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Plans MOUNRNC HOLE Z �� 144 FOR 114 TEN SCREW W�� K n O m V [12] OVERALL 144 r w [ 12 ' O4 RAFTER PRESSURE e 2 I,, H. CAP (ITEM 60 -03) RAFTER Zr: o ri n cl EXTRUSION f• 20 3/8 NTS PANEL I- ON CENTER --{ POLY CARBONATE (ITEM 60 -01) 4 Q O N N Z /A PONE I I a W XX Z 10 T�8 E R CA , - It w O 2,75 • 1D wF1E NP �y \ �.� I I I I I 4 0 �� 4 5 I �5 - T. POL ` �7_ /i /i /i /i // /i /i GLITTER ' HI o ■ '_. - __�'� 1 I WO I 1 1 - 1 .O I 9 1 -• 1 L H I I UTTER EXTRUSION -E7 `\� I I I (ITEM 60 -O8) 1 O , `� ______ `- 12 SEE DETAIL D 1 . I • `` _ ,. L CANOPY 51 nPF 101 5/8 �'��' BRACKET L SEE DETAIL A - 144 GUTTER LENGTH 0 NEOPRENE :• S �, /74.]/4' S X^111 _ —� NH TEK $CR W SEE DETAIL B CASKET s•.� / RAFTER (ITEM 16 -18) O (ITEM 60 -33) 3 X 5 X ] ALUM. TRANSFER U PLATE 1/4' SS NUT 1 /4' SS NUT AND BOLT ASSEMBLY 0 AND BOLT ASSEMBLY (ITEM 60- 17/60 -21) (ITEM 60- 17/60 -21) - • r RUBBER WASHER L I/4' ALUM. (ITEM 60 -10) =. '� RARER BRACE it s a I- r NOTE: � I „ 'I d o ,, 10 H I4 /4 5CREW SEE SHEET 2 FOR FABRICATION (ITEM 16 -18) DETAIL A w & ASSEMBLIES SCALE 1:2 o N o Z (i) W C: E OD ► ,, 99 0 ., SUBMITTAL ANC NUT ASSEMBLY (ITEM 60- 17/60 -21) _ . •� i I 1/4' SS NUT PROPRIETARY AND CONFlDENTUL AND BOLT ASM B LY od O (ITEM 60- I7/6D -21) - n II IIHnON CONIAWED W nay U = • • ': RAFTER FACE COVER 114 "xl 3/4 55 RUBBER B WASHER SE DRAWNG b nIE SOLE PROPERTY Oi SKY 4 (ITEM 60 -02) GLAZING TAPE FLAT HEAD SCREW PATIO IN . � (ITEM 16 -ON) (ITEM 60 -10) - N PART OR AS A WHOLE WITHOUT ry WRITTEN PERM651OH OF SKY VUE PATIO // '' - _ _ ONUS IS PROHIBITED. rt..... 4....... 1 ! .. WillI■ ■IME .../1■11•■ ' �14. _. ^ ALUM.3TRANSFER t. k7 ' 0 = _° 1/4" SS NUT ���, • 1/4' SS NUT AND BOLT ASSEMBLY `.' _ AND BOLT ASSEMBLY 1 /4' ALUM. (ITEM 60- 17/60 -21) - %J `y` (ITEM 60- 17/60 -21) - 1 GUTTER BRACE RUBBER WASHER RUBBER WASHER =+ .i' (ITEM 60 -10) HARDWARE PARTS LIST SMALL PARTS LIST EXTRUSION PARTS LIST (ITEM 60-10) I), - PART / NAME OTY PART / NAME OTY PART / NAME OTY LENGTH INTERNAL STEEL ' GABLE BRACKET ®14x3/4" SS 5 NEOPRENE 1 THICK /16 16 -18 ` 52 38 -13 ® 4 60 -08 GUTTER 2 SEE FAB DETAIL 3/8 -16 X 1' SS -� II 114.3/4' S5 _II HH TEK SCREW CASKET }x HEX HEM BOLT • !� HH TEK SCREW WITH WASHER • DETAIL D (REM 16 -18) 60 -17 II BOLT 1/4 -201[5/8 38 38 -06 5x5 NEOPRENE 4 60 -01 ® RAFTER 16 SEE FAB DETAIL BUTTON CAP (40) SCALE 1 :2 SCALE 12 SS 316 GASKET 1/16 THICK BOL3 /4 -20 .2 32 60 -12 p EVER END PLATE 2 60 -03 •= ,.PRPLATE• ESSURE 18 70 3/4 E:D 60 -21 -. HEX NUT 1/4-20 70 60 -13 CUTTER END PLATE 2 60 -02 r, COVE FACE R• I6 SEE FAB DETAIL RIGHT 60 -10 • RUBBER WASHER 24 60 -33 RAFTER BRACKET 16 32 -02 CITY F TYGARD U ❑ POST 4 120 I/2' 16 -07 •• 11003/4" SS 8 — ■ GABLE BRACKET 8 60 -16 • EPDM , }7B. Approved ...r(.1. .• K � O- FLAT HEAD SCREW GASKET. C ii d [ 1 Follow ZO 14%3/4 5 S HEAD SCREW PLATE TRANSFER •SWt1 E%IRU90M5 ARE NOT TO SCALE FOR Cl/4a11' , S,B See Letter t0• Follo .... [ J 16 -14 T RU5 A 128 04 -01 © TRUSS LATE 4 J ` r 4 0 11x 55 16 -OB ' 54 BASE PLATE 4 - FLAT 4 " H }/4 EA D SCREW 32 04 -02 0 P _ A he B UTT ON CAP - l .. •• • - SIO ' 0 0 16 -32 _ (COLOR MATCHED) 156 NOTCH B P210R TO NOTCH BENDING AID 1/2 Per Nu ber. 16 -25 CI 1/4" ID BUTTON 140 19 3/4 e3 /8 10 Add l' _ �,��� O Z O CAP WASHER PANEL WIDTH r 5 / 8 4 1/2 B�/ �� i�,. DA �� 16 -26 2 3/8" ID BUTTON i6 t I� } [ I 4 GIP WASHER -i z 0 o LL O • — 70 7/8 4- 3/B O N ~ O 3/8 3/4" O5 „ \ 1 LAG SCREW 0 VERIFY MOUNTIN CUTTER BEND RIDGE BEND l r 3,4 z l U - SURFACE TO \ 1 / 16 - 0 Y u 3/8"x3 3/4" SS DETERMINE WHICH ELI z U a / / REOUIRED - - OFFICE COPY a c7 a 0 02 -01 O ANCHOR IS REQU WEDGE ANCHOR _ I IB 7/8 INSIDE . I 7 60' // - - 7 6.D / d GLAZING TAPE 14FT 20 3/B RAFTER 19 3/4 x 72 .j /4 POLYCARBONATE PANEL !!! /// ON CENTER SPACING 14 REVD PROJECT NUMBER TYPICAL RAFTER / PANEL SPAN n so� TINT ncLEAR SHEET ISSUED REVISION 1 of 1 0 __ ,. .ii„, ,... ROVED �� • 1, . i �_ ■ ;+ \ 1� < . Stripping Arco III � I e f a � s _ a - : �, rn CS 40 — * `�'elR i ;f1 � � 'C7 v i� Asphalt Staging Area APR 19 2011 • F TIGFtD __ £ x t g. SS Lin i� y �'� 6" Engineered Wood • CITY 0 VISION � � Q Fiber . (215 cr) BUILDING DIVISION c Instal! Cleonout �� Point of Connection y' �; 44,0 44,0 !M 4,91' � _ ^ ^ Clean A 2" oI = 0 I v �.Y.'° r �`W� F.tO I ( ) :!�w�.� 50 CY Water Meter �� - n Lnk Receptacle and Bock W Cnnstn[et ' ,q \ ` I l Nonwoven Fence w/Bogs es Device Conc. Slob. See y A�iE - U , j, \ J ` (8 Section t0 S Section Fabric E mom 94R l F 5' ' 1 ' 1 Dog Pork 0 Toll Block / j +V ■ • • 9 e° • • . - Vin - Coated f �'�� +■+w+ft■ N.T.S. 4° Conc. / AD4 Parking Stoll • I � - Concrete Wolk: Chain-Link ■ (1,200 SF) k f S corn Per Deto %l Chainence �: ;'�. ■�::::�1■�e'r.� Ile 9 1 \ 1 - v..••∎ •■ ■O ■.! . \! C� -- ' ■ till " • •,i - [ 1 1 1 1 1 .s - - - - : 2 of -0 � ��, � '.\ �—� , Inamely :J 1 `' Rock F Directly Over 1 1 : �� �� !� w: Clean Agg. \ 10 „ - ✓ 4 4:1,� + � ��� 4 Remoinin9 Aggregate 1 1 _ _ ` f� � + �� w + e C% to ! \ L Nonwoven Geotextile Fabric I � ' ; � � �• \• +. ,i,e ''Q l nstoll • Ouonit included in . allb- / aa, *j ar�+r+ 3 f / � > : Dog Pork 1 Pa Y Dog l�. ` O �, 1 �� �■'� % �'; Sign 1 Pork Section) r. �1,�, v'fl 1 ro' Wide ' �`�l i g i k � • ,�� \ Slob /wo /k Section Maintenance ` ' ' ` � ' . \ `` �� - �r ii i ' j f a \ N.T.S. . . . . .. . Access �, stall 2 * r �r t ,i Q :. r 4. (Double Gate) •a Tol% 4 de l f� �r a �;; l �R , f r i � �' h , , Abbreviations: • . - . Dotes - • ` I ` Z. �i l �//�r , ;[ 1 71 � A99. - Aggregate Comb %not %o - 20 • \fi t 4 '�l,y Conc. _ Concrete - - ytitiy' - - �!' ,�1 � � > � LF Existing Drinking/i. . • v GS , �!'._r-ei - %» l f Drinki - • rid - , - • �� \ • ' �� • � �_ ` ? e + � r � + i ' LF - L eo eet on • $hru • _ :�, \0j r e p its : �1 - SS - Sanitary Install Fe c %n • - I�� • 1 a, : \ �lssmb/y 1 Copper ) :. , �Ge3 Tobin ZB LF Line 10, —.r � I�b \14, m RW - Right-of-Way • Remain. Ci to Trim Shrub 9 to ( l.�_ r • Line Prior to Cp Fountain - .. • r � ` 1 e ��.I • 11 r - - +R• C - E op Cu o Shot lev Surface - I I - •.. - - - - • - - Drain- with- Goly: feel - - - . - Sec: Area c w = �+ � + e� ' ; a AC - Exfg. Asphalt Elev Restoration . - Install - - 4'. - - rant 4 " -PIIC .3034 to Exi . �. - -- r pog Pork Area (73.020 SF2 Amenity Service Line a • - ' d 0 �� Exist. AC re Stoging Areo:4,850 SF ' ' Grassy Area: 8,170 SF , ���� ' -' / Benches w/o Bock. tt ♦ �o , • - - . - ® - � 1 �.; Bench w B ock. s / a ` III�L�� I ,�I��� "S Benches to be < ,��F Notes; Bench w/ Bock y " , 1 , - = � I i I1, Provided by City Gross Area - 2 C " " ' 22' O 1. Concrete Slob and Walk Per It Strip Depth. - - - — _'� - Sun Shelter to 7 City Deto%I No. 102 Y %. - - ; l.i l i � be In stalled b �3�• Y O ''� . � � - 0 - - • • • -e - Others ` \ w• /Vat -A -Part of fAis Change ]!3,'� 44i ` I I�I■■ O. „ � 0 ' i 3. rderKod l 10 u P roprty i fountain Assembly Complete. W Line 0 27. 1 ,� ::'' ; ■■� ■■ Fountain to be Provided by City. h .. • ` ` ` O p ” : :: : � : ° Proed by City and Installed v vid ° isi a Approved Equa ' ' [ Build %n ° a to be Planted b Manhole . Riser • , " by Shelter Slob. See Wall Q ' :� by Kodiak. PUBLIC Kodiak This Sheet for ■ i■■ 5. Bench Structures to be N k WORKS Sections. Bury Half Section Remain %n • = oulders o be Assembled by City and Provided of the Section >, o Placed along Edge of y to Kodiak for Installation. YARD Kiosk for rs & ia' Donation Box to be City Bldg Wall. to placement Transplanted from gill 6. Cit to Install "No p p Trans I ;,, Smoking/No Food" Signs on 9/N 9 a N Installed by C Ash Ave ■■ Perimeter Fence. - I. ■iuu R ' 7. Hydrant Amenity to be Il it U Provided by City w • r o 18 4 - Bench Notes: x . l dl2td Dog Pork Layout Revised on March 16, 2011 Per City Comments 1. 39 SF or 0.7CY 6.--1,1 : 6; I 6 w Concrete Per Sl " _n NEW BURNHAM STREET FI B �. ' X71 2. Slob Depth = 6 e2 E �� 3. Red -Head B enches SCALE: 1 = 20 TIG4�, ; 97223 • » a 4 54 Se 4. Bench Footpint: 2 - FILE NO Bench Pod Detail into Slobs " x8 -1 " _—_ f 503-866-5784 DOG PARK LAYOUT NPS . 4 20 l0 0 20 TIGARD " ' �- 1' r E &L Civil Engineering RECEIVED APR 19 2011 29 Sept 2005 Vista Industries, LLC 1200 West 8th Street CITY OFTIGARD Vancouver, WA 98660 BUILDING DIVISION SUBJ: CLEAR -VUE® PATIO COVER /CANOPY I have reviewed the design and construction of the patio covers detailed herein. As demonstrated in the attached calculations the patio covers when constructed in accordance with the attached details meet or exceed the requirements of the 1997 Uniform Building Code (UBC), 2001 and 2003 International Building Codes and the 2000 and 2005 Aluminum Design Manuals. The design loading is in accordance with UBC Appendix Chapter 31 Division III and IBC Appendix I. Design Loading: 10 psf Live Load 100 lb point load on any roof member at any location (UBC 1607.4.4 for green houses.) Not concurrent with maximum snow load. Wind Load 120 mph Exposure B, 3 sec. Snow load 0 to 60 psf in accordance with the span tables. Seismic - since structural weight is under 2 psf seismic loading can be considered insignificant since wind loading is much greater for all applications. The attached Roof Span /Loading Tables indicate the maximum allowable snow load for a given rafter length and post spacing. Use the Single Span table when only 2 posts are used and the Multiple Span table when 3 or more posts are used. Use the Cantilevered ends table to determine the allowable snow load for a given cantilever Iength and rafter span. Loads up to 100 lbs each may be hung at any location on any rafter. Multiple smaller hanging loads up to 100 lbs total per rafter may be hung on each rafter. The hanging loads may not be concurrent with snow loads exceeding 10 psf. When higher snow loads are anticipated the hanging loads should be removed. For splices in the support beam: Splice shall be made in accordance with the splice design herein. Splices shall be permitted only when 3 or more posts are used. There shall be a minimum of 2 posts more than the number of splices used. For example if there is 4 posts used there may be 3 beam members with two splices. All splices shall be in 4508 Park Lane NW 253- 858 -0855 Gig Harbor, WA 98335 E &L Civil Engineering accordance with the details shown herein. The roof pitch can be any desired pitch up to 6:12 provided the rafter's horizontal projected length does not exceed the specified length. For snow loads greater than 50 psf roof panels shall be 0.118 inch thick polycarbonate. Snow loads less than 50 psf may use 0.093 inch thick polycarbonate. For snow loads less than 30 psf the posts may bear directly on a concrete slab with a minimum thickness of 4 inches. For greater snow loads the slab shall be thickened to 6 inches for 16 inches square at each post location. If placed on independent footings (no slab) the footings shall have a minimum bearing area of 1 square foot up to 30 psf snow load and 16" square for snow loads of 30 to 60 psf. The minimum footing weight shall be 500 lbs per footing for tributary areas s 40 sf and 900 lbs for tributary areas of 40sf < A s 72 sf. Typical installation is to attach the upper side of the canopy structure to a building wall. Rafter span shall be taken as the horizontal distance from the supporting wall ledger to the centerline of the supporting box beam or inner face of the gutter beam. The canopy may be installed as a mono -slope free standing roof as shown in the attached calculations. Material type for rafters and posts shall be Aluminum alloy type 6005 T5 or 6061 T6. Beams, ledgers and other extrusions may be these alloys or 6063 T6. All screws and bolts shall be either 304 or 316 stainless steel or hot dipped galvanized. Refer to following Structural Calculations for additional information. Edward Robison, P.E. Q' 1 8195PE t 6f/ I ORRGOw O� , %F �• 6, A`e M9,9 •r' r xr V /tort f- Free standing mono -slope roof: The canopy components may be used to construct a free standing mono -slope roof. The free standing roof is constructed using box beam at the upper side and either a box beam or gutter beam at the lower side. Roof pitch can vary from 1/4" per foot to 6" per foot. The allowable rafter and beam spans are the same as for the attached canopy. Allowable lateral loads shall be calculated the same as previously shown using the tallest post height for h. Example: Determine allowable loading on a 12' x 12' canopy constructed with box beams N H 2''O" and 2' overhang all around. T a BEAM d► 12'-0° T 4 co o 1 -■ BEAM 4 I N 11 j Rafter span = 8' and box beam span = 8' From Table E the allowable load = 50.1 psf For posts mounted to concrete with base plates determine allowable lateral load: a, 12' *0.46' =5.52sf or a, = 12' *(0.33+0.25 +1.5') = 24.96 sf For base plate mounted posts with box beam: w = (21,000# " /96)/(24.96sf/4) = 35.0 psf Therefore lateral load will only control when wind load exceeds 35.0 psf. t 1 e5 ` .4411, 0 I f o t o �AEGaN 6XID 1 -r r ClearVue Patio Covers Span Tables Single Span <2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Post Spacing Rafter span feet end reaction ft 8 8.42 - 8.5 9 9.5 10 10.5 11.5 - " 12 12.67 • 14.25 lbs 8 60 55 50 45 40 35 30 • 25 • . 20 16 10 562 8.5 60 55 50 45 40 35 " 30 25' ' 20 16 10 498 9 60 55 SO • 45 40 35 30 25 •,. 20 16 10 - 444 9.5 60 55 50 45 40 35' 30 25. ". 20 16 . 10 398 10 54 51 50 45 40• 35 30- 25 20 - 16 • 10 ' 359 10.5 49 46 46 43 40 35 30 25 20 -16 10 326 11 45 42 42 40 38 35 ' 30 25 ` 20 16 10 297 11.5 41 39 38 36 34 33 30 25 • 20 16 10 272 12 37 36 35 33 32 30 29 ' 25' 20 16 10 250 12.5 34 33 32 31 29 28 26 - 24 . 20 16 10 230 13 32 30 30 28 27 26 24 22 " 20 16 10 213 13.5 30 28 28 26 25 24 23 21 • 20 16 10 197 14 27 26 26 24 23 22 21 19 18 - 16 10 183 14.5 26 24 24 23 22 21 20 18 17 16 10 171 15 24 23 23 21 20 19 18 17 .; . 16 15 10 160 15.5 22 21 21 20 19 18 17. 16 - 15 14 10 150 16 _ 21 20 20 19 18 17 16 15 • 14 13 10 140 • Multiple Spans <2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Post Spacing Rafter span feet - end reaction ft 8 8.42 8.5 9 9.5 10 10.5 _ 11.5 12 12.67 14.25 lbs 8 60 55 50 45 40 35 30 25 • • 20 16 10 734 8.5 60 55 50 45 40 35 - 30 25 20 16 - 10 650 - 9 - 60 55 50 45 40 35 30 25 20 16 10 580 9.5 60 55 50 45 40 35 30 25 - 20 16 10 520 10 60 55 50 45 40 35 30 25 20 16 10 470 10.5 60 55 50 45 40 35 30 25 . 20 16 10 426 11 58 55 50 45 40 35 30 25 20 16 10 388 11.5 53' 51 50 45 40 35 30 25 20 16 10 355 12 49 46 46 43 40 35 30 25 20 16 10 326 12.5 44 42 41 39 37. 35 30 25 20 16 10 294 13 39 37 37 - 35 33 31 30 25 20 16 10 262 13.5 35 33 33 31 • 30 28 27 24 20 16 10 234 14 31 30 29 28 26 25 24 - 22 - •20 16 10 209 14.5 _ 28 27 27 25 24 23 22 20 19 16 10 189 15 -- 25 24 24 23 21 20 19 _ 18 17 16 10 170 15.5 23 22 22 21 19 18 18 16 15 15 10 154 16 21 - 20 20 19 18 17 16 15 14 13 10 140 Cantilevered Ends <2:12 Pitch _ • Load/Span Table - Maximum roof snow load (psf) for Rafter span and beam cantilevered past post - Max Rafter Length Rafter span feet - end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 ' 12 12.67 14.25 lbs 1 60 55 50 . 45 40 35 30 25 20 16 10 2696 1.5 60 • 55 50 45 40 _ 35 30 25 - 20 16 10 1797 2 60 55 50 45 40 35 30 25 • 20 16 10 1156 2.5 60 55 50 45 40 35 30 25. 20 16 10 809 3 60 55 50 45. •40 - 35 30 25 20 16 10 623 3.5 60 55 SO 45 40. 35 - 30 25 20 16 10 • 490 4 52 49 49 45 40 35 30 25 - 20 - 16 10 345 • • • ClearVue Patio Covers Span Tables • Single Span Rafters Cantilevered 6 inches past beam <2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Post Spacing _Rafter span feet - • end reaction • ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 8 60 55 50 45 40 35 30 25 20 16 10 562 8.5 60 55 50 45 40 35 30 25 20 16 10 498 9 59 55 50 45 40 35 - 30 25 20 16 10 444 9.5 53 51 50 45 40 35 30 25. 20 16 10 398 10 48 46 45 43 40 35 30 25 20 16 10 359 10.5 43 42 41 39 37 35 30 25 20 16 10 326 11 40 38 38 36 34 32 30 25 20 16 10 297 11.5 36 35 34 _ 33 31 30 28 25 20 16 10 272 12 33 32 32 30 29 27 26 24 20 16 10 250 12.5 31 29 29 28 26 25' 24 22 20 16 10 230 13 28 27 27 26 24 23 22 20 20 16 10 213 13.5 26 25 25 24 23 21 21 19 18 16 10 197 14 24 23 23 22 21 20 19 18 17 16 10 183 14.5 23 22 22 21 20 19 18 16 16 15 10 171 15 21 20 20 19 18 17 17 15 15 14 10 160 15.5 20 19 19 18 17 16 16 14 14 13 10 150 16 19 18 18 17 16 15 15 - 13 13 12 10 140 Multiple Spans Rafters Cantilevered 6 inches past beam <2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Pout Spacing Rafter span feet - end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 i lbs 8 60 - 55 50 45 40 35 30 25 20 16 10 734 8.5 60 50 45 40 35 30 25 20 16 12 10 650 9 60 50 45 40 35 30 25 20 16 12 10 580 9.5 60 50 45 40 • 35 30 25 20 16 12 10 520 10 60 50 45 40 35 30 25 20 16 12 10 470 10.5 57 50 45 40 35 30 25 20 16 12 10 426 11 52 49 45 40 35 30 25 20 16 12 10 388 11.5 47 45 45 40 35 30 25 20 16 _ 12 10 355 12 43 42 41 39 35 30 25 20 16 12 10 326 12.5 39 37 37 35 34 30 25 20 16 '12 10 294 13 35 33 33 31 30 29 25 20 16 12 10 262 13.5 31 30 30 28 27 26 24 20 16 12 10 234 14 28 27 26 25 24 23 22 20 16 12 10 209 14.5 25 24 24 23 22 21 20 18 16 12 10 189 15 23 22 21 20 19 19 18 16 16 12 10 170 15.5 21 20 19 18 18 17 16 15 14 12 10 154 16 19 18 18 17 16 15 15 13 13 12 10 140 Cantilevered Ends Rafters Cantilevered 6 inches past beam <2:12 Pitch Load /Span Table - Maximum roof snow load (psf) for Rafter s and b eam cantilevered past p ost Max Rafter Length Rafter span feet - - _ end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 1 60 55 50 45 40 35 30 25 20 16 10 2696 1.5 60 55 50 45 40 .35 30 25 20 16 10 1797 2 60 55 50 45 40 '35 30 25 20 16 10 1156 2.5 60 55 50 45 40 35 30 25 20 16 10 _ 809 3 60 . 55 50 45 40• 35 30 25 20 16 10 623 3.5 60 55 50 45 40 35 30 25 20 16 10 490 4 46 44 44 41 39 35 30 25 20 16 10 345 I" 1- I / I t . T • ClearVue Patio Covers - Span Tables • Single Span - Rafters cantilevered 2 feet past beam <2:12 Pitch Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Post Spacing Main Rafter span feet end reaction ft 8 8.42 ' 8.5 - 9 9.5 ' • 10 ' 10.5 11.5 12 12.67 14.25 15 lbs 7.5 60 55 50 45 40 35 30 ' 25 20 16 10 5 639 8 56 54 50 45 40 35 30 25 20 16 10 5 562 8.5 50 48 48 45 40 35 30 25 . 20 16 10 5 498 9 44 43 43 41 39 ' • 35 30 25 20 16 10 5 444 9.5 40 38 38 37 35 34 30 25 '' 20 16 10 5 398 10 36 35 34 33 32 31 30 25 - 20 16 10 5 359 10.5 33 '31 31 30 29 28 '27 25 20 16 10 5 326 11 30 29 29 27 26 25 25 23 - 20 - 16 10 5 297 - 11.5 27 26 26 25 24 23 23 21 '. - 20 16 10 5 272 12 25 24 24 23 22 21' 21 19 19 16 10 S 250 12.5 23 22 22 21 20 20 19 18 17 16 10 5 230 13 21 21 20 20 ' 19 18 18 16 `- 16 15 10 5 213 13.5 20 _ 19 19 18 18 17 16 15 • 15 14 10 5 197 14 18 18 18 17 16 16 15 14 14 13 10 5 183 14.5 17 17 16 16 15 ' 15 14. 13 13 12• 10 5 171 15 16 15 15 15 14 14 13 12 12 12 10 5 160 15.5 15 14 14 14 ' 13 13 12 12 11 11 10 5 150 • • Multiple Spans - Rafters cantilevered 2 feet past beam <2:12 Pitch - Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span - Maximum Rafter Post Spacing Main Rafter span feet end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 15 lbs 7.5 60 55 50 45 40 35 30 25 20 16 10 5 835 8 60 55 50 45 40 35 30 25 20 16 10 5 734 8.5 60 55 50 45 40 35 30 • • 25 20 16 • 10 5 650 9 58 55 50 45 40 35 30 25 20 16 10 5 580 9.5 52 50 50 45 40 35 30 25 20 16 10 5 520 10 47 45 45 43 40 35 ' 30 25 . 20 16 10 5 470 10.5 43 41. 41 39 38 35 30 • 25 . 20 16 10 5 - 426 _ 11 39 37 37 36 34 33 30 25 20 16 10 5 388 11.5 35 34 34 33 - 32 _ 30 29 25 20 16 10 5 355 12 33 31 31 30 29 28 27 25 20 16 10 5 326 12.5 29 28 28 27 26 25 -' 24 23 20 16 _ 10 5 294 13 26 25 25 24 23 22 22 20 20 16 10 5 262 13.5 23 23 22 22 21 20 ' 19 18 18 16 10 5 234 14 21 20 20 19 19 18 17 16 16 15 10 5 209 14.5 19 18 18 17 17 16 - 16 15 • • 14 14 10 5 189 • 15 17 16 16 16 15 15 14 13 13 12 10 5 170 15.5 15 • 15 15 14 14 13 13 12 - 12 11 10 5 154 Cantilevered Ends - Rafters cantilevered 2 feet past beam <2:12 Pitch . Load /Span Table ro ble - Maximum of s Rafter now load (psf) for R span and beam cantilevered east post Maximum Rafter Length Rafter span feet - end reaction ft 8 _ 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 1 60 55 50 45 40 35 30 • 25 20 16 10 2696 1.5 60 55 50 45 40 35 30 25 20 16 10 1797 2 60 55 50 45 ' 40 35 30 25 20 16 10 1156 2.5 60 55 50 45 40 35 30 25 ' 20 16 10 809 3 60 55 50 45 40 35 30 25 20 16 10 623 3.5 49 47 47 45 40 35 30 25 20 16 10 490 4 34 33 33 32 31 30 29 25 • 20 16 10 345 ClearVue Patio Covers Span Tables • Single Span - Rafters cantilevered 1' 4" past beam <2:12 Pitch . Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Post Spacing Main Rafter s•an feet end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 15 lbs 7.5 60 55 50 45 40 35 30 25 20 16 10 5 639 8 60 55 50 45 40 35 30 25 20 16 10 5 562 8.5 56 54 ' 50 45 40 35 30 25 20 16 10 5 498 9 50 48 48 45 40 35 30 25 20 16 10 5 444 9.5 45 43 43 41 39 35 30 25 20 16 10 5 398 10 40 39 39 37 35 34 30 25 20 16 10 5• 359 10.5 37 35 35 34 32 - • 31 • 30 25 20 16 10 5 326 11 33 32 32 31 29 28 • 27 25 20 16 10 5 297 11.5 31 29 29 28 27 26 25 23 20 16 10 5 272 12 28 27 27 26 25 24 23 21 20 16 10 5 250 12.5 26 25 25 24 23 22 21 19 19 16 10 5 230 13 24 23 23 22 21 20 19 18 17 16 10 5 213 13.51 22 21 21 20 19 _ 19 18 17 16 15 10 5 197 14 '21 20 •20 19 18 17 17 15 15 14 10 5 183 14.5 19 19 18 18 17 16 16 14 14 13 10 5 171 15 18 - 17 17 16 16 15 15 14 13 13 10 5 160 15.5 17 16 16 15 15 14 14 13 12 12 10 5 150 Multiple Spans, - Rafters cantilevered 1' 4" past beam <2:12 Pitch Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span - Maximum Rafter Post Spacing Main Rafter span feet end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 15 lbs 7.5 60 55 SO 45 40 35 30 25 20 • 16 10 5 835 8 60 55 50 45 40' 35 30 25 20 16 10 5 734 8.5 60 - 55 50 45 40' 35 30 25 20 16 10 5 650 ' 9 60 55 50 45 40 35 30 25 20 16 10 5 580 9.5 58 55 50 45 40 35 30 25 20 16 10 5 520 10 53 51 _ 50 45 40 35 30 25 20 16 10 5 470 10.5 48 46 46 44 40 35 30 25 20 16 10 5 426 11 44 42 42 40 38 35 30 25 20 .16 10 5 388 11.5 40 38 • 38 37 35 34 30 25 20 16 10 5 355 12 37 35 35 34 32 ' 31 30 25 20 16 10 5 326 12.5 33 32 32 30 29 28 27 • 25 20 16 10 5 294 13 29 28 28 27 26 25 24 22 20 16 10 5 262 13.5 26 25 25 24 23 22 21 20 19 16 10 5 234 14 24 23 22 21 21 20 19 18 17 16 10 5 209 14.5 21 20 20 19 19 18 17 16 15 15 10 5 189 15 19 18 18 17 17 16 15 14 14 13 10 5 170 1S.5 17 17 17 16 15 15 14 13 13 12 10 5 . 154 • Cantilevered Ends - Rafters cantilevered 1' 4" past beam <2:12 Pitch Load /Span Table - Maximum roof snw o■load (psf) for Rafter span and beam cantilevered past post Maximum Rafter Length Rafter span feet end reaction ft 8 8.42 8.5 • 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 1 60 55 50 45 40 35 30 25 20 16 10 2696 1.5 60 55 50 45 40 35 30 _ 25 20 16 10 1797 2 60 55 50 45 40 35 30 25 20 16 10 1156 _ 2.5 60 55 50 45 40 35 30 25 20 16 10 809 3 60 55 50 45 40 35 30 25 20 _ 16 10 623 3.5 55 53 SO 45 40 35 30 25 20 16 10 490 4 39 37 37 35_ 34 33 30 25 20 16 10 345 . a T ClearVue Patio Covers Span Tables Single Span >2:12 Pitch Load/Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter . Pon Spacing Rafter span feet _ _ end reaction ft 8.33 - 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs • 8 60 55 50 45 40 - 35 30 25 20 16 10 562 8.5 60 55 SO 45 40 35 30 25 20 16 10 498 " 9 60 55 50 45 40 35 30 25 20 16 10 444 9.5 57 55 SO 45 40 - 35 30 25 20 16 10 398 10 52 50 47 45 40 35 30 25 20 - 16• 10 359 10.5 47 45 43 - 40 38 - 35 30 • 25 20 16 10 326 11 43 _ 41 - 39 37 35 33 30 25 20 16 10 297 11.5 39 38 36 34 ' 32 ' 31 29 25 - 20 16 10 272 12 36 34 33 31 - '29 28 27 25 20 16 10 250 12.5 33 32 30 29 27 26 25 23 20 16 10 230 13 31 29 28 26 25 24 23 21 20 16 10 213 13.5 28 _ 27 26 24 23 _ 22 21 20 19 16 10 197 14 26 25 24 23 21 21 20 18 17 16 10 183 14.5 25 24 23 21 20 19 18 17 16 15 10 171 - 15 - 23 22 21 20 19 18 17 16 15 14 10 - 160 15.5 22 21 20 19 18 17 16 15 14 13 10 150 16 20 19 18 17 16 16 15 14 13 12 10 140 Multiple Spans >2:12 Pitch Load/Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Posi Spacing Rafter span feet end reaction ft 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 • 12.75 13.67 15.82 lbs 8 60 55 50 45 40 35 30 25 20 16 10 734 . • 8.5 60 55 50 45 40 35 30 25 20 16 10 650 9 60 55 50 45 40 - 35 '30 25 • 20 16 10 580 9.5 60 55 50 45 40 _ 35 30 25 20 16 10 520 10 60 55 50 45 40 35 30 25 20 16 10 470 10.5 60 55 50 45 40 35 30 25 20 16 10 426 11 56 54 50 45 40 _ 35 30 25 20 16 10 388 11.5 51 49 47 44 40 _ 35 30 25 20 16 10 355' 12 47 45 43 - 40 38 35 30 25 20 16 10 326 12.5 42 41 39 36 34 33 30 25 20 16 10 294 . - 13 38 36 35 33 31 29 28 25 20 16 10 262 13.5 34 32 31 29 27 26 25 24 20 16 - 10 234 14 30 29 28 26 24 _ 24 22 21 • 20 16 10 - 209 14.5 27 26 25 23 22 21 20 19 18 16 10 189 15 24 23 - 22 21 ' 20 _ 19 18 17 16 15 10 170 . 15.5 22 21 20 19 18 17 - 16 16 14 - - 14 10 154 16 20 19 18 17 16 16 15 14 13 12 10 140 Cantilevered Ends Load /Span Table - Maximum roof snow load (psf) for Rafter span and beam cantilevered past post Max Rafter _ Length Rafter span feet - - • end reaction ft 8.33 8.7 9.08 9.67 10.25 10.67 11.25 - 11.9 12.75 13.67 15.82 lbs 1 60 55 50 45 40 35 30 25 20 16 10 2696 1.5 60 55 50 45 40 _ 35 30 25 20 16 10 1797 2 60 55 _ 50 45 40" 35 30 25 20 16 10 1156 2.5 60 55 _ 50 45 40 35 30 25 20 16 10 809 3 60 55 _ 50 45 40 35 30 25 20 _ 16 10 623 3.5 60 SS 50 45 40 _ 35 30 25 20 16 10 490 4 50 48 46 43 40 35 30 '25 20 16 10 345 • • • • ClearVue Patio Covers Span Tables - Single Span Rafters cantilever 6" past beam >2:12 Pitch Load/Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Post So:wine Rafter span feet end reaction ft 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 8 60 55 50 45 40 35 30 25 20 16 10 562 • 8.5 60 55 50 45' 40 35 30 25 - 20 16 10 498 9 57 55 50 45 40 35 30 25 • 20 • 16 10 444 ' • . 9.5 51 49 47 45 , 40 35 30 25 20 16 10 398 • • 10 46 44 43 40 38 ' 35 30 i 25 20 16 ' 10 , 359 • 10.5 42 - 40 39 37 35 34 30 25 20 •• 16 - 10 , 326 11 38 37 35 33 32 • 31 29 • 25 20 16 - 10 297 11.5 35 • 34 32 t 31 29 28 27 • 25 20 16 ' 10 272 ' 12- 32 • 31 30 28 27 26 24 . 23 20 16 10 250 - - 12.5 30 28 27 26 25 24 23 . 21 20 16 10 230 13 27 26 25 24 23 22 21 20 19 16 10 213 13.5 25 24 23 22 21 - 20 19 18 • 17 . - 16 • 10 197 e - - 14 24 23 22 21 20 • 19 18 • 17 16 • 15 10 183 - 14.5 22 21 20 19 18 18 17 • 16 ' 15 - '14 10 171 p _ - .. 15 21 20 19 18 17 • 16 16 15 • 14 13 10 -160 . - - _ 15.5 19 19 18 - 17 16 15 15 14 13 12 10 150 16 18 17 17 16 15 14 14 13 12 11 10 140 Multiple Spans Rafters cantilever 6" past beam >2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter i Pmt Spacing Rafter span feet end reaction h 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 8 60 55 50 -_ 45 40 35 30 25 20 16 10 734 8.5 60 - 55 50 '45 40 35 30 25 - 20 16 10 650 9 60 55 ' 50 45 40 35 30 25 20 16 10 580 9.5 60 55 50 45 40 35 30 25 20 16 10 520 10 60 55 50 45 40 35 30 25 20 16 10 470 10.5 55 53 50 . 45 40 •35 30 25 20 16 10 426 11 50 48 46 s 44 40 35 30 25 20 16 10 388 11.5 46 44 42 40 40 35 30 25 20 16 10 - 355 12 42 40 39 - 37 40 34 30 25 20 16 10 326 12.5 38 36 35 33 40 30 29 25 20 16 10 294 13 34 32 31 29 38 27 26 24 20 16 10 262 13.5 30 29 28 26 34 24 23 ' 22 20 16 10 234 • 14 27 ' 26 25 24 31 21 20 19 . 18 16 10 209 14.5 24 23 22 21 28 19 19 18 ' •16 15 10 189 15 22 21 20 . 19 25 17 17 16 15 14 10 170 15.5 20 19 18 17 23 16 15 14 13 13 10 154 16 18 17 17 16 20 • 14 14 13 12 11 10 140 " Cantilevered Ends Rafters cantilever 6" past beam - >2:12 Pitch l Load/Span - Maximum roof snow load (psf) for Rafter span and beam cantilevered past post Max Rafter Length Rafter span feet - - end reaction . ft 8.33 - 8.7' 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 1 60 55 50 45 40 35 30 25 20 16 10 2696 1.5 60 55 50 45 40 35 30 25 20 16 10 1797 2 60 55 50 45 40 35 - 30 25 20 16 10 1156 2.5 60 55 50 45 40 35 30 25 20 16 10 809 3 60 55 50 45 40 35 30 25 20 16 10 623 • 3.5 60 55 50 45 40 35 30 25 20 16 10 490 4 44 43 41 39 37 35 30 25 20 16 10 345 t f . ClearVue Patio Covers Span Ta Single Span - Rafters cantilevered 2 feet past beam >2:12 Pitch • - Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Pnst Spacin Main Rafter span feet end reaction ft 7 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 - 12.75 13.67 15.82 lbs 7.5 60 60 55 - 50 45 - 40 35 30' 25 20 16 10 639 8 60 55 53 '50 45 40 35 30 25 20 16 10- ' 562 8.5 54 48 47 46 44 40 35 30 25 20 16 10 ' 498 9 48 43 42 41 39 37 35 30 25 20 16 10 444 9.5 43 39 38 37 35 - 34 33 30 25 20 16 10 398 10 39 _ 35 34 33 32 30 29 28 25 20 16 10 359 10.5 36 32 31 30 29 27 27 26 25 20 16 _ 10 326 11 32 29 28 27 26 25 24 23 22 20 16 10 297 11.5 30 26 26 25 24 23 22 _ 21 21 19 16 10 272 12 27 24 24 23 22 21 20 20 19 18 16 10 250 12.5 25 22 22 21 • 20 19 19 18 17 16 16 10 230 13 23 21 20 20 19 - - 18 17 17 16 15 14 10 - 213 13.5 21 19 19 18 17 - 17 16 15 15 14 13 10 197 14 20 18 - 17 17 16 15 15 14 14 13 12 10 183 14.5 19 17 16 16 15 14 14 13 13 12 12 10 171 15 17 16 15 15 14 13 13 13 12 11 11 10 160 15.5 ' 16 15 14 14 13 13 12 12 11 11 10 - 9 150 , Multiple Spans - Rafters cantilevered 2 feet past beat >2:12 Pitch Load /pan Table - Maximum roof snow load (psf) for post spacing and Rafter span • Maximum Rafter Post Spacin Main Rafter span feet end reaction ft 7 _ 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 7.5 60 60 55 50 45 40 35 30 25 20 16 10 835 8 60 60 55 50 45 40 35 30 25 20 16 10 734 8.5 60 60 55 50 45 40 35 30 . 25 20 16 10 650 9 60 56 55 50 45 40 35 30 25 20 16 10 580 9.5 57 51 49 48 45 40 35 -30 25 20 16 10 520 10 51 46 44 43 41 • 40 35 30 25 20 16 10 470 10.5 46 41 40 39 37 36 35 30 25 20 16 10 426 11 42 38 37 36 34 33 32 30 25 • 20 16 10 388 11.5 39 35 34 33 31 30 29 28 25 20 16 10 355 • 12 36 - 32 31 30 29 27 27 26 25 20 16 10 326 12.5 32 - 29 28 27 26 25 24 23 22 20 16 10 294 13 29 25 25 24 23 22 21 21 20 19 16 10 262 13.5 26 23 22 21 21 20 19 18 18 17 16 10 234 14 23 _ 20 20 19 18 18 17 16 16 15 14 10 209 14.5 21 18 18 17 17 16 15 15 14 14 13 10 189 15 19 17 16 16 15 14 14 13 13 12 12 10 170 15.5 17 15 - 15 14 14 13 13 12 12 11 10 9 154 Cantilevered Ends - Rafters cantilevered 2 feet past beam Load /Span Table - Maximum roof snow load (psf) for Rafter span and beam cantilevered past post - Maximum Rafter Length Rafter span feet - end reaction ft 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs • . 1 60 55 50 45 40 35 30 25 20 16 10 2696 1.5 60 55 50 45 40 35 30 25 20 16 10 1797 2 60 55 50 45 40 35 30 25 20 16 10 1156 2.5 60 55 50 45 '40 35 30 25_ 20 16 10 809 3 60 55 50 _ 45 40 35 ' 30 25 20 16 10 623 3.5 48 46 45 43 40 35 30 25 20 16 10 490 4 34 33 32 30 29 • 28 '27 25 • ' 20 16 10 345 • ClearVue Patio Covers Span Tables Single Span - Rafters cantilevered 1' 4" past beam >2:12 Pitch - Load/Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Post Spacin Main Rafter span feet end reaction ft 7 8.33 8.7 9.08 . 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 7.5 60 60 55 50 45 40 35 30 25 20 16 10 • 639 8 60 60 55 50 45 • 40 35 30 25 20 16 10 562 8.5 60 54 53 50 45 40 35 30 25 20 16 10 498 9 55 48 47 45 43 40 35 30 25 20 • 16 10 444 - 9.5 49 43 42 41 39 37 35 30 25 20 16 10 398 10 45 39 38 37 35 33 32 30 25 20 16 10 359 10.5 40 36 34 33 32 30 29 28 25 20 16 10 326 11 37 32 31 30 29 28 27 26 24 20 16 10 297 11.5 34 30 29 28 . 26 25 24 23 22 20 16 10 • 272 12 • 31 27 26 26 ' 24 23 22 22 21 19 16 10 250 12.5 29 25 _ 24 23 22 21 21 20 _ 19 18 16 10 230 13 26 23 22 22 21 20 19 18 18 17 ' 16 10 • 213 13.5 24 21 21 20 19 18 18 17 16 15 14 10 197 14 23 20 19 19 18 17 16 16 15 14 13 10 183 14.5 21 19 18 17 17 16 15 15 14 13 13 10 171 15 20 17 17 16 16 15 14 14 13 12 12 10 160 15.5 19 16 16 15 15 14 13 13 12 12 11 10 150 Multiple Spans - Rafters cantilevered 1' 4 "t past beam >2:12 Pitch . Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Post Spann Main Rafter span feet - • end reaction ft 7 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 7.5 60 60 55 50 45 40 35 30 25 20 16 10 835 8 60 60 55 50 45 40 35 30 25 20 16 10 734 8.5 60 . 60 55 50 45 40 ' 35 30 25 20 16 10 650 9 60 60 55 50 45 40 35 30 25 20 16 10 580 9.5 60 57 55 50 45 40 35 30 25 20 16 10 520 10 58 51 50 48 45 40 35 30 25 20 16 10 470 - 10.5 53 46 45 44 41 40 35 30 ,, 25 20 16 10 426 11 48 42 41 40 38 36 35. 30 25 20 16 10 388 • 11.5 44 39 37 36 35 33 32 30 25 20 16 10 355 12 40 - 36 34 33 32 30 29 28 _ 25 20 16 10 326 12.5 36 32 31 30 29 '27 26 25 24 - 20 16 10 294 13 33 29 28 27 25 24 24 23 22 20 16 10 262 13.5 . 29 26 25 24 23 22 21 20 19 18 16 10 234 14 26 23 - 22 21 20 19 19 18 - 17 16 15 10 209 14.5 , 23 21 20 19 18 - 18 17 16 16 15 14 - 10 189 15 21 19 18 17 17 16 IS 15 14 - 13 12 10 170 15.5 19 17 16 16 15 -14 14 13 13 12 '11 10 154 Cantilevered Ends - Rafters cantilevered 1' 4" past beam - Load /Span Table - Maximum roof snow load (psf) for Rafter span and beam cantilevered past post Maximum Rafter Length Rafter span feet end reaction ft 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 1 60 55 50 45 40 35 30 25 20 16 10 2696 - I 1.5 60 55 SO 45 40 35 30 25 20 16 10 1797 - 2 60 '55 50 45 40 35 30 25 20 16 10 1156 2.5 60 55 SO 45 40 3S 30 25 20 16 10 809 . • 3 60 55 50 45 40 35 30 25 20 16 10 623 3.5 53 52 50 45 40 35 30 2S 20 16 10 490 - 4 38 36 35 34 32 31 30 . 25 20 16 10, 345 . r ClearVue Patio Covers Span Tables Box Beam Section Allowable moment 2696 ft-lb . Single Span Max dist loot End reaction Deflection All. Dell. All dist load All. End Lc All. Dell. All dist load All. End Ld ft plf Beam, lbs inches in. L/180 for defl.plf Joist, lbs in. VI OC for defl.plf Joist, lbs 6 599 1797 0.27 0.40 887 999 0.72 1596 999 6.5 510 1659 0.32 0.43 698 851 0.78 1256 851 7 440 1541 0.37 0.47 559 734 0.84 1005 734 7.5 383 1438 0.42 0.50 454 639 0.90 817 639 8 337 1348 0.48 0.53 374 562 0.96 673 562 8.5 299 1269 0.54 0.57 312 498 1.02 561 498 9 266 _ 1198 0.61 0.60 263 438 1.08 473 444 9.5 239 1135 0.68 0.63 223 372 1.14 402 398 10 216 1078 0.75 0.67 192 319 120 345 359 10.5 196 1027 0.83 0.70 165 276 1.26 298 326 11 178 980 0.91 0.73 144 240 1.32 259 297 11.5 163 938 0.99 0.77 126 210 1.38 227 272 12 150 899 1.08 0.80 111 185 1.44 200 250 12.5 138 863 1.17 0.83 98 163 1.50 177 230 - - 13 128 830 1.27 0.87 87 145 1.56 157 213 13.5 118 799 1.37 0.90 78 130 1.62 140 197 . 14 110 770 1.47 0.93 70 116 1.68 126 183 14.5 103 744 1.58 0.97 63 105 1.74 113 171 15 96 719 1.69 1.00 57 95 1.80 102 160 15.5 90 696. 1.80 1.03 51 86 1.86 93 150 16 84 674 1.92 1.07 47 78 1.92 84 140 Box Beam Section - Allowable moment 2696 ft-lb Double Span Max dist loa End reaction Deflection All. Dell. - All dist load All. End Lc All. Dell. All dist load All. End Ld ft " plf Beam, lbs inches in. L/180 for defl.plf Joist, lbs in. 111 0C for defl.plf Joist, lbs ' 6 783 2348 0.35 0.40 887 1304 0.72 1596 1304 6.5 667 2167 0.41 0.43 698 1111 0.78 1256 1111 7 575 2012 0.48 0.47 559 931 0.84 1005 958 7.5 501 1878 0.55 0.50 454 757 0.90 817 • 835 8 • 440 1761 0.63. 0.53 374 624 0.96 673 734 8.5 : 390 1657 0.71 0.57 312 520 1.02 561 650 9 348 1565 0.79 0.60 263 438 1.08 473 580 . 9.5 312 1483 0.88 0.63 223 372 1.14 402 520 ' - 10 282 1409 0.98 0.67 192 319 1.20 345 470 ' 10.5 256 1341 1.08 0.70 165 276 1.26 298 426 • 11 233 1281 1.19 0.73 144 240 1.32 259 388 11.5 213 1225 1.30 ' 0.77 126 210 1.38 227 355 12 196 1174 1.41 0.80 111 185 1.44 200 326 . 12.5 180 1 127 1.53 0.83 98 163 1.50 177 . 294 13 167 1084 1.66 0.87 87 145 1.56 157 262 ' 13.5 155 1043 1.79 0.90 78 130 • 1.62 140 234 14 144 1006 1.92 0.93 70 116 1.68 126 209 14.5 134 971 2.06 0.97 63 105 1.74 113 189 15 125 939 2.21 1.00 57 95 1.80 102 170 15.5 117 909 2.36 1.03 51 86 1.86 93 154 - 16 110 880 2:51 1.07 47 78 1.92 84 140 Cantilevered Beam Allowable moment 2696 ft-lb Simple Spa dist load Rafter reac'Deflection Dell. limit . ft plf ' lbs inches 1/180 1 2696 2696 0.014 0.067 1.5 1797 1797 0.046 0.100 2 693 1156 0.056 0.133 2.5 485 809 • 0.095 0.167 . 3 374 623 0.152 0.200 3.5 294 490 0.222 0.233 4 231 385 . .0.297 0.267 ' . • L o� r'n ®n Fr - beam 3 %r� IT. e . 6t 063.-- . 76 --� F )5 15'�S = Ohl c� �sradf � f1 fG�l� Z - Z � S = Z. /57/n /v7 av►7en Cc,__pe:Az a-c be ..rrn 1 5 K51 .Z.t5 7, 4 3 3Z355 M v✓.e. M Z , 06 8 oL 2 er'm i n e- l/✓ i Vt h ,e 1n/ = 3 Z 3 = 8 /j2 Z/ 570 W For Cgn-i levers / - 3Z 1/1-k, Z, ,6 ?C - / w= Z -z —. 5 F21.2.67 ePPec 1 ail Can hi /e Vern o n Cary opy i7eocd. I oa_ cl. .. . sso l -1- 0.85 /P O,sB. ,.67a -o.8S= . 8Z �I-P- Set z p / � rnimc t ,1 blo`ne f r•G,aivc ,'o'1 - / rZhore.- ClearVue Patio Covers Span Tables Dead Load 2 plf Pitch <2:12 Roof Load Max Raftei End load Cantilever Beam Load PSF • Span (ft) lbs Max (ft) lbs 10 14.25 133 4.00 208 16 12.67 182 4.00 296 20 12.00 212 4.00 353 25 11.50 251 3.75 415 30 10.50 273 3.50 455 35 10.00 302 3.33 - 503 40 9.50 326 3.25 549 " 45 9.00 347 3.13 588 50 8.50 363 3.00 619 55 8.42 394 2.92 668 60 8.00 " 408 2.83 697 Dead Load 2 plf Pitch >2:12 Roof Load Max Rafter End load Cantilever Beam Load PSF Span (ft) lbs Max (ft) lbs 10 15.82 148 4.00 222 • 16 13.67 196 4.00 311 20 12.75 225 4.00 367 25 11.90 260 3.75 424 30 11.25 293 3.50 475 35 10.67 322 3.33 523 40 10.25 352 3.25 575 45 9.67 372 3.13 613 50 9.08 387 3.00 644 55 8.70 408 2.92 681 60 8.33 425 2.83 714 ClearVue Patio Covers _ Span Tables Maximum moment for stress 896 ft-m Span point Id (b SL (psi) DL (plf) LL (psi) W 100 sop Total End reactions Nax deflection . 100 10 2 10 19 0+5 0.Lr .9D-W 0 +5 Da4 .9D-W D.S Dead only D.Lr It BeMng Moment ft-lb M - tt-lb M - ft-lb M • ft-lb lbs lbs inches inches inches 1/120 1/60 6 75 75 15 75 86 90 165 -72 56 106 -51 0.066 0.007 0.066 0.60 1.20 8 100 134 27 ' 134 152 160 260 -128 75 125 -68 0.207 0.022 0.207 0.80 1.60 9 '113 169 34 169 192 203 315 -162 84 134 -77 0.332 0.036 0.332 0.90 1.80 10 125 209 42 209 238 251 376 -200 94 144 -85 0.506 0.054 0.506 1.00 2.00 I 11 138 253 51 253 287 303 441 -242 103 153 -94 0.741 0.079 0.741 1.10 2.20 12 150 301 60 301 342 361 511 -288 112 162 -102 1.050 0.112 1.050 1.20 2.40 13 163 353 71 353 401 423 586 -338 122 172 -111 1.446 0.155 1.446 1.30 2.60 14 175 409 82 409 466 491 666 -392 131 181 . -119 1.945 0.208 1.945 1.40 2.80 14.25 178 424 85 424 482 509 687 -406 133 183 -121 2.088 0.223 2.088 1.43 2.85 <2:12 15 188 470 94 470 534 564 751 -450 140 190 -128 2.563 0.274 2.563 • 1.50 3.00 15.5 194 502 100 502 571 602 796 -480 145 195 -132 2.922 0.313 2.922 1.55 3.10 15.82 198 522 104 522 594 627 825 -500 149 198 -134 3.171 0.339 3.171 1.58 3.16 >2:12 Cantilevered rafter 1/180 1 100 8 2 8 -10 -110 2 9 109 -9 0.000 0.000 0.000 0.067 1.5 150 19 4 19 -23 -173 3 14 114 -13 0.002 0.000 0.002 0.100 2 200 33 7 33 -40 -240 6 19 119 -17 0.008 0.001 0.008 0.133 3 300 75 15 75 -90 -390 14 28 128 -26 0.039 0.004 0.039 0.200 4 400 134 27 134 -160 -560 24 37 137 -34 0.124 0.013 0.124 0.267 Span point bad h SL (psi) OL (p11) LL (psi) WL (100 n Total EM reactions Max deflection 100 16 2 10 19 0+5 Dalr .9D -W 0+5 0.1.1 .9D-W D.5 ft N - h -lb M • h-lb M - ft-lb lbs lbs Inches 1/120 1/60 7 88 164 20 102 116 184 210 -98 101 115 -60 0.187 0.70 1.400 8 100 214 27 134 152 240 260 -128 115 125 -68 0.319 0.80 1.600 i 9 113 271 34 169 192 304 315 -162 129 134 -77 0.510 0.90 1.800 - 10 125 334 42 209 238 376 376 -200 144 144 -85 0.778 1.00 2.000 11 138 404 51 253 287 455 441 -242 158 153 -94 1.138 1.10 2.200 12 150 487 60 301 342 541 511 -288 172 162 -102 1.6 12 1.20 2.400 12.667 158 536 67 335 381 603 560 -321 182 168 -108 2.002 1.27 2.533 <2:12 - 13 163 564 71 353 401 635 586 -338 187 172 -111 2.221 1.30 2.600 13.667 171 624 78 390 444 702 639 -373 196 178 -116 2.713 1.37 2.733 >2:12 Cantilevered ratter 1/180 1 100 13 2 8 -15 -110 2 14 109 -9 0.001 0.067 1.5 150 30 4 19 -34 . -173 3 22 114 . -13 0.004 0.100 • 2 200 53 7 33 -60 -240 • 6 29 119 -17 0.012 0.133 3 300 120 15 75 -135 -390 14 43 128 -26 0.060 . 0.200 4 400 214 27 134 -240 -560 24 57 )37 . -34 0.191 0.267 ' Span point load . 51 (psi) DL (oil) LL (psi) WL (100 n Total End reactions Has deflection 100 20 2 10 19 Dt5 DA./ .9D-W 0+5 DH.r' .9D -W D+5 ft M - ft-lb M - ft-lb M - ft-lb lbs bs inches 1/120 1/60 6 75 150 15 75 86 165 165 -72 106 106 -51 0.124 0.60 1.200 7 88 205 20 102 116 225 210 -98 124 115 .60 0.230 0.70 1.400 8 100 267 27 134 152 294 260 -128 142 125 -68 0.393 0.80 1.600 9 113 338 34 169 192 372 315 -162 159 134 -77 0.629 0.90 1.800 10 125 418 42 209 238 459 376 -200 177 144 -85 0.958 1.00 2.000 11 138 505 51 253 287 556 441 -242 195 153 -94 1.403 1.10 2.200 12 150 601 60 301 342 661 511 -288 212 162 -102 1.987 1.20 2.400 <2:12 12.9 156 652 65 326 371 718 548 -312 221 167 -106 2.340 1.25 2.500 12.75 159 679 68 339 386 747 567 -325 226 . : 169 -108 2.533 1.28 2.550 >2:12 I Cantilevered rafter 1/180 1 100 17 2 8 -18 -110 2 18 109 -9 0.001 0.067 1.5 150 38 4 19 -41 -173 3 27 114 - -13 0.005 0.100 2 200 67 7 33 -73 •240 6 35 119 -17 0.015 0.133 . 3 300 150 15 75 -165 -390 14 53 128 -25.5 0.075 0.200 4 400 267 27 134 -294 -560 24 71 -137 .34 0.236 0.267 • 1 i t . 1 . • • s. s I t t t • t v.. ClearVue Patio Covers Span Tables Span poott load t 51. (psf) DL (pIt) LL (psf) WL (100 n Total End reactions Max deflection 100 25 2 10 19 0+5 0+1.r .9D-W D+5 D+r .9D-W D+S Allowable It M - ft-lb M - ft-lb M - ft-lb lbs lbs inches /120' . 1 /60 6 75 188 15 75 86 203 165 -72 131 106 -51 0.154 0.60 1.200 7 88 256 20 102 116 276 210 -98 153 115 -60 0.284 0 :70' 1.400 8 100 334 27 134 152 361 260 -128 175 125 -68 0.485 0.80 1.600 9 113 423 34 169 192 457 315 -162 197 134 -77 0.777 0.90 1.800 10 125 522 42 209 238 564 376 -200 219 144 -85 1.185 1.00 '2.000 11 138 631 51 253 287 682 441 -242 241 153 •94 1.734 1.10 2.200 <2:12 11.5 144 690 55 276 314 745 475 -264 252 158 -98 2.072 1.15 2.300 11.9 149 739 59 296 336 798 503 -283 260 161 -101 2.375 1.19 2.380 >2:12 12 150 752 60 301 342 812 511 -288 263 162 -102 2.456 1.20 2.400 Cantilevered rafter 1/180 I 100 17 2 8 -18 -110 2 18 109 -9 0.001 0.067 1.5 150 38 4 19 -41 -173 3 27 114 -13 0.006 0.100 2 200 67 7 33 -73 -240 6 35 119 -17 0.018 0.133 3 300 150 15 75 -165 -390 14 53 128 -26 0.092 0.200 3.75 375 235 23 117 -258 -516 21 66 135 -32 0.225 0.250 Span point bad ■ 51. (psf) DL (elf) LL (psf) WL (100 n Total End reactions Max deflection 100 30 2 10 19 D+5 Mr .9D-W 0+5 D+Lr .9D-W D+5 Allowable ft M - ft-lb M - ft-lb N - ft-lb lbs HIS inches V120 1/60 6 75 225 15 75 86 240 165 -72 156 106 -51 0.183 0.60 1.200 7 88 307 20 102 116 327 210 -98 182 115 -60 0.339 0.70 1.400 8 100 401 27 134 152 428 260 -128 208 125 -68 0.578 0.60 1.600 9 113 507 34 169 192 541 315 -162 234 134 -77 0.925 .0.90 1.800 10 125 626 42 209 238 668 376 -200 261 144 -85 1.411 1:00 2.000 10.50 131 690 46 230 262 736 407 -220 274 148 -89 1.715 105 2.100 <2:12 II 138 758 51 253 287 808 441 -242 287 153 -94 2.065 1.10 2.200 11.25 141 793 53 264 301 845 458 -253 293 155 -96 2.260 1:13 2.250 >2:12 Cantilevered rafter 1/180 • I 100 25 2 8 -27 -110 2 26 109 -9 0.001 0.067 ' 1.5 150 56 4 19 -60 -173 3 39 114 -13 0.007 0.100 2 200 100 7 33 -107 -240 6 52 119 -17 0.022 0.133 3 300 225 15 75 -240 -390 14 78 128 -26 0.110 0.200 3.5 350 307 20 102 -327 -473 18 91 133 -30 0.203 0.233 Span point bad i SL (psf) DL (d1) U. (psf) WL (100 n Total End reactions Max deflection 100 35 2 10 19 D+S D+Lr .90-W D+S DHr .9D-W D +S Desired max. tt M - ft-lb M - ft-lb M • ft-lb lbs Om inches V120 1/60 6 75 263 15 75 86 278 165 -72 181 106 -51 0.212 0.60 1.200 ' 7 88 358 20 102 116 378 210 -98 212 115 -60 0.393 0.70 1.400 8 100 468 27 134 152 494 260 -128 242 125 -68 0.670 0:80 1.600 9 113 592 34 169 192 626 315 -162 272 134 -77 1.074 0.90 1.800 10 125 731 42 209 238 772 376 -200 302 144 -85 1.637 1.00 2.000 <2:12 10.50 131 806 46 230 262 852 407 -220 317 148 -89 1.989 1.05 2.100 10.667 133 831 48 238 270 879 418 -227 322 150 -91 2.119 1.07 2,133 >2:12 11 138 884 51 2S3 287 935 441 -242 332 153 -94 2.396 1.10 2.200 Cantilevered rafter 1/180 r 1 100 29 2 8 -31 -110 2 30 109 -9 0.002 0.067 1.5 150 66 4 19 -70 -173 3 45 114 -13 0.008 0.100 2 200 117 7 33 -124 -240 6 60 119 -17 0.025 0.133 3 300 263 15 75 -278 -390 14 91 128 -26 0.127 0.200 . 3.13 333 324 19 93 - 343 -4.14 I7 101 131 -28 0.193 0.222 • ClearVue Patio Covers Span Tables Span point bad • SL (psf) DL (plf) U. (psf) WL (100 n Total End reactions Max deflection 100 40 2 10 19 D.S D.Lr .9D-W 0+5 D.(.r .9D-W 0.5 Desired max. It M - ft-lb M - ft-Po M - ft-lb bs lbs Inches I/120 1/60 6 75 301 15 75 86 316 165 -72 206 106 -51 0.241 0.60 1.200 7 88 409 20 102 116 430 210 -98 241 115 -60 0.447 0.70 1.400 8 100 534 27 134 152 561 260 -128 275 125 -68 0.763 0.80 1.600 9 113 676 34 169 192 710 315 -162 310 134 -77 1.222 0.90 1.800 9.50 119 754 38 188 214 791 345 -180 327 139 -81 1.517 0.95 1.900 <2:12 10 125 835 42 209 238 877 376 -200 344 144 -85 1.863 1.00 2.000 1025 128 877 44 219 250 921 391 -210 353 146 -87 2.056 1.03 2.050 >2:12 11 138 1010 51 253 287 1061 441 -242 378 153 -94 2.727 1.10 2.200 1 Cantilevered rafter 1/180 1 100 33 2 8 -35 -110 2 34 109 -9 0.002 0.067 1.5 150 75 4 19 -79 -173 3 52 114 -13 0.009 0.100 2 200 134 7 33 -140 -240 6 69 119 -17 0.029 0.133 3 1. 300 301 15 75 -316 -390 14 103 128 -26 0.145 0.200 3.25 325 353 18 88 -370 43l 16 112 130 -28 0.200 0.217 Sean point load • SL (psf) DL (pll) LL (psi) WL (100 n Total End reactions Max deflection 100 50 2 10 19 04 D+lr .9D-W 0+5 01(r .90-W 0+5 Desired max. ft M - ft -lb M - ft-lb P4- ft-lb lbs lbs Inches 1/120 V60 6 75 376 15 75 86 391 165 -72 257 106 -51 0.300 0.60 1.200 7 88 511 20 102 116 532 210 -98 299 115 -60 0.556 0.70 1.400 8 100 668 27 134 152 695 260 -128 342 125 -68 0.948 0.80 1.600 8.5 106 754 30 151 172 784 287 - 144 363 129 -72 1.208 0.85 1,700 <2:12 9.00 113 845 34 169 192 879 315 •162 385 134 •77 1.519 0.90 1.800 9.08 114 861 34 172 196 895 320 .165 388 135 -77 1.574 0.91 1.816 >2:12 10 125 1044 42 209 238 1086 376 -200 428 144 415 2.315 1.00 2.000 Cantilevered rafter 1/180 • I 100 42 2 8 -43 •110 2 43 109 -9 0.002 0.067 1.5 150 94 4 19 -98 -173 3 64 114 •13 0.011 0.100 2 200 167 7 33 -174 .240 6 86 119 -17 0.036 0.133 3 300 376 15 75 -391 -390 14 128 128 -26 0.180 0.200 3.25 325 441 1 8 88 .40 -431 15 139 130 -28 0.248 0.217 Span point load 151 (psf) DI. (pll) LL (psf) WL (100 n Total End reactions Max deflection 100 60 2 10 19 NZ Dar .9D-W D.5 Dd.r .9D-W CMS Desired max. ft M - ft-lb M - ft-lb M - ft-lb lbs lbs Inches 1/120 V60 6 75 451 15 75 86 466 165 -72 307 106 -51 0.359 0.60 1.200 7 88 614 20 102 116 634 210 -98 358 115 -60 0.664 0.70 1.400 8 100 802 27 134 152 828 260 -128 409 125 -68 1.133 0.80 1.600 8.33 104 869 29 145 165 898 278 -139 426 128 -71 1.332 0.83 1.666 AS 9 113 1015 34 169 192 1048 315 -162 460 134 -77 1.815 0.90 1.800 Cantilevered rafter 1/180 1 100 50 2 8 -52 -110 2 51 109 -9 0.003 0.067 1.5 150 113 4 19 -116 -173 3 77 114 -13 0.013 0.100 2 200 200 7 33 -207 -240 6 102 119 -17 0.043 0.133 2.83 283 401 13 67 -415 -363 12 145 126 -24 0.170 0.189 3 300 451 15 75 •466 -350 14 (53 128 -26 0.215 0.300 1 I I 1 1 I- foo r c2,63zzeiriq r Tr_ 1,/gzier Sx, 0, 5/ /Gl /n3 (bolo) 0, 5I07%n - 0110 t 1 ,3113" b _ , GZ5 _ 5 < ‘,8 it r+'. ---- r- Z. l k(s f -Pot- 6016/ 1 6 t G' oos T .5 t or +eos(cr = lc? Ks( I / o vva_ i II . 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R &P/-e ma f)(2--) be 5pli I Le 1 s 7 6G 6 any IoGG_fon 604--na -PeYver - 3 ho /ts 56.11 be vseG - 5e_cvr.e... . an le.cl r piece. 4 4 .Support i 1,011. ■ ClearVue Patio Covers Span Tables Single Span <2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Post Spacing Rafter span feet end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 8 60 55 50 45 40 35 30 25 20 .16 10 562 8.5 60 55 50 45 40 35 30 25 20 16 10 498 9 60 55 50 45 40' 35 30 25 20 16 10 444 9.5 60 55 50 45 40 35 30 25 20 16 10 398 10 54 51 50 45 40 35 30 25 20 16 10 359 10.5 49 46 46 43 40 35 30 25 20 16 10 326 11 45 42 42 40 38 35 30 25 20 16 10 297 11.5 41 39 38 36 34 33 30 25 20 16 10 272 12 37 36 35 33 32 30 29 25 20 16 10 250 12.5 34 33 32 31 29 28 26 24 20 16 10 230 _ 13 32 30 30 28 27 26 24 22 20 16 10 213 13.5 30 28 28 26 25 24 23 21 20 16 10 197 14 27 26 26 24 23 22 21 19 18 16 10 183 14.5 26 24 24 23 22 21 20 18 17 16 10 171 15 24 23 23 21 20 19 18 17 16 15 10 160 15.5 22 21 21 20 19 18 17 16 15 14 10 150 16 _ 21 20 20 19 18 _ 17 16 15 14 13 _ 10 140 Multiple Spans <2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Post Spacing Rafter span feet _ end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 8 60 55 SO 45 40 35 30 25 20 16 10 734 8.5 60 55 50 45 40 35 30 25 20 16 10 650 9 60 55 50 45 40 35 30 25 - 20 16 10 580 9.5 60 55 50 45 40 35 30 25 20 16 10 520 10 60 55 50 45 40 35 30 25 - 20 16 10 470 10.5 60 55 50 45 40 35 30 25 - 20 16 10 426 11 58 55 50 45 40 35 30 25 20 16 10 388 11.5 53 51 50 45 40 35 30 25 _ 20 16 10 355 12 49 46 46 43 40 35 30 25 20 16 10 326 12.5 44 42 41 39 37 35 30 25 20 16 10 294 13 39 37 37 35 33 31 30 25 20 16 10 262 13.5 35 33 33 31 30 28 27 24 20 16 10 234 14 31 30 29 28 26 25 24 22 20 16 10 209 14.5 28 27 27 25 24 23 22 20 19 16 10 189 15 25 24 24 23 21 20 19 18 17 16 10 170 15.5 23 22 22 21 19 18 18 16 - 15 15 10 154 16 21 20 20 19 18 17 16 15 14 _ 13 10 140 Cantilevered Ends <2:12 Pitch Load /Span Table - Maximum roof snow load •sf for Rafter s•an and beam cantilevered •ast •ost Max Rafter Length Rafter span feet _ - end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 1 60 55 50 45 40 3S 30 25 20 16 10 2696 1.5 60 55 50 45 40 35 30 25 20 16 10 1797 2 60 55 50 45 40 35 30 25 20 16 10 1156 2.5 60 55 50 45 40 35 30 25 20 16 10 809 3 60 55 50 45 40 35 30 25 20 i6 10 623 3.5 60 55 50 45 40 35 30 25 20 16 10 490 4 52 49 49 45 40 3S ' 30 25 20 16 10 34S • ClearVue Patio Covers Span Tables Single Span Rafters Cantilevered 6 inches past beam <2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Post Spacing Rafter span feet end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs ' 8 60 55 50 45 40 35 30 25 20 16 10 562 8.5 60 55 50 45 40 35 30 25 20 16 10 498 • 9 59 55 50 45 40 35 30 25 20 16 10 444 9.5 53 51 50 45 40 35 30 25 20 16 10 398 10 48 46 45 43 40 35 30 25 20 16 10 359 10.5 43 42 41 39 37 35 30 25 20 16 10 326 11 40 38 38 36 34 32 30 25 20 16 10 297 11.5 36 35 34 33 31 30 28 25 20 16 10 272 12 33 32 32 30 29 27 26 24 20 16 10 250 12.5 31 29 29 28 26 25 24 22 20 16 10 230 13 28 27 27 26 24 23 22 20 20 16 10 213 13.5 26 25 25 24 23 21 21 19 18 16 10 197 14 24 23 23 22 21 20 19 18 _ . 17 16 10 183 14.5 23 22 22 21 20 19 18 16 16 15 10 171 15 21 20 20 19 18 17 17 15 15 14 10 160 15.5 20 19 19 18 17 16 16 14 14 13 10 150 16 19 18 18 17 16 15 15 13 13 12 10 140 Multiple Spans Rafters Cantilevered 6 inches past beam <2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Post Spacing Rafter span feet _ end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 8 60 55 50 45 40 35 30 25 20 • 16 10 734 8.5 60 50 45 40 35 30 25 20 16 i2 10 650 9 60 50 45 40 35 30 25 20 16 12 10 580 9.5 60 50 45 40 35 30 25 20 16 12 10 520 10 60 50 45 40 35 30 25 20 16 12 10 470 10.5 57 50 45 40 35 30 25 20 16 12 10 426 11 52 49 45 40 35 30 25 20 16 12 10 388 11.5 47 45 45 40 35 30 25 20 16 12 10 355 12 43 42 41 39 35 30 25 20 16 12 10 326 12.5 39 37 37 35 34 30 25 20 16 "12 10 294 13 35 33 33 31 30 29 25 20 16 12 10 262 13.S 31 30 30 28 27 26 24 20 16 12 10 234 14 28 27 26 25 24 23 22 20 16 12 10 209 14.5 25 24 24 23 22 21 20 18 16 12 '10 189 15 23 22 21 20 19 19 18 16 16 12 10 170 15.5 21 20 19 18 18 17 16 15 14 12 10 154 16 19 18 18 17 16 15 15 13 13 12 10 140 Cantilevered Ends Rafters Cantilevered 6 inches past beam <2:12 Pitch Load /Span Table - Maximum roof snow load •sf for Rafter s•an and beam cantilevered •ast •ost Max Rafter Length Rafter span feet end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 1 60 55 50 45 40 35 30 25 20 16 10 2696 1.5 60 55 SO 45 40 35 30 25 20 16 10 1797 2 60 55 50 45 40 35 30 25 20 16 10 1156 2.5 60 55 50 45 40 35 30 25 20 16 10 809 3 60 55 50 45 40 35 30 25 20 16 10 623 3.5 60 55 50 45 40 35 30 25 20 16 10 490 4 _ 46 44 44 41 39 _ 35 30 25 20 16 10 345 • CleaNue Patio Covers Span Tables • Single Span - Rafters cantilevered 2 feet past beam <2:12 Pitch Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Post Spacing Main Rafter span feet end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 15 lbs 7.5 60 55 SO 45 40 35 30 25 20 16 10 5 639 8 56 54 50 45 40 35 30 25 20 16 10 5 562 8.5 SO 48 48 45 40 35 30 25 20 16 10 5 498 9 44 43 43 41 39 35 30 25 20 16 10 5 444 9.5 40 38 38 37 35 34 30 25 20 16 10 5 398 10 36 35 34 33 32 31 30 25 20 .16 10 5 359 10.5 33 31 31 30 29 28 27 25 20 16 10 5 326 11 30 29 29 27 26 25 25 23 20 16 10 5 297 11.5 27 26 26 25 24 23 23 21 20 16 10 5 272 12 25 24 24 23 22 21 21 19 19 16 10 5 250 12.5 23 22 22 21 20 20 19 18 17 16 10 5 230 13 21 21 20 20 19 18 18 16 16 15 10 5 213 13.5 20 19 19 18 18 17 16 15 15 14 10 5 197 14 18 18 18 17 16 16 15 14 14 13 10 5 183 14.5 17 17 16 16 15 15 14 13 13 12 10 5 171 15 16 15 15 15 14 14 13 12 12 12 10 5 160 . 15.5 15 14 14 14 13 13 12 12 11 11 10 5 150 Multiple Spans - Rafters cantilevered 2 feet past beam <2:12 Pitch Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Post Spacing Main Rafter span feet _ end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 15 lbs 7.5 60 55 50 45 40 35 30 25 20 16 10 S 835 8 60 55 50 45 40 35 30 25 20 16 10 5 734 8.5 60 55 50 45 40 35 30 25 20 16 10 5 650 9 58 55 SO 45 40 35 30 25 20 16 10 5 580 9.5 52 50 50 J 45 40 35 30 25 20 16 10 5 520 10 47 45 45 43 40 35 30 25 20 16 10 5 470 10.5 43 41 41 39 38 35 30 25 20 16 10 5 426 _ 11 39 37 37 36 34 33 30 25 20 16 10 5 388 11.5 35 34 34 33 32 30 29 25 20 16 10 5 355 12 33 31 31 30 29 28 27 25 20 16 10 5 326 12.5 29 28 28 27 26 25 24 23 20 16 10 5 294 13 26 25 25 24 23 22 22 20 20 16 10 5 262 13.5 23 23 22 22 21 20 19 18 18 16 10 5 234 14 21 20 20 19 19 18 17 16 16 IS 10 5 209 14.5 19 18 18 17 17 16 16 15 14 14 10 5 189 15 17 16 16 16 15 15 14 13 13 12 10 5 170 15.5 15 15 15 14 14 13 13 12 12 11 10 _ 5 154 • Cantilevered Ends - Rafters cantilevered 2 feet past beam <2:12 Pitch Load /Span Table - Maximum roof snow load .sf for Rafter s.an and beam cantilevered .ast •ost Maximum Rafter Length Rafter span feet end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 1 60 55 50 45 40 35 30 25 20 r 16 10 2696 1.5 60 55 SO 45 40 35 30 25 20 16 10 1797 2 60 55 SO 45 40 35 30 25 20 16 10 1156 2.5 60 55 50 45 40 35 30 25 20 16 10 809 3 60 55 50 45 40 35 30 25 20 • 16 10 623 3.5 49 47 47 45 40 35 30 25 20 16 10 490 4 34 33 33 32 31 30 29 25 20 16 10 345 • • ClearVue Patio Covers Span Tables Single Span - Rafters cantilevered 1' 4" past beam <2:12 Pitch Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Post Spacing _Main Rafter span feet end reaction _ ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 15 lbs 7.5 60 55 SO 45 40 35 30 25 20 16 10 5 639 8 60 55 50 45 40 35 30 25 20 16 10 5 562 8.5 56 54 50 45 40 35 30 25 20 16 10 5 498 . 9 50 48 48 45 40 35 30 25 20 16 10 5 444 9 . 5 45 43 43 41 39 35 30 25 20 16 10 5 398 10 40 39 39 37 35 34 30 25 20 16 10 5 359 10.5 37 35 35 34 32 31 30 25 20 16 10 5 326 11 33 32 32 31 29 28 27 25 20 16 10 5 297 11.5 31 29 29 28 27 26 25 23 20 16 10 5 272 12 28 27 27 26 25 24 23 21 20 16 10 5 250 12.5 26 25 25 24 23 22 21 19 19 16 10 5 230 13 24 23 23 22 21 20 19 18 17 16 10 5 213 13.5 22 21 21 20 19 19 18 17 16 15 10 5 197 14 21 20 •20 19 18 17 17 15 15 14 10 5 183 14.5 19 19 18 18 17 16 16 14 14 13 10 5 171 15 18 17 17 16 16 15 15 14 13 13 10 5 160 15.5 17 16 16 15 15 14 14 13 12 12 10 5 150 Multiple Spans - Rafters cantilevered 1' 4" past beam <2:12 Pitch Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span - Maximum Rafter Post Spacing _Main Rafter span feet - end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 1S lbs 7.5 60 55 50 45 40 35 30 25 20 16 10 5 835 8 60 55 50 45 40 35 30 25 20 16 10 5 734 8.5 60 55 50 45 40 35 30 25 20 16 10 5 650 9 60 55 50 45 40 35 30 25 20 -16 10 5 580 9.5 58 55 50 45 40 35 . 30 25 20 16 10 5 520 10 53 51 50 45 40 35 30 25 20 16 10 5 470 10.5 48 46 46 44 40 35 30 25 20 16 10 5 426 11 44 42 42 40 38 35 _ 30 25 20 .16 10 5 388 11.5 40 38 38 37 35 34 30 25 20 16 10 5 355 12 37 35 35 34 32 31 30 25 20 16 10 5 326 12.5 33 32 32 ' 30 29 28 27 25 20 16 10 5 294 13 29 28 28 27 26 25 24 22 20 16 10 5 262 13.5 26 25 25 24 23 22 21 20 19 16 10 5 234 14 24 23 22 21 21 20 19. 18 17 16 10 5 209 14.5 21 20 20 19 19 18 17 16 15 15 10 5 189 15 19 18 18 17 17 16 15 14 14 13 10 5 170 15.5 17 17 17 16 15 15 14 13 13 12 10 5 154 Cantilevered Ends - Rafters cantilevered 1' 4" past beam <2:12 Pitch Load /Span Table - Maximum roof snow load •sf for Rafter s•an and beam cantilevered •ast •ost Maximum Rafter Length Rafter span feet end reaction ft 8 8.42 8.5 9 9.5 10 10.5 11.5 12 12.67 14.25 lbs 1 60 55 SO 45 40 35 30 25 20 16 10 2696 1.5 60 55 50- 45 40 35 30 25 20 16 10 1797 2 60 55 50 45 40 35 30 25 20 16 10 1156 2.5 60 55 50 45 40 35 30 25 20 16 10 809 3 60 55 50 . 45 40 35 30 25 20 16 10 623 3.5 55 53 50 45 40 35_ 30 25 20 16 10 490 4 39 37 37 3S 34 33 30 25 20 16 10 345 • • • ClearVue Patio Covers Span Tables Single Span >2:12 Pitch Load/Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Pow Slating Rafter span feet end reaction ft 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 8 60 55 50 45 40 35 30 25 20 16 10 562 - 8.5 60 55 50 45 40 _ 35 30 25 20 16 10 498 9 60 55 50 45 40 35 30 25 20 16 10 444 9.5 57 55 50 45 40 35 30 25 20 16 10 398 10 52 50 47 45 40 35 30 25 20 16 10 359 10.5 47 45 43 40 38 35 30 25 20 16 10 326 • 11 43 41 39 37 35 33 30 25 20 16 10 297 11.5 39 38 36 34 32 31 29 25 20 16 10 272 12 36 34 33 31 29 28 27 25 20 16 10 250 12.5 33 32 30 29 27 26 25 23 20 16 10 230 13 31 29 28 26 25 24 23 21 20 16 10 213 13.5 28 27 26 24 23 22 21 20 19 16 10 197 14 26 25 24 23 21 21 20 •18 17 16 10 183 14.5 25 24 _ 23 21 20 19 18 17 16 15 10 171 IS 23 22 21 20 19 18 17 16 15 14 10 160 15.5 22 21 20 19 18 17 16 15 14 13 10 150 • 16 20 19 18 17 16 16 15 14 13 12 10 140 ' Multiple Spans >2:12 Pitch - Load/Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter • Post Spacing Rafter span feet end reaction ft 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs _ _ 8 60 55 50 45 40 35 30 25 20 16 - 10 734 8.5 60 55 50 45 40 35 30 25 20 16 10 650 _ 9 60 55 50 45 40 35 30 . 25 20 16 10 580 , 9.5 60 55 50 45 40 35 30 25 20 16 10 , 520 10 60 55 50 45 40 35 30 25 20 - 16 10 470 10.5 60 55 50 45 40 35 30 25 20 16 10 426 11 56 54 50 45 40 35 30 • 25 20 16 10 388 11.5 51 49 47 44 40 35 30 25 . 20 16 10 355 12 47 45 43 40 38 35 30 25 20 16 10 326 12.5 42 41 39 36 34 33 - 30 25 20 16 10 294 13 38 36 35 33 31 29 28 25 20 16 10 262 13.5 - 34 32 31 29 27 26 25 24 20 16 10 234 14 _ 30 29 28 26 24 24 22 21 20 16 10 209 14.5 27 26 25 23 22 , 21 20 19 18 _ 16 10 189 15 _ 24 23 22 21 20 19 18 17 16 15 10 170 15.5 22 21 20 19 18 17 16 16 14 14 10 154 16 20 19 18 17 16 16 15 14 13 12 10 • 140 Cantilevered Ends Load /Span Table - Maximum roof snow load (psf) for Rafter 'span and beam cantilevered past post Max Rafter Length Rafter span feet end reaction ft 8.33 B.7 9.08 9.67 10.25 10.67 11.25 - 11.9 12.75 13.67 15.82 lbs 1 _ 60 55 50 45 40 35 30 25 20 16 10 2696 1.5 60 55 SO 45 40 35 30 25 20 16 10 1797 2 60 53 50 45 40 35 30 • 25 20 16 10 1156 2.5 60 55 50 45 40 35 30 25 20 16 10 809 3 60 55 50 45 40 35 30 25 20 16 10 623 3.5 60 55 50 45 40 35 30 25 20 16 10 490 4 50 48 46 43 40 35 30 25 20 16 10 345 i. ClearVue Patio Covers Span Tables Single Span Rafters cantilever 6 past beam >2:12 Pitch Load /Span Table - roof live or snow load (psf) for post spacing and Rafter span Max Rafter Pon sparing Rafter span feet end reaction ft 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 8 60 55 50 45 40 35 30 25 20 16 10 562 8.5 • 60 55 50 45 40 35 30 25 20 16 10 498 9 57- 55 50 45 40 35 30 25 20 16 10 444 9.5 51 49 47 45 40 35 30 25 20 16 10 398 10 46 44 43 40 38 35 30 25 20 16 10 359 10.5 42 40 39 37 35 34 30 25 20 16 10 326 11 38 37 35 33 32 31 29 25 20 16 10 297 11.5 35 34 32 , 31 29 28 27 25 20 16 10 272 • 12 32 31 30 28 27 26 24 23 20 16 10 250 12.5 30 28 27 26 25 24 23 21 20 16 10 230 13 27 26 25 24 23 22 21 20 19 16 10 213 13.5 25 24 _ 23 22 21 20 - 19 18 17 16 10 197 14 24 23 22 21 20 19 18 17 16 15 10 183 14.5 22 21 20 19 18 18 17 16 15 14 10 171 15 21 20 19 18 17 16 16 15 14 13 10 160 15.5 19 19 18 17 16 15 15 14 13 12 10 150 16 18 17 17 16 15 14 14 13 12 11 _ 10 140 • Multiple Spans Rafters cantilever 6" past beam >2:12 Pitch Load /Span Table - Maximum roof live or snow load (psf) for post spacing and Rafter span Max Rafter Pon Spacing Ratter span feet end reaction ft 8.33 8.7 9.08 9.67 10.25 , 10.67 11.25 11.9 12.75 13.67 15.82 lbs 8 60 55 50 45 40 35 30 25 20 16 10 734 8.5 60 55 50 45 40 35 30 25 20 16 10 - 650 9 60 55 50 45 40 35 30 25 20 16 10 580 9.5 60 55 50 45 • 40 35 30 25 20 _ 16 10 520 10 60 55 50 45 40 35 30 25 20 16 10 470 10.5 55 53 50 45 40 35 30 25 20 16 10 426 11 _ 50 48 46 44 40 35 30 ' 25 20 16 10 388 11.5 46 44 42 40 40 35 30 25 20 16 10 355 12 42 40 39 37 40 34 30 25 20 16 10 326 . 12.5 38 36 35 33 40 30 29 25 20 16 10 294 13 34 32 31 29 38 27 26 , 24 20 16 10 262 13.5 30 29 28 26 34 24 23 22 20 16 10 234 14 27 26 25 24 31 21 20 19 18 16 10 209 14.5 24 23 22 21 28 19 19 18 16 15 10 189 15 22 21 20 19 25 17 17 16 15 14 10 170 15.5 20 19 18 - 17 23 16 15 14 13 13 10 - 154 16 18 17 17 16 20 14 14 13 12 11 10 140 • Cantilevered Ends Rafters cantilever 6" past beam >2:12 Pitch Load /Span Table - Maximum roof snow load (psf) for Rafter span and beam cantilevered past post Max Rafter Length Rafter span feet - end reaction ft _ 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 1 60 55 50 45 40 35 30 25 _ 20 16 10 2696 1.5 60 55 50 45 40 35 30 25 20 16 10 1797 2 60 55 50 45 40 -35 30 25 20 16 10 1156 . 2.5 _ 60 55 50 45 40 35 30 ' 25 20 16 10 809 3 60 55 50 45 40. 35 30 25 20 16 10 623 , _ 3.S 60 55 50 45 40 35 30 25 20 16 10 490 4 44 _ '43 41 39 37 35 30 25 20 16 10 345 t. ClearVue Patio Covers Span Tables Single Span - Rafters cantilevered 2 feet past beam >2:12 Pitch Load /Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Post Spacin Main Rafter span feet end reaction ft 7 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 7.5 60 60 55 SO , 45 40 35 30 25 20 16 10 639 8 60 55 53 50 45 40 35 30 - 25 20 16 10 562 8.5 54 48 47 46 - 44 40 35 30 25 20 t6 10 498 : 9 48 43 42 41 39 37 35 30 25 •20 16 10 444 9.5 43 39 38 37 35 34 33 30 25 20 16 10 398 10 39 35 34 33 32 30 29 28 ‘ 25 20 16 10 359 _ 10.5 36 32 31 30 29 27 27 26 25 20 16 10 326 11 32 29 28 27 26 25 24 23 22 20 16 10 297 11.5 30 26 26 25 24 23 22 21 21 19 16 10 272 • 12 27 24 24 23 22 21 20 20 19 18 16 10 250 12.5 25 22 22 21 20 19 19 18 17 16 16 10 230 13 23 21 20 20 _ 19 18 17 17 16 15 14 10 213 13.5 21 19 19 18 17 17 16 15 - 15 14 13 10 - 197 14 20 18 17 17 16 15 15 14 14 13 - 12 10' 183 14.5 19 17 16 16 15 14 14 13 13 12 12 10 171 15 17 16 15 15 14 13 13 13 12 11 11 10 160 15.5 16 15 14 14 13 13 12 12 11 11 10 9 150 Multiple Spans - Rafters cantilevered 2 feet past beat >2:12 Pitch Load/Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Pmt Spacin Main span feet _ end reaction ft 7 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs . 7.5 60 60 55 SO 45 40 35 30 25 20 16 10 835 8 60 60 55 50 45 40 35 30 25 20 16 _ 10 734 8.5 60 60 55 50 45 40 35 30 25 20 16 _ 10 650 9 60 56 55 50 45 40 35 30 25 20 16 10 580 9.5 57 51 49 48 45 40 - 35 30 25 20 16 10 520 10 51 46 44 43 41 40 35 30 25 20 16 10 470 10.5 46 41 40 39 37 36 35 -30 25 20 16 10 426 11 42 38 37 36 34 33 32 30 25 20 16 10 388 11.5 39 35 34 33 31 30 29 28 25 20 16 10 355 t 12 36 32 31 30 29 27 27 26 25 20 16 10 326 12.5 32 29 _ 28 27 26 25 24 23 22 20 16 10 294 t 13 29 25 25 24 23 22 21 21 20 19 16 10 262 - 13.5 26 23 22 21 21 20 19 18 : 18 17 16 10 234 14 23 20 20 19 18 18 17 16 16 15 14 _ 10 209 14.5 21 18 18 17 17 16 15 15 14 14 13 10 189 15 19 17 16 16 15 14 14 13' 13 12 12 10 170 • 15.5 17 IS • 15 14 14 13 13 12 12 11 10 9 154 Cantilevered Ends - Rafters cantilevered 2 feet past beam Load /Span Table - Maximum roof snow load (psf) for Rafter span and beam cantilevered past post Maximum Rafter Length Rafter span feet _ end reaction ft 8.33 - 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 1 60 55 50 45 40 35 30 25 20 16 10 2696 1.5 60 55 50 45 40 35 30 25 20 16 10 1797 2 60 55 50 45 40 35 30 25 20 16 10 1156 2.5 60 55 50 45 40 35 30 25 20 16 10 809 3 60 55 50 45 40 35 30 25 20 16 10 623 3.5 48 46 45 43 40 35 30 25 20 .16 10 490 4 34 33 32 30 29 28 27 25 20 16 10 345 r . ClearVue Patio Covers Span Tables Single Span - Rafters cantilevered 1' 4" past beam >2:12 Pitch Load/Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Pont Spade Main Rafter span feet end reaction ft 7 8.33 - 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 7.5 60 60 55 50 45 40 35 30 25 20 16 10 639 8 60 60 55 50 45 40 35 30 25 20 16 10 562 8.5 60 54 53 50 45 40 35 30 25 20 16 10 498 9 55 48 47 45 43 40 35 30 25 20 16 10 - 444 9.5 49 43 42 41 39 37 35 30 25 20 16 10 398 _ 10 as 39 _ 38 37 35 33 32 30 25 20 16 10 359 10.5 40 36 34 33 32 30 29 28 25 20 16 10 326 11 37 32 31 30 29 28 27 26' 24 20 16 10 297 11.5 34 30 29 28 26 _ 25 24 23 22 20 16 10 272 12 31 27 26 26 24 23 22 22 21 19 16 10 250 12.5 29 25 24 23 22 21 21 20 19 18 16 10 230 13 26 23 22 22 21 20 19 18 18 17 16 10 213 _ 13.5 24 21 21 20 19 18 18 17 16 15 14 10 197 14 23 20 19 19 18 17 16 16 15 ' 14 13 10 183 14.5 21 19 18 17 17 16 15 15 14 13 13 10 171 15 20 17 17 16 16 15 14 14 13 12 12 10 160 15.5 19 16 16 15 15 14 13 13 12 12 11 10 150 Multiple Spans - Rafters cantilevered 1' 4 "1 past beam >2:12 Pitch Load/Span Table - Maximum roof snow load (psf) for post spacing and Rafter span Maximum Rafter Pant Spann Main Rafter span feet _ end reaction ft 7 8.33 8.7 9.08 9.67 10.25 10.67 11.25 11.9 12.75 13.67 15.82 lbs 7.5 60 60 55 50 45 40 35 30 25 20 16 10 835 8 60 60 55 50 45 40 35 30 25 20 16 10 734 8.5 60 60 55 50 45 40 35 30 25 20 16 - 10 650 9 60 60 55 50 45 40 35 30 25 20 16 10 580 9.5 60 57 S5 50 45 40 35 30 25 20 16 10 520 10 58 51 50 48 45 40 35 30 25 20 16 10 470 10.5 53 46 45 44 41 40 35 30 25 20 16 10 426 11 48 42 41 40 38' 36 35 30 25 20 16 10 388 • • 11.5 44 39 37 36 35 33 32 30 25 20 16 10 355 12 40 36 34 33 32 30 29 28 25 20 16 10 326 12.5 36 32 31 30 29 27 26 25 24 20 16 10 294 13 33 29 28 27 25 24 24 23 22 20 - 16 10 262 13.5 29 26 25 24 23 22 21 , 20 19 18 16 10 234 14 26 23 22 21 20 19 19 18 17 16 15 10 209 14.5 • 23 21 20 19 18 18 17 16 16 15 14 10 189 15 21 19 _ 18 17 17 16 15 15 14 13 12 10 170 15.5 19 17 16 16 15 14 14 13 13 12 - 11 10 154 Cantilevered Ends - Rafters cantilevered 1' 4" past beam Load /Span Table - Maximum roof snow load (psf) for Rafter span and beam cantilevered past post Maximum Rafter Length Rafter span feet end reaction _ ft 8.33 8.7 9.08 9.67 10.25 10.67" 11.25 11.9 12.75 13.67 15.82 lbs 1 60 55 SO 45 40 35 30 25 20 16 10 2696 1.5 60 55 50 45 40 35 30 25 20 16 10 1797 _ 2 60 55 50 45 40 35 30 25 20 16 10 1156 2.5 60 S5 50 45 40 35 30 25 20 16 10 809 3 60 55 50 45 40 35 30 25 20 16 10 623 3.5 53 52 50 45 40 35 30 25 20 16 10 490 4 38 36 35 34 32 31 30 25 20 16 10 345 d ClearVue Patio Covers Span Tables Box Beam Section Allowable moment 2696 ft-lb Single Span Max dist loot End reaction Deflection All. Defl. All dist load All. End Lc All. Deft. All dist load All. End Ld ft plf Beam, lbs inches in. L/180 for defl.plf Joist, lbs in. L/10C for defl.plf Joist, lbs 6 599 1797 0.27 0.40 887 999 0.72 1596 999 6.5 510 1659 0.32 0.43 698 851 0.78 1256 851 7 440 1541 0.37 0.47 559 734 0.84 1005 734 7.5 383 1438 0.42 0.50 454 639 0.90 817 639 8 337 1348 0.48 0.53 374 562 0.96 673 562 8.5 299 1269 0.54 0.57 312 498 1.02 561 498 9 266 1198 0.61 0.60 263 438 1.08 473 444 9.5 239 1135 0.68 0.63 223 372 1.14 402 398 10 216 1078 0.75 0.67 192 319 1.20 345 359 10.5 196 1027 0.83 0.70 165 276 1.26 298 326 11 178 980 0.91 0.73 144 240 1.32 259 297 11.5 163 938 0.99 0.77 126 210 1.38 227 272 12 150 899 1.08 0.80 111 185 1.44 200 250 12.5 138 863 1.17 0.83 98 163 1.50 177 230 13 128 830 1.27 0.87 87 145 1.56 157 213 13.5 118 799 1.37 0.90 78 130 1.62 140 197, 14 110 770 1.47 0.93 70 116 1.68 126 183 14.5 103 _ 744 1.58 0.97 63 105 1.74 113 171 15 96 719 1.69 1.00 57 95 1.80 102 160 15.5 90 696 1.80 1.03 51 86 1.86 93 150 16 84 674 1.92 1.07 47 78 1.92 84_ 140 Box Beam Section Allowable moment 2696 ft-lb Double Span Max dist lout End reaction Deflection All. Deft. All dist load All. End Lc All. Dell. All dist load All. End IA ft plf Beam, lbs inches in. L/180 for defl.plf Joist, lbs in. L/10C for defl.plf Joist, lbs 6 783 2348 0.35 0.40 887 1304 0.72 1596 1304 6.5 667 2167 0.41 0.43 698 1111 0.78 1256 1111, 7 575 2012 0.48 0.47 559 931 0.84 1005 958 7.5 501 1878 0.55 0.50 454 757 0.90 817 835 8 ' 440 1761 0.63 0.53 374 624 0.96 673 734 8.5 390 1657 0.71 0.57 312 520 1.02 561 650 , 9 348 1565 0.79 0.60 263 438 1.08 473 580 9.5 312 1483 0.88 0.63 223 372 1.14 402 520 10 282 1409 0.98 0.67 192 .319 1.20 345 470 10.5 256 1341 1.08 0.70 165 276 1.26 298 426 11 233 1281 1.19 0.73 144 240 1.32 259 388 11.5 213 1225 1.30 0.77 126 210 1.38 227 355 1 2 196 1 174 1 . 4 1 0.80 1 1 1 185 1.44 200 326 12.5 180 1127 1.53 0.83 98 163 1.50 177 294 13 167 1084 1.66 0.87 87 145 1.56 157 262 13.5 155 1043 1.79 0.90 78 130 1.62 140 234 14 144 1006 1.92 0.93 70 116 1.68 126 209 14.5 134 971 2.06 0.97 63 105 1.74 113 189 15 125 939 2.21 1.00 57 95 1.80 102 170 15.5 117 909 2.36 1.03 51 86 1.86 93 154 16 110 880 2.51 1.07 47 78 1.92_ 84 140 Cantilevered Beam Allowable moment 2696 ft-lb Simple Sp• dist load Rafter reac Deflection Defl. limit ft plf lbs inches 1 /180 1 2696 2696 0.014 0.067 • 1.5 1797 1797 0.046 0.100 2 693 1156 0.056 0.133 2.5 485 809 0.095 0.167 3 374 623 0.152 0.200 3.5 294 490 0.222 0.233 4 231 385_ 0.297 0.267 L o a- ,r1 ®n Fr -+- bee n-r 1 -1' 3' PeITY6e. C= 063. T6 ---> � = 15 ic51 ! /5 KS _ AP/4/7 7L / � Z -Z sro Sx = Z. /57ir, I/7 o nv) er. - C ow. � a -1 bcwvr, -..v./5 M = v✓.e. Vi – Z,00 �e f ei m— i e- V✓ Q i ve. 1n/ = 3_Z, 3 55 9/i . — Z / 5 70 € z ,eZ d e Z/5 W Cor) 1 eV r,5 z IA/ = z‘u - Z = 538 e • eiereci--- o Can * /e VerS On Canopy Deoc.J es p 0,s9A- 1,67 40.8S=- * SZ SQy pI-° h'►o`neh r`c�f�c� "osz - shore ClearVue Patio Covers Span Tables Dead Load 2 plf Pitch <2:12 Roof Load Max Rafter End load Cantilever Beam Load PSF Span (ft) lbs Max (ft) lbs 10 14.25 133 4.00 208 16 12.67 182 4.00 296 20 12.00 212 4.00 353 25 11.50 251 3.75 415 30 10.50 273 3.50 455 35 10.00 302 3.33 503 40 9.50 326 3.25 549 45 9.00 347 3.13 588 50 8.50 363 3.00 619 55 8.42 394 2.92 668 60 8.00 408 2.83 697 Dead Load 2 plf Pitch >2:12 Roof Load Max Raftei End load Cantilever Beam Load PSF Span (ft) lbs Max (ft) lbs 10 15.82 148 4.00 222 16 13.67 196 4.00 311 20 12.75 225 4.00 367 25 11.90 260 3.75 424 30 11.25 293 3.50 475 35 10.67 322 3.33 523 40 10.25 352 3.25 575 45 9.67 372 3.13 613 50 9.08 387 3.00 644 55 8.70 408 2.92 681 60 8.33 425 2.83 714 ClearVue Patio Covers Span Tables Maximum moment for stress 896 ft-lb Span Point Id (lb SL (psf) DL (pit) LL (psf) W 100 my Total End reactions Max deflection 100 10 2 10 19 045 DA" .9D-W 0.5 Dar .9D-W Drs Dead only D.Lr ft Bending Moment ft-lb M - ft -lb M - ft-lb M - ft-lb On tbs inches inches itches V120 1/60 6 75 75 15 75 86 90 165 •72 56 106 -51 0.066 0.007 0.066 0.60 1.20 8 100 134 27 134 152 160 260 -128 75 125 -68 0.207 0.022 0.207 0.80 1.60 9 113 169 34 169 192 203 315 -162 84 134 -77 0.332 0.036 0.332 0.90 1.80 10 125 209 42 209 238 251 376 -200 94 144 -85 0.506 0.054 0.506 1.00 2.00 11 138 253 51 253 287 303 441 -242 103 153 -94 0.741 0.079 0.741 1.10 2.20 12 150 301 60 301 342 361 511 -288 112 162 -102 1.050 0.112 1.050 1.20 2.40 13 163 353 71 353 401 423 586 -338 122 172 -111 1.446 0.155 1.446 1.30 2.60 14 175 409 82 409 466 491 666 -392 131 181 -119 1.945 0.208 1.945 1.40 2.80 14.25 178 424 85 424 482 509 687 -406 133 183 -121 2.088 0.223 2.088 1.43 2.85 <2:12 15 188 470 94 470 534 564 751 -450 140 190 -128 2.563 0.274 2.563 1.50 3.00 15.5 194 502 100 502 571 602 796 -480 145 195 -132 2.922 0.313 2.922 1.55 3.10 15.82 198 522 104 522 594 627 825 -500 148 198 -134 3.171 0.339 3.171 1.58 3.16 >212 Cantilevered rafter - 1 /180 1 100 8 2 8 -10 -110 2 9 109 -9 0.000 0.000 0.000 0.067 1.5 150 19 4 19 -23 -173 3 14 114 -13 0.002 0.000 0.002 0.100 • 2 200 33 7 33 -40 -240 6 19 119 -17 0.008 0.001 0.008 0.133 3 300 75 15 75 -90 -390 . 14 28 128 -26 0.039 0.004 0.039 0.200 4 400 134 27 134 -160 -560 24 37 137 -34 0.124 0.013 0.124 0.267 Span point load . SL (psf) DL (elf) LL (psf) WL (100 n Total End reactions Max deflection 100 16 2 10 19 Drs DA, .9D-W U.S 0+.r .90 -W Dr-S ft M - ft-lb M - ft-lb M - ft-lb Ibs Ibs Inches 1/120 2/60 7 88 164 20 102 116 184 210 -98 101 115 -60 0.187 0.70 1.400 8 100 214 27 134 152 240 260 -128 115 125 -68 0.319 0.80 1.600 . 9 113 271 34 169 192 304 315 -162 129 134 •77 0.510 0.90 1.800 10 125 334 42 209 238 376 376 -200 144 144 -85 0.778 1.00 2.000 11 138 404 51 253 287 455 441 -242 158 153 -94 1.138 1.10 2.200 12 150 481 60 301 342 541 511 -288 172 162 -102 1.612 1.20 2.400 12.667 158 . 536 67 335 381 603 560 -321 182 168 -108 2.002 1.27 2.533 <2:12 13 163 564 71 353 401 635 586 -338 187 172 -111 2.221 1.30 2.600 13.667 171 624 78 390 444 702 639 -373 196 178 -116 2.713 1.37 2.733 >2:12 Cantilevered raker 1/180 1 100 13 2 8 .15 -110 2 14 109 -9 0.001 0.067 1.5 150 30 4 19 .34 -173 3 22 114 -13 0.004 0.100 2 200 53 7 33 -60 -240 6 29 119 -17 0.012 0.133 3 300 120 15 75 -135 -390 14 43 128 -26 0.060 0.200 4 400 214 27 134 -240 -560 24 57 137 -34 0.191 0.267 Span point load • SL (per) DL (df) LL (psi) WL (100 n Total EM reactions Max deflection 100 20 2 10 19 D.5 0w .9D -W Drs D1-.r .90 -W 0•5 • It M - ft-lb M - ft-lb M - ft-lb Ibs lbs inches VI 20 I /60 . 6 75 150 15 75 86 165 165 -72 106 106 -51 0.124 0.60 1.200 7 88 205 20 102 116 225 210 - -98 124 115 -60 0.230 0.70 1.400 8 100 267 27 134 152 294 260 •128 142 125 -68 0.393 0.80 1.600 9 113 338 34 169 192 372 315 •162 159 134 -77 0.629 0.90 1.800 10 125 418 42 209 238 459 376 -200 177 144 -85 0.958 1.00 2.000 11 138 505 51 253 287 556 441 -242 195 153 -94 1.403 1.10 2.200 12 150 601, 60 301 342 661 511 -288 212 162 -102 1.987 1.20 2.400 <2:12 12.5 156 6S2 65 326 371 718 548 -312 221 167 -106 2.340 1.25 2.500 12.75 159 679 68 339 386 747 567 -325 226 169 -108 2.533 1.28 2.550 >2:12 Cantilevered raper 1/180 I 100 17 2 8 -18 -110 2 18 109 -9 0.001 0.067 1.5 150 38 4 19 -41 -173 3 27 114 -13 0.005 0.100 2 200 - 67 7 33 -73 -240 6 35 119 -17 0.015 0.133 3 300 150 15 75 -165 -390 14 53 128 -25.5 0.075 0.200 4 400 267 27 134 -294 -560 24 71 .137 -34 0.236 0.267 • • j 4 ClearVue Patio Covers Span Tables Span point load r SL (psf) DL (p1f) LL (psf) WL (100 n Total End reactions Max deflection 100 25 2 10 19 D.S Mx .9D-W D.5 04(r .9D-W DaS Allowable ft N - ft-lb M - ft-lb M - ft-lb ass lbs inches 1/120 V60 6 75 188 15 75 86 203 165 -72 131 106 -51 0.154 0.60 1.200 7 88 256 20 102 116 276 210 -98 153 115 -60 0.284 0.70 1.400 8 100 334 27 134 152 361 260 -128 175 125 -68 0.485 0.80 1.600 9 113 423 34 169 192 457 315 -162 197 134 -77 0.777 0.90 1.800 10 125 522 42 209 238 564 376 -200 219 144 -85 1.185 1.00 2.000 11 138 631 51 253 287 682 441 -242 241 153 -94 1.734 1.10 2.200 <2:12 11.5 144 690 55 276 314 745 475 -264 252 158 -98 2.072 1.15 2.300 11.9 149 739 59 296 336 798 503 -283 260 161 -101 2.375 1.19 2.380.2:12 12 150 752 60 301 342 812 511 -288 263 162 -102 2.456 1.20 2.400 Cantilevered rafter 1/180 I 100 17 2 8 -18 -110 2 18 109 -9 0.001 0.067 1.5 150 38 4 19 -41 -173 3 27 114 -13 0.006 0.100 2 200 67 7 33 -73 -240 6 35 119 -17 0.018 0.133 3 300 150 15 75 -165 -390 14 53 128 -26 0.092 0.200 3.75 375 235 23 117 -258 -516 21 66 135 -32 0.225 0.250 Span point bad : SL (psf) DL (plf) LL (psf) WL (100 n Total End reactions Max deflection 100 30 2 10 19 11,5 Dar .9D-W DoS D.Lr .9D-W D.S Allowable ft M - ft-lb N - ft-lb M - ft-1b Ibs Ihs inches V120 1 /60 6 75 225 15 - 75 86 240 165 -72 156 106 -51 0.183 0.60 1.200 7 88 307 20 102 116 327 210 -98 182 115 -60 0.339 0.70 1.400 8 100 401 27 134 152 428 260 -128 208 125 -68 0.578 0.80 1.600 • 9 113 507 34 169 192 541 315 -162 234 134 -77 0.925 0.90 1.800 10 125 626 42 209 238 668 376 -200 ' 261 144 -85 1.411 1.00 2.000 10.50 131 690 46 230 262 736 407 -220 274 148 -89 1.715 1.05 2.100 <2:12 11 138 758 51 253 287 808 441 -242 287 153 -94 2.065 1.10 2.200 11.25 141 793 53 264 301 845 458 -253 293 155 -96 2.260 1.13 2.250.2:12 Cantilevered rafter 1/180 1 100 25 2 B -27 -110 2 26 109 -9 0.001 0.067 1.5 150 56 4 19 -60 -173 3 39 114 -13 0.007 0.100 2 200 100 7 33 -107 -240 6 52 119 -17 0.022 0.133 3 300 225 15 75 -240 -390 14 78 128 -26 0.110 0.200 3.5 350 307 20 102 -327 -473 18 91 133 -30 0.203 0.233 Span point load i SL (psf) DL (pH) LL (ps)) WL (100 n Total End reactions Max deflection 100 35 2 10 19 D.5 D.LJ .9D-W EMS 0.Lr .9D-W 13.6 Desired max. ' ft M - ft-lb M - ft-lb M - ft-lb Ibs IO.s inches V120 1/60 6 75 263 15 75 86 278 165 -72 181 106 -51 0.212 0.60 1.200 7 88 358 20 102 116 378 210 -98 212 115 -60 0.393 0.70 1.400 8 100 468 27 134 152 494 260 -128 242 125 -68 0.670 0.80 1.600 9 113 592 34 169 192 626 315 -162 272 134 -77 1.074 0.90 1.800 10 125 731 42 209 238 772 376 -200 302 144 -85 1.637 1.00 2.000 <2:12 10.50 131 806 46 230 262 852 407 -220 317 148 -89 1.989 1.05 2.100 10.667 133 831 48 238 270 879 418 -227 322 150 -91 2.119 1.07 2.133 .2:12 11 138 884 51 253 287 935 441 -242 332 153 -94 2.396 1.10 2.200 Cantilevered rafter 1/180 I 100 29 2 8 -31 -110 2 30 109 -9 0.002 0.067 1.5 150 66 4 19 -70 -173 3 45 114 -13 0.008 0.100 2 200 117 7 33 -124 -240 6 60 119 -17 0.025 0.133 . 3 300 263 15 75 -278 -390 14 91 128 -26 0.127 0.200 . 3.73 333 324 19 93 .343 -444 17 101 131 -28 0.193 0.222 is 4 ClearVue Patio Covers Span Tables • Span point bad . SL (psf) DL (pH) LL (psf) WL (100 n Total End reactions Max deflection 100 40 2 10 19 0+5 D+Lr .9D-W D+5 - D+Lr .9D-W D+5 Desired rnax. ft M - ft-lb M - ft-lb M • ft-lb lbs lbs inches 1/120 1/60 6 75 301 15 75 86 316 165 -72 206 106 -51 0.241 0.60 1.200 7 88 409 20 102 116 430 210 -98 241 - 115 -60 0.447 0.70 1.400 8 100 534 27 134 1S2 561 260 -128 275 125 •68 0.763 0.80 1.600 9 113 676 34 169 192 710 315 -162 310 134 -77 1.222 0.90 1.800 9.50 119 754 38 188 214 791 345 .180 327 139 -81 1.517 0.95 1.900 42:12 10 125 835 42 209 238 877 376 -200 344 144 -85 1.863 1.00 2.000 10.25 128 877 44 219 250 921 391 .210 353 146 .87 2.056 1.03 2.050 >2:12 11 138 1010 51 253 287 1061 441 -242 378 153 -94 2.727 1.10 2.200 Cantilevered rafter 1/180 I 100 33 2 8 -35 -110 2 34 109 -9 0.002 0.067 1.5 150 75 4 19 -79 -173 3 52 114 -13 0.009 0.100 2 200 134 7 33 -140 -240 6 69 119 -17 0.029 0.133 . 3 300 301 15 75 -316 -390 14 103 128 -26 0.145 0.200 3.25 325 353 18 88 .370 -431 16 112 130 -28 0.200 0.217 Span point load . SL (psf) DL Oaf) LL (psf) WL (100 n Total End reaction Max deflection 100 50 2 10 19 D+S D+tr .9D-W D+S Dc.r .9D -W 0+5 Desired max. ft M • ft-lb M - ft-16 14 - fMb lbs Das inches 1/120 I/60 6 75 376 15 75 86 391 165 - 72 257 106 -51 0.300 0.60 1.200 _ 7 88 511 20 102 116 532 210 -98 299 115 -60 0.556 0.70 1.400 - 8 100 668 27 134 152 695 260 -128 342 125 -66 0.948 0.80 1.600 8.5 106 754 30 151 172 784 287 -144 363 129 -72 1.208 0.85 1.700 42:12 9.00 113 845 34 169 192 879 315 -162 385 134 -77 1.519 0.90 1.800 9.08 114 861 34 172 196 895 320 -165 388 135 -77 1.574 0.91 1.816 >2:12 10 125 1044 42 209 238 1086 376 -200 428 144 -85 2.315 1.00 2.000 Cantilevered rafter 1/180 1 100 42 2 8 -43 •110 2 43 109 -9 0.002 0.067 1.5 150 94 4 19 -98 -173 3 64 114 -13 0.011 0.100 2 200 167 7 33 -174 -240 6 86 119 -17 0.036 0.133 3 300 376 15 75 -391 -390 14 128 128 -26 0.180 0.200 3.25 325 441 18 88 -455 -431 16 139 130 -28 0.248 0.217 Span point load • SL (psf) DL (p0) LL (psf) WL (100 n Total End reactions Max deflection 100 60 2 10 19 0+5 D+Lr .9D-W D+5 Dslf .9D -W D+S Desired max. ft M - ft-lb M - ft-lb M - ft-lb lbs lbs inches I/120 1/60 6 75 451 IS 75 86 466 165 •72 307 106 _ -51 0.359 0.60 1.200 7 88 614 20 102 116 634 210 -98 358 115 -60 0.664 0.70 1.400 8 100 802 27 134 152 828 260 -128 409 125 -68 1.133' 0.80 1.600 8.33 104 869 29 145 165 898 278 -139 426 128 -71 1.332 0.83 1.666 M 9 113 1015 34 169 192 1048 315 -162 460 134 -77 1.815 0.90 1.800 Cantilevered rafter - 1/180 1 100 50 2 8 -52 -110 2 51 109 -9 0.003 0.067 1.5 150 113 4 19 -116 -173 3 77 114 -13 0.013 0.100 . 2 200 200 7 33 -207 -240 6 102 119 -17 0.043 0.133 2.83 283 401 13 67 -415 -363 12 145 126 -24 0.170 0.189 3 300 451 15 75 -106 -390 14 153 128 -26 0.215 0.200 • • I f _- I� oo So rs' r c2,63zze t zi;i: A S 0,511q 1113 0-60 1,007 0, 5 J G 7 in- 0.0-1--10/1 r " 1 i b_ , C Z5 _ 5< 6 -8 ^ 1 1 ! 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Z, l5�,'0► 32355 M i ,Q, Z Meta - 2, 616 8 L a2 -Fe i n e V✓ 9- n IA/ 32,355 949 , zJ570 Lr z,5o For- Cqn- ►` levers 32, 355 in -lb --- 1 `l C /8 w= 2676 -z 5 e w aP Gam #/ vex ors G o i7e0c4 ! oa- (L. ri✓ -I S'o s� $ a�� ass p /jois-f OS9 I, 67 +0,8S = 1, 8Z 19l- 5 ay P ' r "n i r� c ` j / a w, eh f- rNe cJ-(opt --- !ghofe o o -P 5o (s - 1 r -- o, 8 Z a8,n `/ . 1s z %� , A S" O, .5/ II 1 13 (-/-op) 1,‘0 0, 5T 07 (,b04 - 1,3413 b _ z-5' S < .8 = I Z - 1 O, L5 < 7-3 � y IJaz_ -- Z l i<-5/ -por- 606/ 1 * G DOS TS -f o r +e oss r _ /9 K s r "o"1-h/ / . M orhe Coy, Pi = i1 5 05114 - l0 n -Jb 1 V1, = m 9 O,so7r - I /,ZZ3 ,- -lJ - r, .67 W•X .p, w,e ad so a (e C k. S 00 1,6 porn - /o . c e Ce.r�1� Iv?-- oo•,� ?so ,e 1 130 in C -fro May. S o v,J / o o`er( PL - l bos-P - 10 Sr ---> y �� �, ` y�, 8p,54 ►oo /2 span 1 -l-( _ w 3L1 psi iz - 29 Ind = a z_ I°3 psi ) 6 5 75 )7. 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HANSEN ARCHITECTURAL SYSTEMS , VH -42933 _ l.,_ (DESCRIPTION ma DIE , DASH BEAM TEMPER 6063 T6 LOG. +NO. l .fANDARD TOLERANCES TO APPLY UNLESS OTHERWISE SPECIFIED MK ER I PROPOSAL 11068-5 K - E X P O S E D S U R F A C E . 2.750 I r .250 t --- .878 R.060 (2) " l 1 I LIF f ` .625 I UNMARKED RADII TO BE .031 RAD. 0.169 BREAK ALL SHARP (2) 4.000 CORNERS WITH 2 /.- _ _ _ - f.034 0.010 RAD. • 1/4" X 20 SCREW THREAD 2.125 (3) 1.D.-/ .625 j I --- .625 L - 2.375 1 3.000 . ±.034 • 17(A lj 5 L fil ' 1 , v y .7_ `�.3 S , ACTUAL SIZE UNC OI�� � O DOCUMENT . �. 2.15 rid 5;;p I. : 2y 1 INDA .LEX PLUG RATIO: 2 ALUMINUM SOLUTIONS LN2: YES T 0 - MONTRE.AL - CALGARY - VANCOUVER 4 EST. AREA 2. 137 IN 1378.67 MM2 ((OUT PER. 19. 409 IN 492.98 MM ° I T. WT. 2.522 Lss/FT 3.753 KWM 125 ± 007 EX AS SHOWN ©( X o c ST. PER 36.238 IN. 920.45 MMTC.C.D. 4.926 IN 125.11 MM . t k OWN BY BW [ CAVITIES — 1 1 SCALE 1: 1 DATE 02 02 8 I1 § (11°) DIE SIZE BACKER SIZE 4 BACKER NO. BOLSTER c 9 _i_ 5.5 " 1111 - -- - P. H. - i - ._C 1 1 A1 L DATE - - REVISION 1 • CUSTOMER CUSTOMER - • - T NO. DIE NO ■ HANSEN ARCHITECTURAL SYSTEMS • VH --- 4312 0 DESCRIPTION RAFTER HOLD DOWN 1 TEMPER 6061 T6 Poc. _ NO H _ ,TANDARD TOLERANCES TO APPLY UNLESS OTHERWISE SPECIFIED i OCKER , H °SAL 1068F-4 • r, I i . E X P O S E D A L L A R O U N D / .• • 1 1 .789 --1 0.258 289 ±.008 ___________ _______ ± . I I ..a 1.900 W . 970 �' .727 f.024 r 1.400 I 4 1 C- .250 rt / { I * I R.125- C [�,�, ' (2x) ..a, T--1 R.063 pmd (4x) .500 — 0.015 x 90' V- GROOVE 1.000- V 2.688 ±.032 I ' 77r.Z 1 / \ i ACTUAL SIZE BREAK ALL SHARP CORNERS WITH X= DENOTES LIGHT 0.010 RAD. PAINT COVERAGE 4t)INDALEX ' PLUG RATIO: _ 2 1 - A �AONTREAl. O x O VANCOUVER LN2: YES I m F. '• , EST. AREA 1.6 IN 1083.30 ).44 OUT PER. 8.635 IN 219. MMl I o ;T. WT. 1.981 LBS/Fr 2.949 K WALLS - .250 ±.007 EXCEPT AS SHOW ©i(©) x__ D, .. L IST. PER 12.1 1 1 'N. 307.62 MM C.C.D. 2•946 IN 74.84 MM © 8 W CAI I Dm BY WL I T CAVITIES - 1 SCALE 1:1 ], DATE02 /04/22 © (o N I: - T . I DIE SIZE PKT. LIP BACKER SIZE BACKER NO. BOLSTER ©�©�' f � O q X 5.5 At P.H. 1 — — 1C1662 C' I DATE M REVISION_ "COSTUMER , a- 'ART 0. DIE .. HANSEN ARCHITECTURAL 1 1/S - -3 IDESCRRI- fON COVER SYSTEM- RAFTER SECTION _1 4 6005 T5 00 . � NO _ " t .4NDARD TOLERANCES TO APPLY UNLESS OTHERWISE SPECIFIED j BACKER I 4 P° 0988A - 1 EXPOSED SURFACE , / I I --- .825 — OSt -r .750 .012 " T M FAR �>� _1_ - - - -- -- . .198 .257 ,446 l rs 111 TO IT 1 4 ' 3. . 00 S CREW £.024 1.901 1.500 ±.016 I r \ . _ _ EXPOSED SURFACE _ � BREAK ALL SHARP ACTUAL SIZE CORNERS WIT H;�T UNCONTROLLED 0.015 RAD. t DOCUMENT ()) DALEX PLUG RATIO: z o -s►L N u h cA ly u va 4 ri_t_ 1.1V2: YES r; r [ EST. AREA 0. 719 I1T 464.16 MM OUT PER. N A IN N A MM o .---- wr. 0.849 L;t 1.263 Kc/M WALLS - . 125 3 ' .007EXCEPT AS SHOW 1 x xTx - T 8D . , PER 12.707 IN. 322.75 MM c.c.D. 3.380 IN 85.86 e4M X Q X BD ti L .. OwN m B Y BW T - 1 SCALE 1; l IDATE01 © 80 DIE SIZE Fa LIP i BACKER SIZE BACKER NO. ; BOLSTER inn (0)# ral th � 9 x 1.5 , � " . 1 + 9 x 4" 11676 C22 A2 A DATE 1 REVISION fa — 1 — FITS WITH PART# ALL OUTSIDE SURFACES EXPOSED It aXita.v06; LEI y : 244 NI 2.376 ells•- 1.966 .205R. I I I (4) • + 1 + _ I:. S M FULLR. _ (8) REF. REF.,357 (8) - - - - -- -- 1.966 2.376 60. 1 1 4 1 .015X90 ( DEEP (8) + - .224 • C\ I WAS DIE H- 910288 • LOO NOTE: .TYP. WALL EXCEPT AS NOTED 1> .010 R. X .010 HIGH I.D. MARK uxMARro;D CORNERS .oio B. CONTAINER 8 DIE RING 6 S IG 2 AREA .995 PORTS . 2 an — 1.194 W/P - ROISTER 2 -7 PERI. 19.662 DIE SIZE 11X6 -f KEN DATE 6/19/00 _ MAIL 6063 -T6 CHKD. STANDARD TOLERANCES ' B fZ DATE -/9,,,,O, UNLESS OTHERWISE NOTED _ LET. REVISION BY DATE ��A■ CUSTOMER HANSEN ARCHITECTURAL lsc� PART NO. 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