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SECURE ALUM. PANS W/ (4) "0 5.M.5./pAN (TYP. "EA. END) SLOPE tJlIl\. 1/J," jrT' ROOF ATTACHMENT (SEE NOTES mow,) SECURE ALUMINUM PANS TO TOP PLA 1E OF END WALL (AND END WALL VERTICAL ro HOST STRUCTURE) W/I7O x 2- 5.M.5. .24- O.C. 3- STRUCTURAL ALUM. ROOF SYSTEJI (TYP.) 2-x _ EDtC BEAM (SEE Pg. 2-0. 2-D, OR 2-E) ATTACHED . Tct8 W/ CAPRI CUP OR CAS7Z.E CUP (SEE NOTES mow,) POST (SEE Pg. 2-F) -2"x2" PURLJN (OPTIONAL - 7- X 2" PURUN) ALUMINUM OR VINYL KlCKPLA TE: 7- X _- OPfNBACK DB. [ ,- X 2 1~ RCC. 1/4- DJA. CONe. AB. . 24" O.e. (MAX) (7) A.B. . EA. POST (2- MIN. EMBED. - TYP.) OR 1/4-' X 2 1/4- TAPCON r ."'': '.~~" ~. ,..... ~'.~.' * FOR WOOD DECK .1! .:':..~;,: ..~.;.~:,., ...... (SEE NOTE BELOW) 1-8- f'W OR EXISTING MIN. 4- 2500 PSI CONe. SLAB . ".Al0N0. F007ER (TYP.) 7-#5 CONT (TYP.) SCREEN ROOM DETAIL * * FOR JM:)QD DECK: USE 170 SGWEW x ~ LG. (7HRu IK100 DECK INTO BEAM OR HEADER) " 24- o.e. MAX) USE (2) "0 x r . E'A. POST CLIP A TTACHMENT NOTES CAPRI CLIP: USE (2) L 7- X 7- X .060- WI (2) "0 x .3/4- TEKS INTO E'A. FACE O.B. CASTLE CLIP: L 7 7/2- x 2 7/8- x .050- RfC. CHANNEL. W/ (4) "0 X 3/4- TEKS INTO BEAll OR OPEN BACK 4- (2) "0 X 3/4- TEKS INTO E'A. SIDE OF COt.. O.B. INTERNAL CUP: USE [ 7 7/2- X 3/4- X 7 7/2"LG. X .044- W/ (2) 7/4-' x 2 7/4" TAPCONS 4- (2) "0 X 3/4" TEKS THRU COL INTO EA. SlOC OF CUP. O.B. H CHANN~ USE FULL WIDTH W/ MIN. (2) 170 X 3/4- 7EKS INTO EA. FACE. GENERAL NOTES 1. 1/4-' CONe. A.B. INCLUDES: A. 1/4-' x 2 7/4" DRIVE: NAIL ANCHOR (EQUAL TO: WEJ-IT, ON7471). B. 1/4-' x 2 7/4" TAPCON (EQUAL TO ELCO) C. 1/4-' x 2 7/4" AS. (EQUAL ro KWlK-BOLT) 2. . 72-x72- MIN. FOO7ER SIZE IN CHARLOTTE: COUNTY J" STRUCTURAL ALUM. ROOF SYSTEM -2"x _ EDGE BEAM (SEE Pg. 2-0. 2-D. OR 2-E) (2) 7/4- DIAx 3 1/2- THRU BOL 15 TX3" COL 3 1/8" X 7 7/2" X 7/8" C BASE W/ (2) 1/4- DJA TAPCONS OR EQUlV./POST W/ (2) 7/4" DlA. x J 1/2- THRU BOLTS - TOP OR SIDE MOUNT ALLOMED- ALUM. BASE INSERT W/ (2) 1/4" DlA. X 2 7/4. TAPCONS (2- MIN.-EMBED. TYP.) SECURE ALUM. COt.. W/ (2) 7/4" DJA. THRU BOLTS r-- ..,. ....~ ) ... 'k"" " I .' . . .... !I', ~ .' :.... M. ;!: ..:-.. ~. 1/1 .... 'T"'ct)~ .' ". . 1.:. .: ....;,: ;' ;" NEW OR EXISTING 1-8- 4- 2500 PSI CONe. SLAB I/IN. (SEE PAGE 3-C) . 7-#5 CONT (TYP.) CARPORT / OPEN PA TlO DETAIL W/ ROOF ATTACHMENT N. T. s. ROOF A TTACHMENT NOTES NOTE: SEE FOURTH - WALL S1.JPP(RT DETAIL. 1_.77 OR AL TERNA TE: /ET"AlLS FOR ATTACHING AI.lJIi. STRUC7IJRES. l_t.O [: RE:cEJVlNG FASTENER TO BE DE7ERMlNED BASED ON (DISTRUCTlON OF HOST" STRUCTURE: 170 5.1/.5. X 7 7/2- " 4- (MAX.) O.e. INTO ItDOO BEAI/,#ASCIA DR (2) 17fbt1 1/2-" 76- O.e. INTO WALL STUDS DR (2) 170 x T . 24- 0.1: 7HRU 3/4- (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS * DR 7/4- , TAPCONS .8" O.e. STAGGERED INTO CONI: W/ 170 5.11.5. THRU REC.. HEADER (EXTRUDED HEADER USED AGAINST MASONRY) INTO PAN 8077'01/ f:I!llE. 1 7/4- I/IN. EMBEDMENT INTO CONI: 7 7/2- MIN. El/BEDl/ENT INTO MOW * REPLACE ALL OCTERIORA TlNG M1OD; W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS THESE STRUCTURES DESIGNED WITH THE 2004- FLORIDA BLJJG. CODE W/ 2006 SUPPLEMENT .t CHAP. 6 OF' ASCE 7 FOR 170-750 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B .t C. YOID AFTER 2-7-09 1_.77 7- 6- 7 DA VlD NORRIS ENGINEERING 172 COLEMAN RD. WINTER HA V!N, FL 33880 P 2 B (863) 299-7048 P.E 32186 g. -