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Specifications METALS USA: LATTICE AND SOLI') I.AJv mow...... --• ..• -- - - - . wiwwnt� SECTION DESCRIPTION ----- �•�, PAGES DRAWING - �+� 1 PAGE LATTICE0I.DWG STRUCTURAL CONFIGURATIONS i , �``� P AGE . LATTICE 01.DWG GENERAL NOTES T his permSt does not auteitlied o �� 1 r rights of holders of private easements. The ap- 1 PAGE LATTICE 02.DWG COMPONENTS plicant i ur ged to contact any such parties and �iY 2007 .. , • secure shier approval be fore com w ork. (� • 3 PAGES LATTICE03.DWG CONNECTION DETAILS �i CI J. / 0 i ib itK � LA ( / "1l✓� O�,v1 � y ,T,• °�T�yT�'RT�C>•�� PAGE 1.0 RAFTER SPANS FOR LATTICE STRUCTURES IN NORMAL AND HIG WIND AREA 2:0 PANEL SPANS FOR PATIO AND COMMERCIAL STRUCTURES IN NORMAL AND HIGH WIND AREAS 1 PAGE . NORMAL WIND AREAS V 4 PAGES 3.0 POST 'SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS 2 PAGES 4.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS USING BOX BEAMS IN NORMAL WIND•AREAS 2 PAGES • 5.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN NORMAL WIND AREAS HIGH WIND AREAS • 4 PAGES 6.0 SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS USING BOX BEAMS • IN HIGH WIND AREAS • 2 PAGES 7 • -0 2 PAGES 8.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN HIGH WIND AREAS • • • • 1 PAGE 9.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES �,E p • t)FFS NG EFq ` LIABILITY F ebruary 6 2 008 �`� 725 O EGON - . T. ' -- Approved F TIGARD plans T he City of Ti an its CITY O shall be on job site. • employees shall'not be Apped . -- _____., ( )' Condit - - APProved - . _ • responsible for discrepancies For only the wo descdbe '� C� t 5. 2 �P� • A which may appear herein. PeRM1T NO. - ______ . ) See Letter to: Fo - -- _. - - - -- . - - -_- 4 M. PV t • dress: l 1+- - -..._ t 0 • •-• ._. • • ' 2: r. ),. , trolly . • Job Ad :�` Date: NI (EXPIRATION DATE: 12131/ By: i LATTICE TUBES NOT ROLL FORMED PANEL PANEL - . REQUIRED W/ 2'X3.5' ..-<" ALUMINUM RAFTER e_.- OR FOAM CORE SANDWICH PANEL 6 Ravisfons OR 3'X3' RAFTERS , -41111 HEADER --., .., -::-..,...• 1 , ' „__-_-'.-'''- _ -.-.:---------• 14 ---4.111 ----.■ --...,, -•„,,, --....,..-..„ ,. _._-,-..,-,•%--.- - - . - -..---- • _---------- .:-.:- l'-'40. 1 HEADER . -_-% -- ------- ---- - .- ---4.<111' POST ri■ ,..'" \ _ . ..:, __,__- -,---,•-•,.:- - .- op- -,,,-, .."...... IN ..,.. , ,,,, t= (f) •,,, \ t- .•-..... 36' MAX ih- - 11111. 1 - II ...... '..• : .. \,..., CO I = 0 OVERHANG i I ill .' . :* .• : 1 . ‘41: - ... ' • •'...' • ' .t...%., ... -', •,.,_ :.'• .:, ... - r 24' MAX = D OVERHANG 11 . • • .- . • • -4 .• -• %: •• • ' -'11111.* ' '• . ' • a FOR 60 PSF ....'•; —7 r — t- - '1. : .'. 7 • ., ••• .t• .• . 4 . ' 1 : i ::.-- --- 4. ./f , .•44 1 , 460 10 11 : ) ....: ...Al -'f• , CIRCULAR CO= 0 h42 SNOW LOADS . ' -.:- ...'•• • 1... ....1 .:•• • • • • • ' ''• • '••• - • • '.--.• • _-:--':- 1r FOOTING astentna Er SI '-....• 'N. i POST • •1 -?1 '. ' !.° &'•• ..... : • -- :•• •" ': -..---- 3.5 " CONCRETE %,. 1:•:..•'1.";:. .....t, SLAB(OPTIONAL) NI II. ,.....Z:::„..........›....44 lossvmstalsm eri gEgt ••■,...tx.:',;:: '••• • 5....`" :"... .4 -57 • r .7 ' 6651444141 Z (13 a n■ FREESTANDING SOLID COVER 0 FREESTANDING LATTICE COVER . • 1 s... s, 0.042"x3"x8" ALUMINUM BEAM . .. N ....."..• . '4 ----."''' 12, 14 OR 16 GA BY 3"X8" STEEL C-BEAM CUBIC iii DOUBLE 0.032"X2"X6.5" ALUMINUM BEAM PROJECTION . 111 CO DOUBLE 0.042"X3 ALUMINUM BEAM ALL HEADERS MAY . , CLEARSPAN C OF LEDGER BOARD LATTICE TUBES NOT 0 11 I E: I . REQUIRED W/ 2'X3.5' .., 4 4 4.. OR 3'X3' RAFTERS •••••••••°°. ioN iill it iii to...3.. .40 - •---.,-' 7!581bi flu _. . ___- -,- - •,,.. w\ ......_ - --- --- - - - ' ' - - -- - 411.- -1 ALL RAFTERS I \ _ ,,, l 'N-...„, '''.-----::-•`-, -... `-... -.."--, . 0 (1 0 , 15 2.0 . ,,,:::"--_,,--;---- --40. 1 30% OF THEIR • `,.. "-. - - ,, ',, ---. ./0 " - i 1 . -.. .-. 1119 4 M. PU 'il ' ..-,.• , .. 0-0-- i • • s. . : ..‘,:.-:-..,..--.:..., ,,,, -,-- ■ ALL PANELS . I MAY OVERHANG (EXPIRATION DATE: 12/ I .16,1 30% OF THEIR *lir CLEARSPAN PUTN IN AM ENGEERING . iv 3441 IVYLINX PLACE LYNCHBORG, VA 24503 . ' • • i ■ (434) 384-2514 •••• , ■;: ...';•.:. • : ' ... ::•':.• • " CONCRETE • SLAB •: i: ' . ' • • - '00 7 . v CARLPUTNAMBADELPHIA.NET CMP •"---, . . Ir.:..I „- , ........--- L.; 3.5 ATTACHED SOLID COVER • ..":.;; :";.,. 4 / Ctud. Of CMP 0.042"x3"x8" ALUMINUM BEAM ATTACHED LATTICE COVER J. Ode .' 2/6/2006 12. 14 OR 16 GA BY 3"X8" STEEL C-BEAM MAXIMUM HEIGHT FOR PATIO COVERS IS 12'. 3.5 CONCRETE LATTICEOI.DVG DOUBLE 0.032"X2"X6.5 ALUMINUM BEAM MAXIMUM HEIGHT FOR COMMERCIAL COVERS SLAB (OPTIONAL) I P.C. I OF 6 DOUBLE 0.042"X3"X8" ALUMINUM BEAM AND CARPORTS IS 18'. \.... . R edaiono • 6. Light gage steel shall be per ASTM A653. Grade will be specified under individual details, Thickness is bare steel. Negative thickness tolerance Is -5 %. l � EXISTING . 7. Alternate alum. alloys may be substituted for those specified STRUCTURE ? provided they are registered with the Alum. Assoc. for equal or __: TRIB WIDTH TRIB WIDTH - -- -. TRIBUTARY WIDTH —1 greater guaranteed minimum properties (Ftu, Fty, Fcy and E). • -- Thickness indicated is bare metal and negative tolerance is -5 %. 8. Lag screws shall b p laced in holes prebored 70% dram. For .' _ OVERHANG L concrete construction, place masonry anchors in reinforced C? -_:: I ___ grouted elements block only. == - 9. A f a solids Inve Is not necessary unless e 1 "' r equired by 1802,2.1 through 1802,2.6 of the 2003 IBC. 2 m.. =" 10. Drainage which otherwise would go over a public sidewalk shall ° � - = be collected and diverted under sidewalk. C. X 111 11. Patio Covers may be enclosed with insect screening or 1/8' a a? • thick translucent or transparent plastic. z °t _� TRIB WIDTH — TRIBUTARY WIDTH —1 1 2. The roof panels shall have a minimum slope 0.5' per foot. � i „••,1 13. Soil Is assumed to be Class 5 of Table 1804.2 of the 2003 IBC. --• BEARING 1500 psf vert., 100 psf /ft. horiz. co 14. All steel shall be galvanized or painted one shop coat of rust ■ Inhibiting primer and one coat of enamel finish coat. Paint inside of ! • all embedded posts from the bottom to 12' above grade. X 90 PRO' . , GIN S' `S,. � 15. Wind velocity and Snow /Live load is identified in all of the relevant tables. 2 ' 580 r 16. The width of single span attached structures must be at least 75% of the projection. General Notes 17. Multiple span units are allowed. For attached units one Il a'R ON f horizontal dimension must be equal to or less than 30' unless o UZ 5 2p '9 1. Structural design per 2003 International Building Code. Patio additional wind evaluation is provided. There is no restriction on Covers as defined In IBC Appendix I shall be used only for the other horizontal dimension. This restriction relates to the 9 M. p 5 recreational, outdoor living purposes and not as carports, garages, definition of 'a' in ASCE 7 -02 Figure 6 -2 and 6 -3. storage rooms or habitable rooms. Commercial Covers may be used for these purposes. 18. Any unit built In a snow load higher than 30 psf and in Seismic (EXPIRATION DATE: 12 /ill Design Category D, E or F is not permitted w/o additional seismic 2. Fasteners are to be stainless, zinc coated or galv. steel. engineering evaluation. Concrete anchor shall be installed in accordance with ICB❑ E.S. PUTNAM ENGINEERING • Evaluation Report 4627 or equivalent. 19. All roofs are Class A fire rated. 3441 IVYLINK PLACE BURG, VA 24503 LYNCH 3. Concrete shall have a compressive g ressive stren th, f'c, of 2500 psi 20. All screws are self' drilling (SDS) or sheet metal (SMS) and in ARL CARL PUTNAHEADELPHIA (434) TNAN8A at 28 days. Minimum slab thickness is 3.5'. No post shall be placed conformance with ICBO ER -5202, ER -5623, ER -5272 or equivalent. • within 2' -6' of a crack or 4' of an edge or expansion joint. ■ 21. Header splice shall not be located nearer to the end than r ef CMP 4. Each application shall show a complete plot plan of the the first interior post. a cHP property and buildings. Circle the post spacing, span, etc.., in the tables that fit that particular Job. 22. Botts shall conform to ASTM A -307. 2/6/2006 Moan LATT[CEOI.DVG 5. Each installation shall bear an identifying decal giving the name 23. Sliding and drifting snow are beyond the scope of this report. I Emi and address of mfgr., live load, horiz. and uplift wind loads and \ 2 OF 6 l approval number. \ J '6/.7 O D t= 0.055 "(Fluted) 6061 -T6 / TYP ©-- 0.018" MIN t =0.120 "6063 -T6 ALUM t (� Revision. '1 A653 GRADE 50 STEEL -ii I 1.5 "x1.5 ", 2 "x2 ", or t= 0.095 ", 0.120 ", 0.188" 3 "X3" ALUM RAFTER /POST 3 "x3" LATTICE 1-1 t= 0.024 ", 0.032" OR 0.040" 0.060 (16 GA) 3105 H25 ) 3004 H36 • '. 0.042 0.024 3" or 4" ;\ ) 8 n ---- -0.036 6.5" 0.032 7'938 - -0.075 (14 GA) 0.030 0 040 0.105 (12 GA) OF _J r 3,. _-.-1 3" or 4" 1 -- SQUARE POSTS 3.5" t ©A �- ( 2.5 0.95" 3" „ L , F 2 "x6.5" HEADER/RAFTER --../ 8" STEEL C BEAM H O J 2" L~ U L- ' 3" __ ALUM 3004 H ASTM A653 GRADE 50 © V:2 .43" 0.28" 3 "x8" HEADER/RAFTER 2 "x3.5" ALUM RAFTER = ❑ ALUM 3004 H36 ALTERNATE STEEL POST t= 0.024 ", 0.032" OR 0.040" ROUND Fy = 36 ksi ASTM A36 3004 H36 ALUM =e 0 2 "x6.5" ALUM CLOVERLEAF Fy= 40 ksi ASTM A653 mamma CC SIDEPLATE GRADE 40 D 1 • t --1 2.875" (-- " Cs} he mine e 0.024 "x3 "x3" Q 2 "MIN 3.0" ST t Itspolempot = 2 , SQUARE POST 2 ", 3" or 6" f I ®1 0.090" 0 n #14 SMS @ 0.095" STEEL ASTM A653 ('-� I l f 2.25" 5.5 2.72" 0.�� 24 0/C TYP GRADE 33 OR t 2 I I SHOE BRACKET �� 188 " el. 5.875 TYP 0.100" 6063T5 ALUM. © ^ ALUM 6063T6 1E11 ` '� 0 l "L" DEPENDS ON DETAIL AE © I 1_0.125 2'188' 0 .25 5 . ] N 0.062" POST BRACKET J 5.5" ALUM 6063T6 0.125" "H" BRACKET HEAVY DUTY BRACKET TYPICAL POST DETAIL ALUM 6063T6 ALUM 6063T6 4,V ob. PR O F 0.19"R N r • ", L • I 1.00" [ • 1.220" 1.100" _ 0.70" � � 7 : :811 • 0.625" f t 0.25" 2.50" } .�- 0.14" r 0.030" 0.60" 0.30" I " 1.315" " 1.349" „ 0.12" OREG • N 3 2.5 0.25 R =0.2" 2.01 " 2.0" L C0 2. � y R C Y 15 , 2o � 6.00" P } L. 2.40" J . - j 0.� " ( M. PUl � 2.5 "x8" ALLMET FLAT 2.5 "x6" VIKING FLAT 0.300" - © PANEL 3004H36 J L0.6" (,xPIRAnoN nar » � '' • © PANEL 3004 H36 0.5 0.6" ® 2" x6" VALLEY FLAT PUTNAM ENOINEERINO • 3441 NYLINK PLACE P ANEL 3004 H36 LYNCHBURG. VA 24503 (434)3842514 0.87" 0.80" #10 SMS @24" O/C ` CARLPUTNN* ADELPHIANET 0.13 "R ` @ PANEL INTERLOCK 'Draw - CMP - 0.15" ' (({(�� - I - .: 7 r d' :a •. • . 1.5 PCF FOAM °"`` r* 2.33" CMP j 1.�7" 2.28" I •'• .• y ' 0 20" �J 1 ' •. ALUMINUM SANDWICH PANEL Dm � I 1.19" 0.45" 1 3" tr . .e • • - ° , • 0.024" O SANDWICH PANEL CONFORMS TO ICC AC04 Floral. LATnCEO2.owc • 0.20" - L 0.40" 1 • '' ADHESIVE CONFORMS TO ICC ACO5 '� I P". 30F6 ® 2.33 "x6" FLAT PANEL 3004 H36 3105 H14 ALUMINUM i • Revblona 1 ALUMINUM 0.042 "X3X8 0 I" .042 " X3 " X8 " t ` ` ` r ER ii► .14 SM SCREWS 1 (8 PLCS) #14 SCREW (4 PLCS; ALUMINUM I I 3 "x8" B AM ' "H" BRACKET • II 1110111 14 SM SCREWS x _ - _ IJI ; 14 SM � I � TYP SPACING U � SCREWS ETAIL M U I� II (16 PLCS) 3 "x3" POST O O = 24" 0/C D • ``\ 3 "x3" POST i 2 "X6.5" m 3 "x3" POST (84PLCS) � O SIDEPLATE °' ; F 7 8 SMS grits LATTICE TUBE z m p _n _ r.g DOUBLE 2 "X6.5" hI �I L O X I �C- • LUM RAFTER a OR DOUBLE 3 X8 ST - HEADER I�I HEADE TWO #8 SMS Ili 0.042 "X3 "X8" Y TWO #14 1; AADER 3/ _ INGS d_33" BLTS FOR I 40 PSF D # SMS � ALUMINUM III�I FOOTINGS UP TO d= 42" . 4 EACH SIDE 'H' BRACKET an EADER 1 SEE TABLE BELOW FOR PE.D PR 1 1 . TWO 3/8" BOLTS NUMBER AND SIZE OF X40 � , iNE 6, 6> POST 3 "X3" STEEL POST FOOTINGS UP TO d =33" SCREWS. ALL STEEL FOUR BOLTS FOR C BEAMS USE TWO #14 SDS i FOOTINGS UP TO d =42" No. of #8 Screws , • • • rk Wind 2 3 4 6 iik \ Speed t (In) Header . Allowable Trlb Width OR ON #14x3/4" SHEET METAL 90 0.032 Double 2x6 15 all all all (1 1 y 0- OR SELF DRILLING SCREWS mph 0.042 0.042 "x3 "x8" 10' 15' all all 9'9 M1 Pv�tJP` S TABLE FOR QUANTITY 0.042 Double 3x8 all all all all 3X8 STEEL C HEADER 110 0.032 Double 2x6 10' 16' all all I :) I ;;1( ',�,•' �. 12/31 II�-'i • mph • 0.042 0.042'x3 'x8" T 10' 14' all LYNCHeuk4, VA V,3UJ 0.042 Double 3x8 14' all all all M34) �' -2 s� • LPUTNAMOADEIPHIANET 130 0.032 Double 2x6 7' 11' all all - STEEL # OF #14 SMS or SDS mph 0.042 0.042 "x3 "x8" 5' 7' 10' all / O - a - ET AIL N C BEAM 2 4 6 8 10 0.042 Double 3x8 10' all all all ► a� cup Cubic Footer Size "d" (in) o,. 2/6/2006 3X3 STEEL POST 3/8" BOLTS. USE 16 GA 2 0 25 29 32 34 TABLE 9.3 COLUMN J "°°"' urncE03.0wc TO DETERMINE 14 GA 22 27 31 34 37 NUMBER OF BOLTS 12 24 30 35 38 41 I r 4 6 Aseli Seal with permanently 2 "x 4" Stud A B f lexible & waterproof SIMPSON A34 ROR EA. EACH TRUSS /r Rabiona SEE TABLE 9.5 sealant RAFTER CONCRETE OR / , ' id FOR FASTENER 2 "x6" Ledger Board MASONRY ANCHOR i1 SPACING 111111 3/8" Log Screw Existing 2 "x wood / I 1 4" LAG SCREW ' framing @24'' O.C. AC I nuruuuu �� . #10 WOOD SCREW . cm / STUD, CONCRETE Compl etely seal 0 OR MASONRY WALL I with permanently D.F. Larch. #2 or BTR aa / 3.5" MIN flexible & water - Continuous 2 x , STRUCTURAL PANEL �f/ / proof sealant fascia boar• } - / A TTACH RAFTER OR W #10 SS �� I� TYPE HANGERS .25" umumumimn� PANEL PER DETAIL Ig 1� (� 66"0/C ! - -3,25" mi ' I,- MIN AA, AB OR AD 10 WOOD / I � Synthetic Stucco or other D SCREW n non— structural covering 0. m # Al ' +' / 1/4" SHEAT max. thick) O ��Cm 1 4" LAG " hick) m molummil IX STRUCTURALN � � (1 11111111 SC R EW 7 SP THE ALLOWABLE PANEL r � TABLE 9.7 TO FIRST ROW OF POSTS "L" OVERHANG EAVE 0 A A �� / STUCCO ATTACHMENT DETAIL POST z eFEE '� ' WITH LEDGER BOARD Live /Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" .... LEDGER AND WALL ATTACHMENT Lattice Cover Wind SIZE EAVE OVERHANG ; Lattice Caver Wind (24' O /C) 12° 18" 24" 30" 38' OOD LEDGER OR STUD 10 psf 2x4 15' -8° 8'-11' V -10" 3' -9' 1' -10" —i _■— ALUMINUM RAFTER 90 MPH Exp B 2x8 22' 22' 1T -4" 15' -8' 11' -3" Will 5 Lattice=100 Exp C 2x8 22' 22' 27 22' 22' 10 psf 2x4 11'_2" 6-7" 4' -1" 2'-4' 1' -I" m I' TABLE 9.6 SPECIFIES TYPE / AND NUMBER OF FASTENERS 90 MPH Exp c 2x6 22' 22' 15' -1° 10' -1' _ T -2" r E Lattice =110 Exp C 2x8 22' 22' 22' 22' 22' AE 20 psf 2x4 11'_0" 6'_6" 3' -11° 2' -3' 0' -t 1" DETAIL J 100 MPH Exp B 2x8 22 18' -4' 12-10" 9'-4' 6' -9" 38" BOLT Lattice =110 Exp C 2x8 22' 22' 22' 19' -6' 15' -4" ��..0 PROF? , I FOUR # SM / 25 psf 2x4 8' -9" 5' -0" 7 -11" i' -5" 0' -3" < , GIN : S S CREWS 11..!. 100 MPH Exp C 2x8 22' 14' -7' 10' -2" 7' -2' 5' -1" C, � ONE BOLT DIAM. (MIN) Lattice =120 Exp C 2x8 22' 22' 20'S° 15'-6' 12'-1" I I 30 psf 2x4 7' -1" 3' -10' 2' -0" 0' -9' 0'-0" / 1 JI�11 11 0 MPH Exp C 2x6 18' -3' 11' -11" 8' -0" 5' -6' 3' -6" 5$ U ' : MaN ' r STAINLESS STEEL Latice =130 Exp C 2x8 22 22' 18'x° 12' -1' 9' 8" AD G ;: ' • �� HILTI KWIK 40 psf 2x4 5'_2 2-9" 1'_3" 0'_2• 0.0 1 / 1 DETAIL K : • °.-••:':';; ' r • ' \ BOLT II 120 MPH Exp C 2x6 13' -3" 8' -8" 5'-9" 3'-9' 7 4" • " I. 6 N ° -' ICC ESR - 1355 Lattice = 130 Exp C 2x8 18' -8" 17' -2' 17 -1° 8'-11' 6'-7" `�(�( �. 7 2 • is �': 2x4 3 . 2 ,. 1 . 4 .. 0 . 3 .. 0 . 0 . 0 ' -0,. '9 ' ` ' }• ' -7 ' T 60 psf P ..:: 'e.: •: :: OR EQUIVALENT 130 MPH Exp C 2x6 8•_3" 5, - 4" 3 ._ 3 " 1'_10' 0 ' - 4 ( M. P U�� 3" POST Lattice =130 Exp C 2x8 11' -11' _ 11' -0' T -8" 5' -3' _ 3' -7" LUM BRACKET ATTACHED POURED FOOTING STEEL POST, (EXPIRAE ION DATE: 12/31/ 41 I� I #14x3/4" SM 3.5" SLAB T / EIGHT PLCS REQUIRED FASTENING SPECS FOR SURFACE MOUNT ISE OR EE DE FAIL . Pun+AM ENGINEERING HILTI KWIK EMBED MAX # OF 3!8" CDS L441 BUR PLACE W BOLT I I DEPTH FOOTING H O R IZ. (434)884-, 51 24503 �fi (434) 384 -2514 • 1II w CARIPUTNAMOADELPHIA.NET DIAMETER SIZE BOLTS 8P:..'...._.._ ! TW 3/8" x 9 � . ip a DS 9 ". 3!8" 4.25" d= 25" 2 !'•s d= 28" 2 STEEL R • 1311111111111111l 4...... n 12" ... 1!2'• 6., � ;�; ..,' (REBAR) [DMinl CUP 14" 5 /8" 7" d= 33" 3 ;.•••,,; • :• OR BOLTS NEAR a.,t w CMP 16° 314" 8" d= 36" 4 - '. ' - BOTTOM OF POST. °b - 2/e/ AF 3/8" HILTI KWIK BOLT II I- �I "'"°°' LAT0CE03.0wG 'Nil, W/ 2.5" EMBEDMENT FREESTANDING POURED FOOTING % . I " s of s J POST ATTACHMENT DETAIL TO SLAB r 1bcICuL.r+a.) 2'X6.5' ALUM RAFTER ALUMINUM OR DECORATIVE Revisions 1 STEEL POST POST COVER 111Wir DO UBLE ALUMINUM 3'X8' FIBERGLASS 1.5'X1.5" METAL L I OR 2'X6.5' HEADER POST COLLAR ANGLE BRACKET ��ssi>•I. STEEL OR ALUMINUM POST (TYP) "111.111.1"111111" NON STRUCTURAL FIBERGLASS POST SLAB OR 5/16'X3/4' BOLT Dis ALUMINUM LATTICE FOOTING �■■� • Aj FIBERGLASS POST SLAB mo CONCRETE ANCHOR O OR FOOTING ATTACHMENT ;; • .: •..... ''; 0 • \ ',-, :: \ / II' ATTACH AS PER DETAIL W '° NIIIIMMIr DOUBLE ALUM FIBERGLASS POST COLLAR 0 C- CHANNELW /(3) # 14 3'X8' OR FIBERGLASS POST #14 S MS OR SDS S.M.S. TO EACH SIDE, C:= ajiii 2'X6.5' HDR HEADER ATTACHMENT W/ SEALING WASHER 1/8 "0 ALUMINUM 3'X3' STEE SEE TABLE 2.7 1/4'X1/2' POP RIVETS OR ALUM POST FOR SPACING @12' 0/C �~ S.M.S. @ �� A NON STRUCTURA 6' D.C. — — J FIBERGLASS POST FOAM CORE ROOF PANEL ___ — — — — Wilt • O ALUMINUM - NOTES: — — — — A 1. FIBERGLASS POST IS NON -LOAD BEARING 3'x8" ALUM BEAM L FOAM CORE .. I 2. ATTACHMENT IS TO HOLD VERSUS MINOR PANEL STUB POST LATERAL FORCES HEADER 2'x 6 1/2" BEAM 0.040" MIN 3. USE MULTIPLE BRACKETS AS NEEDED. 3'x8" STEEL C BEAM ATTACHMENT (NON-STRUCTURAL) �P�O PROF THICKNESS DOUBLE 3'x8" ROLLFORMED �� IN � � FOUR #8 SMS OR DOUBLE 2'x6.5' F ASCIA (NON- FOUR #14 SMS FOR STRUCTURAL) 7 ` ;O• , , { 1111111 120 MPH WINDSPEED I 12 i EIGHT #8 SMS FOR HEADER ATTACHMENT TO WALL RAFTER HEADER r 40 PSF SNOW LOAD OVER ATTACHMENT TING OR O 3 RAFTER MAY NOT ATTACH HEADER I Aram 111m TO EXISTING �, L� 20 0 ALUMINUM RAF WINDOW OR OTHER WALL OPENING '-"'- "'-"' - "" ' HEADERS III STRUCTURE x '94 M. PU �� FOUR #8 SMS I WOOD 3/8' LAG j �•�•�� EXNIFATI DATE: 12/31 ; \ FOUR #14 SMS FOR r FRAMIN SCR EWS _ _ _�_.�_�_� TRIBUTARY E10 • 0 � ,� 120 MPH WINDSPEE� ;, � WIDTH PUTNAM ENGINEERING 11110 it:N. '�'� ; �, EIG #8 S MS FOR (6 PLACES) ` 3441 IVYLINK PLACE � , I LYNCHDURG, VA 21503 40 PSF SNOW LOAD I Mif� ! L ._I� 3`X8' ALUM LYNC1 384-2514 'AFTER 1 /2 O F CARLPUTNAMEADELPHIA.NET UNDERHUNG DOUBLE RAFTERS 1 7/8' rein - BRACKET • • i • 4 SPAN r ,., up '� F �- AM 3'X8' ` STUB POST e, cMP ALUMINUM / __ ALUM MAX 2/6/2006 RAFTER SPACING MAY _ f HEADER FOOTER BE DOUBLED WHEN USING 3.25' MIN SIZE MAX TRIBUTARY AREA attke044WB DOUBLE RAFTERS. t= 0.040" #14 SELF - DRILLING SCREW d- 43' 210 SQ. FT FOR 10 PSF NTS � "°0' a oF 6 / MAX 0/C SPACING IS 60" O AK DOUBLE RAFTERS (SIX PLACES) 110 SQ FT FOR 20 PSF 1.0 STRUCTURAL PANEL AND RAFTER SPANS FOR COMMERCIAL, PATIO AND LATTICE STRUCTURES IN HIGH AND NORMAL WIND AREAS 0.042 "x3 "x8" RAFTER (Single Span) 0.032 "x2 "x6.6" RAFTER (Single Span) 0.040 "x2 "x6.5" RAFTER (Single Span) 0.030 "x3 "x8" RAFTER TABLE 1.1 0.036 "x3 "x8" RAFTER TABLE 1.2 0.042 "x3 "x8" RAFTER TABLE 1.3 TABLE 1.4 TABLE 1.5 TABLE_ Live Raftet Wind Speed and Exposure Live Rafter Wind Speed and Exposure Live Rafter Wind Speed and Exposure Live Rafter Wind Speed and Exposure Live Rafter Wind Speed and Exposure Live Rafter Wind Speed and Exposure LoadSpacing Exposure B Exposure C Load Spacing Exposure B Exposure C Load Spacing Exposure B Exposure C Load Spacing Exposure B Exposure C Load Spacing Exposure B Exposure C Load Spacing Exposure B Exposure C (psf) 90 130 90 130 (psf) 90 130 90 130 (psf) 90 130 90 130 (psf) 90 130 90 130 (psf) 90 130 90 130 (psf) 90 130 90 13 , 10 24" o/c 14'-6" 14-6" 14'-6" 14-6" ° 10 24" o/c 17-4" 1 7'-4" 17' -4" 1 7'-4" 10 24" o/c 20' -3" 20' -3" 20' -3" 20' -3" 10 24" o/c 25-11" 25-9" 25-11" 23'-6" 10 24" o/c 17-8" 1 -8" 1 7'-8" 17' -5" 10 24" o/c 20'-8" 20'-8" 20' -8" 20'- 20' o/c 15' -10" 15-10" 15-10" 15-10" 20" o/c 18' -11" 18' -11" 18' -11" 18' -11" 20" o/c 22' -1" 22' -1" 22' -1" 22' -1" 20" o/c 28' -3" 27'-4" 28' -3" 24-11" 20° o/c 19-4" 19-4" 19-4" 19' -0" 20" o/c 22' -7" 22' -7" 22' -7" 22'- 16" o/c 17'-7" 17 17-7" 17' -7" 16" o/c 21' -1" 21' -1" 21' -1" 21' -1" 16" o/c 24-6" 24-6" 24-6" 24'-6" 16" o/c 31'-4" 29-5" 31'-4" 25-8" 16" o/c 21' -6" 21'-6" 21' -6" 20' -4" 16" o/c 25-1" 25-1" 25-1" 24'- 12° o/c 20' -1" 20' -1" 20' -1" 20' -1" 12" o/c 24' -1" 24-1" 24-1" 24' -1" 12" o/c 2T -11" 27' -11" 27' -1 1" 27' -11" 12" o/c 35-9" 32' -2" 35-9" 29-0" 12" o/c 24'-8" 24' -4" 24' -8" 22' -1" 12" o/c 28'-8" 28'48" 28'-8" 2T- ° 20 24" o/c 8' -6" 8'-6" 5-6" 8' -6" 20 24" o/c 12' -5" 12' -5" 12'-5" 12' -5" 20 24" o/c 14' -6" 14-6" 14-6" 14'-6" 20 24" o/c 17-10" 17 17-10" 17%10" 20 24" o/c 12' -7" 12' -7" 12' -7 12' -7" 20 24" o/c 13' -10" 13' -10" 13' -10" 13'• 20" o/c 193" 10' -3" 10' -3" 10' -3" 20" o/c 13' -7" 13' -7' 13' -7" 13' -7" 20" o/c 15-10" 15-10" 15' -10" 15' -10" 20" o/c 18' -11" 18' -11" 18' -11" 18' -11" 20" o/c 19-8" 13' -8" 198" 13'-8" 20" o/c 14'3" 14'-8" 14' -8" 14'. 16° o/c 12' -7" 12 -7' 12' -7" 12 -7" 16" o/c 15-2" 15-2" 15-2" 15-2" 16" o/c 1T-8" 17 1T-8" 1 T-8" 16" o/c 29-4" 20' -4" 20' -4" 20' -4" 16° o/c 14-8" 14-8" 14-8" 14'-8" 16" o/c 15-9" 15-9" 15-9" 15- 12" o/c 14' -6" 14'-6" 14' -6" 14'-6" 12" o/c 17' -4" 17' -4" 1T-4" 17'-4" 12" o/c 20' -3" 20' -3" 20' -3" 20' -3" 12" o/c 22' -3" 22' -3" 22' -3" 22' -3" 12" o/c 16' -1" 16' -1" 16' -1" 16' -1" 12" o/c 17' -4" 17'-4" .17' -4" 17'- 25 24" o/c 8' -2" 8' -2" 8' -2" 8' -2" 25 24" o/c 12' -1" 12' -1" 12' -1" 12' -1" 25 24" o/c 14-2" 14-2" 14-2" 14' -2" 25 24" o/c 17-6" 17' -6" 17'-6" 17' -6" 25 24" o/c 12' -1" 12' -1" 12' -1" 12' -1" 25 24° o/c 13' -7" 13' -7" 13' -7" 13'- 20" o/c 9' -9" 9' -9" 9' -9" 9-9" 20" o/c 13' -3" 13' -3" 13' -3" 13' -3" 29 o/c 15' -6" 15-6" 15'-6" 15-6" 20" o/c 18' -7" 18' -7" 197" 18' -7" 20" o/c 13' -5" 13' -5" 13' -5" 13' -5" 20" o/c 14' -5" 14-5" 14' -5" 14'- 16" o/c 12'-1" 12' -1" 12' -1" 12' -1" 16" o/c 14-9" 14-9" 14-9" 14' -9" 16" o/c 1T-3" 17-3" 1T-3" 1T-3" 16" o/c 20' -0" 20' -0" 20' -0" 20' -0" 16" o/c 14-5" 14' -5" 14-5" 14' -5" 19 o/c 15-6" 15-6" 15-6" 15'- 12" o/c 14-2" 14-2" 14-2" 14-2" 12" o/c 1T -0" 17' -0" 17' -0" 17' -0" 12" o/c 19' -10" 19-10" 19' -10" 19' -10" 12" o/c 2V -11" 21' -11" 21' -11" 21' -11" 12° o/c 15-10" 15-10" 15'40" 15-10" 12" o/c 17' -0" 17-0" 1T -0" 17- 30 24" o/c 910" 6' -10" 6' -10" 6' -10" 30 24" o/c 11-1" 11' -1" 11' -1" 11' -1" 30 24" o/c 12' -11" 12' -11" 12' -11" 12' -11" 30 24" o/c 16' -6" 16' -6" 16' -6" 16'-6" 30 24" o/c 10' -1" 10' -1" 10'4" 10' -1" 30 24" o/c 12' -10" 12' -10" 12' -10 1 -' 20" o/c 8 -2" 92" 8' -2" 8' -2" 20" o/c 12 -1" 12 -1" 12'-1" 12 -1" 20" o/c 14' -2" 14-2" 14-2" 14' -2" 20" o/c 17 17' -6" 1T-6" 1 T -6" 20" o/c 12' -1" 12' -1" 12' -1" 12 -1" 20" o/c 13' -7" 13 -7" 15-7" 13'- 16" o/c 10' -2" 10' -2" 10' -2" 10' -2" 16" o/c 13'-6" 13'-6" 13'-6" 196" 16" o/c 15-9" 15-9" 15' -9" 15-9" 16" o/c 18' -10" 18' -10" 18' -10" 18' -10" 16" o/c 13' -7" 13' -7" 13' -7" 13' -T' 16° o/c 14-7" 14-7" 14-7" 14'- 12" o/c 12' -11" 12' -11" 12' -11" 12' -11" 12" o/c 15-7" 15-7" 15-7" 15-7" 12" o/c 18' -2" 18' -2" 18' -2" 18' -2" 12" o/c 20' -8" 29-8" 20' -8" 20' -8" 12" o/c 14' -11" 14' -11" 14' -11" 14-11" 12° o/c 16' -1" 16' -1" 16' -1" 16'- 40 24" o/c 5-1" 5' -1" 5' -1" 5' -1" 40 24" o/c 8' -11" 8' -11" 8' -11" 8' -11" 40 24" o/c 11' -3" 11-3" 11' -3" 11' -3" 40 24" o/c 14-2" 14-2" 14-2" 14-2" 40 24" o/c 7' -7" T -7" 7' -7" 7' -7" 40 24° o/c 11' -5" 11' -5" 11'-5" 11'- 20" o/c 6' -1" 6' -1" 6' -1" 6' -1" 20" o/c 10' -6" 10'-6" 10' -6" 10' -6" 20" o/c 12' -4" 12'-4" 12' -4" 12' -4" 20" o/c 15-9" 15' -9" 15' -9" 15' -9" 20" o/c 9' -1" 9-1" 9' -1" 9' -1" 20" o/c 12'-4" 12'-4" 12' -4" 12'- 16" o/c 7' -6" T -8" T -8" 7'-8" 18" o/c 11' -9" 11'-9" 11' -9" 11' -9" 16" o/c 13' -9" 13 -9" 13' -9" 199" 16" o/c 17' -2" 1T-2" 1T-2" 17-2" 16" o/c 11'-4" 11' -4" 11'4' 11'4" 19 o/c 13'4" 13'4" 13'4" 13'- 12" o/c 10' -2" 10' -2" 10' -2" 10' -2" 12" o/c 13' -6" 13' -6" 13' -6" 13'-6" 12" o/c 15-9" 15' -9" 15' -9" 15' -9" 12" o/c 18' -10" 18' -10" 18' -10" 18' -10" 12° o/c 13' -7" 13' -7" 13' -7" 13' -7" 12" o/c 14-7" 14' -7" 14-7" 14'- 60 24" o/c 3' -5" 3' -5" 3' -5" 3' -5" 60 24" o/c 5' -11" 5' -11" 5-11" 5-11" 60 24" o/c 9-2" 9-2" 9 -2" 9-2" 60 24" o/c 9-6" 9-6" 9' -6" 9-6" 60 24" o/c 5-1" 5-1" 5-1" 5' -1" 60 24° o/c 94" 9' -4" 9-4" 9' -' 20" o/c 4-1" 4-1" 4-1" 4-1" 20" o/c T -1" T -1" T -1" 7-1" 20" o/c 10' -1" 10' -1" 10' -1" 10' -1" 20" o/c 11' -5" 11' -5" 11'-5" 11-5" 20" o/c 6' -1" 6' -1" 6' -1" 6' -1" 20" o/c 10'-3" 10' -3" 19-3" 10'- 16" o/c 5-1" 5' -1" 5-1" 5-1" 16" o/c 8' -11" 8' -11" 8' -11" 8' -11" 16" o/c 11' -3" 11' -3" 11' -3" 11' -3" 16" o/c 14' -2" 14-2" 14-2" 14-2" 16" o/c 7' -7" 7%7" 7'-7" 7' -7" 16° o/c 11' -5" 11' -5" 11' -5" 11'- 12" o/c 6' -10" 6' -10" 6' -10" 6' -10" 170/c_ 11' -1" 11' -1" 11' -1" 11' -1" 12" o/c_12' -11" 12'- 11 "_12' -11" 12' -11" 12" o/c 16'-6" 16'-6" 16' -6" 16' -6" 12" o/c 10' -1" 10' -1" 10' -1" 10' -1" 12" o/c 12' -10" 12' -10" 12' -10" 12' -' NOTE: RAFTERS MAY OVERHANG 30% OF THEIR CLEARSPANS 1 2"x3.6" RAFTER @4" 0/C (Single Span) 3 "x3" RAFTER @6" 0/C (Single Span) 0.024 "x2 "x6.5" RAFTER TABLE 1.7 0.032"x2"x6.5" RAFTER TABLE 1.8 - 0.040 "x2"z6.6" RAFTER TABLE 1.9 TABLE 1.10 TABLE 1.11 - � E T ll � ii s N 4y Live Rafter Wind Speed and Exposure Live Rafter Wind Speed and Exposure Live Rafter Wind Speed and Exposure Live Rafter Wind Speed and Exposure Live Rafter Wind Speed and Exposure 1 Load Spacing Exposure B Exposure C Load Spacing Exposure B Exposure C Load Spacing Exposure B Exposure C Load Spacing Exposure B Exposure C Load Spacing Exposure B Exposure C M (psf) 90 130 90 130 (psf) 90 130 90 130 (psf) (in) 90 130 90 130 (psf) 90 130 90 130 (psf) 90 130 90 130 10 24" o/e 10' -8" 10'-6" 10'-6" 19-6" 10 24" o/c 14' -1" 14' -1" 14' -1" 14-1" 10 24" o/c 17'-8" 17-8" 17'-8" 17' -8" 10 0.024" 22' -9" 20' -11 "' 17'-4" 17'4" 10 0.024" - 1196" - 13' -2" 18' -0" 10' -11" BUILDING PRODUCTS 20" o/c 11' -6" 11'-6" 11-6" 11-6" 20" o/c 15' -5" 15' -5" 15-5" 15' -5" 20" otc 19-3" 19' -3" 19-3" 19'3" 0.032" 24-10" 24' -10" 18' -11" 18' =11" 0.032" 21' -4" 19-0" 21'4" 16' -3" 16" oft 12' -10" 12' -10" 12' -10" 12' -10" 16" o/c 17' -2" 17' -2" 17' -2" 17' -2" 16" o/c 21' -5" 21-5" 21' -5" 2V -5" 0.040" 25-6" 29-6" 21' -1" 21' -1" 0.040" 22' -10" 22' -10" 22' -10" 21' -3" 227 South Town East Blvd 12" o/c 14-9" 14' -9" 14-9" 14' -9" 12" o/c 19-8" 19' -8" 19'-8" 19'-8" 12" o/c 24-6" 24-6" 24-6" 24'-6" 20 0.024" 12' -8" 12'-8" 12' -5" 12' -5" 20 0.024" 8' -6" 8' -6" 10' -10" 10' -10" Mesquite, TX 76149 20 24" o/c 5-4" 5' -4" 5-4" 5-4" 20 24" o/c 10' -0" 10' -0" 10' -0" 10' -0" 20 24" o/c 12' -7" 12' -7" 12' -7" 12' -7" 0.032" 13' -11" 13' -11" 13' -7" 13' -7" 0.032" 10' -3" 10'-3" 11' -11" 11' -11" (972) 286 -8811 20° o/c 6-4" 6' -4" 6' -4" 6' -4" 20" o/c 11' -0" 11' -0" 11-0" 11' -0" 20" o/c 13' -9" 13' -9" 13' -9" 13' -9" 0.040" 14' -11" 14' -11" 15' -2" 15' -2" 0.040" 12' -7' 12' -7" 12' -9" 12' -9" F(972) 882 -8816 16" o/c 7' -11" T -11" 7-11" 7' -11" 16" o/c 12' -3" 12' -3" 12' -3" 12' -3" 16° o/c 15-4" 15-4" 15-4" 15' -4" 25 0.024" 12' -6" 12'-6" 12' -1" 12' -1" 25 0.024" 8' -2" 8'.2" 10' -8" 10'-8" 12" o/c 10'-6" 10' 10' -6" 10'-6" 12" o/c 14-1" 14-1" 14' -1" 14-1" 12" o/c 17'-4" 17'-4" 17'-4" 17' -4" 0.032" 13' -8" 13'-8" 13' -3" 13' -3" 0.032" 9-9" 9'-9" 11' -8" 11-8" 25 24" o/c 5' -1" 5-1" 5' -1" 5-1" 25 24" o/c 9-9" 9-9" 9-9" 9-9" 25 24" o/c 12'-4" 12'-4" 12'-4" 12' -4" 0.040" 14-8" 4-8" 14-9" 14' -9" 0.040" 12' -1" 12' -1" 12' -7" 12' -7" Putnam Engineering 20" o/c 6' -1" 6' -1" 9-1" 6' -1" 20" o/c 10' -9" 10' -9" 10' -9" 10' -9" 20" o/c 13' -5" 13' -5" 13' -5" 13' -5" 30 0.024" 11-10" 11-10" 11' -1" 11' -1" 30 0.024" 6' -10" 6' -10" 10' -1" 10' -1" 3441 Ivylink Place , 16" o/c T -7" T -7" T -7" 7'-T' 16" o/c 11' -11" 11' -11" 11' -11" 11' -11" 16" o/c 15-0" 15-0" 15-0" 15-0" 0.032" 12' -11" 12' -11" 12' -1" 12' -1" 0.032" 8' -2" 8' -2" 11' -0" 11' -0" Lynchburg, VA 24603 12" o/c 10' -0" 10' -0" 10' -0" 10' -0" 12" o/c 13' -9" 13' -9" 13' -9" 13' -9" 12" o/c 17'-0" 17-0" 17-0" 1T-0" 0.040" 13' -11" 13' -11" 13'-6" 13' -6" 0.040" 10' -2" 10' -2" 11' -10" 11-10" • • c.7:}_" Lla.: 30 24" ofc 4' -3" 4' -3" 4-3" 4'3" 30 24" o/c 8' -11" 8' -11" 8' -11" 8' -11" 30 24" o/c 11-3" 11' -3" 11' -3" 11' -3" 40 0.024° 10' -9" 10' -9" 8' -11" 8' -11" 40 0.024" 9-2" 9 -2" 9' -2" 9-2" �N net - 20" o/c 5-1" 5-1" 5-1" 5' -1" 20" o/c 9-9" 9-9" 9' -9" 9-9" 20° o/c 12' -4" 12' -4" 12'-4" 12'-4" 0.032" 11-10" 11' -10" 10'-6" 10' -6" 0.032" 10' -1" 10' -1" 10' -1" 10' -1" NOIN : F /0 16" o/c 6' -4" 6'-4" 6' -4" 6'-4" 16" o/c 10' -11" 10' -11" 10' -11" 10' -11" 16" o/c 13' -9" 13' -9" 13' -9" 13' -9" 0.040" 12' -8" 12'-8" 11' -9" 11' -9" 0.040" 10' -10" 10' -10" 10' -10" 10' -10" �C.1 q 2 12" o/c 8' -5" 8' -5" 8' -5" 8' -5" 12" o/c 12' -7" 12' -7" 12' -T' 12' -7" 12" o/c 15-9" 15' -9" 15-9" 15-9" 60 0.024" 5-11" 5' -11" 9' -5" 9-5" 60 0.024" 8' -0" 8'-0" 90" 8' -0" i' ' '25:8P "Fr 40 24" o/c 3' -2" 3' -2" 3' -2" 3' -2" 40 24" o/c T -T' ' 7' -7" 7-7" 7-7" 40 '24" o/e 9' -9" 9-9" 9' -9" 9-9" 0.032" T -1" T -1" 10' -4" 10'-4" 0.032" 8'40" 8' -10" 8' -10" 8' -10" 20" o/c 3' -9" 3' -9" 3' -9" 3' -9" 20" ofc 5-6" 8' -6" 8'-6" 8' -6" 20" o/c 10' -8" 10' -8" 10' -8" 10'-8" _ 0.040" 8' -11" 8' -11" _ 11' -1" 11' -1" 0.040° 9'-6" 9'-6" 9-6" 9 -6" 16" o/c 4-9" 4' -9" 4-9" 4-9" 16" o/c 9-6" 9-6" 9-6" 9-6" 16° o/c 11' -11" 11' -11" 11' -11" 11' -11" ;.. 06 12" o/c 6' -4" 6' -4" 6' -4" 6' -4" 12" o/c 10' -11" 10' -11" 10' -11" 10' -11" 12° o/c 13' -9" 13' -9" 13' -9" 13' -9" 2 "x3.5" RAFTER REQUIRES LATERAL BRACING P. • - 1 • 19 60 24" o/c 2' -1" 2' -1" 2' -1" 2' -1" 60 24" o/c 5' -1" 5-1" 5-1" 5-1" 60 24° o/c 8' -0" 8' -0" 8' -0" 8' -0" @ 5' 0 /C'. 1.6 "X1.5" LATTICE TUBE ATTACHED , 20" o/c 2' -6" 2' -6" 2' -6" 2'-6" 20" o/c 6' -1" 6' -1" 6' -1" 6' -1" 20" o/c 8' -9" 8' -9" 8' -9" 8' -9" ACROSS TOP WILL SUFFICE. 0 c/ Y 1 V 2' " 16" o/c 3 - 2" 3' - 2" 3' -2" 3' -2" 16" o/c T -7" 7-7" 7' -7" 7' -7' 16" o/c 9' -9" 9' -9" 9'-9" 9-9" � ' T4 M. F 12° o /c_ 4-3" 4' -3" 4' -3" 4-3" 12 o/ c 8' -11" 8' -11" 8' -11" 8' -11" 12" o/c 11-3" 11-3" 11' -3" 11' -3" (EXPIRATION DATE: 12/31/D 2.0 STRUCTURAL PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES IN NORMAL AND HIGH WIND SPEED AREAS TABLE 2.6 2.5 "x8" AIlmet Flat Panel TABLE 2.1 2.6 "x6" Viking Flat Panel TABLE 2.2 2 "x6" Valley Flat Panel TABLE 2.3 EQUIVALENT Live Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure Live Panel Wind Speed and Exposure FOOTINGS Load Gauge Exposure B Exposure C Load Gauge Exposure B Exposure C Load Gauge Exposure B Exposure C z z (psf) (in) - 90 110 120 130 90 110 120 130 (psf) (in) 90 110 120 130 90 110 120 130 (psf) (in) 90 110 120 130 90 110 120 130 0 c 10 0.022 11'-5" 8' -4" T -3" 6'-6" 9' -3" 6-9" 6' -0" 5'-4" - 10 0.020 13' -2" 10' -0" 8' -9" T -9" 11' -1" 8' -1" 7-1" 6-4" 10 0.020 12' -1" 8' -11" 7' -10" 6-11" 9' -11" T -3" 6-4" 5-8" z z . 0.028 13-10" 10' -7" 9' -4" 8' -3" 11' -9" 6-8" T -T' 6-9" 0.024 15-6" 17 -2" 10' -10" 9' -7" 13'-6" 10' -1" 8' -10" T -9" 0.024 13' -9" 11' -3" 9' -11" 8' -9" 12' -5" 9' -2" 8' -0" 7'-1" I. 0.035 16' -7" 13-2" 11' -0" 10' -5" 14'-6" 11'-0" 9' -T' 8' -6' 0.032 19'-8" 16-6" 14' -9" 1 -3" 18' -1" 14-0" 12' -5" 11' -1" 0.032 15-5" 14' -0" 13' -2" 17-4" 14-11" 17 -11" 11'-8" 10'-4" O V. 20 0.022 8' -9" 8' -4" 7' -3" 6' -0" 8'-6" 6' -9" 6' -0'' 5' -4" 0.040 21' -2" 19' -6" 18'-4" 16' -10" 20'4' 17'-10" 15' -11" 14' -4" 0.040 16'-8" 15' -3" 14' -3" 13' -5" 16' -2" 14' -0" 13' -2" 17 -4" LL w 0.028 10'-4" 10'-4" 9' -4" 8'-6" 10' -9" 6-8" 7' -7" 6-9" 20 0.020 9' -11" 9' -11" 8' -9" T -9" 9' -11" 8' -1" T -1" 6-4" 20 0.020 9' -7' 8' -11" T -10" 6-11" 9' -2" T -3" 6-4" - 5-8" w z DIAMETER 01 0.035 12' -0" 17 -0" 11' -8" 10' -3" 17-4" 11' -0" 9' -7" 6-6" 0.024 11' -5" 11-5" 10'40" 9' -7" 11-5" 10' -1" 8' -10" 7' -9" 0.024 10' -9" 10' -9" 9' -11" 8' -9" 10' -9" 9' -2" 8' -0" 7' -1" z g CIRCULAR 25 0.022 8' -7" 8' -4" 7' -3" 6-6" 8' -7' 6' -9" 6' -0" 5-4" 0.032 14-4" 14'-4" 14-4" 13' -3" 14-4" 14' -0" 12' -5" 11-1" 0.032 17 -9" 17 -9" 17 -9" 17-4" 17 -9" 12' -9" 11-8" 10'-4" g z FOOTINGS (IN 0.028 10'-1" 10' -1" 9'-4" 8' -3" 10 -1" 8'-8" T -7" 6-9" 0.040 17-2" 17'-2" 1T -2" 16-10" 1T -2' 1T -2" 15' -11" 14•-4" 0.040 13-9" 13-9" 13 -9" 13-5" 13-9" 13' -9" 13-2" 17-4" 0 12" 18" 24' 0.035 11' -9" 11' -9" 11'-8" 10' -5" 11' -9" 11' -0" 9' -7" 8'-6" 25 0.020 9' -8" 9' -8" 8' -9" 7' -9" 9'-8" 8' -1" 7' -1" 6' -4" 25 0.020 ' 9' -0" 8' -11" T -10" 6' -11" 9' -0" 7-3" 6' -4" 5'-8" 2 2 DEPTH OF 30. 0.022 7-10" 7-10" 7' -3" 6'-6" 7' -10" 6-9" 6' -0" 5-4" Pr. 11' -1" 11' -1" 10' -10" 9' -7" 11' -1" 10' -1" 8' -10" 7' -9" 0.024 10' -6" 10'-6" 9' -11" 8' -9" 10' -6" 9' -7' 8' -0" 7' -1" c) z CIRCULAR 0.028 9' -3" 9' -3" 9' -3" 8' -3" 9' -3" 8' -8" T -T" 6-9" 0.032 14' -0" 14' -0" 14' -0" 13-3" 14-0" 14-0" 12' -5" 11' -1" 0.032 12' -7' 17 -7" 17 -7" 17 -4" 17 -7" 12' -7" 11'-8" 10' -4" FOOTINGS (IN 0.035 10' -9" 10' -9" 10' -9" 10' -5" 10' -9" 10' -9" 9' -7" 8' -6" 6040 16-9" 16' -9 16-9" 16-9" 16-9" 16' -9" 15' -11" 14-4" 0.040 13-6" 13-6" 13-6" 13-5" 13' -6" 13' -6" 13' -7' 17-4" 18 18 52 23 13 40 0.022 6-10" 6-10" 6' -10" 6'-6" 6-10" 6-9" 6-0" 5-4" ' 30 0.020 8' -10" 8' -10" 8' -9" 7' -9" 8' -10" 8' -1" 7'-1" 6-4" 30 0.020 8' -3" 8' -3" T -10" 6-11" 8' -3" 7' -3" 6' -4" 5-8" 19 20 61 27 15 0.028 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 7' -7" 6-9" 0.024 10' -2" 10' -7' 10' -2" 9' -7" 10' -2" 10' -1" 8' -10" 7' -9" 0.024 9' -7' 9' -T' 9' -7" 8' -9" 9' -7" 9' -2" 8' -0" 7' -1" 20 22 71 31 18 0.035 9'-4" 9'-4" 9'-4" 9' -4" 9'-4" 9' -4" 9'-4" 8' -6" 0.032 12' -10" 17 -10" 12' -10" 12' -10" 17 -10" 17 -10" 12' -5" 11' -1" 0.032 11' -10" 11' -10" 11' -10" 11' -10" 11' -10" 11' -10" 11-8" 10' -4" 21 23 82 36 20 60 0.022 5-10" 5' -7" 5-T' 5' -7" 5' -T' 5-7" 5-7" 5-4" 0.040 15-5" 15-5" 15-5" 15-5" 15-5" 15-5" 15-5" 14' -4" 0.040 17 -9" 12' -9" 17 -9" 12' -9" 17 -9" 17 -9" 12' -9" 12'-4" 22 24 94 42 24 0.028 6-10" 6' - 6-7' 6' -7" 6-7" 6' -7" 6-7' 6-7' 40 0.020 T-8" 7-8" • 7-8" 7-8" T -8" 7-8" T -1" 6' -4" 40 0.020 7 -2" T -7' T -2" 6-11" 7-2" T -2" 6-4" 5-8" 23 26 108 48 27 0.035 7-0" 7'-8" 7-8" T-8" 7'-8" 7 -8" T -8" 7-8" 0.024 8' -10" 8' -10" 8' -10" 8' -10" 8' -10" 8' -10" 8' -10" 7' -9" 0.024 8' -4" 6-4" 8' -4" 8'-4" 6-4" 8' -4" 8' -0" 7 -1" 24 27 N/A 54 31 ' 0.032 11' -7' 11' -2" 11' -7' 11-7' 11' -2" 11-2" 11' -2" 11' -1" 0.032 10' -8" 10' -8" 10'-8" 10' -8" 10'-8" 10'-8" 10'-8" 10' -4" 25 29 N/A 61 35 2.33 "x6" Flat Panel TABLE 2.4 0.040 13' -5" 13' -5" 13' -5" 13' -5" 13' -5" 13' -5" 13-5" 13' -5" 0.040 11' -8" 11-8" 11'-8" 11-8" 11'-8" 11'-8" 11'-8" 11-8" 26 31 N/A 69 39 Live Panel Wind Speed and Exposure 60 0.020 6' -3" 6-3" 6' -3" 6' -3" 6'-3" 6' -3" 6' -3" 6' -3" 60 0.020 5' -10" 5-10" 5-10" 5-10" 5' -10" 5' -10" 5' -10" 5-8" 27 33 N/A 77 44 Load Gauge Exposure B Exposure C 0.024 7' -3" 7'.3" 7' -3" 7'.3" .7'-3" 7 -3" T -3" 7 -3" 0.024 6-10" 6-10" 6-10" 6' -10" 6' -10" 6' -10" 6' -10" 6-10" 28 35 N/A 86 49 (psf) (in) 90 110 120 130 90 110 120 130 0.032 9' -2" 9' -2" 9' -2" 9' -2" 9' -2" 9' -2" 9' -2" 9' -2" 0.032 8' -9" 8' -9" 8' -9" 8' -9" 8' -9" 8' -9" 8' -9" 8' -9" 29 36 N/A 96 54 '10 0.020 10'-4" 7'-4" 6-6" 5-9" 8' -3" 6-0" 5-4" 4-10" 0.040 - 11-0" 11' -0" 11' -0" 11' -0" 11'-0" 11-0" 11' -0" 11' -0" 0.040 10' -1" 10' -1" 10' -1" 10' -1" 10 -1" 10' -l" 10' -1' 10' -1" 30 38 N/A 106 60 0.024 12' -2" 9'-0" 7' -10" 7' -0" 10' -0" 7 -3" 6' -5" 5' -9" 31 39 N/A 117 66 0.032 15-8" 12' -4" 10 -11" 9' -8" 13' -7' 10' -2" 8' -11" 7' -10" NOTE: PANELS MAY OVERHANG 30% OF THEIR CLEARSPAN TABLE 2.7 32 40 N/A 129 72 0.040 18' -9" 15-7" 13' -11" 17 -6" 17' -1" 13' -2" 11' -8" 10'-5" Required Fastening of Foam 33 41 N/A 141 79 20 0.020 8' -1" T-4" 6-6" 5-9" 8' -1" 6-0" 5-4" 4-10" 3" FOAM CORE ROOF PANELS TABLE 2.6 Core Panels to Headers 34 43 N/A 154 87 0.024 9' -3" 9'-O" 7 -10" 7-0" 9' -3" 7' -3" 6-5" 5-9" Live Wind Speed and Exposure Trib Wind Speed (mph) and Exposure 36 44 N/A 168 95 0.032 11' -5" 11' -5" 10' -11" 9' -8" 11' -5" 10' -7' 8' -11" 7' -10" Load Exposure B Exposure C Width 90 C 1 110 B1 110 C1 120 C1 130 C 36 46 N/A N/A 10; 0.040 13'-8" 13'-8" 13' -8" 12' -6" 13'-8" 13' -2" 11-8" 10' -5" (psf) 90 110 120 130 90 110 120 130 (ft) 0/C Spacing of #14 SM screws 37 47 N/A N/A 11: 25 0.020 7' -11" 7' -4" 6-6" 5-9" 7' -11" 6-0" 5-4" 4-10" 10 16-3" 14-6" 17-8" 10' -9" 14' -6" 17 -8" 10' -9" 6-4" 4 12" 17' . 12" 17' 11" 38 48 N/A N/A 12' 0.024 9' -0" 9' -0" T -10" 7-0" 9' -0" T -3" 6' -5" 5' -9" 20 11-9" 11' -9" 11' -9" 10' -9" 11' -9" 11' -9" 10' -9" 8'-4" 5 12" 12" 17' 11" 9" ::,,, 0.032 11' -2" 11' -2" 10' -11" 9' -8" 11' -7' 10' -7' 8' -11" 7' -10" 25 10'-8" 10'-8" 10'-8" 10'-8" 10' -8" 10'-8" 10'-8" 8' -4" 6 12" 12" 11" 9" T' f 0.040 13'-4" 13' -4" 13' -4" 17-6" 13' -4" 13-7' 11'-8" 10' -5" 30 9' -10" 9' -10" 9' -10" 9' -10" 9' -10" 9' -10" 9' -10' 8' -4" 7 17' 11" 9" 8" 6" U S R 30 0.020 7' -3" T -3" 6-6" 5-9" T -3" 6-0" 5-4" 4' -10" 40 8'-8" 6-8" 6'-8" 8'-8" 8' -8" 6-8" 6-8" 8' -4" 8 12" 10" 8" 7" 6" "" """""' ,. 0.024 8' -3" 8'-3" T -10" 7'-0" 8' -3" 7 -3" 6-5" 5-9" 55 7-4" T-4" 7'-4" 7•-4" T-4" 7 -4" 7-4" T-4" 9 11" 9" 7" 6" 5" 10 10" 8" 6" 5" 4" BUILD! .,,V''''.: ;d f . CTS 0.032 10' -3" 10' -3" 10' -3" 9'-8" 10' -3" 10' -7' 8' -11" T -10" 4" 227 South To . r EF 0.040 17-3 12'-3" 17-3" 17 -3" 17 -3" 17 -3" 11' -8" 10' -5" • 11 9" 7" 6" 5" . ..40 0.020 6' -3" 6' -3" 6' -3" 5' -9" 6' -3" 6' -0" 5-4" 4-10" 12 8" 7" 5'' 4" 4" Mesquite, 7 I I 0.024 T -2" T -7' 7' -7' 7'-0" 7' -7' 7 -2" 6' -5" 5' -9" 13 7" 6" 5" 4" 3" (972) 29619 ? 25 80 P: 0.032 8' -11" 8' -11" 8' -11" 8' -11" 8' -11" 8' -11" 8' -11" 7 -10" 14 7" 6" 5" 4" 3" F(972) 882.8818 0.040 10'-8" 10'-8" 10' -8" 10'-8" 10'-8" 10'-8" 10'-8" 10' -5" Putnam Engineering 15 6" 5" 4" 4" 3" 6" 5" 4" 3" 3" 5" 4" 3" 3" I - 60 0.020 5' -2" 5' -7' 5 -2" 5' -7' 5' -7' 5' -2" 5-2" 4-10" 3441 Ivylink Place 16 'EGO ✓ 0.024 5' -10 5' 7-3" 5' -10" 5-10" 5-10" 5' -10" 5-10" 5-9" Lynchburg, VA 24503 17 6 Q Y 15 2 � 2/600 0.032 7' -3" -3" T -3 7' -3" T -3" 7' -3" 7' -3" T -3" j4341384 -2614 0.040 8' -9" 8' -9" 8' -9" 8' -9" 8' -9" 8' -9" 8' -9" 8' -9" • . carlautnamCdladelnhia.net L. M. P U'C Page of 1 d f,VDIDATInM nnrr• 1oro1i 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN NORMAL WIND AREAS _ (0.105 ") 12 Ga 3'k8" Steel C (0.075") 14 Ga 3 "x8" Steel C (0.060") 16 Ga 3 "x8" Steel C (0.105 ") 12 Ga 3'x8" Steel C (0.075 ") 14 Ga 3 "x8" Steel C (0.06(r) 16 Ga 3 "x8" Steel C . TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure Multispan Units Structure _Muttispan Units Structure Multispan Units LIVE TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH LIVE TRIG MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH LOAD WIDTH POST RECTO POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10 I 17 LOAD WIDTH POST RELY POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8 I f0 I 17 POST MIN FOOTER 8' I 10' I 12 (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTE ON SLAB SLAB (FT) TYPE "d' "d " 111' (FT) TYPE d "d° d ' (Fl) TYPE 'd V' "" 1 ' r ON SLAB SLAB (FT) TYPE ' 'd " 17"' (FT) TYPE 'd d V' " (FT) TYPE 'd °d 'd "d" " (Fr) (In) (in) I d (In) I On) On) (In) I (in) I d' (In) (In) On) I 4 M) I (in) (FT) M) _ (In) I d (in) I (In) (in) (In) Cm) I d' (in) (In) (in) On) tin% 90 MPH EXPOSURE B 90 MPH EXPOSURE B 10 4 17'-0" A 29'-4° B 27 30 31 33 ° 25' -7 8 28 28 30 31 2•-0" B 25 28 29 30 25 4 7' -7 A 27 -7 C 25 28 29 31 1 -5' B 23 28 27 29 14'-0° B 21 25 28 27 • 4.5 15'1' A 28'-4° B 28 29 31 32 24' -3' B 27 28 30 31 20' -7 B 25 27 28 30 r_ 4.5 6.4" A 20' -8' C 25 27 29 30 15' -11 B 23 25 27 28 13' -1' B 22 24 26 27 5 13' -7° A 27' -5' B 29 29 31 32 , 27 -3' B 27 28 29 31 188 B 25 26 28 29 5 5 A 20 -0' C 26 27 28 30 15'-4' B 24 25 27 28 17 -3' B 22 24 25 28 5.5 17.4° A 28-8' 8 29 29 31 32 21'-8- B 27 27 29 30 17' -11' B 26 26 28 29 5.5 5' -2" A 18' -5' C 26 26 28 29 14'7 B 24 25 26 27 11' -7' B 22 23 25 28 8 11'-4' A 5' -11' B 30 30 30 32 21' -1" B 28 28 29 30 16 -7 B 28 26 27 28 6 4' -0" A 17-11" C 26 26 28 29 13' -9° C 24 24 28 27 10' -11 B 23 23 24 26 6.5 10' -5" A 25' -3' B 31 31 31 32 19-8' B 28 28 28 30 16 -7 8 26 28 27 28 6.5 4' -5' A 16' -7" C 27 27 27 28 13' -7 C ' 25 25 29 27 183' B 23 23 24 25 7 9' -7 A 23'-8" B 31 31 31 31 198 B 28 28 28 29 17-9' B 27 27 27 28 7 4'-1 A 16' -7 C 27 27 27 28 17.7' C 25 25 25 27 711' B 23 23 24 25 7.5 9-1' A 23'-0" B 31 31 31 31 1T-8" B 28 28 28 20 14'5' B 27 27 27 27 7.5 3' -10' A 15'-10' C 27 27 27 28 12' -7 C 25 25 25 26 9 -6" B 23 23 24 25 8 8'6" A 27.8" B 31 31 31 31 17' -4' B 29 29 29 29 13' -11' B 27 27 27 27 8 3' -7 A 14-0" C 27 27 27 28 11' -7 C 25 25 25 26 9 -1" B 23 23 23 24 9 7'-6' A 20' -7" B 32 32 32 32 15' -10' B 29 29 29 29 13'8 B 27 27 27 27 •If 3' -7' A' rr'T D 28 28 28 10 -5- C 25 25 25 25 8 B 24 24 24 24 10 8.9" A 19' -11' C 33 33 33 33 15' -4' B 30 30 30 30 17.2' B 28 28 28 28 10 2' -10' A 13'-0' D 28 28 28 28 9' -12 C 28 28 26 28 7' -9' B 24 24 24 24 11 8'•7 A 18'4' C 33 33 33 33 14'1" B 30 30 30 30 11' -8" 0 28 28 28 28 11 7.7' A 17.5" D 29 20 29 29 9 -3' C 26 26 28 26 7' -3 C 24 24 24 24 12 5'-8" A 17.10" C 33 33 33 33 11-8" B 31 31 31 31 18.11' B 28 28 28 28 12 7-4' A 11' -10' D 29 29 29 29 8' -10" C 28 28 28 28 6.10" C 24 24 24 24 13 5' -2' A 18-8' C 33 33 33 33 13' -1" B 31 31 31 31 10 -4' B 29 29 29 29 13 2' -2" A 11' -4' E 29 29 20 29 8'5" C 27 27 27 _ 27 8.5" _ C 24 24 24 24 14 4' -10' A 18' -1" C 34 34 34 34 13-7" B 31 31 31 31 9.10" 8 29 20 29 29 90 MPH EXPOSURE C 15 4' -8" A 15' -0' C 34 34 34 34 17 -1" 8 32 32 32 32 9' -5' B 29 29 29 29 25 4 7' -2' A 22 -7' C 25 28 29 31 17-5' B 23 28 27 29 14'0" 8 21 25 20 27 19 4'3" A 14'-8' C 34 34 34 34 11'-1' 0 31 31 31 31 9'-0' B 29 29 29 29 4.5 04" A 20'-8" C 25 27 29 30 15' -11" B 23 25 27 28 13'-1" 13 22 24 28 27 17 4'0" A 14'5" C _ 15 35 35 _ 35 10.7 _ B 32 32 32 32 8' -8" B 29 _ 29 29 29 5 5' -0° A 2742 C 26 27 28 30 154' B 24 25 27 28 17 -7 B 22 24 26 28 100 MPH EXPOSURE 8 5.5 5' -7 A 18' -5' C 28 28 28 29 14' -7 B 24 25 28 27 11' -7' B 22 23 25 28 10 4 17' -0' A 20-4' B 27 30 31 33 25' -2' 0 26 28 30 31 22-0' B 25 28 20 30 6 4' -0" A 17' -11" C 28 28 28 29 13' -9' C 24 24 28 27 10 -11' B 23 23 24 28 4.6 15' -1' A 28'4' B 28 29 31 32 24'-3' B 27 28 30 31 20.7 B 25 27 28 30 6.5 4' -5" A 19.7 C 27 27 27 28 13' -7 C 25 25 26 27 10 -5" B 23 23 24 25 5 13'7" A 27.0' B 29 29 31 32 27.3' B 27 28 29 31 18'-8° B 25 28 28 29 7 4' -1" A 16' -2' C 27 27 27 28 17 -7 C 25 25 25 27 0' -11" B 23 23 24 25 . 5.5 17.4" A 26' -8' B 20 29 31 32 21' -8' B 27 27 29 30 17' -11" 8 28 28 28 29 7.5 3' -10 A 15' -10" C 27 27 27 28 17 -7 C 25 25 25 28 9'-6" B 23 23 24 25 6 11'-4" A 5' -11' B 10 30 30 32 21' -1' B 28 28 29 30 18 -7 B 2e 28 27 28 8 3' -7" A 14'7 C 27 27 27 28 11' -7 C 25 25 25 26 9' -1" B 23 23 23 24 8.5 10' -5° A 25' -3' B 31- 31 31 32 19.6' • 0 28 28 28 30 16 -7 B 28 28 27 28 9 3' -2" A 14'7 0 28 28 28 28 10 -5' C 25 25 25 25 8'5' B 24 24 24 24 7 9'8" A 23 B 31 31 31 31 19.0' 0 20 28 2B 29 15' -9' a 27 27 27 28 10 7.10" A 13' -0' D 28 28 28 28 9 -10' C 26 20 28 28 7' -9' B 24 24 24 24 7.5 0' -1 A 23'8 B 31 31 31 31 17'-8' B 28 28 2B 29 14' -5" B 27 27 27 27 11 7.7" A 12' -5' 0 29 29 29 20 9.3" C 26 26 28 28 7.3" C 24 24 24 24 8 8'-6" A 22-0' B 31 31 31 31 17.4' B 29 29 29 29 13' -11" 8 27 27 27 27 12 74" A 11' -10' D 29 29 ' 29 29 8' -12 C 28 26 5 28 8.10° C 24 24 24 24 9 7'-6° A 20' 7 B 32 32 32 32 17-10' 13 29 29 29 20 13'8 B 27 27 27 27 13 74" A 11' -4' E 29 29 _ 29 29 8' -5" _ C 27 27 27 _ 27 9.5 C 24 _ 24 24 24 10 8.9" A 19 -11" C 33 33 33 33 15'4" B 30 30 30 30 17.7 B 28 28 28 28 90 MPH EXPOSURE 8 11 6.2" A 18' -4' C 33 33 33 33 14' -1" B 30 30 30 30 11'-0' B 28 28 28 28 30 4 8-0' A 20'3° C 24 ' 27 29 30 15'7' B 22 25 27 28 17 -8' B 21 24 25 37 12 5'-8' A 17.10' C 33 33 33 33 13' -6' 6 31 31 31 31 10 0 20 20 20 20 4.5 54' A 10'•7 C 24 20 28 29 15'-0' C 23 25 20 20 11' -9' 0 21 24 23 20 13 5'3" A 18 8 C 33 33 33 33 13.1" 0 31 31 31 31 104" 0 29 29 29 29 2 4 A 17.11" C 25 20 28 29 13' -9" C 23 22 20 27 11'0" 0 21 23 25 20 14 4'12 A 18.1" C 34 34 34 34 17.7' B 31 31 31' 31 9.10" 8 29 29 29 29 5.5 4'4' A 18'8" C 25 26 27 28 • 13' -1" C 23 24 28 27 10 -4' B 21 23 24 25 15 4'7 A 15' -9° C 34 34 34 34 17.1' 8 32 32 32 32 9 -5" 0 20 29 29 29 0 4'-0' A 16' -1' C 28 28 27 28 17.7 C 24 24 25 26 9.10' 8 22 23 24 25 18 4'7 A 14 C 34 34 34 34 11' -1' B 31 31 31 31 9'-0' B 29 29 29 29 9.5 3' -8' A 15'-8' C 28 26 27 28 11' -4" C 23 23 25 28 94" B 22 22 24 25 17 4' -0" A 14'5" C 35 35 35 35 10.9" 0 .32 32 32 32 8' -8' B 20 29 29 29 7 3'5' A 14'-8' C 28 20 26 27 10' -11" C 24 24 24 28 8'10' B 22 22 23 24 90 MPH EXPOSURE C 7.5 3' -2' A 14' -2' 0 28 5 20 27 10.6" C 24 24 24 25 8' -5 B 22 22 23 24 10 4 17-0 A 294 B 27 30 31 33 24'9' B 20 28 30 31 21'4" B 25 27 29 30 8 3' -0' A 13'11' O 27 27 27 27 10.1' C 24 24 24 25 8'1' B 22 22 23 24 4.5 15'1" A 28' -4' B 28 20 31 32 24'7 8 V 28 30 31 20.7 B 25 27 28 30 9 7.8' A 12' -7' 0 27 27 27 27 9.5' C 25 25 25 25 7' -5" C 23 23 23 23 6 13' -T A 273" B 29 29 31 32 22.3' B 27 28 29 31 18'8 B 25 20 28 29 10 2.5' A 11' -11' 0 27 27 27 27 8.11' C 25 25 25 25 8 C 23 23 23 23 5.5 17.4" A 26'-8' 8 29 29 31 32 21' -8' B 27 27 29 30 17-1? B 5 28 28 2g 11 2'7 A 11' -4" E 28 28 28 28 8' -5" C 25 25 25 25 85" C 23 23 23 23 8 114 A 25' -11 0 30 30 30 32 21'1" B 28 28 29 30 18' -7" 8 29 26 27 28 12 2'" A 10'10' E 28 28 _ 28 28 7 -7" C 25 25 25 25 _ 8 -0' C _ 23 23 _ 23 23 8.5 10' -5' A 25' -3" B 31 31 31 32 198 8 28 28 28 30 18.7 B 28 26 27 28 TABLE 5.• 7 9'-8" A 23'-8" 8 31 31 31 31 19-0' 8 28 28 28 29 15' -9" B 27 27 27 28 OVER- TABLE 5.2 TRIBUTARY WIDTHS FOR SO4GLE SPAN ATTACHED STRUCTURES . 7.5 9 -1° A 23'8 B 31 31 31 31 17.8' 8 28 28 28 29 14' -5" 0 27 27 27 27 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) R QED P UFF � 8 8'8 A 37-6' B 31 31 31 31 17.4" 0 29 29 29 29 13' -11" B 27 27 27 27 (FT) 9' 10' 11' 17 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' "` ((-- ' G 1 1 9 T8 A 20' -7' B 32 32 32 32 16' -10' B 2B 20 29 29 13' -0" B 27 27 27 27 0' 4.5' S' 5.5' 8 6.5' 7 7.5' 8' 6.5' 9' 9.5' 10 10.5' II' r \ � F .7 ( � 10 8' -9" A 19' -11° C 33 93 33 33 154° B 30 30 30 30 12' -7 B 28 28 28 28 1' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' Q / (, 11 8 -7 A 18'-4' C 33 33 33 33 14' -1" 8 30 30 30 30 11'8 8 28 28 28 28 7 5.5' 8 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' i ,.:•_4.., ► 580P4 12 5'-8" A 17-10 C 33 33 33 33 13'-8' 8 31 31 31 31 18.11' B 28 28 28 28 2.5' 5.75' 6.25' 8.75' 7.25' 7.75' 8.25' 8.75' 9.25' 9.75' 10.25' 1975' 11.25' 11.75' 12.25' 13 5' -2" A 18-8" C 33 33 33 33 13' -1" 0 31 31 31 31 104° B 29 29 29 29 3' N/A WA 7 7.5' 8' 8.5' 9' 8.5' 10 10.5' 11' 11.5' 12' 12.5' i 14 4' -10' A 18 -1' C 34 34 34 34 17.7" B 31 31 31 31 9 -10' B 29 29 29 29 3.5' N/A WA WA N/A 8.25' 8.75' 9.25' 9.75' 10.25' 10.75' 11.25' 11.75' 12.25' 12.75' 15 4' -8' A 15' -9' C 34 14 14 34 17 -1' B 32 32 72 32 9 -5' 8 29 29 29 29 4' WA' WA N/A N/A WA 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' VW -.on 19 4' -3' A 14'-8" C 34 34 34 34 11'-1' 8 31 31 31 ' 31 9'8 B 29 29 29 29 4.5' WA N/A N/A WA WA WA WA 10.25' 10.75' 11.25' 11.75' 12.25' 12.75' 13.25' 4 REGON 17 4' -0' A . 14' -5' C 35 35 _ 35 35 10'-9" 9 32 32 _ 32 32 6' -8' 8 29 29 29 29 5' N/A N/A WA WA N/A N/A WA WA N/A 11.5' 17 12.5' 13' 13.5 c1 4/� O-7 1 00 MPH EXPOSURE C 6' WA WA WA N/A WA WA N/A WA WA N/A WA WA 13.5' 14' �' • ' 1 5 , 2 I 0 10 4 iT17-o- A 28 -8' B 28 30 32 33 278 B 28 29 30 32 19.8° 8 25 28 30 31 7' WA WA N/A WA WA N/A WA N/A WA WA WA WA WA WA ' �R 4 M PUIC\ 28 29 31 6/201W l 5 I 11'-7- I A I 5� 0" 18 I 30 I 30 I 32 I 33 l 1 211 -1-10' I B I 28 I 29 I 30 I 32 II 18' 7 I B I 27 l 27 I 29 I 30 I Page 9 of 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN NORMAL WIND AREAS (0.105 ") 12 Ga 3 "x8" Steel C (0.075 ") 14 Ga 3 "x8" Steel C (0.060") 16 Ga 3 "x8" Steel C (0.105 ") 12 Ga 3 "x8" Steel C (0.075 1 14 Ga 3 "x8" Steel C (0.060") 16 Ga 3 "x8" Steel C • TABLE 5.1 Attached Freestanding or Attached Freestanding or Attached Freestanding or TABLE 5.1 Attached Freestanding or Attache Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units I d Structure IMultispan Units Structure Multispan Units I Structure 'Multispan Units LIVE TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH LIVE TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGT . LOAD WIDTH POST REQO POST MIN FOOTER 8' I 10 I 17 POST MIN FOOTER B' I 10 I 17 POST MIN FOOTER 8' I 10' I 17 LOAD WIDTH POST REO'C POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 17 POST MIN FOOTER 8' I 10' I 1 (PEP) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF) (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOO' ON SLAB SLAB (FT) TYPE 1d "d Y 10° (FT) TYPE "d 9d •d "d (FT) TYPE V• •d 9d' "d ON SLAB SLAB (FT) TYPE d 'd "d ' (FT) TYPE "d " - (F1) TYPE ' (FT) (In) On) (in) (In) On) On) On) (in) (in) (In) (in) (in) (Fr) (in) (In) 1 (In) I d 'N" (in) (in) (in) I d (in) I (I 7 d n) _ On) (in) I (I "d n) (I 10 5.5 124' A 25'-5" B 31 31 31 33 21-5" B 29 29 30 32 17' -11" B 27 27 29 30 90 MPH EXPOSURE C TAB E 6 11' -4" A 24'•11" B 31 31 31 33 21'-1" B 30 30 30 31 16' -7• B 27 27 28 30 30 4 6'-0" A 20.3' C 24 27 29 30 15' -7 B 22 25 27 28 12 -8" B 21 24 25 4 8.5 10'•5" A 24' -5" B 32 32 32 33 19'-6" B 30 30 30 31 18' -2 B 28 28 28 29 4.5 5'•4" A 18' -7' C 24 26 28 29 15'-0' C 23 25 28 28 11'A' B 21 24 25 - . 7 9 -8" A 23'-8" B 32 32 32 32 19-0' B 30 30 30 31 15' -9" B 28 28 28 29 5 4'-10" A 17' -11• C 25 28 28 . 29 13' -9" C 23 25 28 27 11'-0" B 21 23 25 : 7.5 9.1' A 23'-0" B 33 33 33 33 17 -8" B 30 30 30 30 14' -5" B 28 28 28 29 5.5 4' -4" A 16•-6" C 25 26 27 28 13' -1° C 23 24 28 27 10 -4" B 21 23 24 : B 8'-9" A 22-8" B 31 33 33 33 1T -4" B 30 30 30 30 13' -11" B 28 28 28 28 6 4'•0" A 18' -1" C 28 28 27 28 12'-8" C 24 24 25 26 9.10' B 22 23 24 9 7'-6' A 20 -7" B 34 34 34 34 15'•10" B 31 31 31 31 13 B 29 29 29 29 6.5 3.8" A 15'•8" C 26 28 27 28 11• -4" C 23 23 25 26 9-4" B 22 22 24 2 2 10 9 -9' A 19' -11' C 34 34 34 34 15' -4" B 32 32 32 32 17.2' B 29 29 - 29 29 7 3• -5" A 14'-8 C 28 28 26 27 1911" C 24 24 24 26 8'•10" B 22 22 23 2 11 9.9 A 18'-4" C 35 35 35 35 14••1" B 32 32 32 32 11•-8" 8 30 30 30 30 7.5 3.2" A 14' -2" 0 2e 28 28 27 10.6' C 24 24 24 25 8' -5" B 22 22 23 2 12 5•-8" A 17' -10" C . 35 35 35 35 17.8" B 32 32 32 32 ' 10' -11' B 30 30 30 30 8 3' -0" A 13.11" 0 27 27 27 27 10 -1" C 24 24 24 25 8' -1" B 22 22 23 2 13 5' -2" A 198' C 35 35 35 35 13' -1" B 33 33 33 33 103" B 30 30 30 30 9 73' A 12.7' 0 27 27 27 27 9' -5" C 25 25 25 25 7' -5" C 23 23 23 2 14 4 A 16•1" C 38 38 36 38 17-7" B 33 33 33 33 910" B 30 30 30 30 10 7 -5' A 11' -11' 0 27 27 27 27 8' -11" C 25 25 25 25 910" C 23 23 23 2 15 4'•8" A 15'•0" C 30 38 38 39 12'•1' B 33 33 33 33 9' -5" B 31 31 31 31 11 7.2" A 11' -4• 0 20 28 28 28 8 C 25 25 25 25 99 C 23 23 23 2 16 4' -3" A 14'-8" C 38 38 38 38 11'•1" B 33 33 33 33 9.0" B 31 31 31 31 12 741" A 10 -10" E 28 _ 28 28 _ 28 7' -7" C _ 25 _ 25 25 25 8 _ C 23 23 23 2 17 4'-19 A _ 14'3" C _ 37 ' 37 37 37 10.9" B 33 33 33 33 8• -8" B 31 31 _ 31 31 90 MPH EXPOSURE C 90 MPH EXPOSURE B - 40 4 4• -0• A 17'-8" C 23 26 28 29 13'•5' C 21 24 28 27 103" B 19 23 24 2 20 4 8' -11" A 27.11 B 25 28 29 31 17.8" B 23 28 28 29 14• -4" B 22 25 28 27 4.5 4 "O" A 10.7 C 23 25 27 28 17.7" C 21 24 25 26 9'•11" B 20 23 24 2 4.5 7'•11" A 20 -11' B 25 27 39 30 17.0" 0 24 28 27 29 133" 8 12 24 28 27 - 5 3'•7" A 15'•7" C 24 25 27 28• 11' -3' C 21 23 25 28 93" B 20 22 23 2 5 7 -1" A 20'•3' C 28 27 29 30 15'•7' B 24 25 27 28 17 -9 B 12 24 25 27 .5.5 3.3" A 14'•4" D 24 25 28 27 10' -B' C 22 23 24 25 8'3" B 20 22 23 2 5.5 8• -5" A . 19'•8" C 27 27 28 30 15' -1" B 24 25 27 28 11' -11' B 22 24 25 28 8 3'•0" A 13' -11' 0 24 25 29 27 10'•7' C 22 23 24 25 8' -2" B 20 22 23 2 8 5'•11" A 18' -9 C 27 27 28 20 14 B 24 25 28 27 11' -3" B 23 23 25 28 8.5 7.9" A 17.11" 0 24 24 25 27 9.9' C 22 22 24 25 7'3" B 21 21 22 2 6.5 5' -5" A 17' -8" C 27 27 28 29 13•-8" B 25 28 26 27 10.9" 8 23 23 24 25 7 7 -7' A 17.5" D 25 25 25 28 9-4" C 22 22 24 25 7.3" C 21 21 22 2 7 5' -1" A 16' -5" C 27 27 27 28 17 -11" B 25 25 26 27 10 -9 B 23 23 24 25 7.5 7 -5" A 17-0' D 28 25 25 28 8' -11' C 23 23 23 24 6'•11' C 21 21 22 2 7.5 4' -9" A 16'•1' C 28 28 28 28 17.0' B 25 25 25 26 9'•9" B 23 23 24 25 8 7J" A 11'•7• E 25 25 25 28 8' -7" C 23 23 23 24 6' -7" C 21 - 21 22 2 8 4• -5" A 15'•9" C 28 28 28 28 11• -5' B 25 25 25 28 94' B 24 24 24 25 9 7.0" A 10.11" E 26 26 28 26 7' -7" - C 23 23 23 23 8'•0" C 21 21 21 2: • 9 3'•11" • A 14' -4" C 28 28 28 28 10.8" B 28 28 26 28 8'3" B 24 24 24 24 10 1' -9' ' A 0• -10" E 28 28 26 26 7' -2" C 23 23 23 23 5'S C 21 21 21 2 10 3' -8" A 13' -11" C 29 29 29 20 10 -1• C 20 28 26 26 8'-0" B 24 ' 24 24 24 11 1• -7" A 9 -4" E 28 26 26 28 - 99' C 23 23 23 _ 23 _ 5'•2" C 21 _ 21 21 2 11 3' -2' A 12'-9" C 29 29 29 29 9 -7" C 26 26 29 26 7.0" B 24 24 24 24 110 MPH EXPOSURE C - • 12 7.11" A 17.7' C 29 29 29 29 9.1" C 27 27 27 27 7'•1" B 25 25 25 25 60• 4 3' -0" A 20'•3" F 27 29 31 33 10.3° C 22 25 28 28 • -7 B 20 24 25 21 13 7-8" A 11 C 30. 30 30 30 8' -6" C 27 27 27 27 8'-8' B 25 25 25 25 4.5 7.8" A 18' -7" F 27 29 30 32 9.7" C 22 24, 28 27 7•-6" C 20 23 24 21 14 7.6" A 11' -9 D 30 - 30 30 30 _ 8' -3" 'C 27 27 27 _ 27 13 B 25 25 25 25 5 2' -5" A 19-11" F 28 29 30 32 9.0" C 22 . 24 25 27 7-0' C 21 23 24 21 90 MPH EXPOSURE C 5.5 2'•2" A 193" F 28 28 30 31 8' -8' C 23 24 25 25 0.8" C 21 22 23 2: - 20 4 8' -11" A 27 11" 0 25 20 29 31 17.9 B 23 26 28 29 I44 B 22 25 28 27 6 7.0" A 19 -1" F 29 29 29 31 7'-6" C 23 23 24 28 9.1• C 21 22 23 2• 4.6 7 -11" A 20.11 B 20 27 29 30 (7•-0" 8 24 26 27 29 13'3" 5 22 24 26 27 9.3 1'•1 LI A 15' -8" F 29 29 29 31 7' -4' C 23 23 24 25 5'3" C 21 22 23 2• 5 7.1" A 20' -3• _ C 28 27 29 30 15' -7' B 24 25 27 28 12.7" B 22 24 25 27 7 1•-8' A 14'-8" F 29 29 29 30 7'-0' C 23 23 24 25 5'-5' C 21 21 22 Y 5.5 9 -5" A 19-8" C 27 27 28 30 15' -1" B 24 25 27 28 11' -11" 8 22 24 25 28 7.5 1' -7" A 14' -2" F 30 30 30 30 6' -8" C 23 23 24 25 5'•1" C 21 21 22 2: 8 5'-11" A 18• -2" C 27 27 28 29 14'-9 B 24 25 28 27 11• -3" B 23 23 25 2e 8 1'-8' A 13.11' F 30 30 30 _ 30 6 C 23 23 23 25 4' -10" C 21 21 22 _ 2: B.5 5' -5" A 1T -8• C 27 27 28 29 13'-8• B 25 25 28 27 10.9" 8 23 - 23 24 25 - • 7 5' -1" A 19.5" C 27 27 27 28 17 -11' B 25 25 28 27 10.3" B 23 23 24 25 TABLE 5.3 Post Requirements for TABLE 5.4 Post Requirements for = [ T R IV usfi 7.5 4'-9" A 18'-1" C 20 20 28 18, 12'-0' B 25 25 25 26 9'-9" B 23 23 24 25 Attached Structures Freestanding Structures 8 4• -5" A 15' -9" C 28 28 28 28 11•-5" B 25 25 25 26 94" B 24 24 24 25 Post Description Max POST Post Description Max POST 9 3'•11• A 14' -4" C 28 28 28 28 10.8" B 26 78 79 70 8'-9" B 24 24 24 24 Hgt Height 10 3'•e" A 13.11" C 29 79 29 29 10' -1" C 28 2e 28 28 8' -0" B 24 34 24 24 0.024 "x3 "x3" (Detail I) 8' A 0.095"x3" Dia Steel Post 12' C B U (� -DING P R 4 D U C T it 3'-2" A 17-8" C 29 29 29 29 9 -7" C 26 26 26 28 7'•8" B 24 24 24 24 0.055 "x3" x3" Fluted Alum 12' B 0.048" Steel Cloverleaf 8' E 12 2-11" A 17 -2' C 29 29 29 29 9' -1" C 27 27 27 27 7••1' B 25 25 25 25 0.095 "x3" Dia Steel Post 12' C 0.120'X3'73" Steel Post 15' F 227 South Tow • • " 8" 13 7 -e 3 A 11 8" C 30 30 30 30 e C 27 27 27 27 13 a 25 zs 25 25 0.120 x3'X3" Aluminum Post 12' D 0.1f38":6")(3" Steel Post 15' G Mesquite, 6149p R 0/ 14 7- A 11'-3" D 30 30 30 30 8•-3" C 27 27 21 27 9a• B 25 25 25 25 0.048" Steel Cloverleaf 12' E 0.188 "x4 "x4" Steel Post 18' _ H J (972) 28 * ' 0.120"x3 "x3" Steel Post 15' F F(972 ; t O t t ) N E S C "0 ' GENERAL INSTRUCTIONS FOR THESE TABLES 0.188 "x3" 3" Steel Post 15' G C ■ �i � 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 0.188 "x4 "x4" Steel Post 18' _ H 4 ) f ' 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Putnam Engineering 7 f 580 3. DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4. 3441 Ivylink Place (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE 0/C SPACING OR it OF FASTENERS FOR ATTACHING Lynchburg, VA 24503 USE 20PSF MIN) TO WALL FROM TABLE 9.5 (434) 384 -2514 . 4 1 . CHOOSE A PANEL FROM TABLES 2.1 TO 2.4 THAT HAS 10. USE THE APPROPRIATE DETAILS carlputnaml®adelphla.net 0' EGON ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 14 FROM ABOVE THEN ✓G O 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 . SLAB 7. DETERMINE MAXIMUM SLAB SPACING FROM TABLE 5.1 G 6. CH CHOOSE HEADER FROM TABLES 5 .1 1 THAT HAS ICE01 PAGE 2 OF 5 SLAB 9. P POST 'A' MAY BE USED FOR AL ATTACHED UNITS ON SLABCING 1,9 ‘-'4)' M. P '-' 6 12 • ADEQUATE POST SPACING. SLAB 10. FOLLOW 9 AND 10 FROM ABOVE - P 1 0 0, 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 1. ^ ! • Table 9.3: Required Number of Fasteners for Shearing Loads Table 9.4: Required Number of Fasteners for Tension Loads POST SPACING I Aluminum Malw Gage (In) Steel Gage (in) Aluminum Gage (In) , MULTIPLIED Table 9.1 0.024 0.024 0.032 0036 0.040 0.040 0.060 0.090 0.041 0.041 0.036 0.062 0.060 0.089 0.100 BY TRIG WIDTH Minimum Post Type Required for A B C D E F G H I J K L M N 0 Attached Stuctures Footer Design #14 3/8'8 3/8'B #14 #14 3/8 "B #14 3/8'B #14 3/8 "B 3/8'B #14 3/8B 3/8'B #14 Design Footer 1 Spacing between bolts and screws Tributary Live Load (psf) ' Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT BOLT SMS BOLT BOLT SMS Uplift Size shall be 2.5 times the shank Area (sq ft) 10 20 25 30 40 60 d (in) (Ibs) 164 4as 645 245 273 810 293 1332 507 1142 sae 382 ass 1284 701 (Iba) d (in) diameter 30 A A B B B B 12 100 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 100 12 2 The edge distance of bolts and ,+ 35 A A B B B C 13 127 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 127 13 screws shall be 3 times the 40 A B B B B C 14 159 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 159 14 shank diameter 45 A B B B B C 15 195 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 195 15 3 Connections shall be arranged so that the 50 A B B B B C 16 237 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 237 16 center of resistance of the connection shall ' 55 A B B B C D 17 284 2 1 1 2 2 1 1 1 1 1 1 1 1 1 1 284 17 coincide with the resultant line of action 60 A B B B C D 18 338 3 1 1 2 2 1 2 1 1 1 1 1 1 1 1 338 18 of the load. . - 68 A B B C C E 19 . 397 3 1 1 2 2 1 2 1 1 1 1 2 1 1 1 397 19 70 B B B C ' C E 20 463 3 1 1 2 2 1 2 1 1 1 1 2 1 1 1 463 20 TABLE 9.6: WALL ATTACHMENTS FOR LATTICE UNITS 76 B B B C C E 21 536 4 2 1 3 2 1 2 1 2 1 1 2 1 1 1 536 21 ANC 5 ANC 6 60 B B C C D F 22 616 4 2 1 3 3 1 3 1 2 1 2 2 1 1 1 616 22 CLEAR- NO. OF #10 NO. OF 114' 85 B B C C I) F Slab 90mph 682 5 2 2 3 3 1 3 1 2 1 2 2 1 1 1 682 Slab . LIVE WIND SPAN SCREWS LAG SCREWS 90 B B C C 0 F 23 704 5 2 2 3 3 1 3 1 2 1 2 2 1 1 2 704 23 LOAD SPEEC • (FT) PER RAFTER PER RAFTER 95 B B C C E F 24 800 5 2 2 4 3 1 3 1 2 1 2 3 1 1 2 800 24 (PSF) MPH @ 24' 0/C @ 24' 0/C 100 B C C" C E F Slab 110B 801 5 2 2 4 3 1 3 1 2 1 2 3 1 1 2 801 Slab ' 105 B C C D E F 25 904 6 2 2 4 4 2 4 1 2 1 2 3 2 1 2 904 25 10 90 C 21' 2 110 B C C D E F Slab 110C 973 8 3 2 4 4 2 4 1 2 1 2 3 2 1 2 973 Slab 1000 27' 3 2 120 B C C D F G 26 1017 7 3 2 5 4 2 4 1 3 1 2 3 2 1 2 1017 26 20 110C 11' 2 140 B C D E F G 27 1139 7 3 2 5 5 2 4 1 3 1 2 3 2 1 2 1139 27 1200 16' 3 2 160 B D E F F G 28 1270 8 3 2 6 5 2 5 1 3 2 3 4 2 1 2 1270 28 130C 18' 4 3 180 B E F F G H 29 1411 9 3 3 6 6 2 5 2 3 2 3 4 2 2 3 1411 29 25 1200 9' 2 200 C E F F G H 30 1563 Na 4 3 7 6 2 8 2 4 2 3 5 2 2 3 1563 30 130C 13' 3 2 220 C F F F a H 31 1724 Na 4 3 8 7 3 6 2 4 2 3 fi 7 2 3 1724 31 130C 18' 4 3 250 C F F 0 G H 32 1898 n/a 4 3 8 7 3 7 2 4 2 4 5 3 2 3 1896 32 30 130C 7' 2 300 0 F G G H Na 33 2080 n/a 5 4 9 8 3 8 2 5 2 4 6 3 2 3 2080 33 130C 11' 3 2 . 350 E G G H H n/a 34 2275 Na 5 4 Na 9 3 8 2 5 2 4 6 3 2 4 2275 . 34 130C 17' 5 3 • 400 E G 0 H H Na 35 2481 n/a 6 4 Na Na 4 9 2 5 3 5 7 3 2 4 2481 35 40 1300 8' 3 4 450 F G H H Na Na 36 2700 Na 6 5 Ns n/a 4 Na 3 8 3 5 8 4 3 4 2700 36 1300 15' 6 3 . 500 F H H H Na Na 37 2931 n/a 7 5 Na • Na 4 n/a 3 6 3 5 8 4 3 5 2931 37 - 130C 5' 3 2 ° 38 3176 Na 7 5 Ne n/a 4 Na 3 7 3 8 9 4 3 5 3175 38 60 130C _ 10' 6 _ 4 Table 8.2 39 3433 Na 8 6 Na Na 5 Na 3 7 4 6 9 4 3 5 3433 39 MAX 40 3704 We 8 6 Na Na 5 Na 3 8 4 7 Na 5 3 6 3704 40 TABLE 9.7 STUCCO ATTACHMENT TO WALL • POST POST DESCRIPTIONS POST 41 3988 Na 9 7 n/a Na 5 Na 3 5 4 / n/a 5 4 6 3988 41 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS TYPE DETAIL HGHT 42 4288 Na 9 7 n/a n/a 6 n/a 4 9 4 8 Na 5 4 7 ' 4288 42 16' o/c ( 24' o/c . A 0.024"x3'x2 w/ Sideplates I 8' 43 4601 n/a Na 8 n/a n/a 6 n/a 4 n/a 5 8 . Na 6 4 7 4601 43 Live/Snow Wind Speed (mph) and Exposure B 0.055 ° x3'x3° Fluted Alum F 12' 44 4930 Na n/a 8 n/a Na 7 Na 4 n/a 5 9 We 6 4 8 4930 44 Load (psi) 90 Exp C 90 Exp B 90 Exp C . C 0.095'x3" Dia Steel Post E 12' 45 5273 Na Na 9 n/a Na 7 Na 4 n/a 5 9 • • n/a 7 5 8 5273 45 10 20' C" 20-0" 16-7' D , 0.120"x3'x3' Aluminum Post F 12' 46 5633 n/a Na 9 Na n/a 7 Na 5 Na 5 Na Na 7 5 9 5633 46 20 20-0" 15-8" 18-8" E 0.048° Steel Cloverleaf E 12' 47 6008 Na n/a Na Na Na 8 Na 5 Na 6 n/a n/a 7 5 9 6008 47 25 20 -0" 15' -8" 15' -8" F 0.120"x3'x3' Steel Post - F 15' 48 6400 n/a Na n/a n/a Na 8 Na 5 n/a 8 Na Na 8 5 Na 6400 48 30 20-0" 15'-8" 18-8" G 0.188'x3 "x3° Steel Post F 15' 49 6808 n/a Na n/a Na Na 9 Na 6 n/a 6 Na n/a 8 6 Na 6808 ' 49 • 40 20'-0" 13'-8" 12-8" H 0.168'x4 "x4' Steel Post F 18' 50 7234 n/a Na Na Na Na 9 Na 5 Na 7 Na n/a 9 6 Na 7234 50 60 13' -1 0" - 9' -2" 9'-7' Ili Fastener Terminology TABLE 9.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES Is _ u s i y 4 #14 SMS = #14 sheet metal or SOS screw, Ur minimum length ANC 1 ANC 2 ANC 3 ANC 4 O See General Notes s on fasteners WIND SPEED SNOW SPACING SPACING SPACING 0 y SPAN LAG SCREWS F,D P • Q specifics BUILDING PRODUCTS I < 6: • ,. 1 Clearspan on this chart Is the distance from the (MPH) AND LOAD CONCRETE MASONRY FOR #10 a 2' (FT) PER STUD @16 ; , GI /- wall to the first row of columns. EXPOSURE (PSF) ANCHORS ANCHORS SMS SCREWS 0/C SPACING 227 South Town East Blvd C,, '- ! II ' '' 2 H9tl Kwlk Bolt 3 3/8' diameter and 2.5' embedment ICC ESR 1385 90 C - 10 ` 20' ' 20' 8' 14' 1 - Mesquite, TX 76149 'X' 5:t 2 '9. or other anchor w/ 550# shear vs wind and seismic loads. - 21' 2 (972) 285 . 3 Masonry anchors must have a shear value of 250# for 100 C 20 18' 18' 6° 10 1 F(972) 882 • . ' wind or seismic loads. 21' 2 1 4 114' Lag screws must have 2 1/4' of penetration Into studs. 110 C 25 +6° 16' 6° 6 1 �� OREGON • These lag screws must have an 1/8' lead hole. 21 2 P utnam Engineering ✓& O � 5 10 and 20 psi are Ilve or snow loads, 25- 60 psf are snow loads. 120 B - 30 16' 16' 6' 9' 1 3441 Ivylink Place C i_ 1 - 5 2$ P ' 21' 2 Lynchburg, VA 24503 216 ' 659 130C 40 12' • 12' 4' 13' 2 , (434)384 -2514 Page 19 of 1' M. P u� 130 C 60 12' 12' 4° 12 2 carlputnam &)adelphia.net r _.._._...._.. _.__ .. 1 r KAY 8 2001 G� (Ty Ut iit3ii t ) // 39 ,5'm /1 c T 7 4ee ems. 97223 CITY OF TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO. uk6 Q 7- c67 CO; 0..4n3:te) PLANNING DIVISION: • Required Setbac •s: ('Approved ❑ Not Approved /S / Side: Street Side: (S Front. G9rage: .2(.) Rear: !S` Visua! Clearance: f Approved ❑ Not Approved 2 r x Z' Maximum Building Height 3y feet CWS Service Provider Letter Required: ❑ Yes No fn ct /' ' Nrio o))tQ Ex/ MA.O ❑ Received B� : • 111( 2X Date: .5/q/0 7 ENGINEER! DEPARTMENT: Actual Slope: _% ❑ A oved ❑ Not Approved Site Plan: Approved ❑ Not Approved 11 r; �O Trv S4l • KY 8 20117 rm nit g • 6,cck, 6e...writ 6 //39G a 7 77e4eP 97223 0 /1 39 6 S tio/ (Jo-Vcs- 0_ elL._ • .74 y 2 ,, !If_ firo Eyi6n1J0,0. g q° 7 crtiP NerrioseAki" • • r 4 -; :; • , 141,Y 8 ?NU U_V ii'aiLaa, ( 6onnt //390 ar Mv.se - 7764/ a d / de- 9 72 2 3 EoL) Ea- 17 4 :2/ 7i( s v f_ i■Sro Ey /67 V cdt 1, 1 Ale-rrreg edzki.