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WINDOW PERMITPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6 /9 1 Job Address 70 NF 101 Street, Miami Shores, Lot 4 & E of 11/2 Legal Description of Block 10 Owner / 1mmiam Jeffery Salter Owner's Address 70 NE 101. Street, Miami, Shores FL 33138 Contracting Co.W & D maintenance Inc. Qualifier Robert Shor SS# State 0i Municipal # Competency Architect /Engineer Address Bonding Company ,Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Remove and replace existing win dnw�� with nPw nnpq b (� ti �f *.._ Remove and replace sliding glass door 212c � Square Ft. Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co truction and zon g thermore, I authorize the abo e- a contractor to do the work stated. br Notary as to .Owner- - nd br C Q r1d p es My Cominissi t ��C . TATE oF 26. . 94 " �IO1V'EXP SEPT.6.'`�94 BONDED THRU,GENERAL INS. 014u, ** *' * * : * * * * * * * * * * . * * ** FEES:' PERMIT c2 2,5Z .ADON C.C.F. /-. NOTARY TOTAL DUE APPROVED: Fire Zoning uildin Mechanical Miami Shore ax Folio 11- 3206 -013 -1340 of Lot 5 Address 290 NF. 79 Street, Miami, 71 33138 Phone 305 - 751 45 # 18915 11,/ v Ins .Co. \Tincam. Signature of Contractor or Owner- Builder Date: Not ai`y as to Cont actor or Owner- Builder My Commi s s i di9TaCpflffib : STATE OF FLORIDA MY COMMISSION EXP SEPT:26,1994 BONDED THRU GENERAL INS. UNDO Master Permit 403',Kk Phone 305- 757 11.98 2 ,'4 0 0.00 Other Electrical Plumbing Engineering r Street and Number where work is to be done Permit No Disapproved (Signed) ___: - Member Member Council Approved turt MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date Owner's Name and Address._ _ No 7/ Registered Architect and /or Engineer Name and address of licensed contractor__ Location and legal description of lot to be built on: Lot Block Subdivision 70 / ®r 1 'T State work to be done and purpose of building (by floors) New Building . Remodeling Addition Repairs ` No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building _ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to---- ... - - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Sup eleent, and has complied with the provisions thereof, and will require similar compliance froi. contractors or sub - contractors employe d m by him in the work to be performed under this permit; and will post or cause to be posted .r insp ction on the site of - ork such public notice or notices as are required by the Act. The undersigned agrees to employ only suc sub .. actors, on work o . per., -d under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared (Signed) and who, being by me first duly sworn, upon oath deposes and says that he is the_ _ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by ate Z ?'.. Read, Sworn to and Subscribed before me. ate PLAN !" BOARD_. ____. . . DATE Chainnani Notary Public, State of Florida Member Member Member _Date Disapproved d Z6 19J� - .._/ tr 1.0/ N an for no other purpose. - - to me well known, Building , • - Commission Expires_ ........... .. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 0 72" r ,VO , o) 0 • 0 0 0• 4 wiRE m FeAACE,, 576( s to. pi 4032 05 " food 1... 7 ad 5/44 b N PROPERTY OF: /DO / 9S �4 srgAc.7• ,c 0 ,4v ro so • 0 0 3'G4 'c. U wake *di /6a /,.ad• ROT VALID vninoUr 111E IIIONAIIME Alrp Oil onIOMA(. RAISED SEA(. or rlonIO■ LICENSED SURVIVOR ANO MArrtn Lo c.Q7),,• 1 yq P a / 0 / sr ..sr J i , / 1• U) / 9 /O / s S7' 2 AA 0 21 2c 2d / • . ;• • • • • • e::3/2C. SGIJer� 2 ' '7fl- f'OF2GA) 23,3 3 o5v ONE 0 0 /4.6 •0 m 6► pl 0 ,s. 355 • Llp_0_U.Np/_1RY.. sumVEy 1 hereby certify Mel the survey repreeenle,l hereon meele the minhiunn Iethnlr.al elenderde set Iorlh by Iho hn.rd or Um, Surv.ynre In chapter Shn /.1 rlmld. Adrnlnhlnitve Cod. punI,,nl In Ser.IInn 4i PAN rte. Slehdee. There ere ,,n eorrntrh n enls. Ov.rbp,, ee..menls epp.rring nn the Pal, Minn Ilion as shown Nunn rt. rnor, etenve AI NI Iw ren 140. YTS? V 23 o"cuP- • GI 11E1.0 DAIS /l /3 CF., ti / //O 10) Susan M., 70 N.E. 101st Street, ,C ii g /, c:? /A cc- This property described as: Lot 4 and the East 1/2 of of Lot 5, Block 10 AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Miami -Dade County, Florida. LANNES AND GARCIA, INC. L.U. 1/2000 Surveyors- Mappers•Lancl Pl iiinnrs I1Efl ,F SMCTl1, c' SM 15230 OIIIcn Address: 359 Alcapnr Ave, Coln, G bins, rl. 33134 (305) 668-7909 (954) 523-0653 SCALE ( 2d I'aun 1 01 2 Miami Shores, Florida OnAWr1 DT ITG DRAWING 110 153397 `33138 THIS SPACE FOR ELEVATION SKETCH In alterations to existing work show the old work in red ink and the new in black ink Letter each stack to correspond with the opening shown in floor plan or ground plan on opposite page. 6-.or 4-41 0,1,'Z # ® 4 _ .. A PERSPECTIVE SKETCH WILL BE SUFFICIENT THIS SPACE FOR PLAN SKETCH PROVIDED THE WORK CAN BE CLEARLY SHOWN Show location of stacks and horizontal drains inside building, lettering each opening to correspond with the stock con- nections as shown on the elevation sketch on opposite page. Where ground work is concealed, draw floor plan of build- ing showing location of walls, partitions, columns, etc., and the location of all horizontal soil and waste pipes, in ref- erence to same. CLOSETS BATH TUBS SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES 3 1 1 2 1 8 F N W Sketch position of building and lot lines in square (which represents an entire city block) , showing on which street the building and lot faces; also show exact locations of "Y" in street and position of lateral or septic tank. Show sewer and any change in direction same may make. The purpose of this plan is to have an accurate layout of all underground pipes for future references. W EST NORTH A SOUTH EAST Remarks: NORTH SOUTH A -244 5M 9 -90 I herewith submit the following plan of plumbing for approval: Employing Plumber For Miami Shores Village New Dwelling [l City Plumbing Company Store ❑ Owner or Agent Daniel J. Crane Builder or Contractor is Address Sewer Connections 5 Self Date 7 70 N.E. 101, At center of St. ❑ At curb ❑ ROUGH -IN INSPECTION Ground Rough -In Rain Leader AM P M. Approved by Condemned by REMARKS -3 9, Plan No. / Sewer Permit No DIVISION OF PLUMBING INSPECTION DEPARTMENT OF PUBLIC SERVICE FLORIDA Old ❑ Story m c 6 i t, 6 Work executed by Garage ❑ Apartment ❑ Address Address Lot No. 4 & El of Block No. 10 Subdivision Miami Shores At property line ❑ Existing in alley ❑ Existing bldg. sewer ❑ To septic tank C$ Existing bldg. drain ❑ To dry well ❑ A charge of $1.00 will be made for correcting any inaccuracies in the foregoing information. DO NOT WRITE IN SPACE BELOW. THIS IS FOR THE USE OF THE DIVISION OF PLUMBING INSPECTION ONLY. Date MY _.SEWER INSPECTIION AM PM Approved by ` r4/(4'/ - e `' ✓ ` Condemned by REMARKS September 20, 1939 , 19 Hild Addition ❑ Remodeled ❑ Hotel ❑ Office Bldg. ❑ Date FINAL INSPECTION A M P M. Approved by Condemned by REMARKS •1 a 0 y c U VT 0 I • .r D 0, 1 it ro srs ct 1.843" 1.219" :312" 0 0 O 1.105" 1.105 " 646" t t 640' O TOP & BOTTOM RAIL O JAMB O CENTER MUWON SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE ANO GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98, A DIRECTIONALITY FACTOR OF Kd = 0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC ANO 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL•MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE ALED BY A LICENSED OR DOCUMENTS REGISTERED TECT, WHICH DATED D AIL AND JUSTIFY THE DEVIATION. B) REQUIRE. THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. T1-115 SHUTTER SYSTEM HAS A MAXIMUM PERFORMANCE RATING OF: CLOSED POSITION: POSITIVE DESIGN LOAD 4-68.0 PSF NEGATIVE DESIGN LOAD -92.0 PSF 10. PRODUCTAIs,R Bit 411IN. OF ONE PER SHUTTER AND SHALL BE LABELED AS F0��0VI: • • • • • • • Ia*RS1 • AWNING CO., INC. •• ••• • ••• ••• • • MIAMI, FLORIDA MIAMI -DADS COUNTY PRODUCT CONTROL APPROVED 11. ALL EXTFUSIQNS SHALL 13E 606 - T6 ALLOY. U.O.N 12. ALL SCREEW4. BOLT3 M' WASI$€RRS 40►BE 2024 -T4 ALUMINUM ALLOY STAINLESS STEETELS. ��j11 BE 3�/.1 'aIAMEZGR 5062 -T6 ALUMINUM ALLOY TRENGYH. ALL POP 13. THIS SHUTTER SHALL BE PROVIDED WITH A PERMANENT LABEL INSTRUCTING THE OWNER OR TENANT TO CLOSE AND FASTEN THE SHUTTER TO THE WALL DURING PERIODS OF•TIP1E TNA•T AR+@OESIGNATED BY THE US WEATHER BUREAU AS BEING 14. A HURRICANE I/ARI/141,0R 6LEc T. • • • • • • • • • • • •• •• • • • •• .• .•• • • • ••• • • (_STEEL PIPE INSERT >- 1-- X Q X t- c .375' M ® LOUVER SLAT SCALE : HALF SIZE 3.000" O $ 'TIE DOWN PLATE SCALE : HALF SIZE UNLIMITED (ADD CENTER MULLIONS .375" tr125" ZS"0 HOLE (TYP) HOLES FOR W000 LAG SCREWS (2 ONLY) BOTT M RAIL8 3.07 CENTER MU ION® W/ INSERT 6 TYPICAL ELEVATION (SINGLE UNIT) SCALE : 3/8" = 1" -0 " � - t O LOUVER STRIP © STEEL PIPE INSERT TIE DOWN SCALE : HALF SIZE SCALE : HALF SIZE .. SCALE : HALF SIZE .195 "0 (TYP) O MALE HINGE - 9 SCALE : HALF SIZE 1, 1.128" .080 .859 "0 .520 "0 :156" R 426" ®TYP. CENTER MULLION 28" MAX. I W/ INSERT® ASTM A53 TYPES GRADE B 1/21 STD (SCHED 40) .062 5/16".4 HOLES .2 " 0 HOLE ( a CAMEL BACK HINGE SCALE : HALF SIZE UNLIMITED (ADD ADDITIONAL 44 -114" UNITS AS REQ'D.) 44 -1/4" MAX. l TIE OOWN07 OVER 2 SIDE RAILS C) 0 TYPICAL ELEVATION (MULTIPLE UNITS) SCALE : 3/8" =1-0" TOP RAIL AND RING SHUTTER (TYP) 0 0 0 4. HOT T� M By RAIL Misiui 1.291" .085- - (TYP) .375 "0 r -� :° �O .281 "R .336" i .028" ( Y "+0218" 1.375" O FEMALE HINGE SCALE : HALF SIZE 1.750" .500 "0 .38" PRODUCT REVISED t-�� ��ri A Na 0 5- tt Coetrd T N OT E D, V ]. Knezevichl Professional neer Fl. license - 10983 20061 (ate 06/28/20051 a..mW MCR VIK or i°4 05 -34 i .(0 v CI 0 E co 0. N co 0 0 0 a 0 .050" ALUM. SHEETING OR 3/16" LEXAN BACKIIUG, TYP. © E S TION 1 & 2 OR EXISTING STRUCTURE OR 1/2" GLASS /DOOR EXISTING STRUCTURE EXISTING W000 FRAMING 10 CONT. 1/4 "0 LAG SCREW WITH 1 -5/8" EMB. @ 8" O.C. INTO WOOD (G= 0.55) 0 CONT. . •. •. • • • .• •• •.• • • • •• • • CONT. FASTENER, SEE ANCHOR SCHEDULE 0 CONT. EXISTING 3/16 "0 POP RIVETS OR STRUCTURE #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT 6" O.C. FRONT NO BACK, TYP. GLASS /DOOR 3/16 "0 POP RIVETS OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT 6" O.C. FRONT AND BACK, TYP. ®80 [ TWO 1/4 -20 STUD W/ NUT AT EACH PLATE TEFER ANCE ANCHOR SCHEDULE @ 28" O.C. W/ 4 ANCHORS FOR MIN. EMBEDMENT DEPTH AND MIN. EDGE DISTANCE. WALL MOUNT SECTION SCALE : 3" = 1' -0" 050" ALUM. SHEETING OR 3/16" LEXAN B CKI G, TYP. SEESECTION 1 & 01 OR C1 & 2 1/4 "0 POWERS TAPPER CONC. SCREW @ 8" O.C. .050" ALUM. SHEETING OR 3/16" LEXAN B CKI G, TYP. SEES CO jT OR & OR 0 3/8 "0 POWERS -BOLT W/ 2" MIN. EMBED. IN 2000 P.S.I. CONCRETE OR GROUT FILLED ••� �••�� • • OCI FOR W000 APPLICATIONS 1;J°'>,;l • • : CONE 1/4 "0 W000 LAG SCRE • d4/ 1.5/8" PENETRATION INTO • 1gOpp•FRAMING. todkiftlk.ts OR 2 -1/2" MIN. r 4 1r O r4/5152 LE LEG C O50" ALUM. SHEETING 3/16" LEXAN B CKI G, TYP. SEES 2 O OR F1& OR ALT. DIRECTION OF ANG & BRAC KET EXISTING STRUCTURE 1/4 -20 x 1 -1/2" BOLT & NUT OR WINGNUT 1/4 -20 BOLT & NUT EXISTING STRUCTURE 1 -1/4 MIN. 't EXISTING AW KAM rflI .r rt tnt a 7t6" •• • TWO 1/4" -20 STUD W/ NUT AT EACH PLATE e. • C� 2814. 4/t 4 ANC41OR3 it PLACE BELOW BOTTOM FRAM • •i2GF6RAN{E.A11GHOR S*GHiEdUI:E OR ADDADDITIONAL WALL PLATE EXISTING • ,•F013T11N.F,�tB�Q M�ENT_O Pt� AND FASTEN TO 1/4 -20 STUD W000 FRAMING AN MIN. EEDDGETJISTANC WITH NUT O WALL MOUNT SECTION SCALE : 3" = t:-t": : : : •:• • SEE NOTE 9 • • • ••• • • • • * SEE NOTE 9 CONT. 1/2" 90 CONT. O1 (TYP. TOP & BOTTOM) O O TYPICAL OPEN POSITION SCALE : 3" = 1' -0" FASTENER, SEE ,- , SCHEDULE 2" x 2" x .125" 1/2" CONT. ALUM. TUBE @ CONT. �— 90 CONT. EXISTING STRUCTURE 1/4 -20 MACHINE BOLT W/ NUT @ 16" O.C. 1/2" 1" x 2" x .093" CONT. ALUM. ANGLE 2" x 2" x .125" CONT. ALUM. ANGLE TWO 1/4 -20 STUD W/ NUT AT EACH PLATE -- (8� @ 28" O.C. W/ 4 ANCHORS RREFERANCE ANCHOR SCHEDULE BUILD OUT SECTION FOR MIN. EMBEDMENT DEPTH AND MIN. EDGE DISTANCE. SCALE : 3" = 1' -0" 1/4 -20 ALUM. BOLT & NUT 0 V" �At UMINUM PIPE THK. \.875" O.D. x .062" THK ALUMINUM PIPE ALUM. PIPE ASSEMBLY t 24" O.C. MAX. SPACING AND EACH JAMB ALT. DIRECTION OF ANGLE LEG AND BRACKET /8 GLASS /DOOR .050" ALUM. SHEETING OR 3/16" LEXAN BACKIItG. TYP. © E S �C R 1) ® OR 1& 2OR 1 EXISTING STRUCTURE ALT. DIRECTION OF ✓- ANGLE LEG • - 7/8" 1/4 -20 MACHINE BOLT ' — � W /NUT @16 "O.C. br,54) TOP BOTTOM) in 1/2" 7/8 - �2 -1/4" y 0 CONT CONT. . MN poi O O BUILD OUT SECTION SCALE : 3" = 1' -0" 2 -1/2" MIN. 1" x 2" x .093" CONT. ALUM. ANGLE 2" x 5" x .125" (TYP. TOP & BOTTOM) CONT. ALUM. ANGLE (TYP. TOP & BOTTOM) TWO 1/4 -20 STUD W/ NUT AT EACH PLATE {8� (REFERANCE ANCHOR SCHEDULE @ 28" O.C. W/ 4 ANCHORS FOR MIN. EMBEDMENT DEPTH AND MIN. EDGE DISTANCE. W cc V 2 0 0 O O y ANCHOR TYPE ANCHOR SCHEDULE 1/40 POWERS PERMA STEEL TAPPER WITH 1 -1/4" 8" MINIMUM EMBEDMENT AND 3" MINIMUM EDGE DISTANCE 1/40 ELCO MALE /FEMALE 8" " PANELMATE" WITH 1 -1/4" MINIMUM EMBEDMENT AND 3" MINIMUM EDGE DISTANCE 1/40 POWERS PERMA STEEL TAPPER WITH 1 -1/4" MINIMUM EMBEDMENT AND 3" MINIMUM EDGE DISTANCE (MINIMUM OCRETE)P.S.I. 1/40 ELCO MALE /FEMALE "PANELMATE" WITH 1 -3/4" MINIMUM EMBEDMENT AND 3" MINIMUM EDGE DISTANCE (MINI • • 1/40 ELCO MALE /FEMALE "•PANELMATE" WITH 1 -1/4" MINIMUM EMBEDMENT AND 3" MINIMUM EDGE DISTANCE 1/4 "0 WOOD LAG SCREW W/ 1 -5/8" MIN. EMBED. AND 3/4" MIN. EDGE DISTANCE FASTENER ® ASF 8" 8" 8" 8" FASTENER SPANS P R .01 8 8" 8" 8 " 8" 8" NO. OF FASTA A B QOt F TI 4 4 4 4 4 4 1/2" PRODUCE REVISED as :vg•.Licg with the Florida C .\ih T=14 o5 -O _:::... • o Z_JZ Sy Aila .i Ds: rE4Z44 COMITO) L!e•:i €ea • 6 c 0 V E 0 c 0 0 1- •0 0 0 N 0 c 0 . 0 0 0 • L it V J. Knezevich Professional Engineer FL ISCenx No.: 0%3 0 c sooum1 aennn r. 00 dote tx" AS NOTED �VJK J 6 06/28/2005 l MCRR 1 VIK L *awing no. 05 -344 rr hocf 7 ..F E 0. CNI 0 0 • 1 i n 0 0 0 t as NLUI"1. JtiL 1 IE4U (3003 -Hu) W/ 3/16 "0 POP RIVET OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT @ 6" O.C. ALL SIDES TIE DOWN "T® ALUMINUM BACKING TYPICAL SECTION SCALE : 3" = 1' -0" 3/16" LEXAN W/ 3/16 "0 ALUM. POP RIVETS OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT @ 6" O.C. ALL SIDES TIE DOWN 7® #10 x1/2" SCREW W// 10 -24 THREAD JACKNUT @ 6" O.C. • • • •• • •• • • • • • • ••• • • • ••• • LEXAN BACKING TYPICAL SECTION SCALE : 3" = 1' -0" • • • • • ••• •• • • • •• SCALE : 3" = 1' -0" ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • . • • • - . . • 3/16 "O OP RIVET OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT @ 6" O.C. #10 0 x1/2" POP RIVET OR 10 -24 THREAD JACKNUT FRONT E. BACK • • • • • • • • • • • • • • • • • • • • • • • W1;I 'TWO.1P3 • Zi TO TOM BUTTOMRAlt CONNECTION 0.050" ALUM. SHEETING (3003 -H14) W/ 3/16 "0 POP RIVET OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT @ 6" O.C. ALL SIDES CENTER MULLION 3® W/ INSERT® 3/16"0 POP RIVET OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT @ 6" O.C. 3/16" LEXAN W/ 3/16 "0 ALUM. POP RIVETS OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT @ 6" O.C. ALL SIDES CENTER MULLION W/ INSERT ALUMINUM BACKING TYPICAL SECTION SCALE : 3" = 1' -0" #10 x1/2" SCREW W 10 -?�4 THREAD JACKNUT (al 6' O.C. /-° LEXAN BACKING TYPICAL SECTION SCALE : 3" = 1`. -0" #10 x /2 POP CREW W/ 10 -24 THREAD JACKNUT @ 6" O.C. 3/16 "0 POP RIVET OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT FRONT d. BACK TYPICAL. CENTER MUWON TO TOP & BOTTOM RAIL CONNECTION SCALE : 3" = 1' -0" 3/16 "0 POP RIVET OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT @I 6" O.C. 3/16 "0 POP RIVET OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT FRONT E. BACK SI WIM L N Y 3/16 "0 POP RIVET OR #10 x 1/2" SCREW W/ 10 -24 THREAD JACKNUT @ 6" 0.C. lJ Q ALUMINUM BACKING TYPICAL SECTION SCALE : 3" = 1' -0" LEXAN BACKING TYPICAL SECTION SCALE : 3" = 1' -0" TYPICAL JAMB TO TOP & BOTTOM RAIL CONNECTION SCALE : 3" = 1' -0" ALUMINUM PIPE ASSEMBLY 1/4 " -20 x 1/2" BOLT W/ 1/4"O JACKNUT ALUMINUM PIPE ASSEMBLY 1/4 " -20 x 1/2" BOLT W/ 1/4 "0 JACKNUT 2 - #8 SMS (INTERNALLY) PRODUCT REVISED the Na 0 Exris.Iti i Dete° Miami Iizz `„t> d Guard Dmsicn iscaloe 1 AS .NOTED 6, vIK c ❑. 0 0 To E 0 r c 0 0 .c f- '0 O O 0 Q. 0 0 VJ. Knezevich 1 Proknional R. License t . 10983 • ra 8 z 0 0 v 0 0 6 06/28/20051 ( &awing no. 1 i c r1 dri MCR, (da.d by VIK