Loading...
334 NE 99 St (18)MIAMI SHORESiV LLAGE BUILDING INSPECTION EEP4RTMENT 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. yy�/� �j Date T A . / y V j� S� , 19.i_,7 Owner's Name and Address__._ mis _ L WPO Cs . (JJ_l._ I':.7 € °i No. ,3 3.1 street.. 4 1. _Z Q 7 /� 11- Registered Architect and /or Engineer Name and address of licensed contractor___ 1PL� ____ _,_ ...5 id ?"••• "' Location and legal description of lot to be built on: t/J ' _ Lot_ * ,l G Block 4 Subdivision 1MM / gAlhRess C7 Street and Number where work is to be done S7 1 , 0 0 19. -,4--S ..__,,4_.r AzatQY_ State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / To be constructed of Kind of foundation CQNC lee -'4i Roof Covering 240.47 (J Estimated Total cost of improvements $ 2, 111.40 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 5968, 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 work to be performed under this permit, as are licensed by Miami Shores Village. Remarks — — (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, 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 stp�e© c � g I- r I /' Permit No f Date �j ___ Read, Sworn to and Subscribed before me. Disapproved(. �_ 1 D Notary Public, State of Florida (Signed) Chairman Member _____ Member . Council Approved Building Inspe r ANNING BOARD__ __ Member _Date Disapproved My Commission Expires_ ----- - - - - -- -DATE Member Member . 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. l L f a r 2 J- Application is hereby made for the approval of the detailed s t emLnt of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made n compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the Stat Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall b 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_ �: `"v v ° Ste`' Registered Architect and /or Engineer Name and address of licensed contractor MIAMI ''SHCpRES VILLAGE BUILDING INSPEC ON DEPARTMENT 1 APPLICATION FOR UILDING PERMIT e ✓- Sc. -2C.'� Date 2 v No. . 3 Location and legal description of lot to be built on: Lot S Block '' / Subdivision � l ' 4 X224 - Street and Number where work is to be done - 2 7 '-/ L 9 ` -- State work to be done and purpose of building (by floors) =:__? % 4 J c'fZ-C�:r! Street J J c- -�-� S and for no other purpose. Addition 17 Repairs No. of Stories Roof Covering Estimated Total cost of improvements $ 4" ° Amount of Permit $ 1 0 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: spection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such .ntra work to be performed under this permit, as are licensed by Miami Shores Village. Remarks -- -------- _ -._ -- -- __ -- _ (Signed). New Building Remodeling To be constructed of_t4 Kind of foundation Notary Public, State of Florida Chairman Member Member Member Member ___._ ._.. __ Member Council Approved Date Disapproved 0 -z c, — 7 ( c..o---r - - - - - -- -- --- -fit STATE OF FLORIDA, COUNTY OF DADE. f ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aclmowledgments, personally ap- peared to me well known, 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._ ... ___1__I_ ( Cms Date __ I - __. t �. 2 /. Read, Sworn to and Subscribed before me. Disapproved __ -_ _ __. . -- _ -- Data- --. (Signed) --- _.4- -' _ . _ � .. _� } Building Inspector My Commission Expires__ PLANNING BOARD __ . DATE 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 rnaterials and /or workmanship. !S' 1. 5r, Z Cable s ti r+• .e,p,v. Mlew war emabsAwwe ti *wee Viliage- 11, Architect Iblunicalta � all Abed builder aao • ����"'g �StVtiaaa whether fay pienibilag Maria. All reidwpe.J steel, aarailiti , electrical aud reef pot be essamilethr impectirs. /6 nr =1.40 Z x / l S % Lam = /•U ( Z )(Z)( 13 1 S.64, n„ =O.oas46s)(2)0.404) =9l 9 SCRE'N .99 GA T c 3J lc -4 ( f'/ihs7Le 5 5' t c_ L ENCLOSURE fc. ov ALUMA 3Ck EEN PANELS N W. 38.1 Ct. MIAMI 7 c (LFL wa s i2 Se,_.. e i t-GlZ.J 2" X 2" X1/8" ANGLE 1/8" BENT PLATE USED ONLY WITH TYPE 6 COLUMNS EXTRUSION TH�CXX228 M 040" I I1. TYPICAL COLUMN CONNECTION ( "I" BEAM) AND ROOF CABLE CONNECTION ( "I" AND BOX) FACBIA„ OVERHANG, AND NALL FASTENERS EXTRUSION _THICKNESS L • 055 " - L(EYLOCX HAVE AND COR?NRR DRTATT, ALUMA SCREEN PANELS, INC. 2540 N.W. 38th COURT MIAMI FLORIDA '2-1" RIVETS OR THRUBOI2S USE 2 X 2 X 1/8" 12008 WITH 'TYPE (:) & 4 COLUMNS TYPICAL COLUMN CONNECTION BOX BEAM TPICAL INTERMEDIATE ROOF PANEL CABLE IN A BOX BEAM O .023" B. F. GOODRICH VINYL OEON #8700A W/MIN MECH. PROP. AS GUARANTEED HY E. F. 2.-- GOODRICH OR EQUIVALENT. MIAMI ALTERNATE NAVE AND CORNEA DETAIL ALL EYEBOLTS 5/16" X 34" SHANK • WELDED EYE, MIN. BREAKING STRENGTH 2400# SEE COLUMN SECTION FOR ANCHOR DETAILS. 4° CONCRETE 8 "x8 TURNDOWN F00TING WITH 6" x 6" x 10/10 2E8a 0 4" X " LAG SCREW EA. SIDE. # 4 BAR FOR BEANS " & LARGER USE 2 LAOS CONTINUOUS EA. SIDE. IN CONC. USE JORDAN 1020 SHEILDS. TYPICAL FASCIA TO BEAM CONNECTION ( "I" AND BOX) 4" x 1 3/4" x 1/8" CHANNEL 4" THRUBOLTS H -' 8' 9" 10 11' 12 TYPICAL WALL CABLE CONNECTION "I" AND BOX BEAMS TYPICAL FOOTING COLUMN SECTION CARR SMITH 81 ASSOCIATES CONSULTING ENGINEERS 2 NICHOPRE88 OVAL CABLE SLEEVES MIN. 3/32" USE 2 18 -2-0 SIE ALTfiR1iATE CORNER CABLE DEAIL. 5/16 x 2)j LAG SCREW le" CABLE USE COLUMN P. 2 C8 .� INTO JORDAN 1035 SHIELD WITH WASRER MBLE. I ■tl 2- 4" x 24" LAG SCREW IN JORDAN J 1020 SHIELDS it iI 2" CABLE BREAKING STRESS • 3200 1/8" CABLE 12 FROJEITIONS B' FLORIDA 1 A LE$S TYPICAL SCREEN ENCLOSURE DETAILS LUTE: JULY BREAKING STRESS . 1800# 1 2 NN: OK k DS 1 X 3" X 2 ° X 1/16" COLUMN COVER TYPICAL COLUMN C0NEtt,TION BOX BEAM \ CO 382 X CHAIR R #10R 0 COLUMN BY 2� #10 x 1 TYPICAL CHAIR RAIL TYPICAL INTERMEDIATE R00P PANEL CAST$ ( "1" BEAM) TECO TYPE "8" CONNECTOR • EA. JOIST. 1-x(4" : 1 -3/4' :� LnNG : " TRICK CHANNEL TRCO TYPE B CONNECTOR ALTERNATE FASCIA 002280TIOE WALL CA • SCHEDULE IIIIIMMIERIMIEFLIIIIIFilt i11111EMINIIIIF-EEM © EMsi E ■E IMMEMMli■U 11.1.1.1 2 3 1 1 2 1 CABLE SN AO PROJECTION 4 x 4• sin 2 2 3 P IN 3ACH DIRECTION DESIGN CRITERIA: DESIGN TEST LOADS ROOF WALLS 7.0 PSF 10:5 PSF FASTENERS, 3 X ULTIMATE SIDE WALLS 13.0 19.5 STRENGTH ALUMINUM BEAMS: MAX, DEFLECTION 0 DESIGN LOAD L/80 MIN. RECOVERY FROM TEST LOAD 80% 28008ED FAST'1NERS SHALL BE NON- MAGNETIC STAINLESS STEEL OR ALUMINUM ALLOY 2024 -84. NON ■EXPOSED FASTENERS MAY BE OF MAGNETIC STA1A1883 STEEL. CABLE HARDWEAR MAY BE HOT. DIPPED GALVANIZED STEEL. ALL SCREWS UNLESS OTHERWISE NOTED ARE #10 X 4" STAINLESS STEEL EMS. ALL BOLTS UNLESS OTHERWISE NOTED ARE -4" X 24" ALUMINUM, CAP - HEADED HEX THRUB0I2! OF ALLOY 2024 -T4, ALL ANGLES UNLESS OTHERWISE NOTED ARE 2 XL° X 1/8". SCREEN ENCLOSURES WITH TWO OR MORE FREE - STANDING CORNERS REQUIRE WIND BRACE. DIG: WALL CABLES PER SCHEDULE AND ROOF CABLES AS REQUIRED BY ENGINEER. ROOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL 60% OR GREATER OPEN. THE ADDITION OF SOLID ROOFING OR SIDING SHALL REQUIRE 3802N88RS APPROVAL. LATCHES ON D00RS OF SWIMMI80 -POOL ENCLOSURES SHALL BE 66'" ABnVE TEE THRESH - HOLD, SHALL BE SELF- LATCHING,'BELF- LOC8INO 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 WHEN THE ACTUAL PRINT IS SIGNED BY IRE ENGINEER OVER HIS IMPRESSED SEAL. RIVETS ARE .250" F SELF EXPANDING US 1690# IN SHEAR. SCREWS 3&Y BE USED IN SHEAR. TOP FLANGE AND WEBS OF BEAMS NOT TO BE CUT MORE THAN 4 FROM FASCIA WHEN GUTTERS ARE INSTALLED. REVISED 10/18/65 RAVE k CORNER DETAIL C 1 I u 4 ____.1 1 .., 1, F' TYPE LA T 4-- a 1 1 T 2_J ICS F I yC o N cy F 1 I I F I I T�', -' II L - m _ I� I F T 2-- M E I�j -� 1J _. a O L. T 2 M Il -- -_ ;5103111 T 2 e EIT1iFIi P CONNECTION M F D I B - _ B B A l 18 TYPE 18 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 BEAM AND COLUMN SCHEDULE IDENTIFICATION DIMENSIONS MAX. BEAM SPANS C.C. MAX. COLUNN SPANS C.C. REMARKS COLUMN MARE ALLOY Y.S. A B 0 T1 T2 T3 14 8 7 61 5' -0" 81 7' - 0" 6 5 - 0" 18 6063 -T5 16 1.00 2.00 .040 .040 SEC011EARY 1B:LBER USE AT CCRNLRS CNLY USE AS OTHEF, IRA1! SECONDARY 113 6063 -T5 25 2.00 2.00 .040 .040 7 -0" 8' - 8 - o" 8 - o" UM AT CCRIRRS CNIY 7.D10ER RE"UIRES ENGD 0 S 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 "11'- 10'12 -2" 13 -1" THRUBOLTS 20" o.c. 2B 6063 - 16 25 6.00 2.00 1.00 .140 .062 .140 .067 22 -3" 2 3' - 4" 24' - 6" 26 - 0" BOTH 24" 0.c. 2C 6063 -16 25 7.00 2.00 1.00 .200 .070 .200 .067 27 -0" 28 -4" 29 -8" 31 - 6" SIDES 8 24" o.c. 3A 6063 -16 25 2.82 2.00 .065 .055 .065 11 -9" 12 -5" 12 -11" 13 -8" 8 -9" 9 3'10 - 1" 11 -1" VINYL DRIVE CLEAT OR 3B 6063 -T6 25 3.00 2.00 .050 .050 .050 101-8" 11 -2" 11 -9" 12' - 8 - 7" gild 9 - 7" 10'-2" .02j ALUMINUM CLEAT 4A 6063 -16 25 4.00 2.00 .104 .050 14'-6" 15' 16 - 1" 17 - 1" 11'-8" 12'-5" 13' 141 #10 x }" sMS a 24" 0.C. EA. AC 4B 6o63 -T6 25 6.00 2.00 .180 .06) 22 -2" 23 -3' 24' -6" 26 -0" D0 AC 4C 6063 - 16 25 7.00 2.00 .230 .060 27' 6 "28' - 10" 30 - 3" 32 - 2" DO AC 4D 6063 - 16 25 7.00 2.00 .175 .2'o ..060 .125 . 3 3 33' - 0" 35' - 1" DO ti 5A 6063 - 16 25 3.00 4.00 3.00 .088 .060 .080 15' - 6" 16 - 2' 17 - 1" 18 0 5B 6063 -16 25 3.00 5.00 3.00 .094 .050 .094 18' 19 -6' 20 -6" 21, -8" AS 5C 6063 - 16 25 3.00 6.00 3.00 .094 .060 .094 21 22 23 -7" 25' - 1" c 50 "6063 - 16 25 3.2 6.6 3.00 .100 .055 .100 23 -7" 24 -8' 26 -O" 27 -7" x 5E 6063 -16 25 3.20 6.65 3.20 .106 .066 .098 23 - 11" 25 0'25 - 10" 28 - 0" AS 5F 6063 - 16 25 3.00 7.00 3.00 .125 .066 .125 25 10 "26' - 11' 2 ' -5" 30' - 2" 0 50 6063 25 3.30 7.65 3.30 .115 .076 .098 27 - 3' 28 - 6' 30 0 "31' - 11" AS 5H 6063 -16 25 3.50 7.7 3.20 .110 .073 .100 27 -10" 29 -1' 30 -8" 32' -6" AC 52 6063 -T6 25 4.00 8.00 4.00 .125 .070 .125 3 3 33'- 8 "35' -10" 0 58 6063 25 3.25 8.15 8.70 3.64 3.47 .116 .120 .076 .074 .106 .108 29' 6 "30' - 11' 31' -11' 33' - 5' 3 2 ' -6" 35' -1' 34'-6" 37, -3" AS AC 5L 6063-T6 25 3.85 58 6063 - T6 25 4. 9. 4.19 .135 .096 .120 37' 3S' 4 43' - 3" FOR SPANS GREATER THAN AS 5N 6063 - 25 4.50 10.00 4.00 .140 .096 .140 3C' - 7' 4 42' - 6" 45' - 2" 34' USE ;" x 21" LAG SCREWS C 5P 6063 -16 25 4. 10.10 3.75 .133 .084 .117 37' - 6' 39' - 3' 41' - 3" 44' -0" IN JORDAN 1020 SHIELDS. AC 6A 6063 -16 30 4.00 2.00 .064 .064 .064 11 -11' 12 -7' 13 -3" 14 -1" 8' - 5" 8 - 11' 9 - 8" 10' - 7" GENERAL NOTES e/ � 1. CONTRACTOR MUST, AT ALL TIMES, BE ABLE TO VERIFY ALLOY AND n :PER OF ALUMINUM BEING USED. 2. 6063 -T6 ALUMINUM ALLOY BEAMS WILL BEAR EXTRUDERS IDENTIFICATTON ''ARK : 7.1: FED 1 -FT. FR01' 7.1173 END GE HEAL.. FOLLO':'ING MARKS ARE APPROVED MARKS: BON 60 1E 6T6, JALEX 6063 -T6, and GAO 6063 - T6. j . 81182 SCREET IS SPLTN"'D TO PURLINS DEDUCT 5 F R O MAX - i' 'AM S!AN. 1; THY:II ARE 1R INCHES, YIELD S AR IN ISI. 5. PRINTS FOR BII1LDIN0 PERMIT PURPOSES ARE VALID I F&:11 ;14: TUAL P. L1T IJ dLC°_ D DY T 113.1172 OVER HIS IRPRESSED SEAL. 6. THICK OP . 050" AND LESS 818 1.:I213.01; G REATER LY T' 1011 �. ES AC 1LOV1 T :.cE of - .006 ". 111 1 ALUMA SCREEN PANELS INC. 2540 N.W. 38th COURT MIAMI FLORIDA TYPICAL SCREEN ENCLOSURE DETAILS CARR SMITH & ASSOCIATES CONSULTING ENGINEERS MIAMI FLORIDA 2! rtyY S 196 " pr 6582 SHEET 2 OF 3