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original plan_5, 15, 25, 35, 45, 55, 65, 75, 85, 95 t. h JUL 5 ?_000 I I 12 12 1 MEMBER DATA ( — g-10 3/8 8'-i0 3/8„ —� 1 Column data is listed from Base to Eave 7 3/4 „ 1'-7�s„ 1'- -7i 1'-71s„ 1' 71 1 -2ta 1'-4 1-4 1-2$ 1'-7s" 1'-7�6 1>-� „ j4 LEGEND: Rafter data is listed from Eave to Ridge (High Side) 16 V-716" 1'-71" 1) BR12 - DENOTES 3/4"0 BRACE RODS (A36) 24 BATTE LOK ROO PANEL X 8-9 - _ 24Ga B TTENLOK ROOF P Mark Outside Flange Web Inside Flange ---- ----- - ----- ---- - NELS X =g Col (RC-60/64) 1/2 x 1-0 1/4 x 15 1/2 x 1-0 Col (RC-66/70) 3/8 x 6 3/16 x 12 3/8 x 6 00 Raf (RR-62) 3/8 x i6 8C-.o x 18 3/8 x 6 o fl-o M o Raf (RR-68) 3/8 x 6 1/4 x 12 3/8 x 6 i RR-62 Q Q RR 62 I U_ I 12 12 (10) �"Ox 2 1/2 A325 BOLTS PA 4DREL BEAM SPANDREL BEAM 1 �— 8'-10 3/8„ 8'-1p 3/8" ^� 1 W/ SB-71 B ANTI-ROLL CLIP SB-71 7 3 4 TYPICAL / „ 1'-71 ,> 1,_2t$„ 1,_4" 1,_4„ 1'_2i » ' 7 3/4 A 1'-7�" 1�_71s" 1 -7�6 1s s 1,-71]6" 1-7>'s" 1'-716>, 1,-716„ \ (4)340X214 A-325 BOLTS A DETAIL F \ (TYP) // 24 BATTE LOK ROO PANEL X-$_g - - 24Ga 8 TTENLOK ROOF P NELS X -9 NOTE: / ----- ----- ----- - '---- ----- -- Flange Brace One Side m of The Frame Only / FF CN 38 \ / 43'-2" I "i 'a ¢ "o (NS &IFS) 3/16" GUSSET / RR-68 u- a RR-68 Q TYPICAL AO KNEE CONNECTION DETAIL 3/16" GUSSE / SPANDREL BEAM / L- B SPANDREL BEAM TYPICAL SB-71 ¢ ANTI-ROLL CLIP SB-71 / N TYPICAL X (4)340X24 A-325 BOLTS c� o^�°�/ 6 3/8NOTE: (TYP) 6 3 8"w Flange Brace One Side B/E N of The Frame Only OL 39'-1 1 8" L I_ \ W12 x 26 / ) 34"Ox 2" A325 BOLTS / 1'-0 3/4" 15-6 1/2" 1'-0 3/4„ W/ �2» P_ B PEAK CONNECTION DETAIL / 17'-8" 0/0 OF STEEL I CN / -FI I 34"Ox 2 1/4 A325 BO S " / 67 W/ P / o ® TOP OF CONC. 16'-11" _ FRAME CROSS SECTION AT LINE 2.5 - - - - - - - - -i — DETAIL-AIF MB-8 BRACKET W8x18 38 STIFF / W/ 3/8" END PLATE BATTENLOK PNL (NS & FS) 3/16" GUSSET TYPICAL IL5/16" THK CLIP W/ 2 ROWS 7 3/4 LOW EAVE PLATE(HW-7600) I OF 3/4"Ox 2"A325 BOLTS MF COLUMN C KNEE CONNECTION DETAIL w \ m Co SEE BATTENLOK MANUAL FOR FASTENER, o j I SF-105D1 N N I 2ND FLOOR BEAM EAVE PLATE, AND SEALANT DETAILS. Of LU I 1 N v I FASTENER z (BY OTHERS) 0 CL 0 U o I 2ND FLOOR COLUMN STUDS & STUCCO (BY OTHERS) 0 o � O � o ;� o DETAI L—A f V Q0 N (4) 34 0 A. BOLTS 5,> sew, ti W/ EQ TYP. s s 9 I 1 DETAIL F Finished Floor LJ JUL 2 5 2006 2'-1 1/4" 2'-1 1/4" V-4" 7'-6" TO RIDGE 7'-6" TO RIDGE 1'-4" DRAWING STATUS Issue Date Description BY CK'D • The engineer wtose sea[appears For Approval: A 12/12/05 FOR APPROVAL MM KI �1 ct�"'� buildingC�f�1 �� hereon is nit he engineer of re^,ord for the verall p ct 17'-8" 0/0 STEEL These drawings,being For Approval,are by definition not final,and are for conceptual B 2/22/06 FOR PERMIT MM KI 7301 FAIRVIEW •HOUSTON TEXAS • P.O. BOX 40338 representation only. Their purpose is to confirm proper interpretation of the project ZIP 77041 713 466-7788 ZIP 77240 0 5/24/06 FOR ERECTOR INSTALLATION TRS TL ( ) documents.Only drawings issued 'for Erector Installation can be considered as complete. 1 7/25/05 REVISED FOR ERECTOR INSTALLATION TRS TL Project: NEW FRIENDSHIP MISSIONARY BAPT. O A 9 FRAME CROSS SECTION A T C�1 ❑ for Construction Permit Customer: PRE—ENGINEERED STEEL INC. Owner:NEW FRIENDSHIP MI ZONARY BAPT. LINE1 . Location: ATLANTIC BEACH, FL 32233 For Erector Installation CAD Date Scale Phase Building ID Job Number Sheet Number Issue N.T.S. A-B-C 0605-227086 E11 of 11 1 i MEMBER DATA Column data is listed from Base to Eave Rafter data is listed from Eave to Ridge (High Side) Mark Outside Flange Web Inside Flange Col (RC-93) 3/8 x 8 x 20-0 1/4 x 24 x 20-0 3/8 x 8 x 20-0 3/8 x 8 3/16 x 24 3/8 x 8 12 12 Col (RC-95) 3/8 x 10 x 20-0 5/16 x 24 x 20-0 1/2 x 10 x 20-0 4 �— ] 4 3/8 x 10 3/16 x 24 1/2 x 10 Raf (RR-94) 5/16 x 6 1/4 x 40 to 24 5/16 x 6 3 1/4 x 6 x 10-0 8 GA x 24 x 10-0 1 4 x - B 34 / 6 x 10 0 1/4 x 6 x 10-0 8 GA x 24 x 10-0 1/4 x 6 x 10-0 ` ! 55 5 0 o ^ Raf (RR-96) 5/16 x 6 1/4 x 40 to 24 5/16 x 6 c9 EL �` <r c� �` ^ B �� 1/4 x 6 x 10-0 8 GA x 24 x 10-0 1/4 x 6 x 10-0 h / N TrEN�o R0O^ �! 1/4 x 6 x 10-0 8 GA x 24 x 10-0 1/4 x 6 x 10-0 oEC X 3S, 32" 1-7 (14) $"Ox 2 1/2 A325 BOLTS (10) 34"Ox 2 1/4 A325 BOLTS o S © 1��,� W/ P W/ A' <r RR-96 �` ^ RR-94 B I �� 03 d- I � � I 1 �� ANTI-ROLL CLIP °O ��_ TYPICAL NOTE: I �`� i�l 00 5/16" STIFF `t1 I (N.S. & F.S.) 1 Flange Brace One Side 1 of The Frame Only U.N. IF I N A -H I +IA o 3/16" GUSSET \ FA-$104 1 I (N 3/16" GUSSET I 1 FA-,4104 AO KNEE CONNECTION DETAIL B PEAK CONNECTION DETAIL CD O x I I I 1 x = o z ( I V) w I ¢ -------- I TOP OF CONC.-16'-11" o w ------------------- -------------------� -------------- z _I LJ CD ------ ---- B-5 MB-13 B-8 MS-141 Q o ¢ FA-4104 I 8-8 MB-12 i � B-7 (MB-11) FA-4104°- I `N 1 11'-4 1/2' I o I m ¢ - N oLJ 0 Ln r� U 1 I w CD w w '21 w cv CN __JI o d U NI __J � 1 N a' o FA— 10 4 � z J 1 I w FA— 104 � 1 1 U _o wi wl wl \ i� Finished Floor Q0J. 8 1/4" 8 1/4 16'-0" 8'-0°° 25'-4" 2'-9 59'-5 1/2" 2'-9 1-6 65'-0" 0/0 OF STEEL 1-6 CANOPY CANOPY A � FRAME CROSS SECTION AT LINE JUL 2 5 2000 DRAWING STATUS Issue Date Description BY CK'D • The engineer �h e aeol appears A 12/12/05 ❑ For Approval: FOR APPROVAL MM KI m�► a' Cbuilding `on hereon is not a engine of record for the erall iect These drawings,being For Approval, are by definition not final, and are for conceptual B 2/22/06 FOR PERMIT MM KI 7301 FAIRVIEW•HOUSTON TEXAS • representation only. Their purpose is to confirm proper interpretation of the project EAS P,O. BOX 40338 documents.Only drawings issued"For Erector Installation"can be considered as 0 5/24/06 FOR ERECTOR INSTALLATION TRS TL ZIP 77041 (713) 466-7788 ZIP 77240 complete. 1 7/25/06 REVISED FOR ERECTOR INSTALLATION TRS TL Project: NEW FRIENDSHIP MISSIONARY RAPT. ❑ For Construction Permit Customer. PRE—ENGINEERED STEEL INC. Owner:NEW FRIENDSHIP MISSIONARY BAPT, Location:ATLANTIC BEACH,FL 32233 y X❑ For Erector Installation CAD Date Scale Phase Building IDF0605-227086 Job Number Sheet Number Issue N.T.S. A—B—C E10 of 11 1 r}+Y!=_J M