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940 NE 95 St (2)escription Of.L.6C f3R.IVVVAY iip or> Neu) t,6rc3b' ,', N e G 4 e ft (6 POP. .6-0• 1416 H rvc6 -0"o.c. rog 3 Slici 11 reve..e (vo00 0606.: CO. hPPeOve.t) 1- tito • - 0 - ir re) FENCE 0 e.Th I L. 5Ght-C• r GENERAL NOTES: 1. All grass end organic material shall be romoved from driveway site and disposed of In an approved manner. 2. Undisturbed aoll shall be machine compacted to insure a suitable base for the concrete. 3. Concrete hall have a minimum compressive strength, in 20 days, of 3000 p.4.1.. 4. Steel reinforcement for driveway ehell be a minimum of 6 6 x $6 welded wire mesh. Overlap edges at least 12'. 5. Driveway thickness ,hall be a minimum of 4'. 6. Control Joints shall bo placed every 15' or less across driveway. Steel reinforcement le to be continuous thru these Joints. 1. Expansion joints are to placed as shown on drawing or every 60'. Joint material to be 3/4' thick preformed material. 0. Driveway is to have a hatd machine finish. 9. Driveway is to drain into grass. There Is to be no ponding . or drainage towards or Into garage. 10. Driveway will (0.110;4 general contour of existina ground, but will remain et ieeet 2' above ground In ell area's except at West entrance. Oroupd at this location shall be reehapad tc allow Proper drivaWaY drainage. dE": vs.c.c, drawri checked cONC f • Poo ri (rY19 9 • - G4TE DE1 2 2 G \‘ C. ON C FE E 1.)/E)e co. t-JPP9.0v61.) 0" 6; Al _ EXISTING / G _WAGE // co /EXI5 TING rkE E 5 r:Y F RANI E i x ) it' r w e oo l p o Poors Gi 240 4." 4 - - - F X - r I f\16 MR. FRANK F. HEGEDUS 940 N.E. 95th STREET MIAMI SHORES. FL. 33138 A11 A. al+ • 1-4 0-r woof:, UL? rata 1 IST PE NCES 61460_ tiAile: t-i • friee• OF taco rN F3 N r•4 al • ooe /5PPP.OV60 0" F e is C • ti-t^v c.-ty -- 1 ----4- ) 4 7- t--1C11.1 060-C Co. 13PPROV60 5' -.0" Uivo I / kter2a9. F p k1-g4 DRIVEWAY SCALE: 3I4 : 1O'-O" sleSkar+11 "4116.404•341168004.1*`•.--..lattot■itakriarar,14*4,44.1thig • ; 0 061)r._ co h?i 3' woo() INC -41 KNEZEVICA1 ASEICJCIArES , INC EN(31NEEri9 AND PLANNERS E341 MU< ENA. DRIVE MIAMI SP'RINGS , FLORIDA , 3".1316E3 PHONE .( :3)5) E3E33 - 95 . . .as.a.......r • • • • , ...........• , ...me...m...afte , •••••■,...4.0.......••••&,.........•,...........S. a ••••• • ' •..• - ',wawa.. - , • -............suar-raus....o...,..,.....,..,.-..,.., ,.... ...., • ,. . , ' • ' . , . ' . • vicOo r-64. 4cE (r'(e) (ty, e oct1ot_iG1160) vi)0C co. ?), pp/0V, 4OhI €L O I HC 44t4m. re (TYP. e Pt.bces) LEGCNO N W 1. WOOD r5NCI.E ( A' 6irde I tin( e.e,.tr.?Q1I • .4 ft 0 • at • • IR 0 �� }i�' ''l +i,%�I`4 j ' t t , . S rt•YC�. �,, R,yf 1� ., �t1 i ♦�t,�,..rti� • 1 n r�lT�/ Y w�i' l •",�• ��h.1 ty ,'1 .t'Z`�i1� !, `' ''�f}c� f��Siik:W a ai � � 1 :• " ��r!,�f ��? �t�J�'� - r:ts }t •��r� � � •�r �._^.res�.`�'�'.,i'ry���, ;�.�.t. Y ? Y ,�: �•� • j'�� �� ♦ �� \ l �' 7 .. -4 1 C.ir. LEGAL DESCRIPTION, 1 2 \\. BOUNDARY The East 100.5 feet of the West 208.5 Beet of the North 220.00 feet of Lot F of "PLAT OF GOVT. LOT 4 OF SEC. 5 AND N1/2 OF N.E.1 /4 OF 6.E.1/4 OF SEC:: 6 OF -TWP. 5313 RD. 42E._ DADS CO. FLA. ", according to the plat .thereof as recorded in Plat Book 5, at Page 90 of the Public Records of Dada County, Florida. A.K.A. r 940 N.E. 95th. Street, Miami Shores,-Florida. 6URVEYOR8' NOTE8* 1-- Lands sh mn hereon were not abstracted for easements and/ or rights -of -way of record, except as shown on recorded plat, if any. 2-- Thera are' no encroachments onto the property, except as shown hereon, if any. 3- No attempt wasu made by this firm to locate underground encroachments of footings of walls, fences or buildings. 4- Flood Zane Data* Community/.Panel 0125098t0093/F Flood Zone °X' (Area mthinvai Ftood(rr -Ho FloodCerfificate Required) ** BURVEYOR'8 CERTIFICATION* By* J. H. HkNUCY, INC.' • • I hereby certify that this plat of survey was preza4retd under ' my direction; that it .me *ts the Minimum Technical Standaris for Land, Surveying in .the . states of. Florida *Chapter* 211111- -6 Florida Administrative. Code) for the typeee.af survey shown hereon, i is True, and' Correct to the best of, my knowledge and belief. Copies if this survey are invalid unless . eimbossed with .the seal of the undersigned; . H MANUCY, •For the Firm 0. LAND SURVEYOR, NO. 1128 9TAT1 dF FLORIDA . _049' . DATEI* ••AQreL- f3 l99� • • .•MNb•r7w►�... •. � ... ++I NMw.y • .",.01 C tgii HOW' ;fii C U t1AN4H This'surveey .is ceerti f isd • in tavor'of *•;. ',:44{.. r ,, ( Jj�� '►py�• • At +1 407.4 Ali:11 f ; } - ;, • x ate .' • }../Nii JRA COMPANY Yw j . b j , • F . • �• s e3d 0 It) TELE: 305. 821281 and • LAND SURVEYORS 4694 PALM AVENUE HIALEAH, FLORIDA 33012 SURVEY ANUCY. INC. 305-821.12201 • 4 'SHEET 1 OF I 1 SCALE' "t rZd DATE ' ('flnr. Cn ,_19g_ ORDER NO.' ?3G,3 FIELD 800K' 4,!-(D REVISIONS ORDER NO. DATE -3rf aR /MITT FRANK HEGEDUS •i ullllluIIOlu0luulri ■unull! 300W 12V. LIGHT 16'-I° / SELF- CLEANER PITTING TLE EDGE OP STEPS 1111111 MN 1 1111 11 ■ 1 11 110. 111 MIMI 011111 ■1 111111 11 1111 111111111111 1 1 SWMOUT WITH TILED EDGE 2 +6'. RSRS (TYP) 1 11 1111 1111111111111111 1111111111111111 11111111111 11 11111111111111111 ■111111111 DECO DRAIN 8 ANTI- VORTEX MAN DRAIN SPA STEPS SPRAY CRETE DECK SY POOL CO. 11111 11 1 11111111111 DATE: - 15 - 95 REVISIONS CONT.'s J08 No. FILE No. R-1745 6' CERAt1C TLE5 4' WALL3 AN) 6' FLOOR 'V #U 0 Q. ./1 E.W. T1 s--6' • NOTE: WASTE THROUGH SPRINKLERS • • LEGAL: LOT 4, SECTION 5 PLAT OF GOVT. PB 5, PG q0 MN ORAN SEE WALL SECTION FOR BENZ PETAL POOL ELEVATION NT8 POOL EQUIP F rIrrin III - III L I 1 7 1 11L IL L_ 2 r--- L L L NOTES: PROVIDE. OVERFLOW we 1.5 HP BLOWER &2'AR TRACK IN SPA BENCH. 2' AR LINE` TO SPA. BENCH I i/2' SPA I/2' RETURN 2' TO JETS - - m I/4° = I " 10T 4' WALLS AND 6' F4 He rr. /. 3E5 W 1C 11.1 — -Wt. Ruzi • RETURN 10 WA 14415 RETUNWItifi RETURN 1O JET JET MAN OR.AN t1AN ORAN 3M1ER LNE JkVY VAL 5 MAN ORAN 5ECTiON FOR BEAt1 CAUL POOL ELEVATION A_ 0 PIPING SCHEMATIC NTS NTS ga TANK GRAN OR WASTE F# TER W/ Alit RELXF AID CAUCE RECEC. an AR BLOWER Lel 1O, �ru L•1t VW MIfK .oa 9'r 8' CONCRETE T11CK EDGE WI 15 4' REIF. CONC. SLAB W /6"g 6' WWF D w ose DOCK coFNC MARCH* (OR EW MAN ORAN CRAM SNAIL 50 THAT TOOLS ARE 00 NOT EtvTY POOL, F12.5T OBTAPNC A PEW HYDROSTATIC RELEF VALVE W1fRir REQV. DOTT. COG. s cor j�J % / //� ` / / / i tLE3 ��i /``� �` �` //������ /� / /�` A tt3i1 4' /L 13 N . PLACE REA t10YAL W1T tt • TIVEA0E0 PLUG I-t /2' PERFORATED PVC WEL.LPOtrT 34'4' ROCK TYPICAL WALL SECTION NT$ DCtD Ott W/2 0 CONT. (8' MIN. BEAM) sTlti.tex earl 10 ELECTRICAL PANEL 1 TOCC18 sW. J DOx El r2 v. L KI41 1RktSFORt R ALL SWIR1CAL. SHALL C011PLY W/ 680 NATIONAL ELfCTRJC CODE AR DLO 1110 CLOCK ELECTRICAL DIAGRAM NT8 PUt 1101 rP O,5CONVEC1 PROVVB CN FOR SPA PUMP 3 l)n N 1/2' U. PVC - CROUND A11. •OXES, LIC•K(s) MOTOR. ETC. W111-1 #0 SOLD CROWD 'ARP i2V. SPA EIGHT THERAPY JET (6) ADDITION SPECIFICATIONS SIZE: 19' x 36' 1 DEPTH[3'- 6' -3.5' l AREAL[ 8 -- 1 PERIMETERI 197 if 1 VOLUME:I 13,450 GALLONS 1 SPA AREA, [38 SPA PER1M:116 I PIPING I PvC scH-40 I INLETS: 5 SPA INLETS: 12 8PA JETS, DECK& !SPRAY CRETE BY, POOL. CO. COPINGS 8/N BRICK FILE* 16" WANE] POOL LIGHT(shl 300W1 SPA LIGHT: 100W LADDER& ( NONE PUMP: EO HP STA RITE' SPA PUMP' I NONE FI-TER;ISTA RITE, 450 S.F. CART HEATER:I 114,000 BTU - 1 SPA HEATER* [SAME SELF CLEAN: FITTING WASTE DISPOSAL: EiRu SFRINxtJ:R sYS1» UL. EXCAVATION DI8POSAL* HA SCREEN ENCLOSURR E: NONE ELECTRIC: FBY OTHERS PERMIT 6 1 HANDRAIL: NONE 1 POOL FINISH: DIAMOND BRITS PILING POOL: 0 YE8 [l NO OTHER: LECTRANATOR 1 I; 41 i!Iiit 1 is142 " MAR 17 1995 ENGINEER'S SEAL g 3 N d 2 � o 044111 I 4113;1 4 3 e ] �.� DRAWING No. 1 0F 2 4 ui c0 U 4' d V � 0 03 0 NM 0) 4) W L 0 an 1 a) 1` 4-J () 21" ± T EXIST. —H I II" NEW ADD. i RESIDENCE SITE PLAN 8 GAR. 2 #3 CONT. SCALE: I/2" = r -o" SEE BEAM DECAL • SWIMOUr DETAIL wTg SPA ELEVATION #3 ®12" o/c E.W. 2 "x6" DARK CER B/N TILES MARBLE SPILL'dAY GLASS BLOCK 30 12' o/c E.W.`dALLS AND FLOOR 4/1/ MAR 111995 ENGINEER'S SEAL DATE: 3 -15 -95 REVISIONS L'\ / \ n CON T.'s JOB No. FILE No. R -1745 uM j� - I L� t T I� J 0 M VJ V► L Li y a� I MN C Ij L V7 L ° 0 .iIL A Ust “re 'xi :; avt: g. 2' (- rt�r'1c� GEl'.INIfi V-- 3 r (I hrtot1 G >tv\/tt;1G kilt19o'tel sM G4Ir) I 1C-1 r6 0Wt 1�. - ;e.eepaIJ P . 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I s iq)1c? !ill Q. 4A vx,. ti . c;rt,tdir? pc:14 DAse )1rier5ari - --?2 at:5 EA 6er,t, Lo.tvrioN re id oft et e •arE1 I k JAW.* 25-r - 11 r.jr K-ef;yel ff/t. 4ol 4i11, -t IA id - a - o 0.4 1, it, a :zirtQvivi-1-1- ex. '4Tr. I I fi :1- C a Cc, 0.4 ro'rIATI-{ 1 r rifsel r)14t�. : I 1‘.1.4#.4 #0.401 • 7Ot1 FR i • T I __--- ---- L. r- II J rr 0 4" 0": ' 1. el tr• 1.1 eiti r2t. eitIt410 1 + ( I 0 vr t _te.r..\/e:-.e. I P( 11 jiI Pee7re To 1141%4 EA isr • .....;.......• .,,.. .,...., ,s-:.• •. : Ay! . rrl •••.+A. .......r, -r:ekieprlA 1*;11, A-ee„6. */ftr). A4V111 yavP 1.e.? rpg x. ftic) pwr Pifv,f-vvt 4II :1r .1 4 .Kr fa-024(.0 fil6er.) - 1• -4 Ef 61-Lire..„44., 1cf iecx)p 14 Ft.e;Vie,. t..„0".5.) pea A Ito ilriF •oArv-)tit Oc - roi4roK I.-.2 e•olcqare ra 0.-/e47 're.)1 1 • e6f Asirvi 415. 1 1 • 11 11 1 ...P4e/r 144 6io,tr,4td ox 1 144 PJ( 1 ; #'L e, Jr ei ki,i4k.Vcii fr.)4:40: 44.40 v 6.0 AA ;)ik tit r( .c.,r eor...46 t rrto fexT i t 1 1+; oini .0_ 40 fr-err EA ietAr -4r1,10 e;t.qtt.) Pi)( `411r5f4 u•St.A Ae40 - 1?) ', 5l it. 2.4 ‘Sq5'erl rtei 1'il9r> fii„ eirrii • li.r.irr> •••-••••• 4 .Ie- c3 1, iuI Por tur*Arl t " --Z.-4 .4 • l.1461 rz5 rCi9&s*" 41.-0,17 Vf„ LI % WO . Qe t) t4GlQr) .14,4t40 Fia knrik Kfav 1 ‘°F. tr '4 Poq -4rt . o" oPP es yna fr• I 4 Ll Yr t ill .. ei 172,`I+iii Pt. 4r --;13 r1,0).7.4r4 • <,) tvr FAT5 11 ,46, 1 d. le) a. C. - t. 44) e'or Pi.sry • 7' 4 -4 It" - • 1 1. • - ...** • _ " • 4 • •-" . r : . r .1 • r#: fv pv3ro. b- efri Teo FLAre 4- - re: , ------ gip 44 e.0<te eted.r2cr °ate' rW ver4ipy rifr. Fqt,E. 31 13154 r.'ETROPOLITAN DADS COUNTY, FLORIDA Qtairsw &nfOmrt £ iieuskno vrc,f-amiri.144 II.a Lauver Meteors Ril4Ager James Arlon & rps Berlin Thomas M. 8tact Lo+.rrte. A. Sar,dr1 ad Bridle Oscar 9nnnan JoM Colpinl Eduardo Camel Jorge Qt la foreleg* N. Cornet Ptcfer Arnold Gadenn Rtd►ard iI. 110rot Daniel teme Iota Li443170 Steven Lowe Ioreph Mother, Sr. lanes Power si tl/lprn ;Wei Anr■a M. Rita Mow Uaerbact A((nd Kiisbroi _ *11ttanv &art ColttWU4ltf _�_ lobo Rtsronno Gartet Pallet , skin Gil Diamond FROM NN01E THOMPSON PRODUCT CONTROL. NdTTC Progressive Glass Technology/ Vinyl. Tech, Inc. 155 Center Court Venice, Fl. 34292. Your application for Product Approval of Series 400 Colonia>. A.I under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Appljgan along i i h t mj, Tea ing Labo re port' No . m -14801 (,inc1, F I Q.R. } an d ated ApxJ,1 10. 1991 has been accepted by Product Control tinder the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 fgr j *zed Prodhcts__ ACCEPTANCE No.: _92- 1113.E L2L) R APPROVED EXPIRES March JA. 1992 : April 10. 1991_ TO 8930807' p.01 METRO-DMA CENTER 8OAAO Of RULf.3 ANO APPEALS SUITE 1010 111 N.W. tat STREET MtAAQ, F1.ORlCA 33128.1974 (305) 115.2981 OF ACCEPTANCE (305) 375.2610 * *PLRASE NQTS ** Gil Diamond, P.E. Product Control Divisior Supervisor , 11.r • J " :'. - .,b �t- t+ RUARD._02_AULIS_AND_AMALS_EOTICE_DE_ACCKETAXCX This application for Product Approval has been accepted by thv Metropolitan Dade County Board of Rules and Appeals to be use in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: —Ma, cr h 1f , 19 Lea ®aaaLAaaCi QPAOQLL31 ORION V@ 1/OWUI'itl3`V' WI al ?* G1: NLRAL CQfl ITIONS Charles Danger, .8. Deputy Secretary Metropolitan Dade County Board of Rules and Appeal; praarggn lVO G14211 Techndlady Vinyl TQcht Iqc. DES(1RIP`I'ION OF UNI't` NOnEL DESIGNATtO Series 400 Colonial Aluminum Awning Window A -C30 OVERALL SIZES 4' - 5 1/8" by 6' - No. g, SIZE OP VENTS: . rr r .r . I, gMsaIAcaaoaa &WIn$oat ___ , , @NIV 40 WW1 4CC0(1 / Pa.4o PIEODM@V@ 1(4, Walk&A',;4s#WAdN+►sTthuot ofAfAt��a are a,R ar+o TiNp re-eww6=- ACCEPTANCE tto.: 92- 1111.1 (91) ?, APPROVED i Ma ch 16.. 1992 EXPIRES s __April 10.Q,5 ASSIGpED ACC_E_2TAt{CE MARXINGa AAMA 101 -88 A-C30 Dade County Approval 492- 1113.3 (91) R Expires: April 10, 1995 Approved for installation up to 15. ft above grade. CAUTION: Elevation must be reduced in 4 1/8" high the coastal construction zone Five, each 32 3/16" by 15 5/16" high. ATHERSTRIPP,II3i;, Double vinyl bulb in frame head, .iambs and bottom rail of the four top vents. Single vinyl bulb in frame sill and bottom / , vent, bottom rail. QPR ATna oCATIQNSZ Roto operator. Automatic metallic hook lock in frame jambs at each side of each vent; a 3/16" by 1/2" lock pin in each jamb rail of each vent, 8 3/4" from bottom corner of vents. f;T,AaING MATERIAL : , Double strength annealed. GLAZING METBQDi, exterior glazed using silicone adhesive and rolled aluminum-glazing bead. WEAMMESI None KuN TNg L Four vertical muntins per vent; twenty five light colonial. REINFORCEMEHTI None AnDtPTQiiAt 12W(C:RIPTI01 Flange type frame 1 0 anon•, P.E. .Product Control Division Supervisor • _ Glass Ter no1ai j ACCEPTANCE No.: _22=11114.1_01) R ELAI Te h Iitc . APPROVED t - _March_ 1 4 199? EXPIRES : - April '=f, 95 TEST INTERIOR WINDLOAD: 45.0 p.s.f. SILL : 3 #10 x 1 1/2" FH SMS EXTERIOR WINDLOAD: 45.0 p.s.f. HEADER: 3 #10 x 1 1/2" FH SMS WATER RESISTANCE : 8.30 p.a.f. JAMBS : 3 #10 x 1 1/2" FH SMS AIR INFILTRATION : 0.04 cfm /s.f. FORCED ENTRY : MTL 14801 (PER) HatIA Please see Noes 11,_gaa, "3 ApPROVRD FOR J'7. _R'R TION4 1)p Tn= IL feet above existing grade This product must be re- evaluated for structural adequacy when installec within the' Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. Tech Zne. NOTrc . op ACCUTAS.:3 sa.CIFIC CLUD Tinny 1ac2068aLMIR alpPILMI ,@a717 VC) aaC % 2/ / / % . Get Diamond, P.E. • product Control. Division Supervieoc 01/19/1995 13155 FROM ANGIE THOMPSON TO 8930867 Progrlrasive Glees Technology APPR0VID s 03/1i/92 This addendum converts this product's present Elevation Rating to the following corresponding rating! Design Pressure Ratings 30000 POP, its accordance with WI 7 -48. This product has not been subjected to the Impact Test Procedures per Protocol PA 201 -94, therefore, it must be installed with an approved Hurricane Protection Device, NOTICE OH ACCEPTANCE! ADDENDUM - 4 ACCIPTANCI NO.s 92- 1113.03 (9l! SXP1RIS r 04/10/99 2ti®OtiOgWOa%3 LPPaUCQaaf .® \7 90 WW1 VaK1 1 RMq11% Gil Diamond, P.B. Supervisor Product Control Division P.02 61,19 13156 FROM ANGIE THOMPSON N TtC nF A_CCEPTAN s STANDARD CQND QNS F R G ZED PRQQtJ r S 2. This Acceptance MU qualiff smaller units of the same design and u the unit tested. 1. For multiple window installations, approved mullion drawings and calculations roust be filed with Product ControL 3. •. 1 ' . _.. : ' � ii r• • : _i on 9 I • - • 1 • �• It • , • Anikviallungegagproved eIei at oa and date o(epiradon. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7.. This Acceptance shall not be used as an endorsement of any product salsa or advertising purposes. 8. Aluminum windows and sliding doors have been tested In accordance with ANSI/AAMA 101 -88 or for wood window unit by ANSI/NWWDA LS. Z•87 and sliding doors ANSI/NWVIDA LS. 3.8 and swing doors ANSUNWWDA I.S. 8.88. f`\ 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 9� dQGq 1&@ I G�C�a�'o TO x936667 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever Is less. a The first fastener shall be located a maximum of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be u tested or 3/4' whichever is higher. No wood or plastic shields or pins shall be used. Unless otlgtrwise noted in the test report minimum size of screws shall be No. 8 for first and second floor installations and No. 10 for all other floors above the first and second floors. 1 Diamond, P.E toduct Control Division Supervisor P. ©3 cimirman �Grsh 1 � .•f &urn� raw Pres anon K.a easssrer Memioess Ronald Ater lama Aril • g Mamas George Berlin M. Block La+vice A. Borsati Ted Bridle Oscar Brennan John Calpini E C4 late 4 la tortlente IL Carbon Deaker Arnold Goadw a RkJnard M. Hawn Daniel Lena him Lindstrom % Steven L ratepin Mother, Sr !opus Alva licwt Rim Armando X. Rao ilsamat Utkrtwct Alfred 1 isbrod Rudy A tins: Boar! Consultant _.. Jai Puwri O . Soli Chyle; „Sandy RkGnreb _ G , Diamo d ■ r✓�..� ..,N DADE COUNTY, FLORIDA •:01 •.r • Progressive Glass Technology/ Vinyl Tech, Inc. 155 Center Court Venice, F1. 34292. 6.5-0 Your application for Product approval of Series „210 Aluij$ Gl Sliding ass Do XX (O1 under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calCulations as submitted by Applicant a1Qng w M nj1� ith Testjng ra Labotory Tnc report No -1 MTL 4960 in (ct .E R F and d tee C� O�;ober 11, 1 91 has been accepted by Product Control under the. Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 lax zed Products ACCEPTANCE No. (,9 92- 1113.9 1) ,_ R APPROVED EXPIRES ' ;PO e . : HOARD OF RJLES ANn AA 2RA S NOTICE OF ACCEPTANNCF This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: March 16. 1992 March ,j{ • 1992 t Oct. 11, 1995 rAaQGaR(auc3e.aa GJWILALI a2 _ ONIV 110 W0/1711, 4r @a / Pao% Vaa�U@V 3 * *pL$ASS mom** * CNER EAi n N CODITIONS . 446 METRO -DADE CENTER BOARD OF RULE$ AND APPEA4$ SURE 1010 111 N.W. 1st STRUT M1AM1. FLOR10A 33t26v 4 (305) 375•2991 (305) 375 -2610 G Diamond, P.E Product Control ' vision Supervisor Chi'rles Danger,"P.E. Deputy Secretary Metropolitan Dade County Board of Rules and Appeals unc�1Anu Wrii IST 4661 /6T /TO 4 460MON110100immimmipmpou , `' . ACCEPTANC o • t 9 1S 92 _ 1.�� -_-R . : � _vinyl T$ch Inc . . ar.AZING MATERIAL; aZ.A2 IN(_ METHOD bead. NOTICE OF ACCEPTAN(E t fSCRIPTIGN QF VNIT MQ(lRL, DESIGNATION Series 2000 Aluminum Sliding Glass Door (XXO) OVERAT.T. auiL 12' - 1" by 8' - 0" high APPROVED March 16. 1992 EXPIRES : _.Oct. 11, 1995_ SPECTPI(; CUNDITIQUII AAMA 10188 SOD-050 Dade County Approval #92- 1123.9 (91) - Expires: October 11, 1995 Approved for installation up to 75. ft above grade. CUT1AN: Elevation must be reduced in the coastal construction zone IM filar Oa VENTS. Three, two moving, (XXO as viewed from the exterior); from the left 49 3/4" by . 95" high; 48 1/4 by 95" high; 48 1/4" by 95" high. WIAVIEBOBI2211aL Double pi10 in each frame jamb, each top rail, each bottom rail and in female astragal stile. Single pile in each interlock stile. Ono 1 1/2" pile pad in frame head and sill, above and below the interlock and astragal stiles. pipagamon & LOCATIONS: One adjustable metallic wheel in each end of each bottom rail. One flush mount metallic lock at each moving panel lock stile. One 3/16" diameter steel security lock pin through the interior interlock.stile, into the exterior stile, 68" from the bottom. 3/16" tempered glass. Channel glazed using a flexible channel vinyl glazing WEF,PHCLES: - A 1/2" notch in each end of each track. WINTIN4: None RMINFGRCBME One 1/4' by 1 1/4" and two 3/8" by 1 1/4" steel bars in female astragal stile. One 1/4" by 1 1/4" steel bar in each interlock stile. AD 2I jI,aj, DESCRIPR'ION . A 2 1/2" high overall interior sill flange. Unit tested using heavy duty interlock stiles and female astragal stile. Fixed panel anchored to framelautb using four plastic anchor clips, each hooking to -frame jamb and secured to stile w th one No. 8 by 1/2" Tek screw. One 7/8" by 9/16" by 4" by 1/8" a ..i• retainer angl- .n , „." MINCWOaaQ 4O @Q 02 QWd�I 40 WOOM4 VIM I P ®040 - - Pik@©AV@ 1 Diamond, P.E. Product Control Division Supervisor r D1 %1Si1995 14�a FROM FINGIE THO n , rr ,,. ai yc� ra9a T�Ch / Inc. exterior at midapan of fixed and right moving panel bottom rail and in frame sill on exterior of female astragal stile. One 7/8" by 7/8" by 4" by 1/8" aluminum retainer angle on exterior at midspan of the left moving bottom rail, each angle secured to frame sill using four No. 10 by 1" sheet metal screws. One 1 3 /4 ".by 1 3/4" by 1 5/8" by 1/4" aluminum angle bracket at top and bottom of fixed interlock stile fabricated to fit frame head and sill, each secured with four No. 10 by 3/4" sheet metal screws into frame and two, plus the panel corner assembly screw into stile. One I /2" by 7/8" by 4" by 1/8" aluminum ang7a in frame had at female astragal stile, secured to frame using four No. 10 by 1" Sheet metal screws. An applied continuous aluminum hand rail, secured to the female astragal stile and secured to exterior of the female astragal stile with sixteen No. 10 by 3/4" screws, located 2" from each and with 6" centers. One 1" by 1 1/2" by 0.150" alumium closure fabricated to fit frame head at top of female astragal stile.` INTERIOR WINDLOAD: 76.0 p.s.f. EXTERIOR WINDLOAD: 76.0 p.s.f. WATER RESISTANCE : 9.10 p.s.f. AIR INFILTRATION : 0.37 cfm /s.f. FORCED .ENTRY -- : MTL 14960 (FER) NQ1E: pease see Ngta #11. Page 3 :• 1. •: *� - a• • This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub - Section 2309.2 (b) of the South Florida Building Code. ,: 1:61: .0 MGM • ow VC) 1111N1 Mil +t ® 0 2 a ' , . pAoDRAII@ ACCEpTANCi No. t 42- 111.9. 14 R APPROVED : ___March 1.6 19i EXPIRES : July 25. 1925 • .r - • . •, 00- W . vl • Gil Diamond, P.E. Product Control Division Supervisor SILL : D.R.,. 9 - #10 x 1" FH SMS HEADER: D.R., 9 - #10 x 1" FH SMS JAMBS : D.R., 5 - #10 x 1" FH SMS rTh .i/. . ► /. i ■ 1.1 b 1 ei 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and u the unit tested. 3. 4. Extension of Acceptance may be considered after a new application has bcca tiled and the supporting data, for test reports less than four (4) years old, bas been re- evaluated. • 3, My revision or change is materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of ibis product or a change in Code provisions shall be grounds for re.evaluatioa. 7. This Acceptance shall not be used as as endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSI/AAMA 101 -88 or for wood window unit by ANSUNWWDA 1.S, 247 and sliding doors ANSUNWWDA 1.S 3 -8 and swing doors ANSUNWWDA 1.S. 8.88. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to► Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. The first fastener shall be located a maximum of 6" from each corer and mullion or stile. Minimum penetration of fastener shall be u tested or 314" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shalt be No. 8 for first and second floor installations and No, 10 for all other floors above the first and second doors. j,gjad 30,9 • MO/UMW L U @' .5 ) 1E©UMC4413 AB a1=1 '1 Diamond, P.E. roduct Control Division Supervisor TOTAL P.O5 01/19/1995 14101 FROM RN31E THOMPSON pxogseasivs* Glees Technology This addendum converts this product's present Elovatidn Rating to the following corresponding rating: Design Pt:assure Rating: This product has not been subjected to the Impact Teat Procedures per Protocol ?A 201 -94, therefore, it must be installed with an approved Hurricane Protection Device. • NOTICE OP ACCEPTANCE: ADDENDUM 51.00 P8r4 in a000sdanoe with ASCE 7 ■88. 4 TO 8930867 P.01 ACC&PTA2(C2 Ho.: 92- 1113.011 (91) APPROVED t 03/16/92 t 10/11/95 Aa @01112 20Ca J117PIIIMEILLI Ot4E7 V@ V& '1171}@ / 040 Gil Diamond, P.E. Supervisor Product Control Division G HA CONSULTING ENGINEERS • BY: 3440 il.-1/A 46= DATE:) 2880 W. OAKLAND PARK BLVD., SUITE 100 • OAKLAND PARK, FL 33311 SUBJECT: Nia; ;1 4.1S /Pee:, . SHEET NO: / OF CHKD. BY: DATE: 94 4' e. 96" '7 JOB NO. 99//7 �4 See '7_ `q3 oc2 0 , (Gv) u //0"-7r,i/ o5 xpos,/k• e K2- :. S �i - l0' 6 '' ( f16.1ry f le7-7 / /1) a : - G/ _ , ?7,3 . 2 s,:I - . ST.� /A A 2 x A T 1' " - c A // f7; �� —/ 49 4'e / _ - 2s /c• q�prf /A/ _ 43 . 9� f fe = /moors% Sc.� �, Zq • p, Z x(P - DX = 1.56 n _ V 2 .41. �9 i-63 i 2 K co _ a • A c t.l.q ■A -- /4liNc J$_ _ _. G r 415 Ge / - 2f = vs et e + west wi<;mui A &? : 1.1'L 061` c : ai' V = 31 e f S6511-; A ti Z J &1, ; \ ace _ • as - \ , . q4 • o rf Scts-kl-1 V4i & . Roil. e ISoo� s� • tI; I ,$4 t-2 e o.$in l_. EAS \AAVL rocLU G HA CONSULTING ENGINEERS 2880 W. OAKLAND PARK BLVD., SUITE 100.OAKLAND PARK, FL 33311 BY: Sg14t2 EL-1-1,46; DATE: 3- / 7_95 SUBJECT: %'8Z t V A SHEET NO: Z OF CHKD. BY: DATE: 94(2 /14 & - g5 1/241 St. JOB NO. c7 4/0 R 1 Lj h - /o (6 /R�� / r R 4 -tews civil Ccw/kirc laws 4 2 2 f t t2 a/ - /zcx7= e , / 7r 4 • .2.1:/ / - 4 0 gjat)L p Ri t e;t6jt Cr:?A71. �t -.1.s J ip s -• ? I ' J / � c -76%/3 ifir r/rfc/Z •eacdt : 3 g/, S l_4 J C ;R/4 f 7z/1 s //,','o 1X /k (it. 6, (745-. o Lhs ' /At?' j4sr 74) # c) RAT. on 1-/7 S � /r 604/4-: 9301.61 0/r 5 <J 2 /o 6d-'14-7 le) `, : 720 1�J. CZ) i'A R,4L /,•frf _ Got/' /tC?"iew.r. A z „its f t L aer _ gaoy _ /( G' : -20) .ar fl 7eTticsf_7 (d737){r)(V(/)1 /-7)/./ t , ir)14,0e/ _ 1 0. 2, •4 1 4 t 6 i I oN e f / 2 etx�i e-el L! /,0/79/ f9cifl 1 :& v,. cc/.? a- 57g / BoCfs �.vT� Asr S1MWSct) ? 1 'BSc: GorlticC�; 1�1∎t -4 _ { e 5 SS 6. a?. sie (c osfi ' t1 -c. �' } ..364oths G HA CONSULTING ENGINEERS p BY: 44/) Ems` -E'1 � DATE: , /7,45 SUBJECT: / f�US A C 6 f IJ. SHEET NO: ? OF 3 CHKD. BY: DATE: gg 4// . JOB NO. 9Q /J /1-B&.T e 9/,D, !`J5� o?X6 /0 4 PiR'Ac6; 4T R /04e ,6>/c- /96:7ivr'&- -Ar f 7, -- 1>'g s R.9pte 1 ,V=0" - 72 • J p25r six R G ew /E-T 43 RA e&s To R 7E)z 40' J/ U 2 , 4- /o 4/ 74 R/y art , 4-lcD d 7 ' A ,1e "° / x G C c /7>nUO� ✓1 GA/C R/4/Zia .f USA 3 - cc7 ;/ i4 r eAcfl O ,)r :; /�J 9 lam- G 5 oeivgrz) 2880 W. OAKLAND PARK BLVD., SUITE 100.OAKLAND PARK, FL 33311 +rdreldrirotteller#440:07:0% .1%..10" Vza .I WIND 1 ti t r .-73 3 1. 1 k r 1 EKi r I Oci \Ate›oQ . Tr f 4G �vT2�C.rtr C C 2 .X (-.-(" 11.1 Cs- I2 '.` C' o e-! G 281 St_4�SC2. � V t� c t, c2 - t> .3 x x 'V4 �..� c c: �� t c`1 - � � 't '.. s - 2 - 4 _4- X 12_ cot-4 n LP.C.. 1 Cr (- 4V tcI JG �T�►�.D�� �� EA. Qd,FT�2.. 9 C1E�P.cz ,t1 11 3 P _2 v tl.. -OP Fc"ex) F l t t c1, 12 txes roc '`V" (� 2. `R 1 C? CS P?--. ��. Fk\.c,c t P 11. I x4- P1 C2.c-.) 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DE SCR I PT I ON s The Cast:100. s feet of the West 208.5 feet of the North 220.00 feat of Lot F of "PLAT,. OF GOVT. LOT 4 OF SEC. 5 AND N1 /2 OF N.E.1 /4 OF 9.E.1/4 'jr - SEC.._ 6 c F ,TWP. 5;3$ RO, 42E. DADE CQ. ' FLA. ", accord i n9 to _the plat thereof as recorded in flat Book 5, at Page 90 of the Public Records Of '0400 County,. Florida. A,K.A.3 940A.E. 95th. Street, Miami shores, Florida. is SURVEYO,RB' NQTEBs 1-- Lands shown hereon were not abstracted for easements and/ or rights -of - way of records except as shown an recorded plat, if any. 2- Thera are no encroachments onto the - property, except as shown hereon, if any. 3- No attempt was made by this firm to.locate underground encraachments. footings of walls, fences or buildings. Flood Zone Data* Community/ Panel #125098/0093/F Base Flood Elev.: +8,.00 Flood Zone: A -E ** SURVEYOR'S- CERTIFICATION: I hereby certify that this plat of survey was prepared under my, direction; that it meets the Minimum Technical Standards for Land $urveying in the State of Florida (Chapter: 21HH -6 Florida Adrinistrative Code) for the type of survey shown hereon, and t;Trua and Correct to the bast of my knowledge and belief. Codas of this survey are invalid unless embossed with the seal of the undersigned. This survey csr"tified tcu H. , MANUCY, F: or''the Firm O. LAND $IJRVEYOR NO. i120 STATE OE= FLORIDA DATEPi 2 EANi{ H aE13 U> E� I ROT FLQi Z UA cyt�E [ GAGE CORPORATION BOUNDARY SURVEY FRANK HE OUS "SHEET 1 OF 1 SCALE= I "_ Via' DATE : (WIC. 4, 1 ORDER NO.. ,'3(p'349, FIELD BOOK. 42,%-ak. REVISIONS ORDER NO. DATE • � sr. ,gsf _ t. - •._ — �f1a.. tom, A ' 4I foot s (p ► )- _ ff� P ftJ .k . • } r fir► --::- .. 1- 1 ''::_ 4' e- I% ■1 J(. %z / .ot t ) t � S /Z E � L v fly: JIB f� a . 2 "rf f.t:.F1 t.��t,.' ,yt t1 t. __ f1 t.► Calrlst; 1T I LJ • t 4 'Ott. ?. a / 1 1/ :4' *Ts lialsoit VP 49,44frawyt) - 1. fl.ttr Z!►/ �� . 1be Architect a �� �'` ' 1 � :' fd/ $t►ilwi o,t balkier Vs //i f isnt dh n� r4r yl,tti rlts el eraeo..11/ rcinf�r 'r/er �, � r _C cell e. j be ll rIce r "iri�rti sip. C ard "M \ --( j r � i�st3tctrpy� Ai4 f:94, ,tr &.2 1 • t 1 8. .10 tP -.J • ...n..._ 1 n. : i. , ..4 a , >wt'SS. 6" /0k 2O\ ?& 1 , i im.. -4 y, 4 .tv-LAw"-- y 0 / St