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SCREEN ENCLOSUREName and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. Permit No Disapproved (Signed) Council Approved ss. 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. Owner's Name and Address.___ A - l e o 5 /2 E1_____r to E— No 10 Street___NF- 7 ST. Registered Architect and /or Engineer e. 4- 5 AA] 1 414 !1_x,4- g'c E- ... Ale/ Location and legal description of lot to be built on: Lot /01(J Block Subdivision 11 e /vh_ J) Street and Number where work is to be done IC A� 7 5 i-d State work to be done and purpose of building (by floors) lief /S_2 44 .4 a.l ScR_ ;Ezei 0 . -sy- -ie -- and for no other purpose. New Building Remodeling Addition ✓ Repairs No. of Stories . To be constructed of_Xa ( 1 , Kind of foundation Roof Covering S c �l Estimated Total cost of improvements $ /V 0 0 a 0 0 Amount of Permit $ 1 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 I4/ -S'c�_G.. - _ ReAle f ,ate _ �' �i A/W Te c- T 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ���� Remarks ( Signed )... Z'". ...E./11.#446 Before 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 stated are true. Date '• - -e,Lv Date Building Inspe Date _t_l_r°. !02 65 Read, Sworn to and Subscribed before me. ,19 Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member _ _ Member Date Disapproved Date NOTE: A charge of $1.00 will be made for staking 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. c ' ptrrttlO utikagikiz 113 � jr tae Ail rs uiitria r r" t huil A �'�`', • t, p y i Ic Ate,i j , A l { = cit w};.�K a z; e! yet ftsr t eo ic:: Syr �7. c tt�c_4 roof 4 i m +s— 2" X 2" X1/8" ANGLE 1/8" BENT PLATE USED ONLY WITH TYPE 6 COLUMNS EXTRUSION TnCKNEESO -.. •040' IEEE. TYPICAL COLUMN COINIECTION ( "I" BEAM) AND ROOF CABIN 00000CTION ( "I" AND BOX) FACCIA,. OVERHANG, AND WALL FASTENERS EXTRUSION _THICKNESS: . o55 ° z _, 2° KEYLOCK NAVE AND CORNER DETAIL ALUMA SCREEN PANELS, INC. 2540 N.W. 38th COURT MIAMI FLORIDA 2 -1" RIVETS OR THRUBOLTS USE 2 X 2 X 1/8" ANGLE WITH TYPE 0 3 & 4 COLULRIS TYPICAL 001,E N CONNECTION BOX BEAM THICK, MIN. TYPICAL INTERMEDIATE ROOF PANEL CABLE IN A BOX BEAM O 023" B. F. GOODRICH VINYL GEON #8700A W/1IN. MECH. PROP. AS GUARANTEED BY B. F. /�•Z� GOODRICH OR EIUIVi.LEI1T• o }" x " LAG SCREW EA. SIDE. FOR BEAMS " & LARGER USN 2 LAGS # COIPTINUOUS EA. SIDE. III CONC. USE JORDAN 1020 SHEILDS. TYPICAL FASCIA TO BEAM CONNECTION ( "I" AND BOX) SEE S ATE CORNER CABLE DETAIL COLUMN P. a MIAMI ALTERNATE RAVE AND CORNER DETAIL ALL EYEBOLTS 5/ x 3{r" 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 2 NICEOPRESS OVAL CABIE SLEEVES MIN. USE 18.2.4 5/16" X 23,x" LAO SCREW 8° CABLE USE Imo JORDAN 1035 SHIELD -M WITH WASHER' • MBLE. i 1' 4 "X13/4 " 1/8" CHANNEL }" TFDIUBOLTS H 8' 11 9' 10' 2" CABLE BREAKING STRESS •1200 WALL CABLE SCIO:DULE P003001I0 _ ©fit•© mum in CABLE BREAKING STRESS c 1800# 1 1/8" 8' 11' 12 PROJEC TYPICAL FOOTING COLU0T1 SECTION TYPICAL SCREEN ENCLOSURE DETAILS CARR SMITH 91 ASSOCIATES CONSULTING ENGINEERS 2 "x2 "x1/8" ANGLE b' LONG TYPICAL WALL CABLE 0011NECTION "I" AND BOX BEAMS 2 1 2 1 2 3 IONS 8' T OR IESS CABL:: I11T: 2 3 1 ROOF 01 EACH D 2- }" X 2}" LAO SCREW IN JORDAN 1020 SHIELDS DESIGII CRITERIA: DESIGN TEST LOADS ROOF WALLS 7.0 PSP 10;5 PSF FASTENERS: 3 X ULTIMATE SIDE WALLS 13.0 19.5 STRENGTH ALUMINUM BEAMS: MAX. DEFLECTION 8 DESIGII LOAD L/80 MIN. RECOVERY FROM TEST LOAD Co% EXPOSED FASTENERS SHALL HE NON- MAGNETIC STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4. NON- EXPOSED FASTENERS MAY BE OF MAGNETIC STAINLESS STEEL. CABLE HARDWEAR MAY BE H0T- DIPPED GALVANIZED STEEL. ALL SCREWS UNLESS OTHERWISE NOTED ARE #10 X }" STAINLESS STEEL SYS. ALL BOLES UNLESS OTHERWISE NOTED ARE }" X 21" ALUMINUM, CAP - HEADED HEX THRUB0101 OF ALLOY 2024 -T4. ALL ANGLES UNLESS OTHERWISE NOTED ARE 2" X 4 X 1/8". SCREEN ENCLOSURES WITH TWO OR MORE FREE- STANDING CORNERS REQUIRE WIND BRACE - ING: WALL CABLES PEEL SCHEDULE AND ROOF CABIES AS REQUIRED BY ENGINEER. ROOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL 60% OR GREATER OPEN. THE ADDITION OF SOLID R00FING OR SIDING SHALL REQUIRE ENGINEERS APPROVAL. LATCHES ON D00RS OF SWIMMING -POOL ENCLOSURES SHALL BE 66" ABOVE THE THRESH - HOLD, SHALL BE SELF- IATCHING,'SELF- LOCX111G 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 WRE7 T'EE ACTUAL PRINT IS SIGHED BY TEE ENNINffit OVER HIS IMPRESSED SEAL. RIVETS ARE .250" f SELF ExPANDING US 1690# IN SHEAR. SCREWS FAY BE USED IN SHEAR. TOP FLAO3E AND WEBB OF BEAMS 100T TO BE CUT YORE THAN 4" FROM FASCIA THEN GUTTERS ARP. INSTALLED. FLORIDA DRAWN: OK & DS DATE; JULY 196. Pi gar t SEEM I OF 3 TYPICAL CHAIR RAIL 1 x 3" x 2 "x 1/16" COLUMN COVER TYPICAL COMM C0111ECTION BOX BEAM \ CHAIR RAIL SECURED TO COLUIDI SY 2 #10 X 1}" © me. TYPICAL INTERMEDIATE ROOF �WSL CARTE ( "I" BEAM) TECO TYPE "0" CONNECTOR a 21. JOIST. TECO TYPE B COINIECTOL ALTERNATE FASCIA CONNECTION 4-#10 x }■ s0s 1 -9( z 1 -3/4' LONG x THICK CHANNEL 2 3 3 REVISED 10/18/65 EOM & CORNER DREAM. M a 4 2 N E TYPE 1A I m4-41- � 2a N 4s— H (` 'I 1 II 11 T k IY- II :IT 2 - - II C 11 rMM t H11 I -- o I .1 H T2 ---_. M F 9 1 N H ,..— i 1 4 a — 4 .4 T 2 ' �- 0 �- 12- re: E .'' - 4 -- (I11� 11 - 4-USE ' CLIP T2 4 EITHER CONNECTION M E I1 Y - B B I-.--- B_ I 1 A 1 B TYPE 1B __ TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 BEAM AND COLUMN SCHEDULE IDENTIFICATION 011380SION5 1:AX. BEAN SPANS C.C. MAX. C OLUTIN SPANS C.C. REMARKS COLUMN MARK ALLAY Y.S. A B 0 T1 T2 T3 T4 8 -0" 7 -0" 6 -0" 5 -0" 8' -0" 7 -0" 6 5 - 0" lA 6063 -T5 16 1.00 2.00 .00 .040 SECOEFARY 1.C-.i.DIR 115.E AT CCRI:ERS (ELY USE AS OTHEF. DUN SECONDARY 1B 6063 -15 25 2.00 2.00 .040 .040 7' - o" 8 - o" 8' - 0" 8 - 0" U AT CCTV-RS OILY .ELMER RE LITRES ENG L412BS APPROVAL 3"1' 2A 6063 - 16 25 4.00 2.00 1.00 .064 .064 .064 .067 14' - 2" 11.1' - 10'15' - 8" 16' - 5" 11' - 2" 13' - 1" THRLM0LT5 20" o.c. 2B 6063 -T6 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" 29'_8" 31'_6" SIDES 6 24" o.c. 3A 6063 -T6 25 2.82 2.00 .065 .055 .065 11' -9" 12 -3" 32' -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 10 11' -2" 11'-9" 12 -6" 8' -7" 9' -1" 91 -7" 10'-2" .023 ALIfl4INULl CLEAT 4A 6o63 -T6 25 4.00 2.00 .104 .050 14' -6" 15' -3" 16 17 11 -8" 12' -5" 13' -1" 14' -0" #10 x r SMS 6 24 o.c. EA. AC 4B 6063 -16 25 6.00 2.00 .180 .060 22 -2" 23 -3' 24 -6" 26 -0" DO AC 4c 6o63 -T6 25 7.00 2.00 .2''0 .060 27' 6 "28' - 10" 30 - 3" 32 - 2" DO AC 4D 6063 -T6 25 7.00 2.00 .175 .2'0 ..060 .125 . 3 - 3" 3 33' 35' DO IL 5A 6063 - T6 25 3.00 4.00 3.00 .088 .060 .080 15' -6" 16' -2' 17 -1" 18 -2" C 5B 6063 -T6 25 3.00 5.00 3.00 .094 .05o .094 18' -7" 19 -6' 20' -6" 21' -8" A 5C 6063 -16 25 3.00 6.00 3.00 .094 .060 .094 21' -5' 22' -5' 23'-7" 25'-1" c 5D '6063 - 16 25 3.2 6.6 3.00 .100 .055 .10o 23 24' -8' 26 -o" 27' -7" Lc 5E 6063 -16 25 3.2o 6.65 3.20 .106 .066 .098 23 - 11" 25' o "25' - 10" 28 - 0" AS 5F 6063 -16 25 3.00 7.00 3.00 .125 .o66 .125 25 10"26 -11' 21 ' -5" 30 -2" 0 5G 6063 -16 25 3.30 7.65 3.30 .115 .076 .098 27' -3' 28 -6' 30'- 0"31' -11" AS 58 6063 - 16 25 3.50 7.7 3. .110 .073 .100 27 -10' 29' -1' 30' -8" 32 -6" AC 5J 6063-16 25 4.00 8.00 4.00 .125 .070 .125 30'-7' 3 33'- 8`35'_10" c 5K 6o63 -T6 25 3.25 8.15 3.64 .u6 .076 .106 29 32 34'_6" AS 5L 6063 - 16 25 3. 8.70 3.47 .120 .074 .108 31' -11' 33'-5' 35'-l' 37' -3" AC 511 6063 -16 25 4. 9. 4.19 .135 .096 .123 37' 38' - 8' 40' - 8' 43' - 3" POR SPANS GREATER THAN AS 5N 6063 -16 25 4.50 10.00 4.00 .140 .096 . 3 - 7' 40' - 3' 42' - 6' 45' - 2" 34' USE x" X 2}" LAG SCREWS C 5P 6063 - T6 25 4.25 10.10 3.75 .133 .084 .117 37' - 39' -3' 41' -3' 44' -o" 111 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 1. CONDIACTOR MUST, AT ALL TIMES, BE ABLE TO VERIFY ALLOY AND '"E'PER OF ALUMINUM BEING USED. 2. 6063 - ALUMINUM ALLOY BEAMS WILL BEAR EXTRUDERS IDENTIFICATION 'AnK .:4: FED 1 -FT. FRO:' F-1Ci1 END CF BEAM.'. FCL O`:'IMG MARKS ARE APPROVED MARKS: BON 606 -T6, 63 - T6, JL,EX 60 63 -06, and GAE 6063 - T6. 1 1!:AN. 3. WHEN SCREE:: IS SPT,TFRD TO PURLTNS DEDUCT 54FR ' .' :E AX i' 0 0 A 4 TH]CIIIESSES ARE R] INCHES, YIELD S 2142 I11 'SI. 55 PRINTS FOR BUILDING PER:.:TT PURP000I ARE VALID idlLi IOM' 1332 AC?VAL !'112T IS ,,IJ:=_D 3Y 32 E::GI1E1$ OVER HIS IL.YRES3ID SEAL. 6 THICK OF .0 AND LESS 122 4101:11: GI4EATER :`IC:: ^.. E S HAV1 T r.oRA:. OF = .006 ". ALUMA SCREEN !PAHES [INC. 2540 N.W. 38th COURT MIAMI, FLORIDA TYPICAL SCREEN ENCLOSURE DETAILS CARR SMITH 81 ASSOCIATES CONSULTING ENGINEERS MIAMI FLORIDA DFilffil. DS To mr. JULY 196, 6582 SHFET 2 OF 3 r Owner's Name and Address..... f�..-�_`.r. _. s x _.?!'4 Registered Architect and /or Engineer Name and address of licensed contractor_I f' i f _L _.f n-. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done f `` I\ 1 State work to be done and purpose of building (by floor)) ' New Building To be constructed of Estimated Total cost of ss. Chainnan Member Member ...... Council Approved Date 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 14 . r F f I_ ' - - --- No 't .» ) Amount of permit $ Plan Cubage Size of Building Lot J : PLANNING BOARD DATE , , 19.,K__ Street____ i 4) , .. ,. and for no other purpose. Remodeling Additions Repairs No. of Stories ._..® Kind of foundation Roof Covering _ improvements $ � Zone cubage required Distance to next nearest building Maximum live load to be bdrne 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 pennit 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ,. s a K - / - - s„ a . _ Remarks (:- (Signed) Signed).... A OF FLORIDA, 1 COUNTY OF DADE. Notary Public, State of Florida 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 stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires Member Member Member 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. . EtQr Pe.,,,, Q04, F &'e ,®0 # HIS LICENSE KEEP THIS LICENSE EXHIBITED AT YOU CONSPICUOUS PLACE ESTABLISHMENT NT O PLACE OF BUSINESS USED FOR FAILURE TO KEEP _ Village THIS LICENSE EXPIhS In consideration of the sum of Paid to Miami Shores Village, Dade County, State of Florida, • .)♦ 1 is hereby licensed to engage in or operate the business of MSV /19 N t-<3 F1. N? 3135 ollars MIAMI SHORES VILLAGE, FLORIDA By THIS LICENSE NOT TRANSFERABLE WITHOUT THE APPROVAL OF —� Date Issued APC 6 a; =tom- `THE VILLAGE II