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955 NE 95 St (16)fail IIAM 0 SHORES V0 LLAG E BUILDING INSPECTION DEPARTMENT AFPUCATOON FO 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 Villap 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 � t ,19 -7 / No....�7.�.r?� Street. IptiLC-- 2 qt. �.i Registered Architect and /or Engineer....., ,,.` e S sue,Ir — / 1 Owner's Name and Address 0 6 ( ` /` 9/../ /L o `"--:- Name and address of licensed contractor. Location and legal description of lot to be built on: Lot 7 - 2 - 4 - 1 - ) Block 1 6 Street and Number where work is to be done State work to be done and purpose of building (by floors) L vM 4 . , Z �'�° '�'' ,.>• ' �, . c r Subdivision `h LAUDING PERMIT and for no other purpose. New Building Remodeling Addition / Repairs No. of Stories To be constructed of Kind of foundation Ropf Covering r Estimated Total cost of improvements $ �e 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 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 subcontractors, on�w9rk to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) " '-- -:_ii dam= . ./14.- ` '' uwti� ` 4 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 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 are true. Permit No 45 _ 1 1 4 Date S - /.2 - 71 Read, Sworn to and Subscribed before me. Disapproved �Q ate (Signed) Building Inspectlr "l My Commission Expires Notary Public, State of Florida PLANNING BOARD DATE iz.cJe` sL,r [ — j [d') G' rjiv .) f't % dt( -LI i Qv f1 to me well known, 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 from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. .v ..ia. • ..af .: 44:L.3.7 :7.1. 4• - [4.S S. ae1.•• " •t....+e•e l. to ... ..- •.•4- pCq.:.9 a • . • _ t. ...' ...,,tL ... . ta.. • .s .r ,....4.p' : ■fva.-a • .uf -a.. .t, ... ..... ..... 2" X 2" X1 /8" AIIGLE 1/8" BENT PLATE USED ONLY WITH TYPE 6 COLUMNS EXTRUSION 110CKNE38:Z.. .040" MIN. TYPICAL COLUMN CONNECTION ( "I" BEAM) AND ROOF CABLE CONNECTION ( "I" AND BOX) FACCIA,, OVERHANG. AND WALL FASTENERS TYPICAL INTERMEDIATE ROOF PANEL CABLE IN A BOX BEAM O .023" B. F. GOODRICH VINYL OEON #8700A W /MIN. MECH. PROP. AS GUARANTEED BY B. F. 2�• GOODRICH OR EQUIVALENT. EXTRUSION ICKNESS: L . " — KEYLOCK EAVE AND CORNER DETAIL ALUMA SCREEN PAN11ELS, INC. 2540 N.W. 38th COURT MIAMI FLORIDA 2 — }" RIVETS OR THRUBOLTS USE 2 X 2 x 1/8" ANGLE WITH TYPE 3 & 4 COLUMNS TYPICAL COLUMN CONNECTICN BOX BEAM N ALTERNATE CORNER CABLE DETAIL SEE MAWS COLUMN P. a EXTRUSIONS ARE .040" I E MIAMI 2" ALTERNATE RAVE AND CORNER DETAIL ALL EYEBOLTS 5/16" X 3$" SHANK WELDED EYE, MIN: BREAKING STRENGTH 2400# SEE COLUMN SECTION FOR ANCHOR DETAILS. 4" CONCRETE SLAB 8" x 8" TURNDOWN FOOTING WITH 6 "x6" x 10/10 MESH 0 }" X " LAG SCREW EA. SIDE. # 4 saH FUR BEAMS " & LARGER USE 2 LAGS CONTINUOUS EA. SIDE. IN CONC. USE JORDAN 1020 SIIEILDS. TYPICAL FASCIA TO BEAM CONNECTION ( "I" AND BOX) 2 "x2 "x1/8" ANGLE ,.6" LONG TYPICAL WALL CABLE CONNECTION "I" AND BOX BEAMS 3/3 H 6' 8' �: 1 ' 9' 10' 11' 12' 9' 12' 1 15' 18' 21' 24' 27' 1 2 2 1 2 2 2 1 2 2 3 1/8" CABLE BREAKING STRESS = 1800# 8' 1 1 1 1 1 2 2 2 2 2 30' 33' 36' 39' 42' 45' 3 4 3 z 3 4 5 2 2 2 3 2 3 2 2 3 3 3 TYPICAL FOOTING 2 NICROPRESS ;OVAL CABLE .SLEEVES MIN. 3/5" 2 18 -2-0 1035 l 8" CABLE USE INT" AN SCREW O JORDAN SHIELD WITH WASHER' . MBLE. 4" x 1 3/1," x 1/8" CHANNEL i THRUBOLTS iU LJ COLUMN SECTION CARR SMITH ®I ASSOCIATES CONSULTING ENGINEERS FLORIDA 2 - }" x 2}" 1AG SCREW IN JORDAN 1020 SHIELDS 2" CABLE BREAKING STRESS .1200# TYPICAL SCREEN ENCLOSURE DETAILS J " 14 �44 1TH --L 3/4" HEAD 442l" WALL CABLE DRAWN: OK & DS DATE: JULY.196" FIg 6Ugg '114221 1 OF 3 TYPICAL COLUMN CONNECTION BOX BEAM TYPICAL CHAIR RAIL TYPICAL INTERMEDIATE ROOF PANEL CABLE ( "I" BEAM) TECO TYPE B CONNECT(" ALTERNATE FASCIA CONNECTION SCHEDULE OR CHAIR RAIL SECURED TO COLUMN BY 2' #10 X IF EIS. TECO TYPE ° B" CONNECTOR 0 EA. JOIST. PROJECTION WASHER 44" x 1 - 3/4 z S LONG x " THICK CHANNEL PROJECTIOI5 8 OR IE SS EECJIIHE 1 CABLE IN ROOF IN EACH DIRECTION DESIGN CRITERIA: DESIGN TEST LOADS ROOF WALLS 7.0 PSF 10:5 PSF FASTENERS: 3 X ULTIMATE SIDE WALLS 13.0 19.5 STAENG'OH ALUMINUM BEAMS: MAX. DEFLECTION 0 DESIGN LOAD 1180 MIN. RECOVERY FROM TEST LOAD 80% EXPOSED FASTENERS SHALL BE NON■MAGNETIC STAINLESS STEEL OR ALUMINUM ALLOY 2024 -14. NON - EXPOSED FASTENERS MAY BE OF MAGNETIC STAINLESS STEEL. CABLE HARDWEAR MAY BE HOT -DIPPED GALVANIZED STEEL. ALL SCREWS UNLESS OTHERWISE NOTED ARE #10 X }" STAINLESS STEEL SUS. ALL BOLTS UNLESS O110170L5E NOTED ARE }" X 2} ALUMINUM, CAP- HEADED HEX 120000021 OF ALLOY 2024-14. ALL ANGLES UNLESS OTHERWISE NOTED ARE 2° x 2 x 1./8 ", SCREEN ENCLOSURES WITH 0740 OR MORE FREE — STANDING CORNERS REQUIRE WIND BRACE — ING: WALL CABLES PER SCHEDULE AND ROOF CABLES AS REQUIRED BY ENO/1420R. ROOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL 60% OR GREATER OPEN. TEE ADDITION OF SOLID ROOFING OR SIDING SHALL REQUIRE ENGINEERS APPROVAL, LATCHES ON DOORS OF SWIMMING —POOL ENCLOSURES SHALL BE 66° ABOVE THE THRESH - HOLD, SHALL BE SELF — LATCHING,' SELF- LACKING AND MOUNTED ON SELF-CLOSING DOOR. IT SHALL BE DETERMINED THAT THE EXISTING STRUCTURE CAN SAFELY SUPPORT THE LOADED SCREEN ENCLOSURE. PRINTS FOR BUILDING PERMIT PURPOSES ARE VALID ONLY 00241 ME ACTUAL PRINT IS SIGIIED BY THE ENGINEER OVER HIS IMPRESSED SEAL. RIVETS ARE 250" G SELF EXPANDING US 1690# IN SHEAR. SCREWS HAY BE USED IN SHEAR. TOP FLANGE AND WEBB OF BEAMS NOT TO BE CUT MORE THAN 4" FROM FASCIA WHEN CUTTERS ARE INSTALLED. REVISED 10/18/65 HAVE & CORNER DETAILS a Ii - r' `ice t r F TYPE U 4 � 4_I..- 0 =1 T2 -L F p\ 4 I I II Tj II MMM F - "1 ._ F T2 M F 9 1 0 F c to 4s T2 Mil M F 4 / 1 11 II 0_14__ �1I I II •-` _114. 1 --- USE CLIP til T2 4 EITHER CONNECTION . B B H A 1 1 I B TYPE 1B TYPE 2 Txrh 3 'TYPE 4 TYPE 5 TYPE 6 BEAM AND COLUMN SCHEDULE IDENTIFICATION DIDENSIONS L(AX. BEAN SPANS C.C. MAX. COLUMN SPANS C.C. REMARKS COLULOI MARK ALLOY Y.S. A B 0 T1 T2 T3 14 8. 7 6 - 0" 5. 8 7 -0" 6 5 lA 6063 - 15 16 1.00 2.00 .011,0 .040 SECONIARY MBLDER U AT C(RNERS OILY USE AS OTHEF. VAN SECONDARY 1B 6063 - T5 25 2.00 2.00 .040 .0110 7' -0" 8' - 8' - o" 8 - 0" U AT CCRIT52S (3N.Y 1.2MDER RE ^UIRES 230015523 APPROVAL 2A 6063 - 16 25 4.00 2.00 1.00 .064 .064 .064 .067 14' -2" 14 10'15' -8" 16 - 8" 11' - 3" 1 10'12' -2" 13' -1" THRUEOLTS 20" 0.0. 20 6063 -16 25 6.00 2.00 1.00 .140 .062 .140 .067 22' -3" 23' -4" 24' -6" 26' -0" BOTH 24" o. c. 2C 6063 -T6 25 7.00 2.00 1.00 .200 .070 .200 .067 27' -0" 28'-4" 2 9' -8 " 3 SIDES © �4" 0.0. 3A 6063 - 16 25 2.82 2.00 .065 .055 .065 11' -9" 12' -3" 12 -11" 13 -8" 8 - 9" 9' 3'10' - 1" 11' - 1" VINYL DRIVE CLEAT OR 3B 6o63 -T6 25 3.00 2.00 .050 .050 .050 10 3.1 -2" 11. 8 ' - 7" 9' - 1" 9' - 7" 101 .023 ALUMINUM CLEAT 4A 6063 -06 25 4.00 2.00 .104 .050 111' -6" 15'-3" 16 -1" 17 -1" 11 -8" 12 -5" 13'-1" 14'-0" #10 x l" sus o 24° 0.C. EA. AC 4B 6063 -T6 25 6.00 2.00 .180 .ohs 22' -2" 23 -3' 24 -6' 26 -0" DO AC 4c 6063 - 16 25 7.00 2.00 .alo .060 27 - 6' 8 - 10" 3 - 3' 3 Do AC 4D 6063 -T6 25 7.00 2.00 .175 .2'0 ..060 .125 .078 30' -3' 31' -3" 33' -o" 35 -1" Do a. 5A 6063 -16 25 3.00 4.00 3.00 .088 .060 .08o 15 -6" 16 -2' 17 -1" 18 C 53 6o63 - T6 25 3.00 5.00 3.00 .094 .050 .094 18 - 7' 19 - 6' 20 - 6" 21 - 8" Ac AS 5c 6063 -16 25 3.00 6.00 3.00 .094 .060 .094 21' - 5' 22' -5' 2 3' -7" 2 5' -1" c 50 "6o63 -T6 25 3.2 6.6 3.00 .100 .055 .100 23 -7' 24 -8" 26 -0" 27' -7" ic 5E 6063 -T6 25 3.2o 6.65 3.20 .106 .066 .098 23 - 11' 25' 0 "25' - 10" 28 - 0" AS 5F 6063 - 06 25 3.00 7.00 3.00 .125 .066 .125 25 10'26 - 11" 28 - 5" 30 - 2" C 50 6063 25 3.3o 7.65 3.3o .115 .076 .098 27 - 3' 28 - 6' 30' 0 "31' - 11" As 52 6063 -T6 25 3.5o 7.7 3.20 .110 .073 .100 27 -10' 29 -1" 30 -8" 32 - 6" AC 5J 6063 -T6 25 4.0 8.00 4.00 .125 .070 .125 3 -7' 32, -1' 33' 8 "35' - 10" c 5E 6063 - 16 25 3.25 8.15 3.64 .116 .076 .106 29 6'30 - 11' 32 - 6" 34 - 6" As 5L 6063 -06 25 3. 8 .7 0 3.47 .120 .074 .108 31'-11' 33' 35' 37' - 3" AC 52 6063 -06 25 4. 9. 4.19 .135 .096 .12J 37' -0' 38' -8' 40' -8" 43 -3" FOR SPANS GREATER THAN AS 511 6063-16 25 4.5 10.00 4.00 .140 .096 .140 30' - 7' 40' - 3' 42' -6' 45 -2" 34 USE a" X 21" LAG SCREWS 0 5P 6063 -T6 25 4. 10.10 3.75 .133 .084 .117 37' 39' - 3' 41 - 3' 44 - IN JORDAN 1020 SHIELDS. AC 6A 6063-06 30 4.00 2.00 .064 .064 .064 11 12'-7' 15 - 3 " � - 1 " 8, - 5 " 8,_11' 9, - 8, 10'-7" GENIMAL NOTES 1. CONTRACTOR MUST, AT ALL TIMES, BE ABLE TO VERIFY ALLOY AND Ti :PER OF ALULlI1N1M BEING USED. 2. 6063 - ALUMINUM ALLOY BEAMS OSLO BEAR EXTRUDERS IDENTIFICATTON 'A1U( 5"1: FED 1 -PT. FROM 104011 END OF BEAN. FOLLOC'ING NARKS ARE APPROVED MARKS: BON 6063 -T6, LE 6 -T6 JALEX 6063 -16, and GP.E 6063 - T6. 3 . WHEN SC REEN I3 SPLT1""D T PURLINS DED 5 FR LUX - E B?.al 04 AR. 1 1. THIUPNESSE3 ARE IN INCHE YIELD S ARE IN KSI. PRINTS FOR BUILDING PERMTT PURPOSES ARE VALID UIILY "1211 '2111 ACTOAL FEII1T IS 30(0(00 1Y'3(0 011011105 OVER HIS ILIPRESST.D SEAL. .. THICKNESS OF .050" AND LESS ARE 013Ii.11::; GREATER ^."IQ!:. ^. IES H4V5 0002325/11 Or 10 .006 ". ALUMA SCREEN PANELS IINC. 2540 N.W. 38t COURT MIAMI. FLORIDA TYPICAL SCREEN ENCLOSURE DETAILS CARR SMITH Eh ASSOCIATES CONSULTING ENGINEERS MIAMI FLORIDA DRAIN.. 3 1965 6582 SHEEP 2 OF 3