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842 NE 99 St (6)LEid- (20 b.o_ B: :r;:t ell_ A H_l /mil - " - it:N. d c� rp2► u ` . - k, E eU A / • E s J. i5a 10. o +15.0' NGVD NEW MASONRY WALL SECURE A/C W/ 1/8" S.S. CABLES CROSS CONNECTED TO FRAME SUPPORT OVER THE UNIT COWLING `4 e7 O PROVIDE 4 -1/2" THRU BOLTS WITH NUTS AND WASHERS, TYP_ OF 4 PER FRAME. LP 4 A/C MOUNT DET TYPICAL WALL MTD. A/C UNIT PROVIDE ISOLATION PADS WITH 1/2" MAC. BOLTS (TOTAL OF 4) (OP TIONAL) FRAME MADE OF ANGLES 3 "x 3 "x 1 -1 /4" AND WELDED TOGETHER AS SHOWN - - - ft 6& ___4 rfiLa,c (1)(1/ • wt•L' ?51 - voa 1111i I I I I I I It yr 5'8 5 ( t, - c 6,4,6 \ . : - - ' , ,,,..(,-,<.,__,,-"' Li .l. -V\ , • ' d d ap CI 7 w 'c=. - 3 i , ^, ; - 1 b' S03 •nppot,3 •Alunoo opts(' ;o spiooaa oggnd 1_ abnd in • (D. t )10 pap1oa a1 sn ;oa.t3tj4 /IId am 01 butp1000y uoll 7.)n 1 i . / " 4 \ / 1 1 /4 1 6\ Co SO 3 N c' S V) 101 io 1 O ri ir/ ••� 7 d iS - 7/ 5'197 %07 - 311b• 30I5' ■inos N 14I`o'1,N1 ?t 1..'t tv 311b' ,Sl O ,I 711--11-1 �, . L r. c :1 1>, �sy 2115 niI �1 ':::• coo'cz; G73�.10� ��11JGZ S�z10l1 I I VI V1 •Jollaq pun afipaw.oul Cdi jo lsaq W to 0 vai io i i 30 3.Lvis Llv JOA3AUQS UNTI Q3x sayE3 •IN.ogs en }deaxa 'sine no 31x0' ou a ln alagy aro o} 4oa11Q pun ani; si pun uogooup Au/ iopun apes: F.aalns n nuerL1de1 go ;axs pacon73n aq7 7n 1,3111/20 AH3x3k Zv ' L L SLO1 'I 1 0 t - -- 1 d1 2 0 'S L. 1 i — d( I 1 1aa2:11 Eb • o z L rn 13 3%+1 7; Sb 't_ I b: I EL Lz I r >. ''Z 1 1 2r L. 7 °� Ir Yd Z £ -i L n; 1. O 1 TT; N. .o S _211 5 lLL •14 „ sJ o9 npUoU 'SC IttznITAI 1 'PI 'S ZIL1 4 -H 11'>1s ::011 - ' 01- 6601 - 98 80SC : 3uotid q3 J, a Cs I • r �+ ..a6T'Av o .060 "Av. 50• ci h O L 6063461 o. ,072" 305" 6063 -T6 3 r C -4 Ihru 6 -65 BEAM SPANS (Clear Spon In Fee /) Ponn/ 6 CASE I (Simp /• Span) --- - . 6-3.5 C - 1 Ihru 6 -6.5 Pon e/ cc - Co /umn Boom Spon Spon el.Flp. • /n1. FIg. CASE H (Double Spon) 6-35 C-4 lhru 0-6.5 one/ Co /. Spon Int. Fig. Eel.Fig. CASE III (Three or more Spans) I- 8 6063-T6 PANEL LOAD ON BEAM 4'/0" 4' - 3" 3' 9' 51=11" 7 -7" 6 /1" 6=4" 540" 5-6" 5" - - 2" 9 -5 8 7'10 7=2" 6'9" 6-4" /2'6" /0 =5" 9' -9" 8 = 10" Bf /" 7 7 -2" 4 =10" 6-O" 6 4'-8" 5'-8" 6-6" /2 =10" / /'7 " I0.9" 9 9'-/" 8 7 /5 =4" /4 12 /2 1/ 10 9 =8" /8 =4" /6 -7" /5'4" /4'7" /3 =6" /2 =7" 23 =4" 21=2" /9 18 /6"-1/" /5 " /4' -/O" 8'-3" 7'2" 615" 5 /0" 5=5" 5'- 1" 4=9" 9 //- 4" /4 =2" 4=7" 8=9 "/0 /3 =5" 4=4" 3- 0" 4'- 0" 5=0" 6' -O ". 7'- 0" 8' -O" 9=0' 10=0" / / -O" /2=0" PANEL LOAD ON BEAM 4'-5" 8' -/" 10 l/' -4" 12' /5=6" 4- 'O" 7' -5" 9-./" 10=4'11=4" /3 6"9" 8'3" 9' -5 "10-5 " /2 =8" 6 7 9 - '7" 5 5 =5" 7" -2 " 6 =8" 8"1" 7=7" 9 " 7 „ 8 =5 " 4 =10" 6 6 = /O" 7'7" 1/'-9" /0 10=4" /4' -4" 13=4" /2' 6 " 23 7'7" 2/'2" 6=9" /9'5" 6'2" /6 =9" /5 -9" 5 -2" 6 7 =3" 8'- /" 9= 10 =0" /5=1" 5 '9" 5=4" 5 " 1 " 0" 5' Z' 9 -5" / / =8 " /3 =3" /4 -7" 17' //" 21 =10 ' 27 8=9' /4' 4' - -0" 5= 0" 6' -0" 7"-0" 8=o" O' /O'-0" 11'-o" /2=0" IWONEL Laa ON BEAM 3o- 0" 4"-O" 5-0" 6 - /2' 0 7' 0" 8 O "" 9'- 0" 10= 0" / /' - 6-3.75 C -4 6-6 1-4 I -6 I - -7 1-8 1-10 6-65 0 -4 G •37S C-4 6-6 1-4 1-6 1 -7 1-8 I -10 6 5-4 C -4 /0 4'.9" 8 =7" 4' .1" 7 =6" 5=6" 6=3" 6=1/" 8 /0=4"12 4 2" 7 - 0" 9'-4' // =5" /3-9" 4=7" 7=9" 9" 5 6=7" 7' - -4" 84/" /0' -1/" 13 4=4" 7 7 =1" 6 8 6"2" 7'7" . 5 1 8" 7 =1" 5' -6' 5=1" I-7 6063 -T6 6 -6 6 6 5'0" 6 r ti h90' 3.00" �/2.5" /t5" Tqp B - 4- 6063 -T6 I-4 2 /4 -0" BEAM BEAM BEAM 15 -6 " 0 12=0" /3' -6 9 =8 "" /0= l/ "/2' 0" 8 =9 "" 9=11' 1-6 1-7 I -8 I -10 /8' -/l "23 "29 9 =3 "" 15'8 "/6' -5" 09=0 "25 8=0" /3'•7" /4'' -7"/7- /0'22 =5" 7 11.' /" /1 13 16 =5" 20=7" 6=6" /1' • /" 9=1" 10 12 15=1" 18 6=i" /0' 3" 9 9=5" /1 . /4=0" /7-8" 5 -8" 9' 7' 8 -1" 8 10=10 /3 -3' 16 5=4" 9' 1" 7 =8" 8=6 "10= 6 "/2'8" 1541" 5'-1" it'. rs" 7 7-0" 8 ' /" 7 =9" I- 4 6063-T6 I -6 6063 -T6 9= 10"/2'0" /5=/" /0 =a" 9'9" 9 D' -7" 4 G -Z" 6 - 65 4 " 9 =5" 11=6" /4=5" 4=8" 1/' 6" 8 4 t.' 2 7' /o' C- 4 6063 -76 /4' /z' /0=10 9'-// 9=Z' D"- 7" 6 Z 7 -3" 7' 4' /t ' /o' Qi 1I34 /207' Coverage TWIN- VEE PANEL N Ponel Iyi= 027" ' 4U STEEL (/IS.= 40 Icy./ ,049" /Bgo.al/ .134 TI/. 3 "SQ. COL.8 CONNECTOR STRUCTURAL PA N g Pons /-2 Pone/ Pone/ / Pone/ ,56 .bOis "200"(J Pone / 8 l= 24 go. COMPONENT Ye- span • CASE I (S/mpl• Span) Span t - SponI Beam 9' -2" CA SE if '1 (Double Spon 1 s•an " soon _plo,4 Spon Spon CASE DI (Three or moreSpon) Beam 9 " 9 „ ' )f span . cant Beam 2 , 0 " t Spon Con/.I 2 =6' 9" -4" / 8 3=0" 9 =8" _ It CASE & _ 3 =6" 10=0" 1 4- 0 "/0 -5" 4.6" 1 / CASEY /ndicotes pane/ load on beam. Ter ri aon i s for 3YAon FASC /A CORNE; 8 .027" O '" 8 = //" 1 9'-2" • 2'0" 9=7" 2 10=0" 3 1O' - -7" 36 " 1/' 4 =0" /1 4' - -6" HANGER SUPPORT PROJECTION - I - 8 .027" /' - -0" 8 =10" 1=6" 9 =0" Ou ne F ALUM [.627" 8' -B" 11 .027T I. T/ 4'- 0" 5'- 0" 6- 0" 7=-0' 8'- 0" 9'- 0" 10'-0" NOTE: A// pipe s aTnum Parsee A/um.Hongsr ./33" Pipe y 13/5" .00 .. 049" )18ga.sH. ; i .036".41. I6'I s„„, Mount Jl • f � Universal Eye End Universal Wall / b 10 go.stl. 1 /34' Brocke1 lll{��(/e of ti /ROUND COL.8 CONNECTORS r(2' MEMBERS NUM 2 STEEL 140 24 go. go. B" Y / / -B '40" 1 =10" i4 0 x8 i=/o' /, 0 " i=2" r 0 " )401 i , 0 " 1 4" .. 9" 20° 77 1s(ear Span in Feet) 24go. /3 /2 . -0 9 " SCHEDULE O" /2'2" 12=5" /2=8" /.73 l3= 4" 24 go. /2=/" /2= 4 12=8" 13=2" /3'7" 14-2" 14=9" /O= O" / /O' -O" /0= o" 1" /0=0" l0'-O' 1" ioLo" to= co" / %" /0'-0" o" 14" /0' 0" o" l %` /0' -o 30° ANGER SPA. PIPE S/ZEWANGER SPA. PIPE S/ZE /%• / 7 4 - 1o'- o " /'/z /0 ' -O " an be steel with min)'. S" 36 Xs, except pipe maybe used for the /' case • 4.5 CAMELBACK /0' ISOLATED FOOT /NG SCHEDULE ?AREA OF ROOF. ON FOOT /NG(s¢f/) tArea of roof onftgs..Pono / /oodonbeam X Beonl span (For /nlorio, Footings and Panel load on beam X %2 Beam span (For Exterior Footings) FREESTANDING COLUMN SCHEDULE (SQUARE coLUMN) B ' -0" 0 " /0'- 0 4G Mk. sl/. /0 20 40 60 80 /00 /20 /40 /60 /B0 oom Spon "0'- 0" 9' 0" N 3.25" I 6 -6.5 8 CLIP- et 2.5 2.5" 2.5" /.8 /.8" 080" 4375" I .20' • ADJUSTABLE HANGING RAIL /O' -O" 12'-0' 2.5' 2.5' 2.5 /. 8 /. B" FOOT /N6 ,, / wrrnoul soil cover. 4.5" FOOT /NG 4fr / ( w/o soil cover) / =9 "x /'-9" 2=6 "x 2' -6" 3'6 "x 3' -6" 4 "x 4=4" 4 = / / "x 4' - //" 5 =6'x 5' -6" 6=0'x 6=0 6=7'x 6'7" 7'0 "x 7 7'5 "x 7 =5' 2.5" 2.5" 2.5 NOTE: All columns have a min,thickness of s / °� / • B' 1.8' /.B' Provide concrete cover when col is exposed to soil . FOOTING 4 with 12 "soil cove . / CL /Pp/ 2.5" 1.8" 1.8" 3' 2.5" 1.8" 3 3 2.5" 3" /4 =O" /6= O' /B'-0" 3 3" 3 3" NOTE: Soe Component Members for co /umn shapes above. Heavy duly / /al scroll col may be used for 3.'col Typ. column (See Sched.1 FOO TING #2 (with /2"soli cover) 3" x .,, 04 rrr s- 4(a9 "oc 60.way center l'-B" 1=1/"x 1 1/" 2'-9 "x 2'- 9" 3=4 "x 3'- 4" 3' - - /0 "x 3 4' - -3 "x 4=3' 4' -B "x 4 B` 5= / "x 5' 1" 5.5 "x 5.5 5=9'x 5= 9' 20'-0'22'' -0" 3 3" 3 3' 3 3 3.5" 3 3" 2104. /2'Dowols E HEAVY DUTY FLAT SCROLL COL. /. °o" 24 =0' 3 " 3.5" 3.5" ATTACHED COLUMN SCHEDULE ( s AN o OL.) Area Cal. salt.) /0 20 40 60 80 /00 /20 /40 /60 /BO 3 ISOLATED FOOTING DETAIL eev. /110/66 DES /GA/ CRITERIA: The NAVACO Canopy wos designed and tested in accordance with the Metropolitan Dade County Bur /ding Dept Policy for plant produced pre /abnrolod Algid Awnings, Canopy Shutters and Canopies doled Oct. /0, 1960, based on Ina South Florida eui/ding Code. Lira Lood _ _..90pe/ Wind Lood(Uplif/ 33pan wind Lood (HOnxontol 28.6 pat So/oly Factor (Structural meia.l 2 DEFLECT /ON L/MITS: Morn Members Secondary Members NOTES: //AN Alum. sheet sho / /be 3003-H/4 and a// extrusions 6033-75 unless otherwise noted. 21P/oslic Roof Panels are extruded,rigid polyvinyl ch /ands, manufactured by Novoco Div. with self-extinguishing fire resistonce. Every 415 Structural pone/ may be vinyl. 3/A// screws and bolls shot/ De s.o/nless steel, holdipped poly. steel or A /um. a//oy 2024-T4. 4 /Concrete sha / /develop a min.campressive strength of2,500 psi after 28 days. 51.4 4" concrete slab reinforced wiM 6x6 - /0 /10 mesh and 8" turned down footing with / x?5 may 0e used in plate of Isolated Figs. Provide /8 "tube conc.ol eo.co /umn. TW /N VEE -PANEL CANOPY 8 MARQUEE SCHEDULES HOWM ET CORPORATION NAVACO DIVISION L //B0 L/§o 601 Hall Street Dallas, Texos.75226 STAN WEEKS ®c ASSOCIATE!', INC. ENGINEERS 0.7tomt, hairdo Dot e: 7 - 26 - 66 Shoot 1 of 2 Job no 6665 - 3061 N.W. 7111 St. rbt 'it . d sv emu ' 1- D F-4 --■ I ri - 1 b' 10 nc:Ippou •igunop appci JO spzoaau onctitd athod In • cp t PId trc papioaa2 so joeiatp bulpioapy WO II_ - D 1 ?. S irt v t <7: " t7 r nrn cfl -c>7 , 71 0 713 171 L 0 6' Co ANSMILAsainsznamm.,rmat ' , 7 t 1 - 11 ' , a ' 3 CI S' iijno No 14 t 7t1 -1„ tv■ 311 • ,c 1 5L 1 8'1 • C L1t1 H 1 '1 1 S.9 NN I. 0 I L-.1 S '14 C S i I a • IA 71 r C0o eJO --- t5 1 411401 sa2:1c3-isi \ivt L Q 2 10 - 1 1-10 S 1.01 10 Z L L Z n s 7 6 - 7- 0 7 0 1..g ",iLi 1RI E • - a o , L > < 1 rr IMIHOTi .10 aimis UV 1:10A3A1MS a/s114 sib2E $ •untorrs ulanxa , siaa ,ocitSitp; ou a.no alatu lollaq pun afipeicAotoi itui Jo isag atv palm: pun am; puo uolpoilp Atu lopun apntu o f InPreIdo/ EtDials PoR";3" M-11 A.111.1120 As121121 I rri a > r11 c 6 (.71, .0 ".2 1? , Z 1 %I L. F > ,a 0I L • rn '- = 360f- 80SC Dppou 'SC IturtgAl lee/iS 'S TLT auoi ammaosmaiscr.sermormexczr.: r. .. . ", ...� . :_. • . , �; A/um.HOnper , � ff 1 07 c ' i LOO" 3 3.00" 1.23" j •; ,•. ,��. .. Pipe LBO• •133" Pi 4.5" I - .I r6 C5 C 9K v O I 0 ,00'9 -, .06C CA, _O - / ¢5 ' 7 HP• �- - /O" _ "S r ' 1 1 049" �( `� L P ./O • 6063 /8 post /. � eS ` . 080" .50" N _,,, I 10" 137 60F1-T6 /' Sl p' ADJUSTABLE HANGING RAIL _ 1 r / 2 09" Coverage �" � N I f i/: 1k• etc 6063 -T6 TW /N bT- '^ , N • ZO /D" L- 14" -VEE PANEL c o - r • N M -00z - ;sa9z 4 L "A /- ,07Z" - Pane/ I -�I (y.S• 1 -t= 027" Linivers ° /Wa /1 / �/� - '- B -¢ I-4 C-4 In 40k.s// N Bracket /Opo.sh, -� _ 3 433' ILa9� " STEEL 6065.76 6063 6063 -T6 Pone/ 3.0" 3,0" 3.0 . 4.3- ,/96" L •036 M \ 1 ROUNO COL.B CONNECTORS ---- -I `0'- .5 /• 8" Sq. - le'Sq. a Co% 24 go. 1.8 SO.COL.BCONNEC t CAMELBACK ejt for76oa CL/P0/ /0 CO/. `J 6063-4 5" I r r ti Lv" 4.0" n v 1 1 w r.. f , 00 w w w w r mr' ,00z ;arr oo, HEAVY DUTY FLAT SCROLL COL. • O .140" .125" � .125" 094" .066" M - -- M O : 1.z87 I w 050 -_ 3003 -H /6 r a°. ,070" .066" ' ' • O O aari ;oaz ,oaloor m .050" AL - s 003•H/6 `. 234 .37" .37_ ' a /23' 094 O H 4 - b + / .096" t/ ,134" JO 0.3H/6 " 3003 -H /4 szo i sll. SD. COL.8 CONNECTOR °r z. so' G-3.75 ./25" 3.0" .3" Outside I 3.25" • • net F 6. 5 3 ° I 1-6 G 6.5 8 CLIP- • 14O" ' • 4 0" FASCIA CORNER ♦ - C O M P O N E N T MEMBERS - - x1-7 6063 -T6 6063 -76 6 0 6 3 8 7 6 4.0" r/O 6063 -T6 B E A M S P A NS (Clear Spon in Feet) STRUCTURAL PANEL -4 Y - /edr Span /n Feet) /SOLATED FOOT /NG SCHEDULE DES /GN CR /TER /A: / Ye span • ` Pone/ _ A LUM /NUM ' S TEEL tAREA OF ROOF- ON FOOTING ( lIl FOOT /NG#` / ( w s cover FOOT /NG 2 (w ith /2 " so1/cove0 The NAVACO Canopy was designed and tested in accordance with the Melropo1lan Bede County Building 04g0 PO /ray for pion produced pre lobnc 1960, b id Awnmps, Canopy Shutters and Canopies doted Oct.10,1960, based on Me South Florida Buy / ding Code. Live L oad 2'0' 6 •• NEL LL310 ON BEAM BEAM I 6 C G 1 1 1 1 I - 10 8 Beam 'Span . 040" . 24 go- wAL " :�� /0 -8" riii l/' 8 " /0 / -9 "x /' 9" /� B" x . /' -B 3' O" ■ 4=/O 8'// /OW" 9'-5" 8'7" 12 /0 =5" 9'-9" /2 15 18=4' 23 -4 /9 " Pons /r> CASE Z �� e,�_' �- � I n � ® 24 go. i. Si 20 2 6 " x 2 6" /' / / " /' //" 3 c- 4 tare c 6s 4'- 0" 5' 0" 4'" 3 3' - O3" 7 '7" 6'/1" I /'7" 10-9" /4 /6 =7" 15 /9'6" 12'-2' i (Simpl• Spon/ tr y - u, " -I 40 3=6 "x 3'-6" 2=9 "x 2'' -9" . . - Meal - -. 1 „ WmdLaod 33ps • c _ -- Ponn/ Wind Load (Harmonto / /--- 2B•6psl of DEFLECT /ON LS N sty /TS Foc)or : (Structural memJ - L Main Members %90 60 4 = 4 " x 4 3 " x 3 " =- 6' -O ". 6 =4 T =/O B =AO 9 =/O �/4' -7 "��/ 9' - 1/' Spon_ -t_ SPOn yBeam "11 9' -2 ' � _ �■ /2' 4'_I_� 80 4' - x 4' -1/" 11 3 = /0`x 3 = /0" CA SE if 100 5 =6"x . 5' -6" 4=3"x 4' -3" 7'- 0" 5=10" 7'2" 8'/" 9'-1 / /'0 "13 " /6' - - //" 5' 5" 9 =Z" (Double Span 1 / 20 6-0 "x 6=0" 4-8 "x 4- 8 Ext,F/p• e' -O" 5 6' 7 =8" 8=5" ' /2 =7" /5 =9" 5' -1" L� . s • an •'h3 . eh s 24 g 0. /40 6= 6 =7" 5 = / "x 5 /" Secondary Members 0 NOTES: Pone/ CASE I 9 - d" 5'2" 6 7'2" 7 =1/" 9= 8 " / / = /O "n 4 -9" - Span. Span Spon + Beam 9' -9" 11'-10" /3 = " /60 7 =0 "x 7=0" 5=5 "x 5=5" (Situp /e Spon! _. CASE DI _ _ /80 7'5 "x 7.5" 5 -9 "x 5- 9" //A// A /um. sneer shah be 3003 and a// extrusions 6063-T5 unless otherwise noted, 2 /P /osnc Roof Panels ore extruded, ri id polyvinyl chloride, D manufactured Every y 4M St uctu alp self-extinguishing may npuishinp fire pet/Vence. Every 4th Structural pone/ may be rmyl. // ew and s shall 4. 00 alt. 3/A screws bolls stainless Stec/ ho)di ed p stet/ orA /um.a /boy 2024 - T4. pm of re/e 8 days re /°p o min. compressive strength 012500 Psi oiler 28 ears. 51.4 4'concrete slab reinforced with 6+6 - /O //O msshand 8".. B" turned down footing with 103 may be used in plate of /so /aged Figs. Provide /8 cube cone.°/ ea.column. ' /0= 0" 610" 61/0 7 Mi l/'- 4 /4=2"E. (Three amore Span) t Are° of roof on fps.• Panel load on beam X Beam span (For Interior Footings l span (For Exterior Foo/inpsl / 1' 0" = = 5-8" 6-6" 7 8'9 /0=8" /3 8 .027 ' .04 24ga. and Panel load on beam X %2 Beam /2' 0 4' 6" 5-6" 6=3" 6'// " /0=4"12=1/" 4 -2" 7-0 r Pone •' span .. cont /� O B - /O" lO -B" // -9" SCHEDULE (SQUARE COLUMN/ '1 / -6 , �__ ♦ , II = 10° _ _ FREESTANDING COLUMN - -0 ' 6.3.3 • • NELLOAD ON BEAM BEAM Beam Spon � Cant. II I 2 _ /I' -O" _ (2 O" 8 -O 10 -O /2=0 / - 6 O" /B' O e s a 24' O" �� 3" 3" 3" 3.5" _G - 175 - C 4 6-6 I-4 I - -6 I -7 I -8 I -/0 6 H - 4 2'6 b O I b 9=4" 9 =8" _//'2" l/' - 5" /2'2" 3' - O" _ 5 =Z' 9'5" /1 13'3" 14' - 7" 17=/1" e 27 8' - -9' /4' /2 -5" ■ 8' O" 2.5" 2.5' 2.5" 2.5" 2.5" 3" vno • C-4 'Arm e -6.5 CASE 7 /0 0" /l' -8" /2 -8" 2.5" 2. 5' 2.5" 2.5" 3" 3 . 4=0" 4' -5 8= 1" 10=0" l /'' -4" /2'8" /5 -6'" : e 23'9 /a =/o 4_ "_ /0 -5 _/2 - O " /2 =5 "_ _ - >- /3 O 9' 0' /3 = 4" /O' 0" 2.5" 2.5 2.5 3" 3" 3" 3 3.5" 3.5" Column Pon e1 Beam Spon 7 5' - O" 6'- 0" - 4-O - 7' - -5 6 -9" 9- / "/O'- 8 -3" 7'7" 4'1/'- 4 /0 -5" 12'8' /6' /0 " 2/=2" 15=6" /9' -5" • ' 6 -2" //' to" ia'u" Pane/ 'Ii soon + cant: 8 027" .040 " 24ga. NOTE: A// columns have a min.thickness of Vie' /'O 8 -(1" olio" I1' -1o" ■ SOU R e , e SCHEDULE STAND•ROUNOCOL.I Spore 7' 0 011 6'2" 9 1/' (4 -4" 5 - -9' 9'-9" r` 1 1 -6" 9 11' 0" /2 -I" ATTACHED COLUMN x, Fp CASE Me Fip B'' -O" -- 5 -0 "� 8 =/" B' - //" s /3 =4 "� S 4" 9'•2 Cont. :eom Spon Cant B 2 9=7" /1=4" 12' 4" of Area /O 20 40 60 80 /00 /20 /40 /60 180 (Double Spon/ . 9 - O -5 5 ' " . : 7 =7" 815" e , 12=6" gig 5 , 1 " 4' -10' . II/ ♦ ♦ I( =9 B CASE Y 3'0" /0 -7" 12 -2" /3 -2" __ 8'- 0" /.8" /.8" 1.8" 1.8" /•8" 3 " 3" 3" 3" 3" /O'-0" 111 - 5'2" 6 -4" 7'3" 8- 1 " grj /5 -1" 4' -6" 4'0" 4' - 6" // /2- 9" _ / 7" 1.8" /.8" 3 " 3 ° 3' 3" 3' 3" //'- 0" �� 6 -O' 6 =10" 7 =7" 9'-4' /1=5" /3-9" 4' 7" ♦` indicates panel /oadonbeam. - /O o " / / - L3' 4" 13 -11" /44' 2" ' 9' 0" /.8" /. 8" 14' -9" IO' O" 1.8" 1. 8" /. 8" 3" 3' 3" 3 3' 3' 3 /2' -0" 4' - -9" 5 6' - -7" 7'4" 8'/I" /O' - / /' 4' - 4" - O' 6 - 35 _ BEAM I HANGER SUPPORT SCHEDULE NOTE: See Component Members for column shapes above. Heavy duty f/o scroll col may be used for 3.'col EL LOA r ON BEAM 6 -d/5 C - 4 6 1 1 1 1 I - 10 6 0 4 Provide concrete corer when 3' 0" !i'-:i" 10=0" /2 /4'0" 15 -6" 18-1/ 3 -/" 9 -0 9' -3" /5 _ 20° 30° co/ Is exposed to soil Typ.Co /umn (See Sched•/ TW /N VEE- PANEL CANOPY 8 MARQUEE SCHEDULES C-4 thru 6 -6.5 4' -0" ' e /3 -6" /6'5" 27 = 0' 25 -2 " 8 -0" 13'•7' / PROJECT /ON HANGER SPA. PIPE ANGER SPA. P/PES/ZE .M . FOOTING 2 with 3- /2 "soil core. - _ one/ 1E8=7' 7 = /0" 10.// 12'0" /4- 7"/7 2-5 7 /z /" / 4=o" /0'o" 1" /o' o" 1" _ mm. Hanger Pipe -' 5' -O" /0'- 0" /" /0 =0" /" FOOTINGS /without i� "Dove 6 H O W M ET CORPORATION NAVACO 601 Hall Street DIVISION Oallas,Texos.75226 O j 0 0 '43 Fr: 7 -/" 6 s 9= // " /l'O 9 / " /0= "/3= 2 "/2=4' 5'/6' -5 "207" - -- '°''i" 6'6" -. - 6 - / " 1/' /" "- /O ' 3 ' Spon Co /. Bee Spon 5 = 1" '/ - /0'.o' -'- 1" IO'O" soil corer. 2•4x12 /s ;" - /naFlp• 6' 2 ' 8'7" 9=5' /1 /4'0 i' 5'-8 9 ' 7' 2 0 ° w /0' - -O" 1 1" /O -0" 1%' N 30° / �" /O = °" / " STAN WEEKS sk ASSOCIATES, INC. ENGINEERS CASE 5 -8" 8'-1" 8 - /I" ( /3' - -3 ,. J" 5 -4 s O'- °" (Throe or more Spans/ Projection /0'- 0" /!• /0' -0" /5" se 9 "cc sa.woycenter 5' -6 6'9" 7- 8 " 10=6" /2 15 -11" 5'4" / /0' -0" 10'- O" / " /o' -o" 156' ISOLATED FOOT /NG DETAIL 3061 N 7th St Miomi, i florteo //'-0' 5 6 -5" 7'3" 8= /" /2 =0" /5 --/' 6 2" 36 ksi Dote: 7-26-66 Sbsst lof Job no. 6668 -5 /2' -0" 5 =0' 6 7" 0' � 9=5"// " /4-5' 4 -8" 1'/0 NOTE: Ail pipe shah be stee with min. -S• except aTnum hanger pipe may be used for Me /'case. Rev. //30)60 \ h ( I �Aao✓ P P coe k I C4/auG6 G- i :-4t 3 max. G35 2 max. 3 =0' y • 1y4 Hammer dr. nor / ,n conc. . r Ye, /yl" Log screw rn w o0 r/ spaced /6"c.c mow, mum Co /umn Moy be oUcched or freestand/nQ _.- Varies _ _ (See Schedule/ TYP /CAL PLAN (CANOPY Beam Spon (See Sch•du l•/ Seam S /NGLE SPAN / Co /umn Beam Spon (See Schedule) Beam---" Do. DOUBLE SPAN max. C_= -! 3 \Beam Baam'Spon (Si'. Schedule/ Do• 00. THREE THREE OR MORE SPANS TYP /CAL ELEVATIONS (CANOPY F /osh,ng i6 5n'5 6 or 6-65 Pane/ Pon el i Ad/uslob /e hongrng rod .08 bolt and nut 0 6" c -C 8/0" Bolt and nut 6 c -c. /so/oled footing (see Schedule) TYP /CAL CONK. TO EX /ST. STRUCTURE 6-6 4 %'bolls 6-6 Pone/ 2-k.9" boils ea. side -/ L C /ar,r /�Ja /2 c c w/06 SMS. Pone/ -/0 go.s /1.. LI Conn. 2 -', Bolls 16" or 3 "Sq. Ste * / Co /umn (Novato Col.) C/ p x*/ P/2'C- -t w/#6 SMS Pone/ /2x Ye "SMS. or Y vets o 6'o- -c" h Y4'00,087. Column✓ F/osh,nq - A" A,vetP 6' - -c 2 -h' bolls l8 o r3 "Sq. Sleet Co /. (Novato Col) C /rp .4 - 16/2 "cr # 6 SM.S., . Pone/ 12x4 a l's• 012xk "SMS or � rlvela6 "c-c ,ff'r,vot 6 6c -c G '/rs "S!/ strop - 2-Ys" bolts / 2 ". 2'. YB "L,3 " /g. w /3- V4 "bo /Is / to beam ono 4 Star tomp,n W 4025 or equal to canc. TYP. BEAM CONK TO WALL o o t \ Beam ', 6-6.5 /.6 or 3" Sq. Steel Column (Navoco Col./ 1.8'or 3 "5q. Steel Col. ( Novato Col.) Clip rK / (a) /2 "c -c - /4 012xXS.M.S or 4 - rivet (W 6 "c.c 0/2.0e - SMS. ory3•rrvet 66 c- -c 474' 8o1Is 2 - Y4" Bo/ is ( Chi, #-/ (d /2 "ac w� 6 SM.S. 6-65 %4 - bo//j a'1 - I Beam 4- hq"bons Column -. Pone/ (See E/evol on) TYP /CAL SECT /ONS THRU BEAMS 8 COLUMNS Vanes 2- /"bolts 1 tit J1. PLAN L 12 "for 6 -6.5 /4.0' for G -6 u 4.0" EL EVATION °o mg ui y'bo/l - /" rlvel(76 "c -c s/0090reo aril' 5e/ %ddnllrn se /t -lapin l9 stews Connector) /8 " x3 "Sq. Steel Co%-' -1 (Novato Co /.) LB" or 3" Sq. Steel Col - (Novaco Co /.) C/rpas /( /2"c -c w1,4r 6 SM.S_ C-4 6 -6.5 I Seam . 4 -1.1 . bolls Y4 "sleet prate Column J/p 'plote N\o ir.y 3 "Novoc0 Cot 3"51/.Col. (Novato Col/ - 1 4 4 -4"bolts connrror 2- "bolls 2-Ys" bolts G- 6.5 Connecta .75 "x .75" x./25" L ve #10 SMS / 012 "c -c 6 -6 2- 3'e " boles Novato Co/ 2-0'x /24'Star Tomprn #4025 fa roof ores S F coup to 80 Uae Yc'B'bo /t cast in cons for roof area 80S.Eto 18055. J - Ye' nve /( '6'oc staggered. or Y "se /t- drrl /Ing self- loping screws. 4 -Al. Anchorbo /Is 1 40 % of Hanger Spatng Do 40% of HangerSpo. 2- t8'ba/ls 1.8"SI/. Col. (Novato Coll 2 -% "bo /!s C/Ip#1 l2' /y6 SMS 0/2 s'h "SM of yer,vets 6 c-c 4- 7.`bo /Is /0 go. s /l. U cone. .3 Sq. Steel Co /umn (Novato Cho,* GI12 c-c w/#6 SUS - Fyne/ .75", .75"x rLi - - ./25' w/ N/0 S MS 012 c -c Panel #/2 x'i SMS or %B' ' [74 6 c - c 4- %4`b0 /!s 2 -Y 'bons Varies TYPICAL PLAN (MA ROUEE) 6 or 6 4 #/0 S.M.S. Outside Corner 6 -6 or 6 4- #/O S MS CORNER CONNECTIONS Universat ENS Eno MO / alt Bracket bo /I Strut Pip* Strut Noun, 6 6-6.5 , Adj. hongrng roil or header. TYPICAL SECT /ON (AL UM /NUM) or 6-6.5 Pro j•tties (See Ponf1 Schedule/ � Camellias 44' Dan Pre, Pipe 4' /g. 2 -�a x l%4'Star Tompms/4025for proections up to 2-*'lbrubgfs for, presto. 6 to 10- po • Standard / steer COp steel 2 -Yi bo/rs SID V /EW Hanger Pipe Pore/ tin I Woe Bracket 2 boils Universal Eye End 2 -7 "bops ConWbock JA 'bolt Manger Pipe „It "ball 6-6 or 6-6.5 6 G -6.5_ Ad/. hongrng 0,1 or neo6er TYPICAL SECT /ON (STEEL) 2 Slur tomp/n # 4025 orequol. )4',11(t" bummer di. not /(d)/60c 4 �y• x lfz` `kommerdr• nor /(a7 /6 at. TW /N -VEE PANEL CANOPY 8 MARQUEE DETAILS HOWMET CORPORATION NAVACO DIVISION 601 Hall Street Dallas Texas 75226 STAN WEEKS A A INC. ENGINEERS 3061 N.W. 7t11 St. Miami, florldp Date. 7 -26 -66 Sawt20{2 Job No. 6665 -3 Hanger Spa 6-6 or 6 /.25 "x 1.25 "x YB olig. w/ 4 •Y /O S. M.S. eo. leg 3 "Novato Co/ 2- 4 it /2'dowels 2'- 8' Sq. FOOTING DETAIL 2 )'!' bolls 3lrul Mount 2-74' bolls 6 -6 /Jf'dio- sold winder w/2 cop SCrews Come /bock Go/v. 2 bracket m50,104514" sn. w/2-344," gussets welded to bracket. 4 bons l0 foxlo, . j to pipe - -r THREE OR MORE SPANS DOUBLE SPAN (CANOPY I IS (See Schedule) w ' Alum.Hanger 1.07: ''" /00" i 3.00" 123' _.�- .•,-�.. :. /.BO' . /J3' Pipe 4.5" 1 � " " " 1I \ . /O" - . '� O , \ O6O "A, p --- I' „eb a ,SG ,.Sk O. D. 1375'2.0 q 065'A4 .50" 6061 -T6 /t 5- Typ. o /O" ye2D27l h � I , .049" \ y( N _ i ./O" L e- - O 6063 -T6 «� /B popo.sJ /. t 5 .OBO" .10 6063-76 I " _ -3 5 I 2 0. A , ; L i 12.07" -34 : .036 Al. �Sy Strut Mount s/'� , "•elL ZDO ADJUSTABLE HANGING RAIL Coverage 8 I . Universal Eye End _f_ LW' TW /N /4' • LUM /NUM -VEE PANEL " /3003 -N/ ,072" . 00' - � O ° ,td9 / s. �/e T Pone/ 1-•--, D27 "- �-.• -� UnNrerso /WO // t{,�1 B - ` 4- -4 C Bracket (111��/ I, l -4 STEEL ( ✓. 5.= � 406 6063 6063 -76 40 ksc/ N /O osH, pp ' 6. 0" /.0"o- "A / - I F - 6 Pone/ .137-!= r �q , /96" •036 /ROUND COL.d CONNECTORS I �- 24go. 18 O COL CONNECTOR C ' AMELBACK /.8" S0. /.B'S9. _6L-__E 606, -T6 5.0" 3.0" 4.0" 3.0' 0 for is' boa �t1 CL /P // CO/. Co% LOO" 'i �•- 1 Reboil I - I f' I for I I h • OOr'aor ,00? ; ;004 :001 _ ti. ,00'9 HEAVY DUTY FLAT SCROLL COL. O O .096" / 40" /25 ". � - . /25 094 ` .066" O M M F..697 3003 . . ,070' ,066" � ,050 "A /. r 0 H/6 ,.ab 3003-H/6 2.34 ' Lj:I t 37' .. a m o " /2s• 094° O r IC, ,049" •,OSO 3003H16 18go ,/34 ra .050" 30°3 -N /4 Ssov f 4 sH. 3 " COL.8 CONNECTOR ,/25" 3 FASC /A CORN outside 4 3.25" I . 29j r. so" G -3.75 O" I COMPONENT Diner G -6.5 8 CL /P- F-65 3 0" 1 6 /40 ' 4.0" � .f I- 6063 -T6 1 NECTO. MEMBERS 4,0" `I 6063 j /o 6063- 6063 -T6 B E A M S P A NS (C /ear Span in Feet) STRUCTURAL PANEL 'AN - - 'r Span /n Feet) / SOLATED FOOT /NG SCHEDULE DES /GNCR /TER /A: t AREA OF ROOF ON FOOTING - FOOT / NG-#/ ( w/b SON/ Covert FOOT /NG #2 (w llh /2 / The NA VACO Canopy was design p1' ed and lasted ,n accordance wr lh Me Metropolitan County Bw /dmp Ospl Pobcy for plan, produced pre fabricated Algid Awmnps ,Canopy Shutters and Canopies doted 0010,1960, based on the South Florida Building Code. Lrre L Ood o' 63.5 PAN£L LOAD ON BEAM BEAM i Ye -span + Pone/ ALUM /NUM STEEL I 6 C G I - 4 I - 6 I - 7 I I /O 6 9 - 4 Beam Sp on . 027" . 040" 24 go 3' O 4' /o 8-I/" /O 1 // "/2 9=5" 8 - 7 7 =10 / O -5" /2 "/5 '18'4 23'4` B'3" /4' - 0 8 - 10 - 8 „ 1( -8 /0 / = 9 " x 1 -9 / =B " x /'-B C - 4 Ihru 6 4'_ O" q•_ i" 7 ' -7" 11=7" /4=0' /6'-7" 2/=2" 7'2 /2' -2' C A S E I 20 2-6" x 2'-6" /' - / / "x /'- //" (Amp /• Span 40 316 "x 3' -6" 2'9 "x 2 =9' _ . _ _ - - .30 11 " Wind Load (Up Pons/ 5 - 0 /-.9 6 -1/ 6=4" 9 -9 /O'-9 /2 -1/ /5 -4 /9 -6 6 -5 As -l0 /Alt 53psf Wind Load (Horizonta / / 28.6psf Safety Factor (Structura✓memJ -2 DEFLECT /ON UNITS: Mon Members L //BO Pons /�? s s - n (+ ..p nn .s s �! .027 J . 40 24go. 6 0 4 = 4`x 4 =4" 3=4 "x 3=4" BL/O" 9= /d '/2= 0 "/4'-7 " /B =4" 5 =10" 9' - /I" Spon t Spon i}B 9' -2" l / =3" /2= 4" 80 4 / / "x 4' -I /" 3'./O"x 3 = /O` • C A S IT '1 7'- 0 5;10" 7 -2" 8L /" 9'-/" // 13 /6 5 9' -Z" /00 5=6"x 5=6" 4-3'x 4=3' (Double Spon) /20 6=0".• s=o" 4'-8 "x 4= B" Ex/.Fp C A S E I 8 O" 5 - 6 ° 6=9" 7LB" B =5" /0 /2 =7 15 5 / 6 / 40 6'7'x 6 5 / "x 5 1" Secondary Members L/SO « s on •'77S on 040' 24 0. 9 NOTES: Pane/ .027" 9=0" 5 6'-4" 7' - -2' 7 9 " //'/O /4 =/O" 4 " -9' 8 • - Z' Span. Span Span Beam 9' -9 /1' - -1O" /3 =0" . /60 7'O "x 7 =0' 5 "x 5 (S/mple Spon) ..,.,. CASE !II /0= 0" 4 =10" 6 6 7 9'- 4 "//' -4" /4 4' - -7" 7 =4' /80 7'5 " x 7 =5 5 =9 "x 5= 9" /JAN Alum. shoe/ shot/ be 3003-H/4 and all extrusions 6063 -75 unless o/Mrw,se noted. 2 /P /oslrc Rao/ Panels ore exlrudedr g,d polyvinyl chloride, monufocturedbyNovae°D,v. w exbngursh,ngfire resistance. Every 4M Structural pone/ may be tiny/. 31 All screws and bolls shoe be stainless steel. hotd,pped go /r. seer/ orA /um. alloy 2024 -74. 4 /Concrete shat /dere /op o mrn.compress,ve sJrengM of 2,500 psi alter 28 days. 5/A 4" concrete slob reinforced with 6x6 10 /10meshand 81.8' ruined down fooling wile I me5 may be used in plata of Isolated Figs. Provide /8 "cube conc.°, lO.column. (Throe or more Span) t Area of roofon figs. "Pone / /ood on beam X Beale span (For Inter /or Footings ) and Pone/ load on beam X %Z Beam span (For Exterior Fool/0gsl 1 1' co" " 4' " 5=8- 6-6" 712" 819" /o B" /3 4' -4" 7,4' B .027" .040 " 24 g 0. /2 =0" 4'6' 5=6" 6 6 8 10 "/2 4 -2" 7 / ' Pone/ e . /f spun 4 cont. /' -O" 8' -1O' ld -8' 1 / -9" ,I- FREESTANDING COLUMN SCHEDULE (SQUARE coLUMN1 ' • G - 3.5 FANEL LOAD ONBEAM BEAM '1 1' 6" 9 -0" 10 - 10 1/ -10 Beam- S P a n 2 -0 9 -2 / /' - /2' - O Beam Co% -SF" Heigh, 8 /O' 0'/2' 14=0" /6:0" /8' 20' 0'24 =0' 0 - 375. C - 6 I 1 1 - 7 I 1 G - 65 8 -4 2' 6" 9' 4" /1" 2" /2' -2" - C-4 'Arm 6-6,5 3= O" 5 9' - -5" 11 13 14 - 7" 17 =8" 21=,t7' 27 8' -9" /4'- /d _ e' O" 2.5' 2.5' 2.5" 2.5" 2.5" 3 " 5. 3" 3 • C A SE LIZ e 10 -0" / /' - /2 -B" Pone/ 4= 4'-5" 8=1" /0 =0" // -4" /2-8" /5=6"18=10" 23=9" 7 =7" rt' /o 9' 0" 2.5" 2. 5' 2.5" 2.5' 3" 3" 3" 3" 3.5" /0 -5" /2' - 0'" 13 -0" - 5' -O" 4-'-4' 7' -5" 9 /O 4 -4 "13 16 "2 / 2" 6 -9" N- a' /0'- 0" 2.5" 2.5 2.5" 3' 3" 3" 3" 3.5" 3.5" 4:6 12 = /3 -4" Beam SP " 6- O" 6' - - 9' 6' -3" 7 7' - -2" 9 /0 -5 "12 "/5 "/9 6 /0:6.• Pone/ s lfg spon,cant: B .027" .040 24 go. NOTE: All columns hare omotihicknessof 446 '• 7 ' 0" 8' O" 6L2" 5 B'7" 8=/" 9' -7" B' - //' /I' 9" 10 /4' -4" 13=4" /7 /6 =9" 5 -9" 5=4" 9' -9" 9' -2" /:" 0 -" 8 /1 10/0" 1" /1 - /O (SQUARE COL - ATTACHED COLUMN SCHEDULE STAND•ROUNOCOL.1 I / -6" 9 ' -2 " 11 -0' 12'_1" I. Ft'. CASE MI Fig. II Cant. Beom Spon t Cont. 2=0" 9=7" /1=4" 12 4 „ o/ Areo Col- s0.ft) Height /0 20 40 60 80 /00 /20 /40 /60 /80 (Double Spon! 9=0' S =5" 6'8" 7'7" 8 "/O'er " / 2= 6 " /5.9 ° 5' /" O' -7' B B 2=6" /D' -O" // -9 /2 -B" CASE Y 3 3' - -6" 10 - 7" 11=1" %2 -2" /3 -2" 8'- 0" 1.8" / -8" 1.8' 1.8" /•8" 3' 3" 3" 3" 3' /O' -O" 5 -2 6 4" 7 =3 8 /" 917 /2 =0" /5 .I" 4' - / O" G' -2` 12 -9" 13:7" 9'- 0" 1.8" /.8" 1.8" /.8' 3" 3" 3' 3' 3' 3" / /'- O" 447' 6 6 7'7" 9-4' /) /.3-9" 4=7" 719' E /nd,cctes pane/ load on beam. 4 /l' /O - ' /3' 4" 14=2" I0'- 0" 1.8" /. 8 /.8" 3' 3' 3' 3" 3' 3" 3' /2' - O" 4=9" 5=/016' -7" 7' -4" 8 " IOW /3 =8" 4' -4" 7'-5" 4' -6" 13' -11" 14' 9" 1 0 ' 6 -35 !kW£L LOAD' BEAM HANGER SUPPORT SCHEDULE NOTE: See Component Members for column shapes above. Heavy duty fro scroll col may be used for 3 "co/ ON BEAM < -s/5 C 6 P4 I - 6 1 1 _I 6 e 4 Pro✓ /de concrete co, is exposed , FOOTING +4t2 Fool / corer. cow,. when 3= 0" / 6' :i` /0 12 /4'-0" /5' - -6" /8'-/1 "23 /" 29 9' -3" /5=6" /ON 20° 30° to soil 'rah _ J mm . Typ. co /umn (See Sched•1 T W/N VEE -PANEL CANOPY 8 MARQUEE SCHEDULES C-4 lhru 6-6 . 5 4' -O" 4 `9" 15 " /0= 7 "/2" -0 /3=6" /6=5" 200 '25 8 -0" /3•7" % / 7 / / / Hunger Pipe � _.. 3O or PROJECT HANGER SPA. PP E SIZE HANGER SPA. PIPE SIZE -_ one 4'.3" 7 - /O" 9=8 "10=// "12 717 = 10'22' -5' 7 /L =1" 4=-0" /0=0" 1" /0=0" i" FOOT /FOOT/t/6 0/ w Mout sod cover. 1‘.. 2#4s /2 "Oowe /s � E HOWM ET CORPORATION NAVACO 601 Hall Street DIVISION Dallas, Texas. 75226 . 7=/" 8 9 =1/' 1 /LO "/3- 5116 "20 6.-6' 1/' •1" 5' O" / O' O" /„ /O' O" /" Co/. Spon Spon : =1 I ' 0100 1 • m 01 616" 8 9' /0 /2 4"V/5 -I" /8 6 -/" /0 6= /0'-0" / " /0 /" ., •�:.' a /nl. Fig. - - -- ' --- - 6 = 2' 7 - 7" 8 9 //'6' /4 -0" /7'8' 5' -8" 9' 7' 7'-O" /O =0" /1" /0' -0" l s• STAN WEEKS do ASSOCIATES, INC. ENGINEERS CASE III 518" 7L /" 8'-/" 13 17 - -3' 16'=8' 5 -4" 9' /" 8'- 0" /O O / /" 10 / / / ¢ " / Projection (Three or more Spans) eo.w ISOLATED FOOTING DETAIL Rev. / /50/00 /O' -O" 5 -6' 6 =9" 7 =8" 8 -6'/0= 6'/2'8" /5=//' 5' -/" 6'6' 9'- 0" lO -O" /0 0 /O'- O" /ii" /i /0 -0" /0' -0" /," I • / / /' - 5 -/' 6 713" 8- /" 9'- 10'1210 ",5 =/" 4-I0' a' -2" 3061 N.W. 7th St. Ntomt, tort do • Date: 7 -26 -66 Sheet 1 of 2 Job no. 6665 -3 /2' O ° 5 =0' 6 =2" 7 - O' 7 9 // /4 =5" 4' -B" 7' /o NOTE:Al(Neosho&be lee / with minY.S "36 *sr except oTnum hanger pipe maybe used for the /' case . •Beam'Spon \Beom . Do• 7 -Column/ Do. (See Schedule/ C-4l 3 =0' max. 6 5 2 =0" max. C4IhruG6 3 = 0' G- max. C_= /4 /A" Hammer dr. not/ m cone. .,- le Log strew in wood spaced /6 ^c.c TOY, 1771/177 Column C Beam Span (See Schedule) Beam Span (See Sch•du le/ Varies (See Schedule/ TYP /CAL PLAN (CANOPY F/osbing May Os attached r freestanding Boom S /NGLE SPAN DOUBLE SPAN Beam Do. THREE OR MORE SPANS TYP /CAL ELEVAT /ONS (CANOPY) Pon el / Adjustable hongrng roil B boll and nut 0/7 6" c -c mn TYP /CAL CONK. TO EX /ST. STRUCTURE - 7 0 f 1. 6-6 4.4'bo /ts solaled fooling (Jed Schedule) 6-6 • Panel 6-6/ 2-5'e " bons ea. side - / L C /,,1.4/012 cc v/4'6 SMS. Pone/ 12e7e'S.MS. or. Orrrvels o h 74'bo /t(aa k4'a CO/umn.i __10 past/. Ll Conn. 2 -s /e Bans L8' or 3".5q. Steel Column (Novato Co /.1 Cl p / 4.12 r/#6 SMS. Pone/ 2• ' bo /ts L8 cf3' Sq. Sleet Co /. (Novoco Col) 4 - - ' A` /2. % "S.M.Sor R,rerpp6'c-c Chp 4 lan 12 "tc # 6 5.M.S., pone/ 6 12. Y'S.MS or 7A' 0/2.k'SMS. � rnel(7a 6'c -c. JerrvelPec - c s /is'S // strop - 2-W bolts F/oshrng Pone/ F .. ��I /// ". 2', K.9 L,3 " /g. w /3- Y4'bOlts I' • V to beam and 4 Star ram pin { I ,r' 9025 or two! to cant. TYP. BEAM CONK TO WALL O O Beam 6-6.5 1.8' or 3 "5o. 5,0.1 Column (Novato Co /. /.8'or 3 "Sq. Steel Col. (Novato Co /.) L4 - b Chp iJ ft0/2 "c -c /s6SM.S 0 /2,)f'SMS. orl5•rrvet CD6•c -c 4,4' Sol is 2 - Y {' Bons (Chp s-/ r /2 "t -t w / on 6 SM.S. #12x54'SM.S or :5 rrvetfar6't -t 6-65 bolt( /8" - 1 Beam 4 -& "boos Column- (See E /evolon) TYP /CAL SECT /ONS THRU BEAMS 8 COLUMNS Vones rtin r I } PLAN 2- %' bolts EL EVATION y 'boH - l " riveJn6 "c -c slocgoreo or 1Y' se/%ddri/hn stews Connector] 1.8'x 3' Sq. Steel Col.--"" (Novato Col) 18' or 3 Sq. ce ( NS/ovoc/ o Col. Ce /.) Caps /(di2 c-c w� .1 6S 3 "NavacO Co/. l 12=0" for G -6.5 /4 -0' for G-6 u 4= O' —04 3 "SI /. Col• (Novoco Coil --I -4 4• 34'bo /rs Corurarso' -;a - bo/M 2-Ye" bolts C3 ' 6-6.5 I Beam 4-Ks bolts {4 "a/ee/ plate * .75', .75' . .125" L qv //O SMS (5 /2 "c -t 6 -6 2-;'e "bolts 3'Sq. Steel Column (Novato Col / — ./25 "L w/ N/0 SMS 'c 6- 6.5 Novato Col IV bolt - Ye' nive4na 6'bc stoppered. or 14 'self- drilMng self- lop/og screws. Anchorbo /!s 40% of Honger Spatng Do 40%ol lbngrrSpo. 2 -3b - bolls 2 +b'.1)5'Slor Tomprn 04025 for roof o� S F co %up to 03.Ye%8'bo /tc I rn cons for roo area aO SF.Io 180 SF. Clip,#/@ /2' w / p'6 SMS 0 12x1* "SM q/ yerivets(Q)6 at 4 -y: bons • 10 ga st/. U Conn. Chp 0 61) 12 cC w /416 SMS Panel CORNER CONNECT /ONS Panel 2 xyi SMSor %' rivets ( 1 6 4 - Y{bo /ls 2 -Y bolls VON*, TYP /CAL PLAN (MARQUEE) - 6-6 or 6 - 6.5 4-010 SMS Hanger Spa 1.25': /.25'. rn ong. w/ 4 #'/O S.M.S. eo. leg 1 3'Novoco Col. 2- 4, /2'dowels FOOTING DETAIL 2-14' bolts • N Universal Eli End Pro /ec Iran (See Pane/ Schedule / SID V /EW Harper Pipe --- 2 bo /Is Strut Mount EtOnOOrd poly. steel steel cop /)folio so/ro steel ty/tnder w /2 .1(' cop screws Strut Pipe Come /bock bon SJ " 4 ' I p• insert 06's 4" gussets welded to bracket. 4-E4' Dolls to faxia, Waal, to pipe. H OW M E T CORPORATION Unrverso/ wall Bracket 2/4" bolts Universal Eye End 2- Y4'bolts Strut Pip Strut Mount 86 or 6 - 65 86, 6 -6.5, Ad/ hanging roil or header. TYP /CAL SECT /ON (ALUMINUM) Come/boc it 'bo// i 74% i1*" hommerdr. noil(a) /6 oc. Pone/ 2 -Ye "bops 6•6 or 6'6.5 6.6, 6 -6.5_ Ad/. hanging rail or header TYP /CAL SECT /ON 6 -6 or 6 ( E EL) 2-3a x ly' Star Tompin 0.4025 or equal Slor Tempo 04 5ror pro ettons up to 2 - it'Ihrubgns r . proptc. 6 to /0- M frsl7" hammer ddrr. noil(8)/6bc TW /N -VEE PANEL CANOPY 8 MARQUEE DETA /LS NAVACO 601 Hall Street DIVISION Dallas Texas 75226 STAN WEEKS 4, ASSOCIATES, INC. ENGINEERS 3061 N.W. 71h St. Miami, Florida Date: 7 -26 -66 Street 20{2 Job No. 6665 -3 - D 4 MAR 7 ?`" .J SKETCH OF BOUNDARY SURVEY SCALE 1 20' 1 :z'rH C.t1JW✓ 5'I✓ I(4, L) 1 /4 66- v _IP 5 /e L Foul eQ _ BEARINGS HEREON (IF ANY) ARE REFERRED TO AN ASSUMED VALUE OF FOR THE SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD ACCORDING TO THE N.F.I.P. THE SUBJECT PROPERTY FALLS WITHIN FLOOD ZONE: LEGAL DESCRIPTION LOT - 7 4 e A I1 Z D¢ Lo't' SUBDIVISION: M 4.“ ( ‘ 01J ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1.0 OF THE PUBLIC RECORDS OF LOCATION SKETCH SCALE 1”=10e) 1•l {'i 6 ( 4 1 - (1 .1 b.Df7 hh = 0 4.2 t\) q q tN 6..p,‘ h o�� ... 3 3 1 Gl.�.uo�s Au�-�oaJ , t. � (ZvGA►L) - fiit,6 1u6Up1UG-e, G41-- ipAiJc./ SURVEY CERTIFY TO : THE ATTACHED SKETCH OF BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61 G17 -6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. FOR: Lt• U I A. Alt) i o JOB NUMBER 010-7-q. DRAWN BY: F.B. NO. L\ CHECKED Br. Y• 7 2� -20 1 REVISION DATE: Z - 3 - ZOO S SURVEYOR'S NOTES: LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENT, W ANY AFFECTING THIS PROPERTY . FENCE OWNERSHIP BY VISUAL MEANS OILY (IF ANY), LEGAL OWNERSHIP NOT DETERMINED. LEGAL DESCRIPTION SUBJECT TO ANY DEDICATION, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORDS. DATE OF THE FIELD SURVEY • =ENTER LINE • =PROPERTY LINE RAY IsGHT-0E-WAY C.L.F. KHAN LAIC FENCE W.F. =WOODEN FENCE RES. 3NESLDENCE F.I.P. OUNO IRON PIPE S.R.5 ET RE -BAR C.B. =CHORD BEARING MEAS ASURED S.N&D SET NAL & DISC F.N. =FOUND NAIL ABBREVIATIONS (IF ANY CL dL.EAR ENC. =ENCROACHLAENT C.B.S. =CONCRETE BLOCK STRUCTURE CONC. CONCRETE DIAMETER D.M.E. ORARIAGE MAINTENANCE EASML S.I.P. =SE• IRON PIPE F.D.H. =FOUND DRILL HOLE A/C =AIR OONOITIONING UNIT REC. CORDED F.N.&D SOUND NAIL & DISC F.C.N. POUND CUT NAL APPLIED) U.E. =UTuTY EASEMENT W.M.E. =WILL MWLS6 WIAGE EA$JT. It .10NUMEHT UNE PROP. COR PROPERTY CORNER F.H. =FIRE HYDRANT EASMT. €ASEMENT F.R.B. FOUND RE-BAR S.D.H. - = SET GRILL HOLE CALC. �:ALCUUITED F.S. SOUND SPIKE RAD RADIAL F. =FOUND (TYPI=TYPIcAL BLOCK 7 2 AT PAGE ,7 COUNTY, FLORIDA. E. BELTRAN & ASSOCIATES, INC. 12533 S.W. 30th STREET MIAMI, FLORIDA 33175 PHONE: (305) 552 -7450 CERTIFICATE OF AUTHORIZATION NUMBER LB 5233 _0, V r ERNESTO BELT PROFESSIONAL S R 8 MAPPER NO. 4$$5 STATE OF FLORI DATE: 2 - O 2 NOTE: THIS IS NOT A VALID SURVEY WITHOUT THE ORIGINAL RAISED SEAL AND SIGNATURE OF A FLORIDA LICENSED SURVEYOR AND MAPPER.