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358 NE 100 St (2)MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde 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. Owner's Name and Address Thomas.. Bartlett_ Registered Architect and /or Engineer Joaquin. ..Vazquez ..P.E. _ 11091 Name and address of licensed contractor.. ]jx- klml...Itlt txies ....Ir1e _._...._. Location and legal description of lot to be built on:_ Lot 5 E 4 Block 4.0 STATE OF FLORIDA, ` COUNTY OF DADE. j ss Before me, the undersigned authority, a notary peared Disapproved (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, therein by him stated QQ are ] � true Permit No.. j2.L1.2 Date. 4-- ing Inspector Date ._ / Chairman Member Member ...... PLANNING BOARD DATE �T.E...lOQ...S.t. Subdivision .bliami Shoes., - •Secs.t,.. -I- Street and Number where work is to be done 3.58 NE 100 S.r State work to be done and purpose of building (by floors) swimming pool. & patio and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $... .5 . QQ..00 i\mount of Permit S. Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot 75...x.. 5. 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 Air - Flow...Industxie-s,-- ..Inc,. - 308. -NW- 170-- St -. -- •Miami, FL 33169 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, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ntractors, ot> to be performed under this per nit, as are licensed by Miami Shores Village. Remarks (Signed) '° — �• ublic, 4uly authorized to administer oaths and take acknowledgments, personally ap- Read, Swo 0 My Commission Member Member Member to me well known, 7R €aJ * - and that he did sign the same, and that all facts nd Subscribed o r ublic, State of Florida E .. 04A!YV Pr7.3% :3, 378 Cr 707d Alt dA!Is' 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 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. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT S Permit No..../_. x' Date...--•-- - Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 work. Owners Name and Address Thpma a Rar t 1 p t t No. 3 5R Registered Architect and /or Engineer Jpaquin Vazquez P.E 11091 Employing P1mbo€ o Location and Legal Description Lot Lot 5 &_14-_,4 Bl 40 Subdivlelon.. mk gISVes, I Street and Number where work is to be performed —No 1 ,58 Street. . - E.-- LOCI- -St. State work to be performed and purpose of building (By Floors)_ — Pal- --P _.�_._ New Building._ .__ ---- •-- •- ..- - -._.. Remodeling_ __-- _- _....__ Addition_.._._._ _.____ Repairs No. of Stories Size Septic Tank_ -Type of Tank__ -_ Feet of Drain Tile. _._.___ -- ._Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City—Well Size of Soakage Pit_ Amount of Permit $ lumbing Inspector. 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 5968, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. ss. � G V Before me, the undersigned a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared E, 4 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ __.....__ PA & t D of the above described construction, that he has carefully read the foregoing application, an I.. at he did sigma same,, , . that all facts therein by him stated a� PU31.Ii;, IITATE OF FLORIDA AT LARGE / IR COMMISSION EXPIRES JUNE 5, 1978 My Commission Expires Signed � (S , . (Signed) _ Capacity Gals . ..--- .- _.__._.. __.._....._ Public, State of Fiorl Master Plumber. d? materials and/or A r e woz ��tion fee of $1.00 will be made when such re-inspection is made.neoessary by improper Notice for inspection, or faulty mater laaanship. CLO•R• BATH TU•• SHOWER• LAVA. TORIES SINK• SLOP SINKS LAUNDRY Tu•• URINAL. CATCH BASIN FLOOR DRAIN DRINKING FOUNT' NS . TOTAL F STUB[• CONTR. LIST CHICK SEPTIC TANK SEWER CON N• DRAIN FIELD SOAKAO[ PIT GREASE' TRAP SOLAR HEATER DELP WILL SPRKLR. SYSTEM SWIM'O POOL Corm. LIST ][ CHECK MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT S Permit No..../_. x' Date...--•-- - Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 work. Owners Name and Address Thpma a Rar t 1 p t t No. 3 5R Registered Architect and /or Engineer Jpaquin Vazquez P.E 11091 Employing P1mbo€ o Location and Legal Description Lot Lot 5 &_14-_,4 Bl 40 Subdivlelon.. mk gISVes, I Street and Number where work is to be performed —No 1 ,58 Street. . - E.-- LOCI- -St. State work to be performed and purpose of building (By Floors)_ — Pal- --P _.�_._ New Building._ .__ ---- •-- •- ..- - -._.. Remodeling_ __-- _- _....__ Addition_.._._._ _.____ Repairs No. of Stories Size Septic Tank_ -Type of Tank__ -_ Feet of Drain Tile. _._.___ -- ._Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City—Well Size of Soakage Pit_ Amount of Permit $ lumbing Inspector. 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 5968, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. ss. � G V Before me, the undersigned a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared E, 4 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ __.....__ PA & t D of the above described construction, that he has carefully read the foregoing application, an I.. at he did sigma same,, , . that all facts therein by him stated a� PU31.Ii;, IITATE OF FLORIDA AT LARGE / IR COMMISSION EXPIRES JUNE 5, 1978 My Commission Expires Signed � (S , . (Signed) _ Capacity Gals . ..--- .- _.__._.. __.._....._ Public, State of Fiorl Master Plumber. d? materials and/or A r e woz ��tion fee of $1.00 will be made when such re-inspection is made.neoessary by improper Notice for inspection, or faulty mater laaanship. 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BY: LOT iWjt4BLK. 4 M / " S,0_,4 EL'S SUB. c:13 Expressway, N.W. toZ: Floricla 33144 - 1 E I SCALE • eiLAz. /Nig fz P 358 /61,) DRAWING NO MARK 503 663 773 873 A 3.85 8.70 3.47 .120 .070 .108 37 =4' 1013 403 603 703 1004 302 202 402 602 702 MAN( 302 402 b TYPE'A' TYPE A A A A A A A A A TYPE 6 C SCREEN e' -0" SIZE TIGCGINESS b 3.20 6.60 3.00 5.00 350 770 3.20 .10 4.25 10.10 3.00 3.00 3.00 4.00 4.00 4.00 6.00 7.00 8.00 10.00 MISC. 2.00 2.00 B 2.00 b 200 2.00 9.0' *a' BEAMS AND CDLUmS BEAM AND COLUMN SCHEDULE 3.00 C 2.00 400 C 2.00 6.00 C 2.00 7.00 COLUMN SIZE d 3.00 400 b' 3.00 3.00 b TYPE 'I' TYrE ' 3.75 .133 080 .117 300 088 3.00 .094 3.00 .125 4.00 .125 400 .140 .050 .040 .090 .140 b' TI T2 .100 065 DM .050 T 1050 060 MISCELLANEOUS FASTENING MEMBER DESCRIPTION 202 STRUT T0102 AT BEAM 202 202 1X2 I X2 IX2 IX2 PERIMETER MEM. TO W000 .060 .060 .088 .060 .094 .066 .125 .070 .096 .050 .040 .050 .050 .060 SCHEDULE THICKNESS 72 050 .050 FASTENER Ts 094 .1 .100 32.2" .125 .140 .050 .120 17' -I" 8 -0" . 180 26 =0" .280 32.3" 75 .050 .120 SCHEDULE 2# I3X3/4' S.M.S. s'O" 21=8" 27'8" 43' - 10' 18' -2" 25' -0' 30' -3" 35'11" 45.3' 12' - -2' 5'-O 10 =4" 14' -0" PERIMETER MEM. JOINED DO. STRUT TO SAVE SECTION D0. CHAIR RAIL TO COLUMN DO PERIMETER MEM. TO COL. D0. PERIMETER MEM. TO CONC. ANCHOR AT 24" C -C WALL CABLE SCHEDULE 16=0" I SET (2 CA8LF3) I SET (2 CABLES) 1 SET (2- CABLES) 12' -0" I SET (2 CABLES) 32.0" 29'0' 26 =0" 24=0" #10X2 V2 " SMS 2(C-C 2 SETS (4CABLES) 2 SETS(4CABLES) 2 SETS (4CABLES) 2 SETS (4CABLES) MAX. BEAM STAN SPACED 1F -E 0' 20' -6" 26 -0' 30-4' 35 =d I7' -2" 23' -7" 28' -5" 33=8" 42.6" 11 =5" 8 =0" I6' -1" 24 =6" 30 -4' 6 -0" 9 =5" I2 =9" 7=0" 19' - -8' 24' -6' 28' -8" 33'=5" 39' -2" 16' -6" 22 -5' 26' -11" 32= I" 40' - -4" I0' -I0' O' 15=4' 23.3' 28' -10" 7' -0" 8'-9" II= 9" e' -o' 18'-10" 23'-5" 27=4" 31=11" 37' -4" 15' -8" 21' - -5" 25 =I0' 30=7" 38' -7" 10.4" 7' -0" 14 =7" 22 =3" 27' -6" MAX. COLUMN SPAN SPACED f - f e =0" 8 =2" II= 0' REMARKt W/ 2- 1X2'S SNAPPED ON D0. D0. D0. 00. DO. W /2 -I X2'S SNAPPED ON DO. D0. DO. 4010X1/2" S.M.S. AT 24" O.C. DO. DO. SPACE CIIAIRIWL 6 =2' C -C MAX D0. DESIGN CRITERIA WALLS: DESIGNWIND LOAD IN 0 OUT 13 PS.F. TEST LOAD WIND IN 8 OUT I98PS.F. ROOF: DESIGN LIVE LOAD DOWN 7 PSF. DESIGN WIND LOAD UP 7 PSF. TEST LOAD UP 6 DOWN 105PSF RECOVERY AT TEST LOAD 90 %MIN. DEFLECTION LIMIT AT TEST LDAD L /80 NOTES: 1.) ROOF 6 SIDES SHALL BE COVERED WITH SCREEN CLOTH BEING 60 %OR GREATER OPEN THEADORpN OF SOLID ROOFING OR SIDING IS NOT COVETED BY THIS SHEET. 2) TIE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCL0SLILE 3.) 6063-76 ALUM. ALLOY BEAMS WILL BEAR IDENTIFICATION I -FT FROM EACH END OF BEAM. 4J USE ADDITIONAL SETS OF CABLES WHERE BEAM SPANS EXCEED THOSE SHOWN IN CANE SCHEDULE. 5.)A TOLERANCE OF .006 ± IS ALLOWED WHERE WALL THICKNESS EXCEEDS .006'. 6) EXP08ED FASTENERS SHALL BE NON - MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT CABLE FASTENERS MAY BE HOT - DIP GALV. STEEL 7.)MASONRY ANCHORS SHALL BE MADE OF NCR -CORROSIVE METALIC CONST. OR OF VIRGIN PV.C. PLASTIC. EXISTING STRUCTURE ALTE Alt LAG 1 NEW MEM. TO OLD W /2- 1 /4 "X5 IMO EA. 'RUGS OR RAFTER DETAIL TYPICAL ROOF PLAN 8 TYPICAL ELEVATION F CIA 202 1X2 2 "X2 I/8" L W/ 2/A10 S.N.S. EA. LEG 4 1 COLUMN - 3/3 •e.a. CABLE SIDEWLL BRACING WELDED EYE BOLT $OTE : THIS E BRACING U D E OES NOT APPLY TD THAT AN 'L' ORFLP N OF AN DOST1N83 AED INTO DETAIL 4 IX2 2"X2 /B L EA. SIDE DETAIL 10 I : 3/32" -1 X h 133 CABLE, MFQb BY UNNERSAL WEE PRODUCTS OR EQUAL 202 CABLE 6L 102 WIND BRACING DETAILS MISCELLANEOUS CO POWNTS BEAM CONNECTION. USE 2 vs' L x 2• L6. CA.SIDE W/ 34 SAS. TO BEAM 6 4# I0X 2 V2' S.IAS. TO FASCIA DETAIL 1 3 V2" BEAM CONNECTION USE 2"X 2"X VB'L 2"LG. EA. WOE W/ 2- I/4" THRU BOLTS TO BEAM 6 4 -# 13X 2 1/2" Sl1.S. TO FILSCIA DETAIL 5 EAVE 6 CORNER NOTES: e TO 32' SPAN USE 4-# 10 SMS 6 2 ANCHORS EA. COLUMN. OVER 32' SPAN USE BM (0 S.M.S. 6 4ANCHORa EA. COLUMN USE 2 ANCHORS 13 • S.MS. EA. SIDE OF CORNER COLS. I -BEAM 102 BRACING SCHEDULE 0'- 16' USE 2 -S 10 SMS. M' - 24' . 3 ROOF BRACING LAYOUT (FREE STANDING EA FASCIA ATTACHED ENCLOSURES) 202 SNAP DETAIL 6 NOTE: NOT REQUIRED FOR BOX BEAMS REVISED: AUGUST 1, 11172 LAVE NEN SCREEN ENCLOSURE DETAIL SHEET ENGINEER: RILMER7S.ML)1ML»XAF DATE: AUGUST 11, HG1 DETAIL 7 CLI MATROL COPPOQATION 6900 N.W. 77 CT. P.O. BOX 440563 MIAMI , FLORIDA 33144 Amara 1071 804 10' -0" 13.0" I ( - 0" 12' -0" I0 =8" I SET (2CABLES) . 2I' -4" 2 SETS (4 CABLES) HEIGHT - SPAN CABLES SPAN CABLES ANCHORS TO CONCRETE & MASONRY SHALL BE I/4"X2 V2" THUND ERBOLTS 4 X 2 I/2 S.M.S. IN JORDAN 1020 ANCHOR Or APPROVED EQUAL. I 1 �I!�i MARK 503 663 773 873 A 3.85 8.70 3.47 .120 .070 .108 37 =4' 1013 403 603 703 1004 302 202 402 602 702 MAN( 302 402 b TYPE'A' TYPE A A A A A A A A A TYPE 6 C SCREEN e' -0" SIZE TIGCGINESS b 3.20 6.60 3.00 5.00 350 770 3.20 .10 4.25 10.10 3.00 3.00 3.00 4.00 4.00 4.00 6.00 7.00 8.00 10.00 MISC. 2.00 2.00 B 2.00 b 200 2.00 9.0' *a' BEAMS AND CDLUmS BEAM AND COLUMN SCHEDULE 3.00 C 2.00 400 C 2.00 6.00 C 2.00 7.00 COLUMN SIZE d 3.00 400 b' 3.00 3.00 b TYPE 'I' TYrE ' 3.75 .133 080 .117 300 088 3.00 .094 3.00 .125 4.00 .125 400 .140 .050 .040 .090 .140 b' TI T2 .100 065 DM .050 T 1050 060 MISCELLANEOUS FASTENING MEMBER DESCRIPTION 202 STRUT T0102 AT BEAM 202 202 1X2 I X2 IX2 IX2 PERIMETER MEM. TO W000 .060 .060 .088 .060 .094 .066 .125 .070 .096 .050 .040 .050 .050 .060 SCHEDULE THICKNESS 72 050 .050 FASTENER Ts 094 .1 .100 32.2" .125 .140 .050 .120 17' -I" 8 -0" . 180 26 =0" .280 32.3" 75 .050 .120 SCHEDULE 2# I3X3/4' S.M.S. s'O" 21=8" 27'8" 43' - 10' 18' -2" 25' -0' 30' -3" 35'11" 45.3' 12' - -2' 5'-O 10 =4" 14' -0" PERIMETER MEM. JOINED DO. STRUT TO SAVE SECTION D0. CHAIR RAIL TO COLUMN DO PERIMETER MEM. TO COL. D0. PERIMETER MEM. TO CONC. ANCHOR AT 24" C -C WALL CABLE SCHEDULE 16=0" I SET (2 CA8LF3) I SET (2 CABLES) 1 SET (2- CABLES) 12' -0" I SET (2 CABLES) 32.0" 29'0' 26 =0" 24=0" #10X2 V2 " SMS 2(C-C 2 SETS (4CABLES) 2 SETS(4CABLES) 2 SETS (4CABLES) 2 SETS (4CABLES) MAX. BEAM STAN SPACED 1F -E 0' 20' -6" 26 -0' 30-4' 35 =d I7' -2" 23' -7" 28' -5" 33=8" 42.6" 11 =5" 8 =0" I6' -1" 24 =6" 30 -4' 6 -0" 9 =5" I2 =9" 7=0" 19' - -8' 24' -6' 28' -8" 33'=5" 39' -2" 16' -6" 22 -5' 26' -11" 32= I" 40' - -4" I0' -I0' O' 15=4' 23.3' 28' -10" 7' -0" 8'-9" II= 9" e' -o' 18'-10" 23'-5" 27=4" 31=11" 37' -4" 15' -8" 21' - -5" 25 =I0' 30=7" 38' -7" 10.4" 7' -0" 14 =7" 22 =3" 27' -6" MAX. COLUMN SPAN SPACED f - f e =0" 8 =2" II= 0' REMARKt W/ 2- 1X2'S SNAPPED ON D0. D0. D0. 00. DO. W /2 -I X2'S SNAPPED ON DO. D0. DO. 4010X1/2" S.M.S. AT 24" O.C. DO. DO. SPACE CIIAIRIWL 6 =2' C -C MAX D0. DESIGN CRITERIA WALLS: DESIGNWIND LOAD IN 0 OUT 13 PS.F. TEST LOAD WIND IN 8 OUT I98PS.F. ROOF: DESIGN LIVE LOAD DOWN 7 PSF. DESIGN WIND LOAD UP 7 PSF. TEST LOAD UP 6 DOWN 105PSF RECOVERY AT TEST LOAD 90 %MIN. DEFLECTION LIMIT AT TEST LDAD L /80 NOTES: 1.) ROOF 6 SIDES SHALL BE COVERED WITH SCREEN CLOTH BEING 60 %OR GREATER OPEN THEADORpN OF SOLID ROOFING OR SIDING IS NOT COVETED BY THIS SHEET. 2) TIE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCL0SLILE 3.) 6063-76 ALUM. ALLOY BEAMS WILL BEAR IDENTIFICATION I -FT FROM EACH END OF BEAM. 4J USE ADDITIONAL SETS OF CABLES WHERE BEAM SPANS EXCEED THOSE SHOWN IN CANE SCHEDULE. 5.)A TOLERANCE OF .006 ± IS ALLOWED WHERE WALL THICKNESS EXCEEDS .006'. 6) EXP08ED FASTENERS SHALL BE NON - MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT CABLE FASTENERS MAY BE HOT - DIP GALV. STEEL 7.)MASONRY ANCHORS SHALL BE MADE OF NCR -CORROSIVE METALIC CONST. OR OF VIRGIN PV.C. PLASTIC. EXISTING STRUCTURE ALTE Alt LAG 1 NEW MEM. TO OLD W /2- 1 /4 "X5 IMO EA. 'RUGS OR RAFTER DETAIL TYPICAL ROOF PLAN 8 TYPICAL ELEVATION F CIA 202 1X2 2 "X2 I/8" L W/ 2/A10 S.N.S. EA. LEG 4 1 COLUMN - 3/3 •e.a. CABLE SIDEWLL BRACING WELDED EYE BOLT $OTE : THIS E BRACING U D E OES NOT APPLY TD THAT AN 'L' ORFLP N OF AN DOST1N83 AED INTO DETAIL 4 IX2 2"X2 /B L EA. SIDE DETAIL 10 I : 3/32" -1 X h 133 CABLE, MFQb BY UNNERSAL WEE PRODUCTS OR EQUAL 202 CABLE 6L 102 WIND BRACING DETAILS MISCELLANEOUS CO POWNTS BEAM CONNECTION. USE 2 vs' L x 2• L6. CA.SIDE W/ 34 SAS. TO BEAM 6 4# I0X 2 V2' S.IAS. TO FASCIA DETAIL 1 3 V2" BEAM CONNECTION USE 2"X 2"X VB'L 2"LG. EA. WOE W/ 2- I/4" THRU BOLTS TO BEAM 6 4 -# 13X 2 1/2" Sl1.S. TO FILSCIA DETAIL 5 EAVE 6 CORNER NOTES: e TO 32' SPAN USE 4-# 10 SMS 6 2 ANCHORS EA. COLUMN. OVER 32' SPAN USE BM (0 S.M.S. 6 4ANCHORa EA. COLUMN USE 2 ANCHORS 13 • S.MS. EA. SIDE OF CORNER COLS. I -BEAM 102 BRACING SCHEDULE 0'- 16' USE 2 -S 10 SMS. M' - 24' . 3 ROOF BRACING LAYOUT (FREE STANDING EA FASCIA ATTACHED ENCLOSURES) 202 SNAP DETAIL 6 NOTE: NOT REQUIRED FOR BOX BEAMS REVISED: AUGUST 1, 11172 LAVE NEN SCREEN ENCLOSURE DETAIL SHEET ENGINEER: RILMER7S.ML)1ML»XAF DATE: AUGUST 11, HG1 DETAIL 7 CLI MATROL COPPOQATION 6900 N.W. 77 CT. P.O. BOX 440563 MIAMI , FLORIDA 33144 Amara 1071 804 10' -0" 13.0" I ( - 0" 12' -0" I0 =8" I SET (2CABLES) . 2I' -4" 2 SETS (4 CABLES) HEIGHT - SPAN CABLES SPAN CABLES ANCHORS TO CONCRETE & MASONRY SHALL BE I/4"X2 V2" THUND ERBOLTS 4 X 2 I/2 S.M.S. IN JORDAN 1020 ANCHOR Or APPROVED EQUAL. i . A : - - ..1 . A ■-5 ..0 0 1 i r-. . N 1/4: VC c -.) v s (3, , ro v 7 6 AZA kr, Th A • /I/ 5 ' L rC 75 9 0 6 /340 to -lei - . 3/4 Z_o A Zo T ,Ea2/c7 — C /