Loading...
BUILDING (2)r OWNER'S NAME . r".1./1".i ;41,„„; JOB ADDRESS I `O / MUNICIPALITY 'A, PLOT PLAN FRONT LOT NO. BLOCK NO SUBDIVISION /4 Avg, AWNING SALES, INC. P. 0. BOX 595, HIALEAH, FLA. 33011 701 WEST 25th ST., HIALEAH, FLA. 33010 PATIO POST 8 ANCHORAGE SCHEDULE pY PE DESCR /PT /ON MAX. SPA ANCHORAGE"' ANCHORAGE B0TT. A lit "sir x.083 "!k. steel tubing g'-o Camel bock Type4' Come/bock Type "A" Use 3-74" bolls or di rivets to beam of gutter and 1- 3 / bon fhru coLAdd 2- #1OSM.S. /o cot. and beam. Use 3 -%4 "x 2%" thunderbolts to conc. and /- 3 /8" bo // to co/. Aqd 2- # /0S.MS.to co /umn. 0 //a ° St Std. Pipe B � O" El / %''sq• x .062 "Jk. Aluminum 7=0" ® !4 "00.x.065 "Ik, Aluminum t_.6" 0 / "sq. x ./25 "Ik. A /um. Decor. B _ O ., Come / bock T 8" Come / bock Type "B" Use•2 -'4 bollsordi to beam or gutter and I413"bo /t /hiuco/.eo.come/ bock. Use 2- %4 " bolts or dr. rive /s to beam Or gutter and / - bolt /hruco /. eo. come/ bock. Pr "x /1* ":r .062,k. Alum. Decor. 8 ._ B 0" � rfr x/ " sq.x O62 Jk. Alum. Decor. e-0" 1_d S./tS spa. /2'o.c FASC /A .312'R 3.7/9" HEADER Vo See roof pan schd. 1 6594" ' c594' 450E' ROOF PANEL .407" Drill .345 CAMEL BACK TYPE "A' ROOF COMPONENTS .CbO" .345 "Dn /1 'TYPE '8° ,407 Oril/ PANEL BLOCK /N Gutter 'orig./2"/g. X12" 2.25" unaP "- 2"x3x /B "box 3 -Y4 "x 2*" thunderbolt to conc. SEC TION "8-8" Co /umn (See Schd.) /8 "lhre bo/ (See cot Sch •f Roo/ Pone( 040' Do. Roof Pone/ Schedu /e 6 = /0" Er0'Overhang 9-9" /0=6" Varies TYPICAL PLAN TYP. CONN. TO MASONRY /4 "dr.noi/ spa. /2 "c-c ■ 8 o R a. h N P A 7 m m SCREEN ROOM 2#8 SMS eo. pone/ f? Use for Po/down Type Polio on /y. %4z Fix lop SIDE V /Etc >Dr ' fts/opa SIDE V /EC✓ Header A 2. Thunder- bolts a17 /8" c-c /12 "min. fasts nchor clip /.4 min. Log /' new mem. to o/d /' �G'x 2 - / s to fascia mem./ -/4 v 5 "fogs into spa. /6 c c eo. rafter or truss. TYP. CONN. TO EXIST. FASC /A Co /umn (See schd.ond sections) ISOLATED FOOTINGS Fo /down Patio. G Decor. Column-- NOTE: Camel bock A "or 6 " troy beused. (See co /. schd.) 2-178 SMS 1Dex / "S.MS. /2" c -c Panel bo/ (See co/ Schd.) Come/ b Type. "8 /75 "x / %2 "x with 2 /B "b 3 -%4 "x 21 " bolls to cone SECTION "A -A" 08x0 "5MS(& 16 "c -c Pone/ 8 2- 8se/Qtoping screws Iee o.pon. posher 4 CztdPee pee Gutter Spa. thunderbolts 18" at between 1x2 Pone/ Column SECTION "C-C" Pane/ 74 ° Thru bolte ea. leg. 16 cc 2-2x • 2a % ang.ea.srde Add In2 /or co/. spo• eaceeding 4 =0. 2 "x 2 "x Ye "eo.srde with 2 -74' bolts 2-74": 2*"thunderboh to conc. eo.srde SECT /ON "D-D" 21D2 Add 419s 02 spo. /6 (Lc bet. Co /bran F erzsce ) 28 go. sleet 24go. s/ee/ 2 00' 22 200 2x2 Snap 2.00' 302 ° 2.0028° 0 SCREEN COMPONENTS /0=4" Alum. pone /s shot / be o /toy 5005.1134. lee/ pone /s shot/ hove min. XS= 33,000 psi. DESIGN CRITERIA: Designed in occordonce with the Dode County Po/icy for P /on/ Produced Rigid Awnings, Canopies and Canopy Shutters doted don I, /96/. Live load =30psf, Wind food= 30ps/ Test load= 60psf with 80% min. recovery. NOTES: /)Unless designo/ed otherwise o /uminum sheet shot/ be alloy 3043 -H /4 and extrusions shall be 6063 -T5. 214/1 screws and bolls shall be stainless steel, hot dipped galvanized steel or Aluminum Alloy 2024 51/3 4" conc. slob /61 6" - /0 /10 Wire mesh.ond 8i8" turned down //g. moy be used in place ofrsobted figs. Conc. sho // be 2,000psr oI 28 doys min- strength. 4)Polro mop be lo/clown sliuc/ure. Fo /down structures shall not exceed o projection of 10=0" and when folded stool/ he anchored at ea. aide foscio and gutter, with /g "x Wit Jla"ong. spaced 5:0"c Ang /e shall ha attached with 2- d' /OSMS.lo patio and /- P "s/or s/uggin to masonry. 5)S /eel panels nmy bowed in all areas except in Metro 000 Cocrnq. c /S PAT /O AND SCREEN ROOM. PRii-TECTou AWNING SHUTTER CO. 70/ West 25 St. Hialeah, Florida STAN WEEKS 8 ASSOC.,INC. (NG /VEERS Ahem Florida 9/22/64 Job no.4364-E OWNER'S NAME JOB ADDRESS MUNICIPALITY rPOTECtiJ PLOT PLAN FRONT 75 v AWNING SALES, INC. P. 0. BOX 595, HIALEAH, FLA. 33011 701 WEST 25th ST., HIALEAH, FLA. 33010 LOT NO. BLOCK NO SUBDIVISION r r. Cam - (14 (9i- .( ra�� PAT / 0 POST Q ANCHORAGE SCHEDULE TYPE, DESCR /PT /ON SPA. ANCHORAGE TOP ANCHORAGEBOTT. /!f "sq: x .0837*. steel tubing B =0" Come/ bock Type A" .Camel bock TypeA" Use 3-74" bolls or do rivets to beam or golfer and / 3 /g" boll /hru col Add 2 - #/0 SM.S./oco/. and beam. Use 3 - %4 "x 2% " thunderbolts to conc. and /- 3 /n" boll to col. Aqd 2 - #/0 S.M.S. to column. 0 /'/4 ° Std. Pipe 8.."0" /%P sq•x.062 "tk. Aluminum 7-O ® / f "00. x.065 " /k. Aluminum 7L 6" / "sq. x./25 "/k. A /um. Decor. e _ O ., Come / bock T B" Come / bock T Use•2 -'/, bolts ordr rivets to beam or 9u / end / - ;g " w att /hru co/. eo.come/ bock. Use 2 - %4 "bo //sox dr rivets to beam or b oiler one 3. " watt /nru col. /. e o. come/ bock. r x lit "x.062 Alum. Decor. e- 0" 14"/ q. sox 062'ik. Alum. Decor. 8 462" .0.40" GLITTER SplS. spa. /2 "o•c .062" Typ_ FASCIA .312 "R 3.719" HEADER 1_15944 /.594' /. L594" 43067 ROOF PANEL .407" Or,// .345 Dr,// CAMEL BACK TYPE "A" ROOF COMPONENTS .345 Type "8' ,407 PANEL BLOCK /NG SC REEN COMPONENTS Rte/ Pone/ O24 A/ummrim 040'" Do. 2.00° ddOaeth o 7 . 0 ". 6 = /0" Varie TYP /CAL PLAN TYP CONN. TO MASONRY P A r / o %4 "dr.no,/ spo. /2 c-c m ■ SCREEN ROOM 2 #8 SMS.ea pone/ 2 Use for Fo /down Type Patio on /y. S /DE 11/EC' SIDE V/ECJ Header � s Pone/ — t ti Log /" new nem. /o o/d l• men./?-r4" r 5 "togs into eo. roller or truss. TYP. CONN. TO EX /ST. FASCIA .k 2" /0h5 /0 fascia spo. /6" c-c /'/2 "min. /osc,o nchor clip 1.4 "min. Co /umn --. (See schd -and sections) Gutter Decor. Co /umn NOTE: Come/ bock ° 4 "or 6 "moybeused. (See co /. schd.) pen Guile 1yex'z "s.has. a /2" c-c Pone/ 3 bolt co/ Schd Come/ bock Type "B" / 72 "x IY2 "x %B "ong. with 2 /B"bo /Is. 3 -V4 "5 2 "thunoer - bo //s to conc. SECTION ';4 -A" #8x0%5.1;450)/6" c-c Pane/ 8/ Spa. thunderbolts 18 "ac between 1x2 G toping moon/ Pone/ SECT /ON "C -C" Column 3 "4"x thunderbolt Pone/ 74 " Thru bo /t(& eo. leg /J / " c -c 4ts ! m "{ - 2- 2n 2u78 ong.eos,de Add 1x2 for col. spa. exceoding 4 -0. 2 x 2°x /e ° eo.s,do with 2 -%4 bolts 2- 74"x 2 72 "Ihunderbo /I 10 conc.eo.s,de 2"x3x /3 box Come/ bock Type A Come/ bock ---,, Type "A" (MI6' 2 "oc S. SECT ION "D-O" 3 /4 "dr.r,vets ea. co /. . /hru boll (See coiSchdl 0— Column (See Schd.l /( 18 "1/vu bo/ See co /. Sch •/j 202 Add 4/9:11* SJ!!S spo. /6 ac between. Column 28 go. sleet 24go. steel /0=4' Atum. panels shoe be alloy 5005 tee/ panels shal /hove min. YS= 33,000 psi. DESIGN CR /TER /A: Designed in accordance with the Dade Coun/yPo /icy for Pion, Produced Rigid Awnings, Canopies and Conopy Shutters doted Jon I, /96/. Live /ood.30ps /, Wind load. 30 psi Test load. 60psf with 80% min. recovery. NOTES: / /Unless designated otherwise aluminum sheet shoe be alloy 3003 -H /4 and extrusions shoe/ be 6063 -T5. 2141/ screws and bolts shall be stainless steel, hot dipped galvanized steel or Aluminum Alloy 2024 3 ) A 4" conc. slab /6 a 6 = 10 /0 wire mesh.ond 8 18" turned down / /g. may be used in placers/flowed /Igs. Conc. shall be 2,000ps, of 20 days min. strength. 41Po/io maybe fo/dosn structure. Fo /down struchves shall not exceed a projection of 10 and whoa folded sio// Co anchored of ea rude fascia and gutter, with /f. x WI: Wang. spaced 5=0"c-c. Ang /e shot / b3 ottochod with 2 -d /0 3 M.S.10 pa/ro and 1- 7.0 "slor s/uggin to masonry. 51 Steel panels ,sey be used in all areas except in Molro 00077 Cormtti. PATIO AND SCREEN ROOM. pa0 ©TECT AWNING' SHUTTER CO. 70/ West 25 51. Hialeah Florida STAN WEEKS 8 ASSOC.. /NC. ENGINEERS h1101721 9/22/64 florid(' Job no.4364 -E BUILDING MIAMI SHORES VILLAGE, FLORI PLUMBING ELECTRICAL ❑ PERMIT N° 9424 ROOFING ❑ 0 Owner of Building Architect Contractor or Builder Legal Lat Description Bl Address of Building CONTRACTOR or BUILDER Work to be performed under this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed:--, (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. pia A Date Contractor's License No. BY AUTHORITY "363r Subdi- vision Sq. Ft. Value of 11 Amount of Project $ I I Permit $