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631 Sherry Dr WJ'f h" 77-- .If I ALL ALLOY 6063 TS OR T6 fo� ALLOY SPAN SPACING mo<' SIZE ...... T6 ROOFBE AMS T6 FRONT PO T6 END POST T6 9-j PURLINS Ilk- U 0)(2L EAVEBEAMS 2X3 0.050 T6 T6 2X3 1:31 TOP BEAMS 0.050 ig-1, 0.044 T6 ZY 2X2 PURLINS CHAIR RAILS 2X2 0.044 T6 J 1j"i: PA 1X2 T6 BASE PLATE R V" t SCC 051711 LAI IN ALUMIN L A ip 44 T OF CENTRA vgll- e ame Everyone Prefers St Johns Bluff Rd. C-10 -14 10, 855 Jackson ville, Fl 32225 -1938 Fax: (9()4) 998 EA Michael Brokaw Tony Blanco pager (904) 889-4178 pager (904) 889-4365 U. Jif I E : A if "il" i�R 4 CkT V fi I R 'P �R 0 V E D f: JOB NAME: Crry OF ATLANTIC INACH 501 CEIVED BUI'LDING OFFICE RE j ESS: JOBADDR �4: PR 06 199 APR 1 1998 C"k ft 1, A f : CONTRACTOR City of Atlantic Beach lf lwg�' ning Buildn"n o If V1 t JA -7-7-�7- 11T 41 41, A I rx Ei"m Mo ,Hi, m WAs k� I-) X, CC) cm co w CY) >52 IL LU ce) Poo CC Nil 11 LL 96 V-4 q 1 P 1 , CL :X. C) :2 a Any H'i Qn gulp ............. 1 TIF or I 1110, A my Vol 15, yKAK 1 Of 'k TE ZZ Ogg 41. mh Al I % tl fTZT TIONS ALUMINUM ROOF PANEL CONNEC �j EXISTING RAFTERS OR TRUSSES Al, FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL w,, R" W/ (2) - #10 x 3" SCREWS w/ MIN. 1 1/2" PENETRATION INTO RAFTER �7 MAXIMUM SPACING 24" O.C. N RECEIVING CHANNEL J, #8 SMS 0 EACH PANEL RISER ALUMIMUN ROOF PANEL (SEE SPAN CHART�) (4§, g H!, Is pt� it;, 10 x 1" SMS w 3 4"0 ALUM. WASHERS t EXISTING FASCIA PER 12" PANEL THRU BOX END INTO FASCIA. R �fl�� *ALTERNATE: V (4) - #10 SMS THRU BOTTOM OF RECEIVING CHANNEL INTO EACH Ell 12" PANEL NO WASHERS REQUIRED A", g, �q 6 kt k,l V.4 W EXISTING RAFTERS OR TRUSSES IV: q; d EXISTING MASONRY, TIE BEAM OR WOOD FRAMED WALL f,t EXISTING FASCIA !g 5 RECEIVING CHANNEL c p� ALUMIMUN ROOF PANEL (SEE SPAN CHARTS H A ............................. p T tl qk" PI RECEIVING CHANNEL INTO PANEL FASTEN RECEIVING CHANNEL TO WALL/TIE BEAM c"! 4 (2) - 1/4" x 1 1/4" 'RAWL' DRIVE NAILS J 0 OR 1/4" x 2 1/4" MASONRY SCREW ANCHORS, OR 5 : 11 - (2) - #10 x 3" SCREWS w/ MINIMUM PENETRATION OF 1 1/2" INTO WOOD STUDS WHEN APPLIC. NOTES 1. RECEIVING CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED, OR EXTRUDED 6063-T6 0.036 MINIMUM THICKNESS. RAFTERS I AND/OR STUDS, WHEN NECESSARY, SHALL BE PREDRILLED TO AVOIDSPLITTING. ALTERNATE FASTENERS MAY BE USED PROVIDED THEIR 3 VALUES ARE EQUAL TO OR GREATER THAN SPECIFIED, AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S SPECIFICATIONS. TI STRUCTURAL STA131LITY OF THE EXISTING 'HOST' STRUCTURE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONNEC ON OF OPOSED STRUCTURE. kil v, ALUMINUM STRUCTURES MASTER PLAN INC. (f)COPYRIGHT AL, INC. 1994 �gjw �W -3 E BEAM CONNEC11ONS DETAILS N 2x3EDG It (4)- *10 SMS W/3/4- (4) - 110 SMS W/3/4- X 4' SMS NEO-WASHERS PER 12 #10 NEO-WASHERS PER 12' L(4) wp INTO SCREW BOSSES PANEL PANEL 8 PANEL T 13 R OFPANEL ml, Iit, f'o (2) #10 X 2' "Or.,-(2) #10 X 2- SMS THRU COL INTO SCREW BOSSES FW-Fo��EW-EbssEs h", 1 1/4*X .050 X 5* 14111- 9 1 lqw_ 't LONG STRAP W/(2) 2 X 3- .050 P.B. 2 X 3- .050 P.B. 110 SMS INTO EDGE BEAM AND(2) #10 0 0 ----_.062 REC. CHANNEL SMS W IV COL 1 1/4- X .050 X 5' GRaREQ-D FOR SPM,.l - 110 SMS g LONG STRAP W1(2) W/(4) TER ImAN 12-0 INTO EDGE BEAM 110 SMS INTO EDGE W/2'-0* MAX. AND COLUMN OVERHANG) BEAM AND (2)#10 2 X 3 P.S. COL. 3 SMS INTO COL (TYP-) LKO'D FOR SPANS m % GRE 2 X 3 P.B. COL V ATER THAN 12*-0* Rl 4 - W1 2'-0*MAX. Al OVERHANG) (TYP.) ILI 4� Z� M�, V vR T M #10 X 1 1/2" SMS 3/4 110 SMS W/ 0 24'O.C. AND WITHIN #10 SMS W1 3/4 (4) (4) i NEO-WASHERS PER 12 6'OF EACH SIDE OF NEO-WASHERS ER 12 L(4)- #10 X 4-SMS PANEL COLUMN PANE INTO SCREW BOSSES 'Ri It A I ROOF PANEL R"t'Ill, ROOF P ANEL Tki (2) #10 X 2" ap 3 Wb IHKU COL. 2 X 3 .050 P.B. INTO SCREW BOSSES W vli: q g 1 1/4'X.050 X 5* j I t LONG STRAP W/(2) 2 X 3 .050 P.B. 110 SMS INTO EDGE c BEAM AND(2)#10 X .050 X 5- 1 1/4 _Ile sl IV, I X 2 018 (REO-D FOR SPANS LONG STRAP W/(2) A #10 SMS INTO EDGE Vill", p GREATER THM J2 i— W/ I-U MAX. ------ BEAM AND(2) 010 t SMS INTO COL T OVERHANG W-2 X 3 P.B. COL F 2 X 3 P.B. COL (REQ'D FOR SPANS I (TYP.) (TYP.) R GREATER THAN 12'-0" g- W1 2'-0'MAX OVERHANG) pw N t (4) - 110 X 1 1/2- �4 �i INTO SCREW BOSSES 'g, "Ag, p, NOTES: Ull ROOF SPANS UP TO 12'-0" WITH MAXIMUM 2'-U' OVERHANG A, In. USE 2 x 2 EDGE BEAM SPAN VALUES t i!it t 1,dr: IEBC23 L)k TRUCTURES MASTER PLAN iR 70 COPYRIGHT AL, INC. 1994 j 0, Tril, 4f,"141 P J" a�; 41 EDGE BEAM SPAN TABLE WIND 110 MPH-DEFLECTION L160 ��f 3 Vk- SOLID ROOF-OPEN OR SCREEN WALLS A 4 BEAM ROOF SPAN USED 6. 10, 12' 16, 20' 24' j 01 O(H 7.33 1" 6.50 5.83 5.33 4.67 4.17 3.83 fil (D) 1-O/H 6.33 5.83 5.33 T-3 5-OD 4.33 4.00 3.67 2x2 2-O/H 5.17 5.00 4.67 4.50 4.17 3.83 3.50 Y� PB XO/H 1 .5.5.5 4.33 1 4.33 4.1 3.50 3.33 4-O/H 3.83 3.83 3 3.50 3.33 3.17 .67 3.67 M.1 O/H 0 10.67 9.50 8.67 6.83 6.17 5.67 7.83 24(F) V O/H 9.33 8.50 7�0 7.33 6.50 5.83 5.33 OR 2'O/H 3 7.00 6.67 - 5.5D 5.17 3x2(C) XO/H 6.50 6.33 6.17 7.67 7.3 t X 6.00 5.50 5.33 5.00 :J, PB 4-O/H 5.67 5.50 5.50 5.33 5.17 4.83 4.67 (F) 0.O/H� 7.83 7.00 6.33 5.83 5.00 4 TO 4.17 O/H 3x2 1 6.83 6.33 5.33 5.83 4.83 4.33 4.00 PB 2-O/H 5.50 5.33 5.17 4.83 4.50 4.17 3.83 �10 �4 'K WEAK XO/H 4.67 4.67 4.50 4.33 4.17 AXIS 3.83 3.67 4-O/H 4.17 4.17 4.DO 4.00 3.83 3.67 3.50 O'O/H 13.17 11.67 10.67 9.67 8.50 7.50 6.83 (H) - V O/H 11.50 10.50 9.67 9.00 8.00 7.17 6.67 Q� 2x4 2'O/H �'IIT 9.33 9.00 8.67 8.17 7.50 6.83 6.33 PB XO/H 8.00 7.83 7.50 7.33 6.83 6.50 6.1 OR TILT 4'O/H "'D 6.133 6.67 6.83 6.67 6.33 6.00 g, 5.67 O/H 12.83 11.33 10.33 9.50 8.17 7.33 6.67 A i 71 all, l'O/H 11.17 10.17 9.33 8.67 7.67 7.00 6.33 00 8.67 J, 2x4l 2'O/H 9. 8.33 8.00 V 7.33 6.67 6.17 SMS 3'O/H 7.67 7.5oT 7.33 7.00 6.67 6.17 5.83 A, A f O'O/H 16.33 14.83 8.50 1.0 13.33 12.17 10.67 9.50 /H 14.50 2� J0, (J) 13.33 12.17 11.33 10.00 9.00 8.17 2x4 2'O/H I I.B3 11.33 9.33 8.5D 7.83 10.83 10.33 SMB 3-O/H 10.00 9.67 9.50 9.17 8.50 8.00 7.50 a ij 4-OJH 8.50 8.50 8.33 8.17 7.83 7.33 7.00 'p, O/H 17.33 15.83 0 13.67 12.17 11.00 21.50 19.17 (K) O/H 18.83 17.17 15.83 14.67 12.83 11.50 10.50 2x6 O/H 15.33 14.67 14.00 2 - 13.33 12.17 1 I.VV 10.00 12.83 1 SMB 3'O/H �11 12.50 12.17 11.83 11.00 10.33 9.67 4-O/H I-00T 11.00 10.63 10.50 1 10.00 9.50 8.67 d 0*O/H 23.67 21.00 19.00 17.33 15.00 13.33 T4 12.00 c I fm"v (L) VO/H 20.67 18.83 17.33 16.00 14.17 12.67 11.50 "S 2x7 2-O/H A 16.00 15.33 14.67 13.33 16.83 12.00 11.00 p SMB 3'O/H 12.00 to� 14.00 13.67 13.33 12.83 T 14 V/m 12.00 E 12.00 11.67 11.50 10.83 10.00 9.17 R 0 O/H 29.33 2 4.00 22.00 19.33 17.33 15.67 (M) 1p O/H 26.00 18.17 16.50 15.00 20.50 2x8 2-O/H 21.53 20.50 t 19.67 18.83 17.17 15.67 14.00 SMB 15, XOJH 4- 18.17 17.83 17.33 16.83 15.83 14.50 13.00 4'O/H 4� 5.83 15.67 15.50 15.00 13.83 11.67 12.67 O'O/H 31.33 28.00 20.33 18.17 25.50 23.50 16.33 (N) 1'O/H 2 25.33 23.33 21.67 1 19.17 Al - 7.67 17.33 15.00 % 2xg 2-O/H 22.67 21.83 20.83 20.00 18.17 16.17 14.00 3 SMB 19.17 18.83 18.17 17,67 16.33 MT` __�O/H 14.67 13.00 15.17 13.83 12 4 O/H 16.33 16.17 15.67 fAr INTERPOLATION BOWEEN SPA RMISSABLE SPAN VALUES ARE IN DECIMAL FEET [INUM STRUCTURES mAsTER PLAN 4A� :ERING,INC. @ COPYRIGHT AL, INC. 1994 77 ?5 g i g 1 42 15 A 4, f N 4,i 4j, Aq, ROOF RISER PANEL 300 12ox3w 3004-1-116 DEFLECTION L/60 12 T PANEL WIND SPAN SPAN SPAN SPAIN 31 R" I THICKNESS VELOCIE SIMPLE 2'O/H 3' O/H 4' 0/ Vi 4n:�lv c xg A OPEN STRUCTURE 100 MPH 12.00 12.00 12.33 1 Ri 0.83 7.50 K V, 11.33 10.83 7.50 11OMPH 11.00 10.83 1 0.024 120 J MPH 10.00 10.00 10.33 10.83 7.50 c� 10.33 6.33 130 MPH 9.33 9.17 9.67 g 8.67 8.50 9.00 9.67 5.67 �fl A 140 MPH 15.83 16.33 100 MPH 15.33 15.33 15.67 :,3; v 00 14.33 R 13.33 14.00 1 14.83 al 0.032 120 MPH 10.00 13.00 VA 130 MPH 12.00 12.00 12.33 13.17 14.00 12.33 13.17 140 MPH 11.17 11.17 11.67 100 MPH 16.50 16.50 16.50 16.83 17.17 15.67 16.00* 16.50 17.17 110 MPH 15.67 16. 15.33 14.67 17 0.036 120 MPH 114.0.3 67 14.33 15.17 130 MPH 13.33 13.33 13. 13.50 14.33 140 MPH 12.33 12.33 12.83 ENCLOSED STRUCTURE A 9.50 9.83 10.33 7.50 100 MPH 9.67 11OMPH 8.67 8.67 9.00 9.50 7.50 8.17 8.67 x 0.024 120 MPH 8.00 8.00 130 MPH 7.33 7.33 7.67 8.17 x 140 MPH 6.83 6.67 7.00 7.50 x A.1 114,11 13.67 100 MPH 12.33 12.33 12.67 13.00 R 11OMPH 11.33 11:23 11.50 12.00 12.67 10.33 10.67 11.17 10.33 11.83 0*2 120 MPH IA� i A 9.67 9.50 9.83 10.50 11.17 130 MPH c 140 MPH 9.00 8.83 9.33 9.83 10.50 H 11 A 0 1 wk IN 100 MPH 13.83 13.83 14.00 14.33 14.83 p T 110 MPH 12.50 12.50 12.83 13.33 13.83 E Qfl', R 0.036 IN IvIrm I I.Qv I 1.14V I I.vv v, I 13.00 A 12.17 130 MPH 10.67 10.67 11.00 11.50 11 q� EC 11.50 140 MPH t 10.00 9.83 10.33 10.83 5 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE. �'M SPAN VALUES ARE IN DECIMAL FEET y�' R ALUMINUM STRUCTURES MASTER PLAN 9 X t ENGINEERING.INC C OPYRIGHT AL, INC. 1994 8