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1119 NE 99 StMIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date -A ` Time Tye Insp'n /- Permit No. ? 3 9 h Name Address Company For Inspector: Approved Correction Re-Insp'n Fee ❑ ❑ Type Insp'n fi „ �/ Permit No. ys 57 Name Address Company For Inspector: •30 ^0( Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 0 / T }me a e & Date 170( MAXIMUM DESIGN LOAD W (P.s.l.) FACTOR LIAXIL [PJ ANCHORS SPACING FUR E. O. - 3 1/T .. RIAL Cx -IN APPLICABLE TO SYCT10/JS / 7 ANY Gbll8N1t1NN OF Wu AE TH P.INEL LEM1CTN 'L' (K.) .86 TAPCONS RANI ZAJJ -4C NNLO'r 2 1 /2' RAN?. CALK -N .50 cF TAP -GRIP 2 PAN£1JUArrs TO CONCRETE TO A/ASONRY TO CONCRETE TO A/ ISONRY ro CONCRETE TO MASONRY TO CONCRETE TO mASONRY TO CONCRETE TO MASONRY +65.0, —77.0 6 N/A 3' N/A 6" N/A 3 1 /2 N/A 2 1/2 N/A 1 (TOP) - 9' -0' OR LESS 12" T I1' 8" 12" 10' 12" 6 1/2' 9 1 /2" 9 1/2 1 (BOTTOM) 12 N/A 11" N/A 12 N/A 12 N/A 9 1/2' 1�l/A 2 (TOP) 12 7" 11" 8" 12" 10 12 6 1/2' 9 1/2" 9 1/2" 2 (BOTTOM) 12 N/A 11" N/A 12' N/A 12 N/A 9 1/2" N/A 3 (TOP) 12 7" 11' 8 12 10 12" 6 1/1 9 , /2" 9 1 /2" .3 (soTTOM) 12" N/A 11' N/A 12 N/A 12 N/A 9 1 /2 N/A 4 (TOP) 12" 7" 11" 8" 12' 10" 12 6 1/2" 9 1/2 9 1/2' 4 (BOTTOM) 12 N/A 11 N/A 12 N/A 12 N/A 9 1/2' N/A 5 (TOP) 12 5 1 /2' 9 1/2' 6 1/2' 12" B' 10" 5" 7 1/2 7 1/2' 5 (BOTTOM) 9 1/2 N/A 6 1/2 N/A 10' N/A r N/A 5 N/A 6 (TOP /BOTTOA!) 8 1/2 N/A 5 1/2" N/A 8 1/2 no 6" N/A 4 1/2 N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A 12 6' 12 6 6 6" 8 (TOP /BOTTOM) +62.0, —73.3 6' N/A 6' N/A 6 N/A 6 N/A 6' N/A 2 (TOP) 9' -0' TO 10' -0 6" 6' 6" 6' 6" 6 6" 6 6" 6" 2 (BOTTON) 6' N/A 6 N/A 6 N/A 6" N/A 5' N/A 6 (TOP /BOTTOM) 6 N/A 5 N/A 6 N/A 5 1/2 N/A 4' N/A 7 (TOP /BOTTOM) N/A N/A . . N/A N/A 6 6" 6' 6" 6 6" 8 (TOP /BOTTOM) ACTUAL E. O. FACTOR rAPccN /ZAANC MIdIN/ PANEL }u IFS RIAL Cx -IN Cr TAO -GRIP 3 .86 .75 1.00 2 1 /2' .71 .50 .80 2 .50 — — ._..____.._�._ _ :- 1,,_111..- �•�,..� •�.�.: .. ---. :. -1111 ** MAXIMUM DESIGN PRESSURE RATING "iY' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES " SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1 /2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1 /2". REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHAWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E D. FOR RAWL CALK —IN ANCHORS & ELCO PANELMATE IS 2 1 /2'). Tr r rr rrcr n } normv row : CIN/PINY E 0. = EDGE OIST.WCE �IIJE COINC. 0.050" BERTHA STORY PANEL EASTERN METAL SUPPLY, INC AS S7 nrrN SCALE 7/7/98 cu r( 1 PRODUCT RENEWED ACCEPTANCE No. 00 — 0 6 0 Z• 0 (I. EXPIRATION DATE O BY ALA/ I.( PRO :�TCo. TROL DIVISION BUILDING CODE COMPLIANCE OFFICE 2,00.7 .MOO 23'd A... SCUM lAR2 KWTH. R J3461 -1247 APr COVED AS COMPLYING WITH TIIE SOUTH EL ;IOA BUILDING CODE DATLOGt96 _c? 19l Of PRODUCI GUNN DIV S BUILDING CCD[GOMM.;; cr OB IS( 1CCEPTANCE NO.l SO • l . D4DE COUNTY oa — 172 w Ty e Insp'n Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date , -d' ` Time Permit No. z 7 9h S i64LUV O-)A4 Address Company For Inspector: Approved Correction Re- Insp'n Fee & l ate (/0 (o ❑ ❑ Type Insp'n 41/ Permit No. yc 65 Name Address Company For Inspector: ) 0 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 0 / Tame e & Date MAxIra�R DESIGN LOAD W (p. s.I.) MAXIMUM ANCHORS SPACING FOR E. a .- . I .. TAPCON/ZA4t4C IL4&JN/ PANLLIJATES APPLICABLE TO SECTIONS / & Arri COmERNAITON OF THEN MAZ/MUU PANE. LFNGTN - L' ( CL TAPCONS RLAWL 7.4NAC /W/UN RAM. CALK - W CF TAP - GRIP 2 1/2' J.. PANEL4TE.S TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY 10 CONCRETE TO MASONRY TO CONCRETE TO 1C4SOWRY +55.0, - 65.0 8 N/A 4" N/A 8 N/A 5 N/A 3 1/r N/A 1 (TOP) d 9'-0" OR LESS 17 8 12 10" 12' 17 17 8" 11 11 1 (BOTTOM) 17 N/A 17 N/A 17 N/A 12 N/A 11 1/A 2 (TOP) 12 8 12" 10 12 17 17 8" 11 11 2 (8017014) 12 N/A 17 N/A 12 N/A 17 N/A 11 " N/A 3 (TOP) 12 8 17 10 17 17 12 6 11 " 1 1 3 (BOTTOM) 12 N/A 17 N/A 17 N/A 12 N/A 71 " N/A 4 (TOP) 17 8 17 10 17 17 12' 8^ 11 11 4 (80170M) 12 N/A 17 N/A 17 N/A 12 N/A 1 T N/A 5 (TOP) 12" 8 '7 10 12 1 7 17 8" 11 I1" 5 (801704 1 1 1/7 N/A 7 1/2" N/A 12 N/A 8 1/2 N/A 6 N/A 6 (TOP /BOTTOM) 10 N/A 6 i /2 N/A 10 1/7 N/A r N/A 5 . N /A 7 (TOP /BOTTOM) N/A N/A N/A N/A 12 17 12 6 6 6 8 (TOP /BOTTOM) + -55.0, -65.0 6" N/A 6 N/A 6" N/A 6 N/A 6" N/A 2 (TOP) 9' -0 TO 70' -0 6" 6 6" 6" 6 6" 6" 6 6" 6 2 (BOTTON) 6 N/A 6 N/A 6 N/A 6 N/A 5 1 /1" N/A 6 (TOP /BOTTOM) 6 N/A 5 1/2 N/A 6 N/A 6" N/A 4 1/7 N/A 7 0'0P /BOTTOM) N/A N/A N/A N/A 6" 6" 6 6" 6" 6" 8 (TOP /BOTTOM) ACTUAL E. D. FACTOR TAPCON/ZA4t4C IL4&JN/ PANLLIJATES RAN. CALK -IN Cr TAP -GRIP 3" 1 .86 .75 .50 1.00 .80 2 1/2' .71 2" .50 - - ** MAXIMUM DESIGN PRESSURE RATING - Jr (p.s.I.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS' INTO CONCRETE AND C.B.S. STRUCTURES '' SCE SHEET 7 de 8 OF 8 FOR ANCHORS TYPE de SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALIO FOR 3 1/Y EDGE DISTANCE. FOR E. O. LE55 THAN .3 1/7. REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E. O. FOR R4WL CALK -W ANCHORS de £LCD PANELMAT£ 15 2 1/2"). n E 0. = EDGE OtSTANCE PRODUCT RENEWED ACCEPTANCE No. O 0-O 6 02. - O0-- EXPIRATION DATE 0 8/ 3 7/2- BY / • .I. /. PRO ‘ 6". CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE IILIECO INC. C77 K J. SL Si. 21I. MP•4 LNC06 A. 1114A Mr..: i'aOSNf)1 -/3.D l..: (JO3Jl7I - 1771 APPROVED AS COMPLYING WITH THE S011111 Fl RIDA GUI1D:IC CODE DATE. � q� nR 8 1 1 PRI1DIIcT CON.I 811. U h., COD( COOMI'L :ANCE FIC ry OfE ar.r..r;•1•; :C: NO 4 B OB 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC .600 7.1 a A... SOUTH 9 98 DIV :.S Wl 0.4DE COUNTY • AS Sh0l'N SCAL( WALTER A. MUT Jr. P. C. r10R104 Lc. 44 167 Mrf 40 N -JJI 7/7/14 AM.. a 41cao►+ts. DRAM7N0 No sHECT 5 or 8 7/7/Pd 04Tr MA, MJM DESIGN PRESSURE RATING W (p.s.f.) 147x. PAL LD.G7H L (R.) (SEE sECnCNS) MYYU/UL SEPARt71ON TO GLASS APPLK�B[£ 10 SEcnoms / & ANY CYWexwnON OF THEM +65.0, -77.0 8' -0' OR LESS 2 1/4" 1 THRU 8 +65.0, -77.0 .>8' -0" TO 9' -0" 3 11/16 1 THRU 8 +62.0, -73.3 >9' -0" TO 10' -0" J 7/8" 1, 6, 7 & 8 CUT PANEL 2 r 4 r .115' J1O5 -H14 OR 6061 -T6 ALLOY Cont. Alum. ANGLE CASE A (Plan) SCALE: 1/4" = 1 2" r r .09J 3105 H -14 OR 606J -T6 ALLOY Cont.. Alum. ANGLE WITH ANCHORS O 12' 0. C. a. 1/4" OAP CASE D (Plan) SCALE: 1/4" = 1" POURED CONCRL7r OR CONCRETE BLOCK WALL REOUTR£ COHCRETf ANCHORS o I2 o. c. 1 POURED CONCRETE OR / CONCRETE BLOCX MALL // REOUIRED POURED CONCRETE OR CONCRETE' BLOCK WALL REOUIRED 1/4 • BOLT 024" 0. C. w /.uCIovvT CASE B (Plan) SCALE: 1/4" = 1 END CLOSURES DETAILS ♦ - x 4 x .072' Jl03 - H!4 OR 606J -T6 ALLOY Cont. Num. AnCLF • WALTER A. 7X17 Jr P. E FLORIN Lic. / 44167 POURED CONCRETE OR cor7crtTE BLOCK WALL REWIRED r 2.500' 16n. CONCRETE ANCHORS 2 2" r 2' r .055 TO 2 r 5 r .O.55 Cont. Num. ANGLE OR .O90 JIGS-HIS-4 SHEET METAL Ak.m. BENT PLATE PRODUCT RENEWED ACCEPTANCE N. ()O - O 6 O l. CI 4- EXPIRATION DATE o {07 / too.? BY y PRO CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE • TRLT TESTING At O GINEERtNO COMPANY EGSI7 V. J00.- 9t. A• 7 lW M4 n . 71160 1-. 1. 000 ALTERNATE LFC coCAnON d CASE C (Plan) SCALE: 1/4' = 1" MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH Fl RIO.1 BUILDING CODE DAT PC- BY� PRODUCT CON 'AI DIV :S i1 :I BUWID;XG COOE CO :.111:4F :CE OFFICE ACCTP U :ICI F.AV.=POI IP JdOO 2J.V. Awe. 5!X1171 GHQ WORM. TL 33 -1747 CIADE COUNTY ILIECO C 0.050" BERTHA STORM PANEL EASTERN AIETAL SUPPLY, INC AS SHOWN SCALE 7/7/98 OAT( 98 - 172 1 ao M -LI 7/7/W SHEET 4 OP 8 STATE OF FLORIDA, COUNTY OF DADE. Name and address of licensed contractor Location a d legal description of lot to be built on: Lot b mock Street and Number where work is to be done.., State work to be done and purpose of building (by floors) SS. Building T"nspcctor / /a, 0 ass c? MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby utndc for the approval of the detailed statement 01 me plans and specifications herewith submitted for the build • inc 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. Owner's Name and Address . / / y L l & G LC �v A _ No. /2 Registered Architect and /or Engineer / " � ' ..............„,,.„..... ,. ubdivision.J 3 -2/ h ._ Date.. ._ . _.._.__ _._ New Building Remodeling v Addition Repairs v No. of Stories To be constructed of Kind f foundation Estimated Total cost of improvements Amount of Permit S... 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 dots hereby certify that he understands and accepts his obligations as an employer of i.ihur under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent So ilernent, anti has complied Keith the provisions thereof, and will require similar compliance fr. in the work to be performed under this permit; and will post or cause to be posted 0"' or noticcs as are required by the Act. The undersigned agrees to employ only s pennit, as are licensed by Miami Shores Village. Remarks (Signed) su n al "tractors or sub - contractors employed by him nspection on site of t e work such public notice tractors, o /. performed under this / / dee Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 him stated true.. \ Permit No.._.. ;! Date 1/Z Read, Sworn to and Subscribed before me. Disapproved .... _ f ....... Date .._.. Notary Public, State of Florida (Signed) My Commission Expires to me well known, PLANNING BOARD DATE Chairman Member Member Member Member .. .. Member _.,_,.... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fmns the Plannir.. Board. A re- inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. CONCRETE ANCHORS (SEC SCHEDULE) \\ \ AJ POURED CONCRETE REQUIRED ///)//////// /r // / POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED J CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) FOR MINIMUM SEPARATION " S TO CUSS OF wu/00W OR S. C. 0. ALTERNATE LEC LOCATION .,. 1/4 0-20 BOUTS w/ 7/ r .3/32" *1NC NUT 0 12 0. C. 1" Lin. L Cont. I I " 0-20 5. S. MACHINE OL T W/ MIT tr WASHER O 1.r O. C. 1- win. 1" .Gn.- 1 0 0 Cont. BUILD OUT INSTALLATION — SECTION 5 SCALE : .s/e - 1 1 /4" 0-20 S. S. MACHINE BOLT w/ NUT & WASHER 0 17" 0. C. POURED CONCRETE REQUIRED CONCRETE ANCMoRS (SEE SCHEDULE) (SET SCHEOULC) FOR MN7MM SEPARATION "5 TO CLASS OF MNDOW OR S. C. 0. ConL CONCRETE ANCHORS (SEE SCHEDULE) PO(/RED CONCRETE—/ REQUIRED CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8" - 1" E. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 a. 6 OF 8) E. 0. 1/4 l -20 r J7 4- BOt TS w/ 5 x 3/JY WING NUT 0 12 0. C. h 2 NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /C£IUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. n CONCRETE ANCHORS (SEE SCHEDULE) REQUIRED POURED CONCRETE \ ALTERNATE LEO LOCATON 2 Cont. I/4 0 -20 x J /4" ears w/ 7/5 x J /Jr WING NUI • 12" 0. C. 7 — (SET SC1fDULE) -- FOR LINILUU 1 SEPARATION "S' TO CUSS OF W»i 0W 1 OR 5. G. D. 1 /i" 0 -20 x J /4 DOLTS w/ 7/8 x 3/31" wWG NUT O 11" O. C. -- CONCRETE ANCHORS / u UL (SEE SCHEDE) // POURED CONCRETE - REOUIRED O CmL //X /7/////// / / / /// / / / /j/l�f /7/////// " E D. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8" - 1" RAWL CALK-IN OR ELCO moo /.mo/. PAA'ELMATE OR Cr LAP -GRIP (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REOUM?ED / / / / ///J BAWL CALK -?I OR I ELCO mo/e //eo mte PANE2AUTE OR CF TAP -c„ / 7� (SET SO OXt() POURED coNcRar OR CONCRETE BLOCK WALL REOULRED — (SEE SCHEDULE) J, FOR wv aJ4 M I SEPARATION "5 - TD I GuSS OF w1NDOw OR s. C. D. PRODUCT RENEWED ACCETTANCE No. O U— O 6 O Z• 0 ( EXPIRATION DATE O 8/07 /2,20.? BY i PRO CONTROL DIVISION BUILDLY CODE COMPLIANCE OFFICE 3600 lira A... SOVTH 171.11T TESTlWC r ENCINCEJPD0C COA/PANY LAME .OW77L n .3.343 -17. WALL MOUNTING INSTALLATION (D. M.) — SECTION 8 SCALE : 3 /8 - I APPROVED AS COMPLYING WITH THE SOUTH arm BUILDING CODE DATE c- . ag.` 8 I D_ PRODUCT CON 'j: DIV :; . BUIL2:NG GOOF COU;'t str.CL OfTICE ACCU'IAZCL ;:048. = 0a 1 I la IILIECO INc. 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC DADE COUNTY ASS scut' 7/7/98 OAT( na _ 7 77 &U MW0 No - 13.37 . T..: (x3)611 - 1s), PSALTER A. 1 LU7 Jr. P. E FLORIDA tic. / 44/67 rr. • OtTCNIeb CW -Dr OUT Aft 7/7/04 .f}O•.O. YT SHEET J or 8 •MARRANIY 0110 STATUTORY F. S. 610 0. • ; it • Mode flits 27 clay of January A. 1). 1085 131 :T\VI:FI\' DAVID EDWARD LITTLE, a married man of the County of TALLAHASSEE in the State of FLORIDA . port y of the first part. and TERRY DELLERSON and LINDA DELLERSON, his wife of the County of DADE 2341 Bayview Lane, North Miami, Florida 33181 port 1 es of the second port, ttnesseth, That the said part y of the first part. for and in consideration of the sum of TEN AND 00/100 ($10.00) 1)ollnrs, to him in hand paid .by the said part les of the second part. the receipt whereof is hereby ac4nowl erined. Ila v e granted. bargained, and sold to the said part 1 es of the second part. t h e i rg 0 a heirs c` following assigns forever, the folloing described land. situate, and being in the County of Dade Stole of Florida . in twit: : c ,\r‘ � h '11 r N ' I Lot 16, Block 178, of Revised Plat E ' SUBJECT TO: G -2096 i98_S 29 PI•f :It 44 858028322 R[ 1239T PG 2475 This In,denture, of Tracts 178 B, 178 C, 179 A, 179 B, 179 C, 180 A and the North of Tract 180 C, of REVISED PLAT OF MIAMI SHORES, SECTION 8, according to the Plat thereof, as recorded in Plat Book 43, Page 69, of the Public Records of Dade County, Florida. Taxes for the year 1933 and subsequent years, appli- ,!able zoning ordinanc s, easements, .estri;.tions, reservations and limitations of record. The above desr.ribed property is not the homestead of the first party who resides at 5629 Nature Lane, Tallahassee, Florida. 32304 And the said part y of the first part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. In *fitness whereof, The said part y of the first part lia S hereunto set h i s hand and seal the day and year first above written. Signed. sealed and deliv ed in the presence of: 1/t STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared DAVID EDWARD LITTLE , a married person be the person described in and who executed the foregoing instrument and he executed the same. my hand Ind official seal in the County and State last aforesaid. this day of A. D. 19 8 5 . to me known to before me that WITNESS January 1 J This instrument prepared 6y GI/STAVE W. I,ARSON, Attorney at Law .twKUlw IN ()SOCIAL RR0010A OF DMA COUNTY, FLORIDA. RECORD VIRHIW RICHARD P. BRINKER CLERK CIRCUIT COURT 9999 Northeast 2nd Avenue Miami Shores. Florida 33138 . in the State of FLORIDA . whose n416- E DW Af2b L I7'f L' �*1 ,Mlr Notary PubIty0,2Stdle " %pftFlorida My Commiaa t n npir.e ,4 , ' 404 II IIL.I I FF.t ,L, post office address is till he acknowledged 1 POURED CONCRETE REOUIRED - \\ \ \N\ \\ \ \\ \ (SEE SCHEDULE) FOR MINIMUM SEPARATION "S' TO GLASS OF WINDOW OR 5. G. D. CONCRETE ANCHORS (SEE SCHEDULE) POURED J CONCRETE OR CONCRETE BLOCK WALL REQUIRED W / /// ,J / / /// / L POI! RED CONCRETE OR CONCRETE BLOCK WALL REQUIRED c SECTION 0 ANCHOR • b � — r Q Cont. • SECTION o STUD WALL MOUNTING INSTALLATION 1rOTE : DETAIL OF SECTION 0 STUD VAUD ALSO FOR WALL MOUNTING INSTALLATION - SECTION 2 (T0P) b � 7� O 2 Coot. 0 C ,/ J (SLT SCHED(/L() PO ►//4' • -20 z J /4" BOLTS w/ 7/8' r 3 /J2' W WING NUT O -' 12' o. C. N3 POURED CONCRETE REBUKED -� / / / / / / / / / /// CONCRETE OR CONCRETE BLOCK WALL REOUTREO (SEE SCHEDULE) --I FOR ANMNUU SEPARAfOv -r (0 GLASS OF WINOQW OR 5_ C. D. I/4' 20r34 BOLTS W/ 7 / t - x 3/32' Wn.c MIT 0 12' 0. C. i C CONCRETE ANCHORS (SEE SCHEDULE) SECTION 2 { 4 O N Z 0 © Cont. WALL MOUNTING INSTALLATION SCALE : 3/8 - ►' h W 3 E 0. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 5 et 6 Of 8) NOTE FOH COI t]INAIPUN t/r •w (t.:ce : CONCR£7£ ANCHCWS r Err- rt•in rl _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ' CONCRETE ANCHORS (SEE SCHEDULE) - • WALL/FLOOR /CEILING UOUN1TNG SECTIONS CAN BE CO148114E0 IN ANY WAY TO SUIT ANY INSTALLATION. POURED k CONCRETE REOIREV d \ W / / / / // / / / / // PEE 50HET?ULE) 1 Lin. SEPAR4TYN S" . TO GLASS OF WINDOW OR S. G. Co. 130 LTS W/ 778 - x 3/31' WING NUT • 1r 0. C. . Z n 3 (Curt BUILD OUT INSTALLATION SECTION 3 SG1LE : 3/8 - 1- e / LIEc0 INC. TTLUT =TANG r RICO CtR.V G COMPANY • v. ww, o_ R. 117. NM.. CAPnr)ri n LIEF "'Alm? A THUT Jr. P. E. FLORIN La / 44167 COr.C'RL7E Ar.C1,3RS (SEC SCNEOULE)_ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED Pbt.RCD CONCRC7E RCOURED CONCRETE ANCHORS (SEE SCHEDULE) N SECTION 4 PRODUCT RENEWED ACCEPTANCE No OU – 0 6 0 2 U - EXPIRATION DATE o 8 By PROD r CONTROL DIVISION BUILD MG CODE COMPLIANCE OFFICE (SEE SCHEDULE! FOR Wen. SEPARATION ATION 5' ro GLASS CF WINDOW OR S. G. 0. BUILD OUT INSTALLATION U.VJU LTLKI11A J!VI(M r AIVLL EASTERN METAL SUPPLY, INC rt. I a1 ry QD M-SJI 1 /l/P4 1 / -20 r 3/4 N M J T 0 12" 0. C. BY _ PRODUCT Oki J400 2.1-EL A.,. SCUM !NQ WORM. R J. - 441 -y.7 1) Cont. SCALE : 3/8" - 1 Cont. 1 1 OIV!S ON BUILDING CCnc COMPI „ALICE OTTIf,E ACCEPTht:C1 F :09 _9011 * 1 ► • Yin. 17I _ 1-20 L. S. W/ NUT 0 17• 0. C. APPROVED AS COMPLYING W;Ill Till SOUTH Fl P.I A BUILDING CODE DATE � 0 b Q!1= 19 5 DItDE COUNTY AS SRbwN SC LC 7/7/96 0417 98 — 172 SMELT 2 Of 8