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1259 NE 98 St (4)MIAMI SHORES VILLAGE �� a6- BUILDING INSPECTION DEPARTMENT IL/ 5 — '/6 APPLICATION FOR BUILDING PERMIT 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 the work. Owner's Name and Address kg. acm . No. / ■Street we ',SA N �I a / 2EViLI� ar N4:6 o�GAT� k Name and address of licensed contractor tOLL n F` J Ill j� ", • co .0 • G O% 4.i Q' Z F ' ` i b i ,Ct i . L* Registered Architect and/or Engineer Location and legal description of lot to be built on: Lot / 1 `! a44 'h,t� J Block Subdivision � // .te s 1' #,C ' 7 Street and Number where work is to be done 12 CGS Qi.e. alf, t-T. State work to be done and purpose of building (by floors). state exterior colors {submit samples) 1d o o V �� ����'� l l t e _ w l L La, Q , J 'L . e a J a m t I l* 9 0. t l o 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 $ 11)s 0 • o Amount of Permit $ Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to Remarks (Signed) Permit No. Disapproved (Signed) vi 1q 1 Date Date Plan Cub age Size of Building Lot STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared Read, Sworn to and Subscribed before me. 1 Notary Public, State of Florida Date 1 .3p1+- . •6 1 f &oN 9 "4- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an em loyer Labor and a Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has com.: . with prow' ions there , and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under thi t: a will p t or cause4 be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agree . ploy y suc ubcontrs, on work to be performed under this permit, as are licensed by Miami Shores Village. 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. Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. 1 •I I r i•zsi ravel L „ 5 -. j ; 1-- it s' J1 r - 1 ?. h erb r IS ,1 1c „ 1 1 1S J I Ford Land Surveyors, Inc. land panning subdivision and mortgage surveys LE 8000 N.W. 31 SI.. Su11. 7, Mlaml, Florida 33122 ct8••\ FOR: JONATHON and 'TERRI ROSE Order No. 61056 Field Book. Scale. A -70 -20 fin- 20 I SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT. The sketch as shown represents a recent BOUNDARY SURVEY made under my direction In compliance with the minimum technical standards for Land Surveys In the State of Florida, pursuant to chapter 21 -HH-6 Florida Administrative Code, and Is true and correct to the best of my knowledge and bell FORD LAND SURVEYORS, INC. L T. 1 Date 4 - — 988 •mar Armenteros, President 6'. [� f 1`_' Rev.: Reg. Land Surveyor 13679 : ' r Rev.: State of Florida. CERTIFIED TO: OCEAN MARK FEDERAL SAVINGS & LOAN. LEGAL DESCRIPTION: Lot ' 14 , Block 2, EARLETON SHORES, according to the plat thereof as recorded In Plat Book 43 at Page 80 of the Public Records of Dade ,. County, Florida. Flood Zone. Address. '3 N.E. 98th Street w. eroac.,w, - coaseT st..ATE tN ..oz c & sse. I" _ Ise I 't' 4ys Ivz 45e. Z !•se.5 L" 1 er. z' /z 9 Y_ i �_ �I��� , e Am:6W. 6/Ik rrEG L DETAIL 5 9fsi 1.ICn slom. Lsa 4.s. cs■a■ 4 ANc e DETAIL 3 DETAIL 7 DETAIL I CABLE DETAILS r IsAsoner 1.2 2•{+v nlco S.r■r_ 3/3 :a 5 5 . GAOLS 'IO SnS (.1i, ) BEYI W/ STRAP DETAIL X 'AS:. oft MASONRY —\ J \4 AK \ \■\\ 1f \ I' S.nrs gl I) T. t �cf wL 3/32' $ SS CABLES - MIN BREAKING STRENGTH • 1200 LBS . R DETAIL 2 DETAIL 6 ' DETAIL 8 DETAIL 4 NTS pi' ell ro ACET Jexr CCA.•• Jg II L,Ili ATf.A.t11CV ' A i E + Y nLO 5 LTYP�P e W� Bw+. HOW rasTa.iee SPAUl.,y ' TT► 5s• 61412 GP :;w DOME ti TYPICAL PLAN 129 A.+UM 4.e6E1 ?LAT --7\ y L�t C>tVIL 0 PERSPECTIVES Z'tz' " 2• r O 0-- e-6-r -1-1P l rt11 L- T'I ID �") JF A11 SPLICE Cole GA IL MANSARD 0 \ 'r / V /o s Ann S ,c ai 1.1E41 O \ / BOLT• 19 AL MT? 0 O / EA. sivHOF_JOIN'T) r d � / © / / .( / DOME TYP. ELEVATION DC -TAI • LE p Ne OZie ll 1Rle uws 45' 40' SS"' 30° 25' 1a 4'- o■ 4'•IO' (o' - 11 • TYP. WIND BRACING DETAILS FOR MAX HEIGHT 8' -0" ( FOR OTHER HEIGHTS SEE CABLE SCHEDULE ) FLAT . TYP. ELE\ATION EMMEN LIM NM MIME I v,.'.UT.1ED PLJ -iN DETAIL-- MsNS4ZD PIXJF NP 9 10 SYS TVA 0 Det.II %oss' TYP. COLUMN 9 .BEAM DETAIL ENE oerAIL - 4 e (x'AI,, Z O z N I In FLAT 4/7/38 MANSARD TYP. ELEVATION seen ec,JLC or DLEs mi 7 t D �I 1 iontvrg no 1 87 -68 � a Z ;1 THESE PLANS ARE APPROVED FOR ISSUANCE OF A BWLDBWG PERMIT ° � ZONING BELOW. COMPLIED I q Date • W TH NO VARIANCES ■WITH VAP,IANCE(S) LISTED BN "RER�ARItS R!O OTHER DEVlATIO "S FROM THE MIAMI SHORES BUILDING AND ORDINANCES WILL BE PERMITTED. UNLESS SPECIFICALLY LISTED ALL OTHER APPLICABLE STATE AND COUNTY LAWS MUST BE WITH 8Y ALL PARTIES. Au ho t'ed Signature - -- - FIR E DEPARTP:9EfdT � - FUEL IC WORKS POLICE DEPART? ;ENT BUILDING DIRECTOR e I l' PLANNING & ZOt G BO :.:• IHLLAGE COUNCIL APPROVAL 1 PRELIMINARY: FdMAU ' REMAR6IS: i MPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & S B CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD- ! G REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. FASTENING SCHEDULE DESCRIPTION FASTENER TO e.DLd' i 51FIDx 4l " 5 AtS Gal Gal AIe. BAIL To ;..CL • ZIPIG K -'+' 5A5 51 L1. pLAA CL.IJ/9J 3#IOx '4" SAL Fr ig ' fA E.IIE, A \fd'eLL. el) ' . e D S �• ei r 8C1TOAN CAR.. TD (C. - ;11/14 4 50LT& L4- C.C. PZ BEAM SCHEDULE (FEET a INCHES) TYPE 335 4-56 4585 4 !0515 Co 555 755 1555 955 9555 h, 5 4 b ID '7 7 9 9 -- - hl 355 3 3se5 4 -5D 4055" 455 SIZE ICJ. 4- 4- 4 h2 h HEIGHT 6' - ' 10 • 14! -D' I (. ei' 2.5 - O' ,2.2 0 1.25 •Z3 0 1.Z5 1.L O. M'SMS in'.4e'sTw Seem AR "! CPIS BEAM BRACE DETAIL AT EACH PURLIN b Z SIZE la. - b 1 1 0.0 -I Z CABLE SCHEDULE SPAN / CABLE ' 110'- 10' C' " ' Le'- "• THICKNESS IJ. Ti 0.05' 0.01.2 0 •07Z 0.035 2.053 C.OI.z C•06z t NO. CABLES r T0, S u.S etc LADE T2 0.0 55 G•CI> 5.140 0.14-0 0.1 DISC G• IMO 0. 16.: t2 c.o -•055 0•:46& 0.06c C6t ., 7..Z TS 0.161 C., ti 0.1•ST THICKNESS 1 a • Ts CI0T O. ei 0.12121j,: 0AL..wl..►Tt Jo• Of 14C-C.= RL- 40114.0 A3 MC EoE: E.Aen Ar POW. Beet :A S c AT P • eV c 1. s.• C to MAX. BEAM CLEAR SPAN I SIO 4' -0" 4'- I I' .E) Z4'- Z Ml`s' I t Z" , -q+ 3Z' -z• 34 • -D il 1 - q l 4' - 0" 13' -4 IV- (n' 14,' -1' I Z'• (o' 5' -0" 10' - co I5' 1 8.5" ZZ'-(o' a 1 - 9 . zs' I l .30tI" e II 36' -l0' S'- 0" GT 0' IZ !o' ' IS' -5' 10'.0' Zs Zl z•'- s' ZC' -4' 54-6 6'-0" 10' -11 14- is.' 10' -10' 7' 0" •=1" 12'4.' Ile'- (o" ZO' -.q ° Z3'- 4' Z1- 1' eve- Z' 7'- 0" a - 0 .I I I'- Z " 10 -5' 13' -10 10' -4 1 B ' - 0 " IZ'- O' is."-I0 IAIL 1, L3' - 1' u = 4" Zh'•O" COLUMN SCHEDULE MAX COLUMN HEIGHT 8 -0" 9 e q' -11' 13' L ' l i t 1' 9'- lo' : e- ouln.Els 'wet p-IALI a -D " J r1elylJT 34ALL 5t CLAW e.^. -k To pit otAl* AT IkwIe1T IX 1d -e• "AK 5rak c,1►Ja otp.vee■ 04Air .s sllu.L of S e 'WALL C EiltwcsD IJ STeJ '., D eC.Lptitl S 6 ,EJu O /LON, rG.c 31 I1.114 CLAC.6 . SGG 'TAIL. 7 BEAM COLUMN CONNECTION BEAM COLUMN CONNECTION 0 2 X 2 2' I 2 4 PERIMETER MEMBER 'U' CLIP DETAIL D 2X2 . 053 n COMPONENT MEMBERS FACIA CONNECTION DETAIL 4. ALUMINA CMAILMIL. PORLINS. BOTTOM RAIL, HMS / PLATE. CORA COLUMNS AIM TOO►P ME PERITER IRA. SHALL SE A MIN. OF .1202' TWICE WITH NO MINUS TOLERANCE. 5. ALL EXPOSED FASTENERS SHALL BE NOR- MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT MU IMIIDrANE FASTENERS WHICH MY BE SOT•I ►FED GALT. STEEL. 6. ALL MASONRY ANCHORINE DEVICES SHALL SE MADE OF NON commeIVE METALLIC CONSTRUCTION OR MADE OF VIRGIN F.V.C. PLASTIC OR MTUTAL Of APPROVED BURMILITY. 7. BOLT A10 SCREW FASTENINGS THEIR M OPEN SECTIQQNW OF EXTRUSION INTO FAS OR ALM MIST HAVE A MEAD DIMETER OF 3/4" OA USE A WASHER OF AAA MIN. DIAMETER. s. ALL COLS. SHALL SL FASTENED TO REAMS OR STRUTS WITH FASTENER! OTHER THAN INTERIOR SCREWS. f. 6063 - AUMINOI ALLOY SCANS WILL SEAR EXTRA/. IDENTIFICATION HARK STAMPED ONE FOOT FROM EACH [N os FOLLOIINS ME APP4OVED MARNE: SON 6063 - T6. M - 63 - 1 1 6. A1 63 - 11. 10. IN ADDITION TO AN ! EATING COLUMNS. CLIP ANGLES ARE REQUIRED ON SIDE COLUMNS G .5' -O C -C MAX. 2 X 3 I1.' SLUE AND FOOTINGS BY OTHERS UNLESS OTHERS::[ NOTED. 12. LATCHES OM DOORS OF DOORS OF SWIMMING POOL ENCLOSURES SHALL BE S' -6' ABOVE THRESHOLD AND SMALL UE•SELF- LATCHING AND BEEP- LOCKING TYPE. 13. ALRMINRI STRAPS ANE 6063 -T6 ATTACHED TO BEM um 110.3115 B 24'. 2 B GC' LND OF STRAP. 14. MINIMA LUNSTW 0/ STM1S AND INSERTS TO BE 501 Or NAM SPAN AND PLACED IN CURER OF SPA/1.(w ARAI II 1 3. PERINEUM MUM "A" TO SE ALDlTIONALLY FASTENED U/2410 S.R.S. SACS PANEL. PERIMETER RM. B REQUIRES NO ADDITIONAL PASTURES!. IS. SECTTORE 1. 2N ME ALLOY 6063 -TS. AS} QnERE ARE ALLOT 6063 -T6. ALL CONNECTORS ANL ALUMINUM ALLOY 2 -T4 co E9UIU.. 17. MAXIMUM OVUHAIN FR4MCTION lSZ G FACIA THICKNESS OF 1 5/1" MIN. 2 X 2 2 X 2 11. ALL macaws SHALL 100 THE THICKNESS OF A FIN'IISNIMMATATERIAL IN APPLIED OVER THE SLAP. 19. THIS STRUCTURE HAS SEEN DESIGNED IN ACCORDANCE WITS: A. THE SOUTH FLORIDA BUILDING CODE, 1SZZEDITIOM. B. 193&EDITIOM OF THE STANDARD BUILDING CODE AS AMLNpoo AND RECdNENDED SY THE BUILDING C000 ADVISORY BOARD OP PAUL ' BEACH COUNTY, FLORIDA. 20. SERVICE DROP CONDUCTORS, ON OTHER OVERHEAD MIRING SMALL NOT BE INSTALLED MAP ANY PART OF ANY SCREEN ENCLOSURE. 21. ANY METALLIC ENCLOSURES 0ITNIN FIVE FEET OF THE INTLOIOR NALLS OF Ar,MIN0 POOLE SHALL SL ELECTRICALLY BONDED. 22. coNc. ANCHOR SHALL SE 1/4' OR 2 1/4' THUNDER SOLT OR LOWL. 13.. TNIS SCREEN ENCLOSURE SHALL BE ATTACHED AND SECURED TD PERMANENT STRUCTURE. • 24. FOR EACH PERMIT APPLICATION, THE NUMMI OF CABLES AND SIZE•OF FRONT CHORD PURLIN SHALL SE DETERMINED SY THE ENGINEER FOA_TNE LATERAL STABILITY. , • . 25.' Tol scitEN ENCLOSURE SHALL SL ATTACHED TO A MLLNI�1yN 01. 2" NOMINAL OL►TH IOW FACIA IN ACCORDANCE WITH.SFDL SECtON, 403 U III. • ••, • I a Yi'd.« 9 ♦ lu .'ii r Sic L.A� \ 11 T_ .,, 1. 2 ' S BS SNAP BEAM SNAP BEAM W/ STRAP Ire doted .1 El 2 X 3 FAOA CONNECTION DETAILS' 1 ar ;Se F - • : e /t�woo. � mutter ! Car . . BO ■ . z -0 e.J{ pz. *ea •e:at.t..../ I.oLlate rioJeaT'°Jsi i t 311P" Het Wallet 1 A• b • f •Z 1.2 ,.A aaT 71?. CAA,. « ; 41 «i 1i " . ' , -e •'s' els 7T' Como Fosc ‘‘0.OT N.T. S. 1•2 •/2.10. HMS,. Wont 2 :2 :15'3.no'pp.F. WIN .. W. .A • SKI.MMoot 1.1'0 .e Jj Oo.T b r*ac1* 1r EA neaf -1,9 •M. E•E•SItS10Dec.. 00 on loot • 1Yec L .Pood.I M C.'SA N.T.S L a't • Pr .4s NTS NSA.. boo e SLAP 14I.' (4126,01 11. A •" GONG. F16- • ., 1 N t . us *1 41 PO ..I N LF Me arF r ANCHORAGE 1. OEs111 LOAD: WALLS IN AND 01/T 13 PSI, ROOFS ID AIM scam 7 FLF. 2. SCRLENCLOTH OPENINGS TO RE 602 OR GREATER. 3. ALUNIMN SEAM AND mums SHALL 91 A NOR. OF 055" Tutu WITH TOLERANCE AS PER ALOMI NIM Assoc. TRUCTI011 IIAINNL. • • 1A': 0L' LA , 14 Z A T-P � . O.A. •oo* 1 . (jFNFRAL NOTES 4/7/88 "t 4 1 14 drtwrip no 87-68 orli_sc I dL TOLERANCES (EXCEP• AS DECIMAL. FRACTIONAL REVISIONS NO. 2 3 r- cQ , 6' DATE BY HK• DRAWN BY • SCALE DATE - r. • _ t • _• MATERIAL. DRAWING NO 0 N•Tr.4 _ers,f7 `PITsCNAL 195 _ E)(1 ST( (4 011.( E. at-DIY 12J--“D pet. 1 21 b' FQ 00 ANGULAR 4