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988 NE 93 St (15):CL Ct. Registered Architect and /or E nsint:ep Name artd address of licensed contractor Street and Number where work is to be done Permit No Disapproved (Signed) M AM Chairman Mcrnber Member ...... Council Approved NOTE: A charge of $1.00 will tlic Planning Board. A re- inspection fee of $1.00 will materials and /or workmanship. H U ES V LOS E BUEL<t•-n\lG 0E S'( 'CTiON DEPARTMENT. FRUCA IMN F• DLIILLANE FE' rQ 11T 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 atot. A copy of approved plans and specifications muse be kept at building during peegresc of t'te work. ... »... u U t PO •o Owners Name and Address ,I1 C N .28 Cary' ,:-r1'.t e cci.at s L LCO 1:'C o 71,1 T; o 5t:t: ,5 treet as e ;pa.27 Location and legal description of lot to be built on: Lot Block Subdivision ..... »� . »» 9t. is Le 9.3r.d. atrest : :iarr .hox': , State work to be done and purpose of building (by room) If5t ^11 ai.ur�iin.:er cccordiitrn .�s�:�Xa tir�.utt:.r noon .r'.as v.nd e''hite steel mesh on inside of one (1) owni:190 and for no other purpose. New Building Remodeling. Addition Repaira No. of Stories To be constructed of. hind of foundation Reef Oovering Estimated Total cost of improvements $ 7 Amount of Permit $. 7.0C Zone cubage required _Plan Cubage Distance to next nearest building Sin 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 • ` ,d) :i %' 0 6 e. T� � X 0 71_' 1 0 be sent to .. s � 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 '/Florida, Permanent Saa and has complied with the provisions thereof, and will require stmi!ar compliance from all contractors ''r; dub- contractors employe by him in the work to be performed under this permit; and will post or cause to be posted for inspection on t .e of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, 6'. /s yr'd t© be •`rforrnld under this permit, as are licensed by Miami Shoes Village. Remarks. STATE OF FLORIDA, p COUNTY OF DADE. ss Before me, the undersigned authority, a notngy public, duly authorized to administer oaths and take ac &nowledgments, 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 agree, and that all facts therein by him stated ere. true. Date...,. (Signed) �� 1 CC sl`:C !!'MANNING IDOARD Member Member Menthes' Date Disapproved Read, Sworn to and Subscribed befoee rate. Notary Public, State of Florida My Commissions Expires ATE be made foe staking earrectione oa chnnoas to a°tfs agsOcatian thee epp:rawa0 be charged vieen ouch es-ims,oectien 6e made netemegy by 6rrT cube to me well known, Date has been obtained from for inspetirn cc faulty Opening No. Size Style Proj. Conat. L0 81" :: 60" i. ccordi t n Shutter 60"1g A1umin;am 2. 0 :9 60" 90 ,0 60"1tth 19 3. 156" X 7297 il 19 72"lgth 9i 10 12.0" X 72" 79 79 72"lgth r. 5. 22 X 56" ' steel mesh 56 "lgth ,7 6. 18" X an f:ccordien Shutter 8L "lgth is 7. 1 8f9 X 1.8" i, ,i 1.8"l 77 80 81." X 60:: ,i 17 60 "lgth 9, 9. V1 t, Xs 1 3" i^ 99 b "l 99 100 L8 X 1 81: 9 ^, If 1, 8 "lgth 77 11. 81" X 1!.8" t9 it L8 1• Owners Contractors lo. C. C. , LJ 968 b.. 93rd .,trF et i:�3mZ ,Shores, i lorida. PROJECS41 SCHEIE iflIJE HEIGHT ABOVE THE GROUND (IN FRET) MAXI AILOIABLE PROJECTION 0' TO 5' 14' - 1" 5' TO 15' 13' - 2" 15' TO 25' 12' - 4" 25' TO 35' 11'' - 10" 35' TO 55' 11' - 5" 55' TO 75' 11' - 0" 75' TO 100' 10' ' - 8" 100' TO 150' 10' - 4" 150' TO 250' 9' - 1.11" PROJEC OU TN 05- 401.0: 6 10 " - 45° .250" SECTION B -B 7 -4- 45 3.500" i L. .062" LOCK PIN ALLOY 6063 -T5 (TOPS $ /1 E L E V A T I O N 2.461" .050" ° L.062" )) '.317" 1.461" 450 LOCK LOUVRE ALLOY= 6063 -T5 2.193" CO .197" / 10 O 1O a A - Y a Y C 1.210" I 370" .062" ` 45 .062" 450 F .100" 4 0.985" `i � 0.985" FRAME END ALLOY -- 6063 -15 TRAM R SECTION C -C NYLON STOP .380" SPACES @ 16" O.C. do 10" n 1T 1.562" @ 16" O.C. SNAP-IN CHANNEL ALLOY 6063 -15 PM1: EIU) .625" r LY 450" 200" .370'• IT 170" PLATE NYLON BEARING .50 0" .100" .050" .060" SELF MATING LOUVRE BLADE ALLOY 6063 -T5 1/4" ALUM. BOLTS 0 12" 0.C. 10" MAX. ALLOY 2024 -T4 (01) 3/16" 1/4" X 2" LAG EOLTS 0 16" 0.C. 150 RIVETS @ 12" 0.C. 1/4" X 2" SS 101100R J01D5 0103 A::CH03 C3 CQUIVALIT ALLOY 2024 -T4 BOLTS @ 16" C/C REQUIRED SAFE [103511:1 WSD 7000 EACH WASHER (TYPICAL ALL SIDES, TOP 6 BOTTOM) 10 MAX. 1/4" X 2" S.S. ANCHOR BOLTS @ 16" C/C W/WASHERS 1/4" RIVETS @ 6" C/C ?METING ANGIE 010 SMS @ EA. END @ TRACK NYLON NYL0.1 STOP LOCK CATCH ALLOY 6063 -15 t - .055" TRACK 1/4" RIVETS @ 6" C/C SECTION A -A r 1/4" X 2" SS ANCHOR BOLTS @ 16" C/C 3" MEL. ~ 1/4" X 2" S.S. ANCHOR BOLTS W/HASHEHS @ 16" C/C SECTION A -A (Alternate) 3.500" 6 .125" .500' .209" 2.885" TOP AND BOTTOM TRACK ALIOY°6063 -15 - SNAP -IN CHANNEL NYLON BEARING 1 WASHER 1'.01115110 A\E } MOUNTING ANGLE ALLOY = 6063 -15 2.000" .500" .385' .312" 1.562" I s --- a - .135" 125" %I • 1 . 615.. IWO= .125" 1 200" 3" MIN. ll PLASTIC EXPANSION SHIELD GENERAL NOTES DESIGN CRITERIA: LIVE LOADS ARE IN ACCORDANCE RITR SECTION 2306.2 OP THE SOUTH FLORIDA BUILDING CODE. TEST LOAD COSIICTIC! DNFLCCTI0:1: MAIN MIXERS L /180 SECONDARY MEMBERS L /80 RECOVERY FROM TEST LAM 805 1) THIS STORM PAI1L IS D040115ED IN ACCORDARCE WITH THE METRO- POLITAN DARE COUNTY BUILDING 6 ZONING DEPT. POLICY DATED 7- 20-62, BASED Ill THE SOUTH FLORIDA BUILDING CODE. 2) PRINTS ARE VALID FOR BUILDING DEPT. PURPOSES ONLY WHEN SIGNED BY THE ENGINEER OVER HIS SEAL. 3) ALL BOLTS 6 NUTS 6 WASHERS SHALL BE STAINLESS STEEL. •RIVETS SHALL BE ALUMINUM ALLOY 2024 -54. 4) DESIGN CRITERIA FOR ALUMINUM - MINIMUM MECHANICAL PROPERTIES AND SAFETY FACTORS ARE DI ACCORDANCE WITH THE "ALUMINUM ASSOCIATION COSSTRLT'TIM MANUAL ", 1967 EDTTI011. 5) ALUMINUM SURFACES ARE TO BE PLACED IN CQNTACT WITH STEEL SHALL BE GIVEN ORE COAT OF ZINC MAGNATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TT-P -645, OR TIE EQUIVALENT. 6) NO CADMIUM PLATED FASTENERS PERMITTED. 7) 110511:RY At:CH02S SHALL BE 1/4"X 2" LAG BOLTS III J03DAII 0103 PLASTIC ANCHOR. JALCO, INC. 741 N.V. 54TH Street Mlo1, Florida 1.5 TIMMS LIVE LOAM 3.0 TIMMS LIVE LAM DAC- / 2 /71IDRAWN GB..IOflIIONECSICH0CN Fua NO. CONTRACTOR CHALL VERIFY ALL DINR1'" IOICR AT CITE 0110.,1 PROC1EDINO WITH WORK 7010 8 JALCO 0000551014 STORM SHUTTER CARR SMITH & ASSOCIATES, INC. CONSULTING ENGINEERS CORAL OA0LCa FLORIDA OH14T NO. 1 of!