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490 NE 102 St (9)4' -0' 4' -0' 4' - 0' SEE ATTAC4� -ANT DTAIL • 1 .r8.0. ALINING �SD. ALINING 1' -6' CONTINUOUS CAULK FABRIC RAFTER SEE PLAN HEAD PIPE SEE ATTACH. DET. • 2 _J SEE ATTACI -L — DET. •2 TRACK ATTACH -4MENT DETAIL " 1 SEE ATTACCf:41ENT DETAIL • 12' -0' I0' -0' STL. PLATE 2'X2 WELDED TO NERD PIPE W/ 3/S'• X 3' L. RED HEAD (HX) SLEEVE ANCHORS • 36' OC. W/ 640 lb. MIN. SHEAR CAPACITY EMBEDDED 3' INTO EXIST. WALL, FILL HOLES W/ CAULK PRIOR TO INSTALLATION. SEE ATTACHMENT DETAIL • 2 5' -0' 5'-0' SEE ATTACI4IENT DETAIL • 2 i 6'.2'x1/4' BASE PLATE ABTi" i A36 STEEL W/ (2) -3/8'• x 3' LCs RED HEAD (WX) SLEE ANCHORS. ATTAC4 4MENT DETAIL- *2 V4' TYPICAL PLATE -WALL CONNECT F. 3/4'0 SC14 40 BOTTOM CHORD GENERAL NOTES 1. ALL FIFO W!E3 '$,CI4 40, ASTM 4.50I GRADE STL, ry 36.K8f, PLATES W1L4. BE 46TH 436, F 36 K81. 6ThEL WILL 13E GALVANIZED, PAINTED. 2. ALL FRAME CONNECTIONS SN ALL BE FULLY WELDED AND COL11LY- A;U1.8. CODE TYP.}-.75, y e' 3. ALL WELDS TO: E3E. GROUND SMOOTH AND WASHED TO REMOVE SMOKE STAINS, E10XX ELECTRODES. 4. ALL STRUCTURES 4RE DESIGNED IN ACCORDANCE WIN THE FLORIDA BUILDING CODE 2001. ROO OVERHANGS COMPONENTS 4 CLADDING. 5. CANVAS COVERINGS WILL BE DADE COUNTY PRODUCT APPROVED. 'DESIGNED TO RELEASE s 15 MPN WIND 6.FIELD VERIFY ALL EXISTING FIgLP CONDITIONS t DIMENSIONS PRIOR TO FABRICAT10N 4 ERECticN. .NOTIFY ENGINEER FOR MITTEN ■EDESIGN -A8 REQUIRED. - . ALL FRAMES 1-IAvE BEEN DESIGNED USING RATIONAL ANALYSIS,* MAX NGT 45' -m' 4VE BOUND. EXISTING ..5TRICTURE WILL ACCEPT ADDITIONAL: WND LOADS. CONNECTIONS DESIGNED' FOR 1" MASONRY ANCHORAGE. — tut n.113 N. A. 333 !N 1 ».031 LN` 8 ».011 IN' .W *1.13 110,5 /ft OD. =1050 IN. • GER'1AIN CANVAS 4 AWNING COMPANY 1180 NE 2 AVENUE MIAMI, FL 33138 TEL: (305) 151 -4963 6CALE PATE NOVEMBER I4, 2003 1:DOMINIC RUP ©LO, PE., INC. 118 NORTH OC A 4 BOULVARD POMPANO BEACH, FL. 33062 ""TEL: "1934) i84- 211 FAX: (954) 18-4-5610 APPROVED pY DRAUN ' TT '�VTbED PROJECT DENISE CATS 490 NE 102 STREET MIAMI SNORES, FLORIDA AWNING 1✓RAME PLANS DRAWING NUM15ER 5 -1 OP 2 • C y r ooR ?tA ... Q ?AR7f EcA L5 j,-' r t. (Zo v H- 1 3o isCr 1 7 `rh Gc -4 ' 1 (fo'l .sL kr � 140 - r ) m o >"'D 5 h N 1 •s' S /').L . g' » Ek r4 . 0 n'r L o Netts 2' o , c , • f 200 �X_r � - (oN r Q. c M ZS n_,cN4gt, s1.4 9 o Pi tx 10).41) s .1.2 (; -i — t& i A m.% s or U a_ et t= i q ► If - O 5 / A) 6- - 3 /S u PLYwaa 1j:A-c--% 0 ► � 0, R R flQ t,7' S A. 10s r `\--- 2$ 6 M F rtf ,. kX1ST `ty L. 135A- M Pr 2x4- tt1 • /2 " 2 A G 73 € L'1 2, 0 C . c0 ? H IF! , Ven it 1. 11L �q e,, 0 L{-.. COSICrefe J Ito) ! 3 4' Rod, '? "c -c, wN.y (Top) 1 Ro.lo. '#iay (a,•rtiM,) TTfit't r 1 - -1t?• 6 "x6'' —totIQ DAY t G `C'�. PAUL ME2FD1T, •f to r t d �.. :IrtG F1 C�.' 43 `� $rtlCt1I'' .:. F-140 ■ 1 1 i 4 s; .f.T -L A :T rO N. 9 \ 3'3 1/4.1e '4% = ,. _Q,. o. r R. Y Q U N C,' V t p r 4i 0.." Ott`! - i_LC AfCM t c..- Pau �. rat r uc rte G ri {:= r4 Ykle4 N a.. 3 . o� r fe N Q'. Job No. 602 :D t ,0 ( 8 ' Z " " P \ �.' e. • • COI TRA • C].i ✓ p ?rs�'+►e� � p et) r' 01 Ft • - c e.r t ,�le 4-- 5 t6 <tt. Rot \,r . k t3u1Va 4h 4 • 1 /1.1/4,34t : W \Qr4 C )∎ickr x11 t7.3\ss(At,s t �1 e �" . U)'t lr;n. ' �; on r t Y kl• p1U1 `1.." C011ar4.1. C 00 • tvity( - 39 ...- - 1 _,- i ,--_-___ / ; -- ' \ ., • \ '. N I , A 1 1 / / /, 1 .1 A TL W ' OAfl vs) T ,/‘ A ti \A", P AU L N3II*4 4 :1 'A. r't