' 9'- 9' 1'-4'X 1'-4'X 1-4' 3'xL0.032- 10'- 3' 9'- 4' t'-6'X t'-6'X 2'-O' 163 136 ,y 12' 9'- 9' V_ $' t0'-It' 9'- 9' 8'-11' -X -- 187 156 7 15'- t" 15'- 2" t5'- T i6'- Z' 1'-8'X 1"-8 2' 275 229 1 lid 30 20 %9"L L 12'- 3` 12'- 5' 12'-11' IS- 8' 2"x 6'x 0.01 0.120 S.AA B. 1'-8'X 1'-8'X 2'-6' 1. TOTAL ROOF PANEL 1IYDTH • ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 5; 1T- 2- 14 0 19- 2 1 2 15; 8- Z•-d"X 2'-0`X 2'-0- 346 288 6 15'- 8- 12'- 9' 17- 6" 15- 8' 14- 3 2'-6'X 2"-6'X Z'-6' 463 386 o y 2 THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE LL TABLE GOVERNS. 7 14'- 6' it'-t0' 16`- 2 14'- 6' 13; 3' ,31 TABLE 1 MAXlAIUM SPANS FOR STANDARD ALUMANUM ROOF PANELS OF 8' IS- 7' ti'- i' 15'- 2 IS- 7' 12- 4' PRE-CAST SLAB w/_80/ SACK-CRETE do l�j l OVER SLAB jt i• P 3105 H-28 AHOY 9' 72'- 9' 10'- 5" 14'- 3' i2'- 9' tt'- 8' t'-4'X 1'-4'X 2'-4 117 97 WIND LOADS CAR SCREEN ROOM AND OTHER OPEN BUILDINGS 10" 12'- 1' 9'-tt' t3'- T 12'- t` ii'- 7 O.H. C(AiDiTiON NO O. H. I O.H. 2' O.H. 3' O.H. 11' 11'- 1 9'- S' 12'-1t' 11'- 7' 70'- 6'" ANCHOR ALLOWABLE LOADS AND MAX LOIN AREA FOR ANCHORS 3" : 0.aZ6' 100 MPH wL t5'-ii' 76'- 1'- 16'- 5' IT- 0" 12' t0'- 3" 9- o" 12`- 4' 10'- 3' t0'- 1 ANCHORS INTO W000 FOR OPEN BUILDi l 110 MPH W.L. 14'- 3' 14' 5' 14' 10' 15'- 6" 2'x 7"x o.os2'x Q12o' SMB. 120 MPH wL /3'- O` 13'- �- t3'- 7 14'- 4' tr- 9' 14'- 6' 19'-1t' /7- 9" 16'- 3• ALLOWABLE LOAD / MAX LOAD AREA (S.F.� O 120 M.P.H LAND L t 16'- 6' 13'- 5' tb'- 5' 16'- 6' 15'- 0- 3" x 0.+>,32" 700 MPH W.L 78'-10" 18'-it 19'- 3' 19'- 9- #OF ANCHORS 1 2 3 6 � 110 MPH W.L. t6'-10' t6'-n 17- 4' it-1t` tS'- 5' 12'- T 17- 3` 75'- 5' t4'- t" DIAMETER ANCA EMBEDMENT 720 MPH wL 75'- 4' 15'- 6' 75'-1Y 76'- E. 9. 14'- 6' 71'-t0' t6'- 3' 74'- 6` 73'- S LIVE L0.11D All BUILDING TYPES 10' t3'- 9' 11'- 3' t5- 5" 13'- 9' 12'- 9` && O.H. CONDITION NO O.H. 1' O H.. 2' O H. 3' O.H. 11' 13- 1' t0'- 9' 14'- 8" 13'- 1' 12'- 0' 1/4' x I' 264#j13 S F. S2$//2� S F. T92i/38 S F. ti trh t 3' x 0.1326' 20 LL 12' 12'- T 70- 3� 74�- 1' t2'- T 11'- 0' / 9 S.F. 1,3202#/ S.F. 7.1 SF. !/SF 16'- t' 16'- 2' 16'- T 1T- T" t3• 12'- t' 9'-10 t3- 6" t2'- t' 11'- 6- 1/4' x 2 1/2' #�/3 >�� S.F. 13'- i' IS- S' IS- 8' 14'- 5' i/ 'S.F. 7. 300/Sf�LL 14' It'- 8" 9 6' 13'- 0' 11'- 8' 10'- r t 3' x 0.1332' 20#/SF LL 18'- 4- 18'- S' 18'- 9' 19'- 3• 2'x 7'x 0.01 0.138' S.Y.B. 5/16' x 1' 3120/15 SF. 6240/ S.F. 936i/4S S.F. r � 30#/SF_LL 14`-11' t5'- 1' t5'- 6' 16'- t- S/16' x 1 ij2 48$0/22 S.F. 936!/ S.F. 1.4040/67 S.F. 9 # ,a. . 6` 1$'- 4 15'- D' 20'- 6' 1$'- 4' t6'- 9' Ili r ' i. TOTAL ROOF PANEL WIDTH - ROOM WIDTH PWS WALL WIDTH PLUS OVERHANG. 7• 17'- 0' 13'-1t' 19'- 0" 17- 0' 15'- 6' 5/16' x 2 1/2' 7800/37 S.F. 1,5600/70( S.F. 2,3400/111 SF. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. g tS'-11' 13'- 0' 17- 9" 15 14'- 6' 9' 15- 0' 12'- 3- 16:- 9" 15- 0` 13'- 8' 3/8' x 1' 350/17.SF. 712!/314 S.F. 1.06$#/34 ST TABLE 11:.MAXAHUM SPANS FOR INDUSTRY STANDARD ALUMINUM COMPOSITE ROOF 10• 14'-10- IV- 7' 15'-11' 14'- 3' 73'- 0- PANELS W/3105-H74/H-25 ALUMINUM ALLOY SHEATHING k 1.01 EPS COW t7• i3'_ 7' 11'- 1' t5'- 2" 73'- T 12'- 4- 3/8- x 1 1/2` 5340/25 S.F. t.06$ij5h S.F. t .670/76 S.F. x 8900/42 S.F. 1,780#/85 S.F. 2.6700/167 S F. +, WIND LOADS 72' IS- 0' 10'- 7' 14'- 6' 73'- 01 11'-t0" 3/8' 2 1/2' CARPORTS, SCREEN 8 VINYL ROOMS. AND OTHER OPEN BUILDINGS. 13' 12'- 6" 15- 2' 13`-iT' 12'- 6' 11'- 5" le h O.N. CONDITION NO O.H. 1' O.N. 2' O.H. S O.H. 14' 11'- T 9'-10' 13'- S' t?'- T t0'-11 3'x 0.026` 700 MPH W.L 15- 4' 15'- 6" 75'- 70" 16'- 6' 2'x 8"x 0.072'x 0.224' S M B ANCHORS INTO CONCRETE FOR OPEN BUIL5 d y 110 MPH'W.L. 13'- 9' IS- 11' 14'- 4- 15'- 0` 7 21'- 9' 1T- 9' 24'- 4` 21'- 9' 19'-11 a' 120 MPH WL 12'- 6' t2' 8' t3- 2' 13- tt' 8' 20'- 4; 16'- 7' 2T_ 9" 2Q'- 4' 1 7' ALLOWABLE LOAD / MAX LOAD AREA (SF O 120 M.P H WAND L 8. 79'- 2 15;- 21 6" 19- 2` 1T- 6' # OF ANCHORS 1 2 3 } .. 3'x 0.032' 100 MPH W.L. 76'- 8- t6'- 9" 17- 2" tr- 9" t0 18_ 2 14-10 20- 4' 18- Z: 16'_- 7' pA>rtETFR AJICiORx EMl>IEEDMENT t/0 MPH W.L t3'- 11 13'- 9' 14'- 2' 14'- t0' 7' 18'- T 16- T 15=1 2' / /2� Li 14*- tI- 17- 4 /4'- Y 19'- 5' IT- 4 1 4' x 1 1 7570/36 S.F. 1,514#/31TjSF. 2,271//708 S.F. �k, 20 72' t6'- T 13'- t4- 7. } t 4'x 0.026' 100 MPH Vi 15' 8' 15- 10' 16'- 2" i6'- 10` 16'- 0' 13'- 0` 17-f0' 16'- 0` 110 MPH W.L. t4'- 0' 14'- 2- 14'- 7" 15'- 3' 14' 15'- 5" 12'- 7' tr- 2' 15'- 5" 14'- d' 3/8' x 1 7/2' 1,0500/50 SF. 2.1140/5,% 5F. 3.1710j151 SF. 120 MPH W.L 12'- 10' IS- 0' IS- 5` 14'- 2' l � 2'x 9'x 0.072'x 0.224' S.M.S. 4'x 0.032' 100 YPH J_ 18'- 8` t8' 10' 19'- 1' 19'- 7' T 24'- Y 1 27- 0-24- 2 22'- 1 1/2' x 2 1/4' 1.443#/69 S.F. 2.W60/l* S.F. 4,329#/206 S-F. P t Yl p` 110 MPH W.L. 16'- 9' t6'- 10' 17- 2- 1T- 9' 8' 22'- 7' t8'- 6' ZS'- 3" 32'- 7 20- 8' 120 MPH W.L. 75'- 3' 15'- 4' 1S'- 9" 16'- 4' 9' 21'- 4' 1r- 5' 23'-10' 2t'- 4' i9'- 6' yt{ jii LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) 10' 20'- 3- 16'- 6' Z2'- 7' 20'- 3- 18'- 6' THROUGH BOLTS POST TO BEAM FOR OPE1Iy BUILDING ALL BlA'LDING TYPES il' 19'- 3' 15'- 9' 2t- 6' 19'- 3" IT- 7' 12' 1$'- 5" t5'- 1' 20'- 8- 18'- 5- i6'-10' ALLOWABLE LOAD / MAX LOAD AREA (S.Fb O 120 M.P.H. WIND L .; 3'x 0.026' 22!/SF IS- t' IS- 2' t3'- 8' t4'- 5- _ _ d k { 32#/SF 10'- 10" 11'- 0` 11'- 6' 12'- S' 14• jT- 9' 13'-1 g• i9-10- 11r-i9` .16'- s--7' i OF TER ARS F 3'x 0.032% ` 22//SF t4'- 2- 74'- 4' 14'- 9' t5'- S` DIAMETER ANG'HORz (LENGTH POST TMkNE55 + 7/2"} ti 32!/SF 11'- 9' 11'- II_ 12'- 5" IS- 2" 2'x 9`x 0.072'x 0.310" SMB. _ T 26'-71" 21'-11 30'- 1' 26'-11' 24'- 7' 4"x 0.026` 22f/SF t3'- 5' 13'- 6" 14'- 0` 14'- 8' _ 21'-t1' 1/4' x t+t/2` 2.356//112 S.F. 4.7,012#/213 S.F. 7. g' 25- 2' 20,' 6- 28'- 2' 25`- 2; ' t 32!/SF I i'- t' i i'- 3" i 1'- 9` 12'- 7' 9' `3.- 9 i8- 4" 25'- 6' ^3- 9 �4._ 6. 3/$' x t+t/2" 5.300//252 S.F. tQ►fb00i/`- S.F. li 10' 2?'- 6' T. - FI- j 4'x 0.032' 22//SF 15'- 77' 16'- 0' 16'- S' 1T- 0' 11' 21- S; /T- 6" 24'- 0- 21- 5, i/2` x ttl/2` 9.426#/449 32i/SF t3'- 2' t3'- 4' t3'- 9" 14'- 6' t9- T' S.F. t� 20'- 6 16'- 9' 22'-tt 20'- 6 t - 9` T' i" 19'- 9" 0' A .( 1. TOTAL ROOF PANEL VADTH - ROOM WIDTH + WALL WIDTH + OVERHANG. ?3' 19'- 9' 16'- 6 2- Prk 2. THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN. 14' 19'- 0` 15'- 6' 21'- 3' 19'- 0' t 7- 4' k t ��" �{9 :a ..; .�+ a # i 1� , .F,. , MANUFACTURERS PROPRIETARY SUPPLIES rSTEM PRODUCTS 1L MA)OMUM ROOF SPANS FOR STRUCTALL BUILDING w ALUWNUM SHEATHING FOR ROYAL ALUWNUM SUPER PAN PANELS OF TABLE ALUMINUM COMPOSITE PANELS STANDARDRE PANEL / TABU t: MAJOIIUM SPANS 3105-N14/H-25 ALLOY 1.0 EPS CORE DENSITY F v r r 3105 H-28 ALLOY NGS VOIND k VINYL ft001/ CARPORTS. AND OTHER OPEN�U�- o - ' j: 7MND LOADS OTHt7t OPEN BUeDINGS o_o H. tt VINYL ROOMS. 3'x o.6i,g'_�..----14._ ,. u•- g- ,s'- 1 ,s•- g- 13'- 11' 8 CARPORn, scREEr+ t3'- 4' 100 MIRK w L 13'_ g• t4- 8r' ND O. H. 1. 0. H. 2' O. H 3 O. H. 110 W W.L 12'_ 6' 13'- F i O H CONDITION _ IV-11 12'- 4' a r { 11 2-1/2•x 0.022 14.- g. 14•_11- iS- 4 18'- 3` 18'- 9. r 100 MPH W. L tj._ 4. i3•_t0' 14'- 6" 3'x 0.04 ` 110 MPH NI L t3'- 3' 12'- 8' 17- 9' 1T- 14" 4' i3'- 6. tY. 1_ 16•- g• 1T- I' 1. 120 MP_H W. L 2'- ,` 72'- 3" _ 10 � W. L i6'- 3' 15_ 2• 15- 7' 16'- 2' Yt a14 2-1/2 x 0.028• - 1' T�'- 5 18•- 0 120 MW W. L is 0- { 100 MPH W. L 16:-71- IT- �, t6•_ 4- 2. 21•_ 0. 21._ 6• 5- 2' 13- 3' 1S'- 3': O 2p•_ 7- 20.- 9` 19'- 10 r a ,10 MPH W. L 100 MIEN 18'- ii- 19'- 4 14'- S' 15'- 1- w L IS-70' t4'- 0" t8'- 10' 1T- 6• 1T- 10' 18'- 6' I ' 120 MPH W. L W. L 2-1/2'x 0.030•_ t8.- 9. ito M W. L 17'- S' �1: too MPH W. L 17-- 9` 17-_70- 18- 2" 12() MIPH & t 110 MPH W. L 15'-17` 16'- 0' t6'- 4' 17-- 0' � LIvE LOAD ac OR/SNOW LOAD (INCLUDES 2 //SF DEAD LOAD) 120 MPH w L 14'- 6' t4'- T 15'- 0' t5' 8` ALLL9fING TYPES t3'- S' % _ 3'x 00L 12'- 2' 12'- 8 g- 2_7/2'x 0.036' 19'- 6' 20'- 0' tp_ g- it•- p MPH w L 191 ,' t9'- 2` 22/ tp•_ p- 10.- 9- g•_ 7- '( t 110 MPH W. L 1T- 1' 7T- 2' 1T- 6' 16_ 320 T_ 6• _ 120 MPH W. L 75'- T t5'- 8" 16'- 1' S7� OZ4- i 3'x t 14_ 8- T' ALL BtAIDtNG TYPES - LIVE LOAD 22� 12•_ 2 12'- 4 t2•- 10 it• { ll CONDITION IND 0. .N. 1. 0. H. 2' O. H. 3' 0. H. 32# 9•_ i• g'_ 4• 9'- i1' t0'- ��f a O.H. CDN _ _ 57# 2-t 2'x 0.022' .I ' `r / 14_tp' 1S•- 3 75'-10 j'x ;032' 17-- 2" "74'- 8' 77-- 0' _ 5• 20 // L L- t2'- 2" t2'- 8" t3- 5' 15'- € 30 11/SF L L 12'- 0 ,4'- 2` 14 8` 22�/ 14'- 3' t2'- 4' tt'- 5' / tT- 4' 7T-1,' 'Ir 2-1/2'x o.028'.i6,_t0- 17-- 0 ts'- o. sib 70'- g' to•- 70' - 20 11/SF L. L 13'- 9' 13'-tt' 14'- 4' WMA LOADS CARPORTS, AND OTHER OPEN BlltLDINGS _3•_p,H._ f i � 30 ti/SF 0 030' 1 _ 8• SCAN 8 VINYL ROOM NO_O.H._ 1'_O.H. 2_O.H. 2-1/2% IT- 9" ,8- 7` 8 4-x ---- 18•- 5' 20 �/$f L L 17,- 8" 14'- 6' 14'-17" 75- Y 100' W. L Is*- 0' IT- 6' *. 30 /SF L L 74- S' t,0 IMPN w. L t6'- 5- 16'- 1 t5_ 118- t6'- 4` 2-7/2"x 0.036 t9'- 7` t9'- 5" 19'-11" t201►M 7K.L 75- 2" 75•- 47.li + 20 //SF L. L 7g'- O 16'- o' 16'- T` (4,.024" 6" 21'- 0• 15'- Y 20.- 3` 30 //SF L L 15'- 6R11PH W. L �'- 7• 18'- 9, ig'- 4. MADTH PLUS WALL WIDTH PLUS w. L. 18'- 4' 18�' 6� 18'- 0' Ii t. TOTAL ROOF PANEL WIDTH ROOM 1101 W. L 17-_ t' 17- 6 IT- 0 OVERHANG 4 € 2- 21- 5' 21'- 6" 22'- � I WIND LOAD TABLE OR THE LIVE LOAD r, y THE SMALLEST VALUE OF THE 4" 21'- 4" - TABLE GOVERNS. tOd gMPH W. 4 19._ 5- 19'- 10" !1 d . # 11C1�tMPH W..L 18'_ 1- 1$' S' 19'- p• 112tD:MPH ML L 0' DEAD LOAD) p0 + LIVE LOAD !c OR/SNOW LOAD (INCLUDES 2 !/SF rrG TYPES 4,0.019' t5•_ p 15'- i` TABLE 1. MA>atrlUM SPANS ALLOY� ROYAL ALUMINUM '1Ar PANELS OF 14•_ 10 13'- 8' l. . 3tO5 H 2 C j � p 12'_ 5- 12'- tt 3 g._ 2" g•_ 5- 10'- 0 tt'- 0• CARPWNW ORTS. SCF & VINYL ROOMS. & OOADSTHER OPEN BUILDINGS 5 24' - 1T- 8" O H CONDITION NO 0. H. 1. 0. H. 2' 0. H. 3. 0. H. 4 /SF t6' T 76•- 9' 17-- t" 13•- 11 14'- 4' 1S'_ p. 0.030` w PANELS 16'- 2- 16._t0- 13- 9' 10,_ 6. tt._ 1.. 11_ t1' 100 MPH W. L t5'- 8 14_tY 14'- T' 15'- 3' S /SF 10' 4" 7- 1 r �' tj•_ p- 13'- 5" 14'- 2' ; �c 0.032' 17-- 4' 17-- g' 1b'- 11 110 MPH W. L t4'- Y 18'- _ 120 MPH W. L 12-10 14'= T 11._ 1- 11'- 7.. 12'- 5 0.034' w PANELS 17--t0' 18'- s' /SF 77-- 6' 10.- 17' 100 MPH W. L i7-- 5' 15- 8' 17--iD' 16'- i' DEAD LOAD) 14'- 4" 75- S' + LIVE LOAD 39 OR/SNOW LOAD (INCLUDES 2 �/SF 110 MPH W. L 15'- T + 120 MPH W. L 14'- 2' BUILDING _ I{ i %' Nc '.nrPEs - LIVE LOAD 6,0 0.019" 1. 17- r t8'- 2. 1T- 17-- 3' IG ; ALL BUILDI 14._ 2- 14'- 4' 14'- 9' 12.- 2• d NO O. H. 1' 0. H. 2' O. H. 3' 0. H. O.H. CONOLTION t0_ 7' t0'- 10' 0.030' W PANELS 15._ 9. 16•_ 1- 16•_ g- 15'- r0 20 // L L 7, 12'-11 13'- 4' 14'- 7 0.024 4' 17-- 11 t6._ p. 30 !/ L L. If- 9 75'- 0 12•- { r 0.034" W PANELS 17•_ g- 18'- 4" 14- 10 t5•- 4• r II� s L i7_ 4' 7T- 5' / 11'- S' 11'- 10" ` 20 ;/ L 14'- 7- 15'- 4" 11'_ t. r I j I 30 /� L L. 14'- 1� 14�- 0 19•_ 1 19'- 7" P 04/SF s ROOM 1MDTH PLUS WALL WIDTH PLUS e•x 0.032' 18'- 9 3 /SF 18- 8 15'- T t5'- 11 16 7" y {} {t, '� p 1. TOTAL ROCIF PANEL M1D7H 15•- 5" 11'- 9' t2._ j. 0' OVERHAN4'' THE WIND LOAD TABLE OR THE LIVE LOAD _V//SF 1Y T _ I 2 THE SMALIEST VALUE OF �I TABLE GOVERNS. VO LOADS ROOMS, CARPORTS AND OTHER OPEN BIALDiNGS j•_O.H._ yl tl EN de VINYL ?'_O.H.r " } x 0 019 �----�10_O.H. 1'_ t- 21'- r_ 1190 MPH W. L 20•- 9" t9�_ 79'- 4' 19' 10 + 171 W. L_ t8- 11' 17._ 8' 6. C 1 10 MPH tT- 6" 0 -- it r 110 MPH W. L J s ° �' ®'x 0.024- 21'- 8" 2t'- 9' 22•- 1' 22'- $. 1 MPH W. L 19'- 17' �•_ 2• 20•- j��0 MPH W. L. t8'- 4. t8•_ 5• t8'- 9' t9�' 3` �x 0.032'_ g- 22'- it' 23'- 4 t 1� MPH W. L Y2'- Y 20'- 8' 21'- 0' 21' 6 11;10 MPH W. L 20'- T t9'- 2' 6" 20'- p• c '' 7t2O MPH W. L. 1 �• 4