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Plans for house and pool/ 3 7 -3 - 0 BY 1� F1- 0 10 0' 1 ct 0 N N 100 , 4 4 5 o -- ` . � ∎ 10 , 8 18 -u, 9 611.00' 3j ' co u r 5 2 3 7 49,0 20.27' 90' 461, 22' ri N. E . 100 , ST: 4 N 3 18 4—A 100 LOCATION MAP SCALE C.= 100' A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 STREET, NORTH MIAMI, FL 33161 PH: (305) 891 -7340 FAX (305) 893 -0325 HOWARD C. GAMBLE REGISTERED SURVEYOR Sc MAPPER NO. 1683 STATE OF FLORIDA V.PRES. THIS SURVEY CERTIFIED TO THE FOLLOWING: JOHN AND JENNIFER BOLTON; F {OME FINANCE CENTER; CHRISTOPHER KELLEY P.A. AND ATTORNEYS TITLE INSURANCE FUND, INC. - 0 0 2 N LEGAL DESCRIPTION: LOT 6, OF BLOCK I84 -A, OF "AMENDED PLAT OF TRACT I84 -A, SECTION 8, MIAMI SHORES ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 42 AT PAGE 40 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. ORDER NO. 12771 DATE: JULY 20, 2001 F.B. 484 A PG. 52 SCALE: AS SHOWN SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. N • POL 7_onin' Approved ' p 7 0 O 4.15 LT. '0 E (85.181) SET 5 / SKETCH OF SURVEY SCALE : I 30' 5 UTIL. EASM'T, -+-�. 33' -- --�. S89 ®9 I5 ° E EAS 142.42' IRON PIPES � \90 LOT 1 R qO i q 5", B , 5 P. B. 43 P,80 1,97' S` [GI St (90.00') FH LOT 2 ST.-- 0 o f 33.67' N i ID CO xD N O 14,9 - 0.40 FD. DRILL HOLE �FD, IRON PIPE / 1 / / 11 / HY • REF S. V3 F BOOK • _ • • 110 . 41 0.0 1 1 1111 1 1 MAIMMI11101112.1141171110111110■111111 EA NE I w .rauc ( /79. 3 3' ic-'LAr ) • 0,9 , ;17 561 4. ; 1 3Q1 , 0, p40 --,,, - - Z.-chi/1/N A 4. 3 .0., cr14Jh e-d - /*-.. rec,t oteic. z../N‹ Fence et , °YE/VIE/10 WIR4S ... '1 r 1 PO4E ur/c.-Iry •-:/16.3 • 26; •PAv • RA 0. /NE' .501,1M 3 /1"P/Ptc . — '5. 4 Pk X N , REVISED: ON SURVEYED: 29 / ON , FINAL: O.N. , UPD.ATED: /Oli 6r" • A/fr /0/sr zr 1/. GWROO,V LOCATION SKETCH. A PORTION OF SEC. TWP. ROE.Ag_q SCALE: _1 •<)(). SKETCH OF SVIRVY___ 1)7 LO , BLOCK I64-A AtitgiNpeti aAr 6.4 tRACr /84-A, MIA M Til" 0:4 cif PLAr 3ocK4 PAGE 40 CF rtiE PUBLIC RECORDS OF 0 6:fir COUNRTFLORIDA NOTE ALL RIGHTS OF WAY, EASEMENTS, SET BACK AND ZONING INFORMATION MU$T f3E C BY* ARCHITECT- AND/OR OWNER BASED UPON DESIGN USAGE. CERTIFICATION : ........+4■,* ' ••■•••■• •••■••••*........ 'NE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRI8E0 PROPERTY IS TRUE ANO CORRECT TO THE OESr OF OUR KNOWLEDGE AND BELIEF AS RECENTLY 3uRvEy8o UNDER OUR ointerioN. DONAL W. Mc INTOSH ASS C , INC LA fulf riix riti•te' 7..., 2 ROF 3 . s F itir oA No.24”3 or VALID UNLESS SEALED' 1 4 1 1 Ale /00 0 r Pr eplted - DONALD W. MciNTOSH ASSODiATES tNC. 5at NE' 91sISTREET MIAMI $ 13138 SK,No.: C53/-Q53 uu��p� b� 'cote cob:Mf'n pr 11111111 sr C ' ► 4 iM\b' C(.r r M g f SIRS. a, 1415r 67'06 1 r; toVittfi,i .I , lilt;r.. I% 4 J•i v { - I ` / 7- v • - 45PH, . ; ' 4, 1 3 (/79. .t i t 4.1. /_ g FL AT) r 7 � = D. ND/..g . -f'C, •/ 11' . NA . N c >> • 3 'P.//76 I. 'PAY ' r /OP . UPDATED , FINAL J 1.. /0- HIGH H c;=2 L I ts LOCATION SKETCH A PORTION OF SEC _5_ TWP. 5T3 RGE AZE SCALE r`_ �QO Prepared by ;:ONfl_D W McINTOSH ASSOCIATES, IN,C 581 NE 91st STREET MIAMI SHORES, FLORIDA 33138 'SKETCH OF SURVEY -- OF -- LOT _, , BLOCK I8A -A At4E1s.L?E — p . PLAT MI 5 H'J <' Yi LAGE Of- MIAMI 5HORE.5,_a4V5 CO. � F,. /U4 ,ACCORDING TO PLAT BOOK 4 2 PAGE 40 OF THE PUBLIC RECORDS OF L %C.oLf" COUNTY, FLORIDA NOTE ALL RIGHTS OF WAY, EASEMENTS, SET BACK AND ZONING INFORMATION MUST BE CONFIRMED BY ARCHITECT AND /OR OWNER BASED UPON DESIGN USAGE CERTIFICATION NE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF 1HE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED TINDER OUR DIRECTION DONALD W Mc INTOSH ASSOC HNC //< OANIcL C FORTIN , VICE PRESIDENT PROF ,.AND SURVEYOR No 2853 TATE OF FLORIDA NOT VALID UNLESS SEALED" Sold eyfi'� Date + ; i - ` -; Stock F.O. F.O. Dal Hialeah Gardens, FL 33016 Fax (305) Name � 1 (�_ n f 1� j'h ri �� ) I `-'!� f ;: / Order L. Od -•. vraerea ay: Address / ,;, _; ,_ N ,:= / ;,/ , , I Customer Referred By: Date Delivered City f 1 /, <-, , t () / r' t - t d. Phone 1;' , -r . (, .- (1 Id I 1 1 I v,l, r! f 1.)• r/ Style f . / , - , f, t i Size X PRICE Color (_w ! Trim ( I j , Roof (, ' 1 Door Loc. 1 Reverse Hinge Windows Small Large Vents Options ` l ■.%( >f; UC/ V l ' T i' c DELIVERY INFO. Date Promised 1 r /' S , / " < S j'' ), 1i , r') --- r /,, /, I - r IJC E - J ' I .� l / �! 1 / '_ . , ,.F U - .)_.) - /r ✓i y / Cash Sub Total Check No. Tax ` : r� Master Charge 5/( y / G _>,.' B.O.S. Labor Visa r; 1, +% 5k /' Total ' �+ , 3r,y l � � 53 Other O //,-Q. Deposit /3/1 -" Balance TERMS OF CONTRACT % Deposit required; balance upon delivery. Units will be held at lot weeks delivery pending unless paid -in full. There will be a % charge for all canceled orders. Teds Sheds warranty only to Teds Sheds Aluminum Products. \ When a specific placement of a unit is requested, the buyer accepts full responsibility for damage Incurred by obstacles that have not been removed. It is also the buyer's responsibility to check on building permit requirements. f ', `1.yr • el (0, Customer: _ - --- _ •Y ellow • 6. In I. -vrn -Nof4L �l Z EDS' SIIEDS Of Hialeah 9600 N W. 77th Ave. ELIVERY -Goad (305) 557 -2691 362 -8056 co C E G c s S 0' /A4 /Og P.► /L (Pre?) i"LCOC' _ %.tMNv PAN A ` tr _ ii..---.;... I �L I L_ , ' t•-- -.OA- - ;- ; 1 I i I 1 I �y A I i, . I. C S I 11.'916:1 � 1 1� II I 1 1kI ( I •;. � , II ) I I: If t l i -;. I, I *r 0 R o ' I' I I ° � I. � � L if 1 1 fn 1 ; ° 1 y i, iI 1 I I• , II . 41 `t . r a • 't 45 ...= . ,C:. a :t re. : . _ . u�/ ,Ci + -i �LCC LC• I7i"r'.att r' ,.440.7:..G%,.vJ i 4 t �• n 1 ..mss.►.✓/ I 1 :40 44. . 4.1 ' 5 74 -4 6 . :•/ 1 4 :4 17 .v � � a f 4 L • • 4 I 1 � 71q•r� i Cvfl.ra t , tss IJt k . • tit+ G - , S rt4 PLA a: no ) 1 1 �G.�.c t 1 Vs ::• 4.1 41•..41. et .nz or ue tag are r•+arl • J tr. no S - en-34•:I :et . r4. 11. '•. •;1 a. ate• bT ila� ^q m Cc. 100.„ - a :....,bra, calif.• ;•r ett.ley r C.1 L... :.t•et row.. 1•. 1 ate" of aalia as e.1 1 trr .r• •: , 113441• conr.•etrr. \• R • :• 140611. rn.n A► •11 ••••••••l•• Y..... ▪ 6l .ir•ofLoo • W .106 trostaf. 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IS tofu R.• .i4 N.lt...ts 41141 W. S•.. 1641.6 w M W 6. • ao•aw 411E 1 r• IM 1011 goo too. lay 4wl•ua1 1)11 tb1. Ova .444 81 *grew V 11. fm.itsmar. . Ala 1• Is owstff tot IV oso• row Nary ►r lay M Wes ■ Ws 4••taf be WI MN■ 114or•l 4411. , • ,. a.•4• No Allrta ••-4a ahtrla' !WI MAY •41141 A•• • Savo..: wily A•• lobo■ Ms./ 4s taws ■ la vb. lb* 41.1 tla/ 1111 •l 11•4■4 as N.a. Issas V • .••.se •a.•/rtai 1 r a1 1444r•t. • 1•toc1 .. 4.44.4.4.4.44.4.4.4.44.4.4.44 .1.' .. •' r( '• �' ' ' Its es e• 4.44 l 10•• .s•ys44 M A, hoses m. •r rw. w 44 r. of •rase• / s.• 4s ..•4. v a�tlrta< .j+ .0..• -• • -1 ' . 11/104 •4.l •,L eV,. (6616 ta. • par. 7j 4 ti..cT 66 • P. i• la •r,•••••). Y' • /•H tea. 4...4/ 7 ' A44 is art. is N. J 1 ..•RI t • :.: INV) 1411, r.. 1• first ••4 tiro w alit to Mt • u s the •• 1• ttnl.r4. 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FA B//CA TED EXPAND /NG WEDGE ANCl/OR i . r I f A si'MALT use 80 A A/G.✓02 .80GTS aeixe A.SG R G A4/ LX All s..•. I6oav ero vi .440.11.4 .11 • A.Arederre syn.; , C. J t•r/>.v t4rj orAr4.r A�vY.•.ti►* it • t•• •.c .4444• t /7CAL ANC OET.4 /GS t c Zx,,1 er 11 ,A' X : E A n TYPE 8417(s. s *AA •vEL OEG 14'444 ♦4145N \ .0 4 '6 - CO v r • ?.e4 Snk'os t F,r'•,c. ohs. H - .tfir l•�CV� tip 6 P. dr.emo d 0' IiVi tv i 4 e•s► . N psi taco c c.• 7.,r -.r+*/ 3EE 7'yR Air.-4141e K t ". • E �8' 4 41/.xe. ,r CASCF TG Aue -dorom aN / A pp 5 / Coe eZac. 2 - ZwC S•/O 2- 2XSx /6 soup s.W, . X5(rYR) u 4xg•/d (ro MOTOR • • brf a') 4' ., f.rjor t4Cls •sa soh./ A /•el. use /1 /I4 6 Foe 2 B[AS. • 4 .• 11 10 // I • t0 M H /n•IetAnc .4.►sa . •.,� , (4' /4144-4 //Ari'f a.n /r r.1/ • 4. �'d % ' 1o° scos w �r.vo.0 it MfDNM AEt/SdJ 1 ' t- ND • GROUND ANCNOR.S _ r Vo rid f 0' 1: • As MI AL_TEAWAT$ IJYE fl ( H / 5 t M4 SP /cdr S/dnv4) Val SL1, p. 1t1 4f1•41ft •••11.4 LY LLA•C A GAO.. t7•1. us. 2 x 6 PT sole plats all art und .. .Caeltls .1w - of sole plat. (except • door) suet be . assured with ad•quat• struetersl •plioe..iliet all anchoring details ma* this dreg. t. t; Mote H a 1ppropriate,adeq st• no. •f six anchoring devices can be SS 114 for 40011ar the bldg. to U1$111 s1tM, - - Note o i • • ,r•e. „i . In general, the eonerate base i• laamr, * �' truly level bldg. • maa. soil oaseure to lime to exceed one kip per sq. ft. . Concrete block. Kay b• omitted whet,* s •oncr•t• slab is available, • : r: • In general, if these sheds are in•horsl any type of exist, bldg'., RY• sobili haset ate., the buyer must adhere to the t 1•• -• �= sin. ne. of anchor■ specified for t)►s ltas {1 shad. Adequacy of the existing 11dj•. •ts. must be assured to resist the uppilt trarapitie by anchoring to it'. • - • -L T • h.Eardllas of the anchoring aethod -St typo iL anchor (or attaching to the *slating ttrt tars sin. no. of anchors shall be a■ lollsrs } Min. 4 for all bldg'. up to 15', � - 8 for 40' t 10 for 50r..„1•• • Pats : j4 All anchoring devices shall It lnata ayne.etrically L at uni fora epee Lag. •11 - _r a. anchoring paraphernalia • its installatlo.t to meet the r•quires.nts et all spg1144b14 —' spec ifieations /code•• • • tae: tn .. d.+y • $, ``• Th%S dol. inwLJ a•b.oe4 1t41. • •i APPROVED AS COMPLYING WITH THE ;'- SOUTH FLORIDA BUILDING CODE DATE - tot BY - PRO Ob CT CONTROL SECTION 0ADE COUNTY Bl • 1QN1 r �J ACCEPTANCE NO �` /`Ar Lmc -3 zs T' December 16, 2005 Miami Shores Building Department 10050 Northeast Second Avenue Miami Shores, FL 33138 Re: John and Jennifer Bolton Residence Swimming Pool Design 1202 NE 101 Street Miami Shores, FL 33138 Dear Building Official, I observed the excavation operation during the construction of the neighboring swimming pool located at: 1218 Northeast 101 Street (immediately east of subject residence). The swimming pool was constructed approximately two years ago. The material excavated consisted of rock with sand. No unsuitable material or material with excessive organic content was observed during the excavation. I will observe the excavation operation for the above referenced swimming pool. I certify that all unsuitable material will be removed and replaced with suitable material. Sincerely yours, Bolton, Perez and Associates T: 305.392.3190 www.bpamiami.com F: 305.392.3090 B�Itun, Ferez & Associates Consulting Engineers Airport Corporate Center 7205 Corporate Center Drive Suite 201 Miami, Florida 3312E SmartPool Inc. - YardGard Gate Alarm Systems PASS BUTTON #YG33 YARDGARD WIRED GATE/DOORIWINDOW ALAPM :-Y `i1 EM • Convenient Single Button Pass / Reset Operation • 7- Second Delay Allowed for Adult Pass - Through • 120 dB Alarm Siren - Minimum 95 dB at 10 feet • Low - Voltage Adapter • Mounting Hardware Included for Gate, Door or Window • Contacts, Pass Buttons and Wire Sold Separately Page 1 of 2 COR ##YGO4 • Water - Resistant • Always On Device as Required by Barrier Codes • Can be Manually Reset or will Automatically Reset in 3 Minutes • Always Resets to Standby State in 30 Seconds After Last Switch Activation • Alarm Goes Off Immediately When Triggered as Required by Barrier Codes • Bilingual Installation /Operation Manual (English /French) • Bilingual 4 -Color Box (English /French) MASTER CARTON WEIGHT: 13 Ibs (12/Master) UNIT BOX SIZE: 6.5" x 4" x 3" UL XTW WIRE (20 AWG x 2) PER 1000' #YG31 CONTACT SET 4YG32 http://w-w-w.smartpoolinc.comlwebsite/YARDGARD/yg04.html 1/3/2006 Smart Pool Inc. - Yard Gard Gate Alarm Systems Page 2 of 2 Return to YarriCzarT main page C2003 SrnartPool Inc. Lakewood, NJ - - - - http://www.smartpoolinc.com/website•WARDGARD/yg04.html 1/3/2006 POOLDESIGN.NET 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 (954) 941-1124 infoe swimmingpoolplan. com DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.6 ENTRAPMENT PROTECTION FOR SUCTION INLETS 424.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS REVISIONS 1 /1 // ? ( Erniiio Castro PE #41592 14811 S.W. 9th Lane Miami, FL 33194 FLORIDA PROFESSIONAL SERVICES 100 N E, 89TH ST MIAMI, FL 33138 7 ft. 1 in 3' DEEP 13 ft. 11 in. i172O5 POOL 19X30' 3' TO 6' PEEP 22 ft. 11 in. M 6' DEEP APPRO`" ZONING PLUMBING MECHAN.CAI[ BLDG. :.UGlE(..1 �(� CGMPLI'' ri ALL iEDERAL. TAlf PAD rr !1j JLES AND REGULATIONS SKIMMER 12 ft, 1 in. POOL EQUIPMENT 10 ft. /-- 5 W p . FENCE 0 a) e\`' 5Y 3HAIN LINK FENCE 5' UTILITY EASEMENT BY VILLAGE DATE 1 4 a /a6 ' zC vt R J U •T „ 11) in fr — c� 2 U Ll . LL 0 C cc aS . • RESIDENCE t 6 U�U : g .(p w 5 d 2 1-- W O 5 u) cc POOLDESIGN.NET 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 (954) 941 -1124 info @ swimming poolplan corn DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.6 ENTRAPMENT PROTECTION FOR SUCTION INLETS 424.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS REVISIONS 1) ALL CONCRETE SHALL CONFORM TO AC.I 318-02. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITE/SHOTCRETE) AND 2500 P S.I FOR POURED CONCRETE 2) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A.T S.M.•15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS. PIPING: 3) ALL POOL PIPING SHALL BEAR THE N S.F. -PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING TO COMPLY WITH F B.0 . POOL EQUIPMENT TO APPLY TO F B C. 4) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F B.C. �11I • II iii 5 r Emilio astro PE #41592 l�' 14811 S.W. 9th Lane Miami, FI 33194 FLORIDA PROFESSIONAL SERVICES 100 N.E. 89TH ST MIAMI, FL 33138 (305) 759 -3460 1 .TITLE i BOLTON RESIDENCE DESCRIPTION 1202 N.E. 101 STREET MIAMI SHORES, FL 33138 5 PLUMBING PLAN Scale: 1/4" = 1' -0" DATE 11/8/2005 PAGE 2 OF 4 POOL EQUIPMENT POOL LIGHT 2" RETURN LINE SPA LIGHT 1 -1/2" SPA VENT LINE 2 -1/2" SPA MAIN DRAIN LINE 2" SPA THERAPY JETS 2" SPA AIR LINE CONDUIT FOR SPA REMOTE 10ft \,' 2" CLEANER LINE - 0" I }T I ++ - �- I t J I `-1) i I 4' CHAIN LINK FENCE i 3' DEEP 18 ' 0 6" 1.1/2" THROUGH THE WALL (TYPICAL) - -2" WATERFALL LINE II `— GLASS BLOCK HAND HOLDS ON RAISED WALL —2" SKIMMER LINE —2" UNDERPRESSURE LINE 2 -1/2" MAIN DRAIN LINE 1 -1/2" VENT LINE —2" MAIN DRAIN LINE POOL LIGHT —2" RETURN LINE ANTIVORTEX DUAL MAIN DEEP END EXIT / SWIMOUT DRAINS (SEE DETAIL) — ` 1.1/2' CLEANING FITTING WICOVER INSTALLED 8" T012" BELOW WATER LINE 100 WATT 12V UNDERWATER REMOVABLE UL LIGHT FIXTURE & 1 NICHE 6' DEEP 4 100 WATT 12V UNDERWATER REMOVABLE UL LIGHT FIXTURE & NICHE �= 5' UTILITY EASEMENT - z' 11/2 2-1/T' 18" FIXTURES \ P ip P � P 000 QO 4' CHAIN LINK FENCE NOTE: ALL EMBEDDED ITEMS TO BE INSTALLED PRIOR TO GUNITE: 1. MAINDRAINS AND LINES 2. SKIMMER 3. LIGHT NICHES 4. RETURN LINES 5. CLEANING LINE 8. SPA PLUMBING IF INSTALLED INSIDE WALL 7. BOND WIRE 8. WATER FEATURE LINES AND AND ANY OTHER THROUGH WALL LINES 03 CC ( CD W V �PP�` �. Z, 0 Ili 7 D R • Lt O�Kr� P ,00\1\‘S\' Iz I-- 5 oU 6 a o W nc W RESIDENCE cOG POOL ELECTRICAL DETAIL TO SERVICE CHLORINATOR AUTOMATIC CONTROLER 3 #12s IN 1/2" CONDUIT ; 8AMP 10.4 AMP 75 GPM 100 GPM 11 DEGREES MAX. ANGLE FROM PLUMB POOLDESIGN.. NET G.F I. OUTLET JUNL:I ION 13UX JUNCTION BOX locate B" min above water line. — 3 #12s IN 1/2" CONDUIT 12v RANSFORMER `T- +� IME CLOCK #8AWG INSULATED PUMP COPPER WIRE MOTOR i GROUND TO POOL STEEL DECK DETAIL 4" MIN. EQUIPMENT ANCHORAGE DETAIL (4) 5/8" DAM x 4' HILTI KWIK BOLTS j (4) 112" DAM. x 3" HILTI KWIK BOLTS HEATER 110 PUMP 4" THICK CONCRETE SLAB - with 1 #5 and 10/10 wire mesh • / 8 "X10" FOOTER W/ 1 #5 CONT. LIGHT CORD (IN CONDUIT) #8 AWG INSULATED COPPER WIRE EPDXY COATED (IN CONDUIT) POOL STEEL OVERLAP 48 TIMES DIAMETER • 43/1-0 -WIRE- MESH— min. 3" —/ #3 STEEL 10" 0/C HORIZONTAL & VERTICAL #3 STEEL 1 10" 0/C HORIZONTAL & VERTICAL STRUCTURAL DETAIL SLC'PC C) (.K 1/8' PER FOOT FROM POOL. CONCRETE DECK 4-- -- BULLNOSE BRICK COPING #3s CUNT 6" WALLS 18" MIN. FROM TOP OF LIGHT TO WATERLINE COAT BOND CONNECTION W/ APPROVED POTTING COMPOUND 100 WATT 12v REMOVABLE UNDERWATER LIGHT (typ 2) 8" FLOOR PEBBLE TEC OR DIAMOND BRITE •--• PLASTER FINISH 1.5 HP TA RITE 2 H STA -RITE ALL METALLIC ITEMS WITHIN 5' -0' OF WATERS EDGE OF POOL TO BE BONDED WITH #8 SOL /D INSULATED WIRE (u I listed) FROM POOL FALLS PUMP POOL /SPA PUMP STEEL ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS G F.I OUTLET 10' MIN. AND 20' MAX FROM POOL FILTER PAD DETAIL JANDY AQUALINK RS CONTROL SYSTEM 2" POOL RETURN HLORINATOR 3 WAY VALVE ACTUATOR(typ) MOTES: POOL EQUPMENT ANCHORAGE HAS BEEN DESIGNED TO COMPLY WITH F B C SECT. 301.13 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE SLAB SPA MAIN DRAINS LL 1 5 HP CO PUMP N B AMP 75 GPM MAIN DRAINS POOL 8" ANTIVORTEX MAIN DRAIN GRATE SECURED IN PLACE SO TOOLS ARE REQUIRED FOR REMOVAL HYDROSTATIC VALVE WITH WELLPOINT GRAVEL SUMP ( COPING 2 TILE! 18" DECK 8?s� HORIZONTAL AND VERTICAL - 5' MINIMUM FROM ' PATER ,y 30' 8" MINIMUM 6" CERAMIC TILE SLOPE OF POOL BOTTOM NOT TO EXCEED 1' IN 7' 8" AntiVortex Main Drain Grate Shall Be Secured In Place 6" Thick Walls So That Tools Are Required For Removal 0 0 0 0 0 Gravel SLRnp, 0 0 0 n 4" Marble 0111.11.11111111110111111110111111 suuluht S wa •aiuiim11Ui , oI pater �. (�L�J'� ]J� 411/1111Illwll7 O 0 - ANTI - ENTRAPMENT POOL DETAIL watt 0 0 0 0 0 0 MARBLE SPILLWAY 6 "x6" GLASS 39" BLOCK 1 Anbvor Main Drain Covers Screwed Dower► 400W 12 V LIGV Main Drat RAISED SPA DETAIL EMILIO CASTRO, P.C• # 41592 CIVIL E.C. & ASSOCIATES, INC. r B 0006576 CONSULTING CIVIL & STRUCTURAL ENGINEERS 14811 S.W. 9th Lane ' Miami, FL 33194 Tel (305) 480 -7884 • Fax: (305) 480 -7886 >r` VENT LINE TO BE ift MIN. ABOVE POOL WATER 11 drg max Smooth Troweled Plaster Interior Finish Threaded Plug 4 ° Hydrostatic Valve o ° W/ WellPoint 0 8 "xB" GLASS BLACK WITH GALVANIZED METAL REINFORCEMENT r r , 1.1/2' VENT LINE -VENT IS DESIGNED TO EVACUATE SUCTION IN 3 SEC. OR LESS PER FBC 424 -THIS SAFETY VAC(ABd RELIEF SYSTEM IS A NON- MECHANICAL VENT SYSTEM THAT WILL LIMB THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAX. OF 4. 5' OF MERCURY p8' In TOP OF POOL LINE r I J 4 ). II POOL FINISH POOL FLOG DIRT HYDROSTAT RELIEF VALV A C---1:c,) ANTI - ENTRAPMENT MAIN DRAIN DETAIL 3'-0" z MAIN DRAINS TO HAVE ANSI I ASME A112.19 EM ANTI VORTEX COVER POOL MAIN DRAIN DETAIL POOL MAIN DRAINS TO BE INSTALLED 3' APART ( HYDROSTATIC UPLIFT CALCULATIONS TOP OF BEAM (POOL) ELEVATION 9.92 BOTTOM OF POOL ELEV 3.92 FLOOD CRITERIAN ELEVATION 8.0 POOL IN FLOOD 408 HYDROSTATIC RELIEF VALVE -2.0 NET HEAD 208 ``, SLAB THICKNESS " 8" SWIMO PUMPING FLOW RATES 80 TON VENT PIPE HP I FLOW RATE SIZE MAX LENGTH -- 1 - 5 hp = ' 90 gpmTi2" — � 49ZF V ; 9 gm l SELF BASED UPON STA -RITE MAX -E -PRO SELF PRIMING PUMP PIPE SIZE 1 5" 2.0" 2.5" 3 0" PRESSURE FLOW CAPACITY (10FPS) so 100 gp m 150 gpm 220 gpm SUCTION FLOW CAPACITY (BFPS) 49 gpm 80 gpm 110 gpm 180 _gpm MAIN DRAIN WITH �— ANTI- VORTEX COVER LEGEND: • RETURN LINE • ELEVATION • JANOY 2 -WAY VALVE • JANOY 3 -WAY VALVE 0 • JANOY CHECK VALVE 0 2 • BUTTERFLY VALVE • SKIMMER • VALVE ACTUATOR NTS • NOT TO SCALE E EDGE POOLDESION.NWI' 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 (954) 941 -1124 info@swimmingpoolplan.com DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.6 ENTRAPMENT PROTECTION FOR SUCTION INLETS 424.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS REVISIONS GENERAL NOTES: STRUCTURAL PLANS DESIGNED PER 2004 F.B.C. 1) ALL CONCRETE SHALL CONFORM TO A CI 318-02 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITE/SHOTCRETE) AND 2,500 P S I FOR POURED CONCRETE. 2) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A.T.S,M.•15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.0 I. STANDARDS AND SPECIFICATIONS. PIPING 3) ALL POOL PIPING SHALL BEAR THE N 5 F, -PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING TO COMPLY WITH F B.0 POOL EQUIPMENT TO APPLY TO F B C 4) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F.B.C. Il / 5 1M Emilio stro PIE #41592 14811 S.W. 9th Lane Miami Fl 33194 FLORIDA PROFESSIONAL SERVICES 100 N.E. 89TH ST MIAMI, FL 33138 (305) 759 -3460 TITLE BOLTON RESIDENCE DESCRIPTION 1202 N.E. 101 STREET MIAMI SHORES, FL 33138 DETAILS Scale: 1/4" = 1' -0" DATE 11/9/2005 PAGE 3 OF 4 .001 "CROPF ff IJ TEEL REEBAR bkRPRESSURE LINE °AIWA' Or it � UCTION LIN • GRAVEL i VENT LINE SPECIFICATIONS POOL SIZE: 19 X 30' POOL DEPTH: 3' TO 6' SURFACE AREA: 455 S.F. PERIMETER: 96 L.F. GALLONS: 15,000 TURNOVER RATE: 4.1 HOURS INLET RETURNS: 4 THERAPY JETS: 6 POOUSPA PUMP: 2 HP FILTER: CARTRIDGE 225 S.F. POOL MAIN DRAINS: 2 POOL LIGHT: 100W 12V (2) SKIMMER: 1 WATERFALL: 6' SHEER DESCENT ON SEPARATE 1.5 HP PUMP SPA: 6' X 6' RAISED 18" SPA TURNOVER : 1 HOUR HEATER: GAS 400,000 BTU ENCLO SURE: EXISTING CL FENCE DECK: CONCRETE 2" VACUUM LINE W/ SAFETY COVER: 1 WATERFALL: 6' SHEER DESCENT ON SEPARATE 1.5 HP PUMP CAPTILE POOL,DESION.I®1L;'F 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 (954) 941-1124 info@swimmingpoolplan.com DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.8 ENTRAPMENT PROTECTION FOR SUCTION INLETS 424.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS REVISIONS 1) ALL CONCRETE SHALL CONFORM TO A,C.I 318 -02. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITEJSHOTCRETE) AND 2,500 P.S.I. FOR POURED CONCRETE. 2) ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A. T. S.M.•15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS PIPING. 3) ALL POOL PIPING SHALL BEAR THE N S.F .PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V C. MIN. POOL P,PING TO COMPLY WITH F,B.0 • POOL EQUIPMENT TO APPLY TO F B.C. 4) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F B C. . / 11 //t IOC Emilio • astro PE #41592 14811 S.W. 9th Lane Miami, FL 33194 FLORIDA PROFESSIONAL SERVICE* 100 N.E. 89TH ST MIAMI, FL 33138 (305) 759-3460 TITLE BOLTON RESIDENCE DESCRIPTION 1202 N.E. 101 STREET MIAMI SHORES FL 33138 DETAILS POOL AREA PLAN Scale: 1 in = 20ft. Oin. DATE 11/R/9005 SITE PLAN Scale: 1 in = 20ft. Oin. FENCE ,1 ROOL LQUTViENT ift.6` ' in. 10' 13' 57114 Lc4WiNc j (71651 CHAIN LINK FENCE EASEMENT -- WATER ME SE 179 R. 4 It' PROPERTY LINE RESIDENCE F.F.E. 11.42 m ELECTRIC METER ELECTRIC UNDERGROUND SELF CLOSING SELF LATCHINNG GATES LATCH 54" AFL BY OWNER GATES TO SWING AWAY FROM POOL PER FBC 424.2.17.1.3 SITE PLAN SEALED FOR POOL LOCATION ONLY IF POOL CAUSES UNDERMINING OF EXISTING STRUCTURES, POOL CO. TO PROVIDE PLYWOOD SHORING BETWEEN POOL AND v�� • TOP OF POOL BEAM iiiMINIMOVEMiatingayll EXISTING STRUCTURES I --- • 68 3' -0" DEEP 6 ' - 0 " DEEP -- -- ------ v0 A 1. I, ADJACENT STRUCTURE 1"x118" METAL STRAP ATTACHED TO EXISTING FOOTER WITH 2 SHOTS INTO CONCRETE AT EACH 2x4 • • i 12" I �.sv� P'/ VIRGIN SOIL 4' -0" WIDE by 8' -0" LONG by 1/2" THICK PLYWOOD SHEET ATTACHED WITH NAILS Q12" C/C IN EACH 2x4 I — 2••X4 "s 12" C/C ANGLE OF REPOSE DETAIL NTS rt' •r'� •l• t, `IVili.:C t I vCi L CIVIL. IL E.C. & ASSOCIATES, INC. EB 000657f CONSULTING CIVIL & STRUCTURAL ENGINEERS 14811 S.W. Qth Lane • Miami, FL 33194 Tel: (305) 4804884 • Fax: (305) 480 -7886 6' -0" SHEAR DESCENT WATER FALL - - `' Irby "b 1t,bt%• Th -___ SHEER DESCENT WATERFALL DETAIL HAND HOLD DETAIL PER PLAN Face View Tile HandHold TILE HAND HOLD r immilown R �un��mwsU..' 2SIZEM=51525 TILE HAND HOLDS 4' o/c ON RAISED WALLS :Pt . w►. VIEW DETAIL Section Detail Tile Hand Hold Side View LEGAL DESCRIPTION: MIAMI SHORES SEC 8 AMD PB 42 -40 LOT 6 BLK 184 A LOT SIZE IRREGULAR OR 19833- 2222 07 2001 1 PAGE 4 OF 4 L • r \ E `. C • .. i i ..1 �. ( A. /''-i • 4 • 0 . 7 \■ ' L C 7 - i p . A y i `• :? �� - ' �` . `� ` x [ , `f ? l A t •f .L„ • `°l1 7s +,!(j it �a� « Tt - - D'.? e'S' t. . ' � �� P ss: oiwr. 1:I '4A$TRt; - 4b Ai 1 pie t 1. V I 11 C 1) n pi'. _ 4 a'R 3/;°.1=4 J/ R. 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C,+ u,A.r4s t• v:1.yi # •12,..1 PIPE r AWNINGS t ?L t N1'vrZ�' U £ ASSOCfA'ES, !N( E'+41NH1> 16T9 14 t{O( 1. 14 4 kb'AY F LJ t . 11.06191 • car 11 L. ctottk s A. 1at. bails ., w 0 in t : b ss x ages /�� 0 1 4• 0 ss3 Sa = < ge.>011 1._.___.+53 4 �e "pb silica 0 0 K (1) oSX ((s ,.2bX „8°2 „zbx, ,se "zbK181 S�kgft S E q)(1 Ft2oriTDdoK . °p4 N Xo Soo`1i Nate 0 3,t4,eoL, 37 fa /8 I 3 501 3 ? ' Y x �" /8 0(4” 1,1)41 M u 11 'robes to TOhN Zart4ireK & L` em 202 NE ;off 31% Hi RM1 5k}c4 3 Ai/gat ' t kl p 'S 0 L � t WO 744 53/9X'74Y4 I 1- (utLioN `ivbt: cmetarit5c E+.sU . 37 38 53j�gX38�g MSS to' ANGLE -4 F u O G - t 1 O,Q O F t-ftS pF I4v./ t,n16 tS TQ P 3'J (D e' s 7 N 1 0 /..c (b ,Jr /P /i,v6 J c COc..t )NirJ5 OF 'Ili 6 6--T fir' i co Amos Carl S. Newman, P.E., #15720 3920 Inverrary Boulevard #304 Lauderhill FL 33319 Ph. 954.720.7612 Job No. Qs19 g ET / Carl S. Newman, P.E. #51720 3920 Inverrary Boulevard #304 Lauderhill FL 33319 Our Job Number (9S/ `l D Jurisdiction MO C Client SUU -tiZ \AR J0O JS (-'c, Project ✓, -roJ es t1) 'Nce Drawing # Title V'J t 03 <')ui ti ■J A L l P-1 C A -r 1 AJ 1S7 FLoo2— (mot= 10' 1C ,8s = 0 z x .U?( 141, 1 = 4C,(4 ZNo =00.2 - h "Zs t k q 4 rt4z = ,dozs6 x A4 ' l46 3 51,3`t NOA # SYNC Roo F T VEL0c y .c/IF of v, A -,e PRcsrue e W CC Ccai: cr - ( Acoi ae :toive /C,C1 Gwi \nr1Nb prae SSvecS w1N 1>w6z-4) q x(cc - C�9z) ALLow,LE L � 1='w A -f c (GCp- C,ce ) Eng_calc 1/27/2006 LLowA - +/,,L t_=' Engineering Calculations Page 1 / 03-12o 0 51,3 PsF 53 c 5 /8 4/ - 1 , 04 4 8 /,Z -- s'l.3 1.12 qd -1.22 122 Process # 03- tzo?.uZ 0 f 0 ' J3 % x 38 14.2 4 $1.(r q0 (-{(„4x -113 1 2 8 Wind Load Information Basic Wind Speed 14 4. m.p.h. Wind Importance Factor 1. Exposure fL 8 J qo go 464 x ,• /,�S t �u Phone 954 720 7612 FAX 954 720 7857 Cell 954.258.6499 Date JAN 3 0 MI6 l"i -max- Ne tot ST m(A S t1 o,2e -1.'L1 1. 3 e6' Carl S. Newman, P E #51720 3920 Inverrary Boulevard #304 Lauderhill FL 33319 CKnM Pg,r- � J uG, et •NO/d SYn-1/ 3 eOOF t (h) Vec.oc/r/ 1 2 ,2 1sssu c= 5l to OF um IT 1 r�Z E . 'W I n1DWA,K0 GC to 644 C Cf'- C eei LLB + A+ —13 p / G ce 6 6cpz CA Gc'p VN 1 •k V A R ESSu 2L S w tNt J4J- > �6� ` 6, P "fi 4C-Ld' J, L- � EENNA.4.0 4. (CcCP- 6Cai A; LLow14,P,LE Drawing/Continue_calca 1/30/2006 Engineering/Calculations Page / 4- Continuation Sheet Our Job Number d r CIO Y Drawing # �L = r1.3 464- ¢(..4 x 1f0'"? ,Sb i it- 17_0 i'ci Lf( 4u -- s4 Psr lo psr- Phone 954 720 7612 FAX 954 720 7857 Cell 954 258 6499 PL-7UN Re si geoxt�Date JAN 3 U 2006 Subject 1 x-1.1 .rt.3k.g7 — s0 qo p3� (7.o1.O2 0 r1,3 111 x 2-q,6 tp 4 1,1 3-12_4A 07— J /1 2.0.0 ,11,3 x .12 -z 4 c?o,o go sl - 10,0 st.3r - 1.2 3 — (02- �— 3 l u8, 7 140 FED 3 egqiie Carl S. Newman, P.E. #51720 3920 Inverrary Boulevard #304 Lauderhill FL 33319 Our Job Number 0 S - t ? o g rfKnM Pg,r- � - �t 6,4 / OA :• SYM/3 /ooF -1T ( ) Vc t oc/ r/ ‘ e 5 5 - ' * ) J A w wDw.4.A -D GCe (Cp- ( 46:4 LEE me oNO /6r/' �} c G � _. W t ti , ) l: SS u tc e S ,4trLow0t_u5 L caw 0 q z (< �Cvj A-t-L- nw.V,Le t\A - ( A LOA-0 Engineering/Calculations Page 3 / Continuation Sheet Drawing # Subject 4'1.3 4 / —1, o, +•18 — x (1 1 L - Sy go L / 4 ( 3D.I 9 3 /X3 3- 1211,o 1 10 ' L(6 EP 'fig )C ? I t V4 2_7. Phone 954 720 7612 FAX 954 720 7857 Cell 954 258 6499 Avro" ke S E U e Date , J A N 3 0 200G L4(4.4) 443 W I SILL A GL D X, fG,Lx fig TO 57, � 04-, S (0 of 2 S Jr.3 4; 37 ro 13 ,qa -f 1t ,la f'I.3x (.(6 G'o go Co d' 13 O. / 4 FF3 3 2O;k Carl S. Newman, P.E. #51720 3920 Inverrary Boulevard #304 Lauderhill FL 33319 Our Job Number O S t cl I=Kon-1 Pg, r - l�h " 146,4 , N04 :" Vat- eCa 5S cfl? 5 rte. or ()n1 IT \.v IivDWA-. D GCe 6 z �.Crs w<s4O o,J6 Cp G c;. - Ge Engineering/Calculations Page 4 - - / 4- 1 17 1 Continuation Sheet Drawing# Subject 1 L 1, 1 l8 4 /- 1, /0 -'.1. \J\J tp0 1 ESSu is . s S I rl �r 1,10 R-1 • o 1-- 014,07 o 3- d71O•ol 10' Iv 3� fo 38kRz 13 l 3 .Rg I .ci 3 ^118 -e LA, 1,11 1,16 r � Lte,L { X _ Sg Phone 954 720 7612 FAX 954 720 7857 Cell 954 258 6499 e 3 (Dei,ici Date � 1 #j 2(� ►O Lt t fc FEB 3 ricfio L BUILDING CODE O rLLtNCE OFFiC2 (,1CCO, PRODUCT CONTROL DIVISION 5 - off - �i MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Windoor, Inc. 1978 Stanhome Way Orlando, FL 32804 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this produc;:or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 8000 Aluminum Sliding Glass Door- L.M.I. APPROVAL DOCUMENT: Drawing No. `VIND0076, titled "Series 8000 SGD Large Missile Elevation and General Notes ", sheets 1 through 8 of 8, prepared by Product Technology Corporation, dated by 07/14/04 with revision "A" on 12/29/04, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product . Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1, as well as approval document mentioned above The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 04- 1020.02 Expiration Date: April 14, 2010 Approval Date: April 14, 2005 Page 1 Windoor Incorporated NOTICE OF ACCE?TANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. MaLnfacotret's die'h'wings and sections. 2. Drawing No.`XINI 0tY16 titled "Series 8000 SGD Large Missile Elevation and General Notes ", Slletts 1 through 8 of 8, prepared by Product Technology Corporation dated 07/14/04 with revision "A" on 12/29/04, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by National Certified Testing Laboratories, Test Report No. NCTL -210- 3020-2, dated 05/06/04, signed and sealed by Gerald J. Ferrara, P.E. C. CALCULATIONS • 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by Product Technology Corporation, dated 08/03/04, signed and sealed by Eric S. Nielsen, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.03- 0415.13 for" Vanceva Composites" issued to Solutia Inc., approved on 12/11/03 with expiration date of 12/11/08. F. STATEMENTS 1. Statement letter of compliance and no financial interest, dated October 05, 2004, signed and sealed by Eric S. Nielsen, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code. E -1 Ilerminlo F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04- 1020.02 Expiration Date: April 14, 2010 Approval Date: April 14, 2005 T 9/16" 9/16" VERT. GLASS STOP -4-11.6501-4- 0.44 1.250 11 TWO TRACK SILL PAN TYP. WALL THICKNESS 0.080 c.55lJ 8 TWO TRACK FRAME JAMB TYP. WALL THICKNESS 0.075 (=_ 5.890 ftt FRAME HEAD INSERT TYP. WALL THICKNESS 0.060 r 0.375 3 1/2" SILL RISER TYP. WALL THICKNESS 0.060 1 ---- 3.500 -4--1 0.810 9/16' HORIZONTAL GLASS STOP H1.625b 0,144 f At . I 1.250 SCREEN ASTRAGAL TYP. WALL THICKNESS 0.050 - 11.488 I 1.100 • 4 1/4" SILL RISER TYP. WALL • THICKNESS 0.060 i4 4.250-1 j 0.810 FRAME STILE JAMB - 1.170 INSERT TYP. WALL THICKNESS 0.060 0.710 TWO TRACK SILL INSERT TYP. WALL THICKNESS 0:075 5.775 3" SILL RISER TYP. WALL THICKNESS 0.060 ANEL LOCK STILE TYP. WALL THICKNESS 0.080 F4---3.500 --- 1.75.0 f FRAME HEAD COVER TYP. WALL THICKNESS 0.050 --I 1.975 F-- 1 1 j1.1 43 SCREEN BOTTOM RAIL TYP. WALL THICKNESS 0.064 1 H2.588H 1.144 0.852 PANEL INTERLOCK TYP. WALL THICKNESS 0.080. �----- 3.500 ----! A RAME SILL COVER TYP. WALL THICKNESS 0.050 --1 2.025 1.560 1.144 Per Dods letter doted 12/o3/o4 2-1/4" SILL RISER TYP. WALL THICKNESS 0.060 H _ 2.250 , 0.810 0.670 2.299 REViSKIN f SCREEN STILE TYP. WALL THICKNESS 0.062 I-4-2.588-1 r f�l It/29/04 DATE REINFORCEMENT BAR TYP. WALL THICKNESS 0.250 --2.650 --4-1 Dat Eft PANEL TOP Sc BOTTOM RAIL TYP. WALL THICKNESS 0.080 1.570 1-4-- 3.500 --� " HORIZONTAL GLASS STOP H 1.625 H 0.225 - TWO TRACK FRAME HEAD TYP. WALL THICKNESS 0.075 6.060 -1 14. 1 1.750 I 1 -1/2" SILL RISER TYP. WALL THICKNESS 0.060 -1.500 [.4-- 0.810 f SCREEN INTERLOCK SWEEP TYP. WALL THICKNESS 0.060 I 1 :146 0.503 Erfo.9.. Nteleen Florida P. E. No. 4132.3 du Proc• o TRhnofo ration 1154 Loufetona Ave,. 1b 8 Winter Pork. FtoAda 32789 FBPE CertMceta d Autherfeatton No. 5681 1" VERTICAL GLASS STOP 1.650 {---- 0.225 1 WINDOOR, INC. 1978 STANHOME WAY,. ORLANDO, FL. SERIES 8000. SGD LARGE MISSILE COMPONENTS PREPARED em Phone 407.en -334 Fat 407,422.6336 ROLL BACK UP TYP. WALL THICKNESS 0.175 1.450 0.235T 4.450 8B 1-4--44-1.375 FRAME JAMB INSERT TYP. WALL THICKNESS 0.060 I y 1.170 FEMALE BUTT STILE TYP. WALL THICKNESS 0.080 4.125 9cAta N.T.S. Atvg A OATh 07/14/04 °W0` Ws WIN 00076 6NEV1 8 of 8 F -01878 F, -01871 McM ' - 6 � NEW ` EMI BlialflIFS.WiliMMII 11E1111 .IIIIIItga!ILRAIIIIIIIIIIII 6 • -. 6- & :. •Y '7 'OLLER BACK UP g • • ; T►'ET 16 OR _ • :III • ' :'> : MT* • a1 :4t :ir1•T1i1♦1111►►l ci /Ver m W33351NK000 879 1 ORIZO GLASS STSP SEAL :Y KE RK "∎ 1 31tS/:1 :1 :!X1:11Gl• i • 1 •�' ,• •1• • 1r 2=0001: 12:417,141Pilltalt•itil21: • C' 11 OCK STILE FINSEAL .187 X .220 PAN L I T RL• KS A6063 -T6 A6063 -T6 2468 2.7 • 1111111M- —a Y W /KEEPER [•INIMI:ll141:F:1NI•1449 :I • • 1 mammy! 6.1111 1 f;aLi7IMF [1T,W.T.W : •l11>13; 11`!1' '�11[c ��y:7a'tE' -l•: +y IIM ITTi11:L1li Big ],fY•f f • S_7MM;Sy:ii:il f•>•tR /1 WM[9I:313'i D(.MII1 3411:i11•l:1011RtfY,NINE I AIM :111EMET:T:_W4NIDTIDIVI rlir!![Y•7 iy HEIGH • •J MEkT ■ • IT BY E •R ••• - • ' 21P, 311,'4 *3MINAD3.1RnYiNELT:14: 41511 vi, . - 1i • r• •:• kt=�� k EXTRUDED ALUM: 6663 -T6 SCREE S ILE 0 Far Dad* latter dates 12/02/04 59 P7569AM 1.5" x 2.25" DUAL FINNED DUST PAD 40?.•22.*3 rat 401.622.•336 WIND0076 7 OF 8 BILL OF MATERIAL - : - 15ESCRTPTFOTI ISER EXTRUDED ALUM. A6063 -T6 65 tt: 1(- 1 E6o S. Meson Florida P. E. No. 41323 Produot Teamotogy Corporation 1 W1n 0 tarPork.� Ave., Florid Suit* a rEPE Caruttott. of Atrttrortrotfon NO. 1681 BILL OF MATERIAL NO.. PART NO, DESCRIPTION 46 47 W13131 NK SCREEN FINS L .187 X .130 SCREEN ASSY.SCREW 48 X 5/8 PH TYPE F 48 TP- 055.175 SSS SCREEN SPUN 4. SCREEN C •T.. [1i111111116311)ZPIMI l•F1•TIMII3.IMIIIDICIVIILMA WILIIE•I:1- . FiNINIIIKA if•TilWATNIIIIII SCRE 0 TSS,Z•3;IFI MI ME. • . • '12411W VAMP' ; RAHP PA EI T AI STM r- P II SCREEN RO LER INSTALLATION SCREWS J$ X 3/4 PH TYPE F 5 PJS 7623- 0Q9 -SS -N SCREEN ROLLER 57 W23401 NK WEATHER STRIPPING .187 X .40Q 58 NPG ' NYLON PAEL GUIDE 1" I.G. TEMP.: W/ 7/16" TEMP.; .075 VANCEVA COMPOSITE; W/ 3/8" AIR SPACE; 3/16" TEMP. 60 9/16 O.A.: 1/4 H.S.; .075 VANCEVA COMPOSITE; 1/4" H.S. 61 9/16" 0.A.: 1/4 ANN.; .075 VANCEVA COMP; 1/4" ANN. &2 1/4" DIA. ITW BUILDEX TAPCON W/ 1 -1/4" MIN. EMBEDMENT 63 5/16" DIA. kAG BOLT W/ 2-1/2" MIN. EMBEDMENT 64 1/4 DIAMETER SELF TAPPING TEK SCREW SILICONE CAULK .75" HIGH x Trite: veerutra sn Product 1'.ah ov. wn WIN DD=INC. 1978 STANHOME WAY, ORLANDO, FL. SERIES 8000 SGD LARGE MISSILE BILL OF MATERIALS 88 w " ' 07/14/04 --T-1" GLASS BITE GLAZING TYPE A 9/16" O.A. CONSISTING OF 1/4" ANNEALED GLASS; 0.075 VANCEVA COMPOSITE; 1/4" ANNEALED GLASS FXTERIOR 1" INSULATING GLASS O.A. CONSISTING OF 7/16" TEMPERED 0.075 VANCEVA COMPOSITE (INSIDE LITE); 3/8" AIR SPACE; 3/16" TEMPERED (OUTSIDE LITE) • GLAZING TYPE C A PM Dods (odor dated 12/03/04 REVIVON 1" GLASS BITE 9/16" O.A. CONSISTING OF 1/4" HEAT STRENGTHENED; 0.075 VANCEVA COMPOSITE; 1/4" HEAT STRENGTHENED 2/211/04 GATE ORI 6Y Eric 3. N T. e • 1ertdo P. E. No. 41323 tion Product Technojngy Corpora 1160_ l.ouiahrrp v8.. ult• 6 Winter Perk, Florida 32789 78P! CsrltRoots of Authorlsoz[oo NO. •8881 GLAZING TYPE B WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL. SERIES 8000 SGD LARGE MISSILE GLAZING DETAILS PAePMW 1'I Product T soMoloyy Coryora63l Phone 407.022.8334 Fas 407.022.0336 88 N.T.S. A °' 07/14/04 VAIL WN00078 s►slYts 6 OF 8 • 2 -1/2" MIN. EMBEDMENT WOOD-- FRAMING BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) SECTION F 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL SHEET 6, EXTERIOR EXTERIOR SECTION J SHIM AS REQ'D (SEE NOTES ON SHEET 3) (SEE NOTES ON SHT. 3) 20 GA. TWO BY STEEL FRAMING BY OTHERS PANEL CONSTRUCTION EACH PANEL HAS COPED at BUTTED CORNERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1/4 SS PAN HEAD SCREWS. SECTION H EXTERIOR NON REINFORCED DOORS • SECTION I REINFORCED DOORS Edo S. Nielsen Florida P. E. No. 41323 P ro Technology Carporotio 1150 duct Louialona o Suite 5 Winter Pork, flotk1.3 32789 FSP[ Curatkoto o! Authorbat on M0. 11&51 EXTERIOR Pt Qc4 497.622.51.14 SECTION G .�- 1 1/4" MIN. EMBEDMENT 1 BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) SEE GLAZING DETAIL SHEET 6 Witb WINDOOR, INC. 19.78 STANHOME WAY, ORLANDO, FL. SERIES 8000 SGD LARGE MISSILE HORIZONTAL CROSS SECTIONS -2-1/2" MIN. EMBEDMENT EXTERIOR EXTERIOR 1-1/4" MIN. EMBEDMENT 1 SHIM AS REQ'D (SEE NOTES ON SHEET 3) —1/4" MAX. SHIM SPACE SEE GLAZING DETAILS SHEET 6 WOOD FRAMING BY OTHERS SECTION B /2 " CONCRb.Ik. BY OTHERS 1 -1/4" MIN. EMBEDMENT 3" CONCRETE BY OTHERS a a a 4 ONE BY WOOD BUCK BY OTHERS SECTION D SHIM AS REQ'D (SEE NOTES ON SHEET 3) . a 4 4 a EXTERIOR 1 -1/4" MIN. EMBEDMENT SHIM AS REQ'D (SEE NOTES } ON SHEET 3) 1 /4" MAX SHIM SPACE EXTERIOR Erto S. Ntelaen Florida P. E. No. 4132.3 Product Teohnotogy orp* g rti 11 Loureta Ave 5u Winter Pork. Florida 32789 FIVE C.,tfl1 ate o1 lwtAortzotfon NO. 8861 SECTION C (3" SILL RISER) (SEE NOTES ON SHT. 3) SECTIO 1; 4 .4 49-- --CONCRETE BY OTHERS 20 GA. TWO BY STEEL FRAMING BY OTHERS 3 Approved u coo wid11#0 WINDOOR, INC. 1978 STAN HOME WAY ORLANDO, FL. Tula SERIES 8000 SGD LARGE MISSILE VERTICAL CROSS SECTIONS pnwato Pnwf T C•rp.roeon Mon* 4477.e22.e334 foal 467.6225336 6 ''- 6 6 "— 0 18" MAX. 0.C. 0 18" MAX. 0.C. X 0 0 0 0 INSTALLATION ANCHORS (SEE NOTES 3, 4 & 5) SERIES 8000 OXXO NON REINFORCED SLIDING GLASS DOOR SEE NOTES THIS SHEET A U O INSTALLATION NOTES; 1) SHIM WABLEQrSDHIMTSTACK OF /4 ". USE SHIMS WHERE USING SPAC THAN 1/16" /16 PRESENT. 2) TWO (2) ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3) CONCRETE OR MASONRY SUBSTRATE WHERE ONE BY, NON - STRUCTRUAL, WOOD BUCKING IS EMPLOYED, USE 1/4" 4" DIA. ITW BUILDEX TAPCON CONCRETE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE MIN. OF 1-1/4" INTO CONCRETE OR MASONRY. 4) WOOD FRAME SUBSTRATE, USE 5/16" DIA.. LAG BOLT OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 2 1/2" INTO WOOD FRAMING. 5) STEEL STUD FRAMING, USE 1/4" DIAMETER SELF TAPPING TEK SCREW OF SUFFICIENT LENGTH TO PENETRATE BEYOND THE STEEL FRAMING A MIN. OF THREE PITCHES OF THREAD. for 044. fob:r dame !2/03/04 P,£WSION 6 a Co 6" .1 2/24/04 DATE 0 0 0 12" MAX. O.C. 0 12" MAX. 0.C. Erie S. Meban floc dd P. E. N. 41323 Product Teohnotogy Corporation MI- 1150 Lc i1,tana Mir.. Suits 6 BY Winter Park. Florida 32784 raPE C.rUfloot. or Authorization P40. 6081 0 Moos 4094210334 rag •07.e225330 0 t SERIES 8000 OXXO NOTES RHE SLIDING GLASS DOOR SEE S SHEET N.T.S. A WINDOOR, INC. 19/8 AY SERIES 8000 SGD MISSILE FL. ronz: ANC ORING DETAILS ea�ad WIND0075 It 3 OF 6 • Overt tfo+ (psf) , Size (rr. _4 12" �9 „0 '" + "x 80" + 72"x 80" + 84 "x "x "X "X "x 84"x •x• OA XC " x 1 (, XC " x 1 (,XC "x 1 OX, X0,XX 84 "x 1 OX, X0, "x 1 "x 1 - 148.0 "x 1 - 125,0 ),XX 84 "x 1 - 110.0 07S X0, XX 98 "x 1 - 100.0 OXO •x OX0 "X OXO 108 " x • OX0 OXO OXO OXO OX0 •x OX( "x OX( "x OX( "x 1 - 150.0 OX0 ° x 1 - 150.01 OXO " x 1' - 142.0 OX0 126 "x 1' - 126.0 OX0 144 "x 1 - 114.0 "x 1; -148.0 OX0 105 "x 1: - 126.0 OXO 126 " x 120 " - 110.0 OX( " x 12 - 100.0 Off, " 8 + 1 0X( "x 8 + ' . OXXO 144 " x 80 " + 1 OXXO 168 "x t" " OXXO . - "x I OXXO "x 1 ( 0 "x ( 0 " x iA + 20.0 0)0(0 68 " x 96 + 117.0 OX,Q 192 " x • E6 " • 108.0 OXXO 96 " x 108 " + 120.0 + 100.0 - 145.7 OXXO 120 "x 108 " + 120.0 + 100.0 - 144.4 OXXO 144 ° x 108" + 113.0 + 100.0 - 142.0 OXXO 168 " x 108 " + 100.0- + 100.0 - 128.0 OXXO • 192 "x 108" + 91.0 + 91.0 - 114.0 OXXO .120 " x 120 " + 117.0 - 130.6 0)0(0 144 • x 120 " + 100.0 - 126,0 0)0(0 168 " x 120 " + 88.0 - 110.0 OXX0 192 "x 120 " + 80.0 - 100.0 Table 2: Comparative Analysis And Design Pressure Tapia Non- xeuuNFFa o unit Overall Nominal Design Pressure w /out Relnforeement (psf) Confguratlon s1ze on) Poe. By Si F3sar HeHeight N 4 114" 31/2" 3" 2 1/4" 11/2" OX X0,_ XX +] 75.0 +1_76.0 +; 75.0 + 80.0 + 4&A - 80.0 OX X•( +i 75,0 + 75.0 +. 75.0 + 60.0 +t 46.0 - 90.0 O)( )(0. )X( + 76.0 T 7 +i. 7 6.0 + 80'0 + 46.0 - 0 - 75 �_C 4. + 75.0 + 75.0 + 76.0 +x..60.0 - 4Z 0�� 90.0 O X >D, ) + + 76.0 75.0 +' 75.0 + 80.0 + 45.0 • 86.7 OX XO, XX 48 • x i 961' + 75.0 + • 75.0 +; 76.0 + 60.0 • 48.0 -, 90_0 Ox ) )0( x + 76.0 4 76.0 + 76.0 + 80.0 + .. - ;. . oX XOi)6k z + • .96.0 +• " - 75:d + • 76,0 + ' 60.0 4 46.o . 90.0 ,p�?Cp, O( " x + 73.0 + 73.0 +: 73'4 + 80.0 + ' 463 87.0 p}i: ii5,`Sr( " x 96}' 9.0 + + 86,0 + 8i 66.6 + 80.0 + 46.0 •1 OX X0, )0C 48 " x 108;' • 75.0 + 76.0 +: 76.0 + 46.0 -1 80.0 �X 3ao _, '76,0 + 75.0 +' 76.0 + "45.0 - 8 0)�_wo, X)( • 71.0 + ' 71.0 + +' - 4 - 37O - 8 O6 07( >, 300 53,0 + 66.0 4; 03.5 + 4670.76.0 OX XO, )0( 98 " x 10 + 57.0 + 67.0 +1 57.0 + 67.0 46.0 • 65.0 OX )0 XX 120 " �76 0 _+ 73,0 + 73.0 + 800 81.0 _15X )OD, XX 12 i" , 70 +t - 82.0 + 800 • 75.0 O )G0, �( 4b " _66.0 + 55.0 + a6.o + 55,0 - - _08,0 OX - XO, )6( 120 f' 60. + - 60.0 + b T ,'o ; 60 0 ` " so : 0, 0X10 72 " x 76.0 + 76.0 +' 76.0 - - 80.0 �_ OXO • x 10 + +" • _90.0 . . 7 + -� - XA - w " x _ 76.0 +∎ 8.0 _ +; 757 0 90'0 -0 -- 'x - 78.0 76'6+ 75.0 . 906 . -_ 0 x 55 ' 8.0+ 76.0 ; 73,0 +i 30.0+ - 43.0 • 88.7 0)C 72 • x 988 + 75.0 ± 75.0 +1 75.0 • -. - - 90.0 0)40 80 " x 75.0 L75.0 X 15.0 - - 90.0 0507 • 78.0 780 + 73 4 - 90.0 • - -• -S - - 7 - '7vb r -+ -OYES- ____ 98 +► + 68.b + 65.3 +I 69.0 - - f87 OXO 72' "x 108 " + 76.0 + 78.0 +, 76.0 +' 80.0 + 46.0 - 90.0 OXO 90 " x 108 76.0 75.0 + 75.0 6(.0 + • 45.0 - 90, 0 "'•' o)o $- ' 10''x TOT Y1Th T1.b 80.0 + 4 - 85.0 0)07 12 x 105 " + + 83.0 + 83.0 b60.0 . ' 4 5 - 7670 40 14 0)4 " x 108 " + 87.0 + 57.0 + 67.0 + 57.0 + 49.0 • 08.0 0)40 80 D x 120 73.0 - + 45.0 - - - - _ -_ c5 _ - 108 ' 20 x 1 810 + 4c3.o - ()Yes 128 • x 120 63.0 ' + _ `0X15 - 14'4' X 420 _ 50.0 + 45.0 - OXXO 88'x 75.01+ 76.0 +1 76,0 + 60.0 + 45.0 - _ 0)0(0 _ - '120 Tx 76.0 76.0 +: 73 00.0 0)0 144 • x t 75, o f _ 76.0 '76,0 4'1 75.0 - 9 O 188 " x 60 76f�.0 a +: - 74.01. 0.0 _ - 67 0 80.0 -. - 530 - 43 - - 192 '_x 60 75.0! 75.0 +r 76.0' 60.0 MOO 98 76.0 75.0 +' 75.0 60.0 _ + 46.0 90.0 �OX.XO' 12b - . _'75.8" 75.0 +j 76'.0 60.0 � 0 46. - 90.0 - ' X70 - - 144 .. 75.0 75.0 + 7 L 60.0 + 45.0 . 7_1_9076 O Xx O 198 73.0 - 73, +4 0 ' 73.0 80. + 0 45,0 - _ 87.0 0)X45 192 % 98 " + 66.07 + 68.0 4.1 66.0 [80.0 + - 71 - 576 - 73 7 + OXXO 89 ' x 75.0 76.0 , 7 80 .0 -- 755045:: "�id • x - - i b 175.6 ± 7 15 abo _. -- - 63&c '1aa - z - --- 1176 7� +j 77,0 90.0 _ O0)c<0 _ X0 168 "x 1191 6 'a + 83.0 • 63.0 +. B3o + ono 182 108 " + r + 67.0 +`5'7, + 57.0 1 - OXXO 12 120 73.0 7 +; 741 73.0 , +1 46.0" 87.0 ,. . - OXXO�� '' 1 44 120 f 2.0 �8Z.0 + 92.0 _- 76.0 wad 1 12 0 � 8 65,0 � SS .O 5 4.0 1 is 46.0 . - 68.0 _ _ 07045 192 1201 t 60. 60.0 0.0 X6 +7"45,0' ix Co'O V1 11- i • t Ws XIX;XIX X 'Or010 3040! m�11, 011 1 + +1 +� +! + • Oi 0i0;0I 2; + i+ j+ 4+ S • l xlxx oio n!� 82 19 y •0 i p r • lak� • 010 ! 0 0 okv �d(�•+ritrohri t k i; f1;1 + } 0!0.0 O +1+( +;+ O !p 1451 010 1 Y o • r t I - re ]ti +j +1+ 0 0 I +S +I+ 0.O' g 1� ' ''I 01 0' * , a I r 0�0 0 40,0)0 ',nln in X X XX l` y r i00 t T yt' Ok030j Jai biy 1+J4. Oioj010 0$0jO i �; 4m �1`i10 ioo I t _ 0,0 • ut 00 Fif r {+(+ 1 040' 41 + r kp ts 10-01010 �rib� n.■in'n +1+i +:+ iO.o n 'o! • i t�x:x• 1� 1 0l0IOr 0 :M rIl n.1. P.". t +i+ +i + oio`o 0 n T It- =n o� 0 ±-L o . o , ix;rml Jo:a L-4.- {{ l 01P n •n 1: s 1. 0:ol•i ivitet al +! +1 ofo' m r • '' °.r°1 ' 0 0 to ; m i rs I 1 I. iii o - I o oi yr aivrv, - . j '+I+ t +j 010 v en +; + op o_0 i ne+ri�i e i1 n:n!n 110 • 1 . i.1. _. +; +j +)+ 9.19 1 n o_ 0 .0 :0 0 I 010!0.0 V4 m: �r 010 r + + o nk� .l _L x;x • F Itm I '"I • Compare el e Pressure able Reinforeed Unfts GLAZING TYPES A ANO B ONLY Pa Bed. 1Nt+• dart 12/03/04 REV■SJON 2//20/04 DATE DRL 8'Y t (zK(oS Erio S. Nleleen F1orldd P. E. , No. 41323 Product Technology Corporotion 1.160 Lot:Wens Ave.. Sults 6 Winter Pork. Florida 32749 FBP£ CerWeoie of Authorisodaa O. 6661 WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL, • SERIES 8000 SGD LARGE MISSILE COMPARATIVE ANALYSIS & DESIGN PRESSURE CHARTS PWTMED 6Yi - - -- araarwrileilr Produaf Teohnoio'f Compaction Phone 407.522.5314 Vas 407.0210336 BB Rest A DAIU 07/14/04 W1ND0076 2 OF 8 GENERAL .11.QTE : 1) PIE FR'I()LCf SHO'HN HEREIN IS DESIGNEE '\AND !AP.NUFACTURED TO COMPLY WI1H THE HVHZ FLORIDA BUILDING CODE. 2) WOOD BUCK, STEEL OR WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OF RECORD. PRODUCTS ARE APPROVED FOR USE WHERE LARGE MISSILE IMPACT RESISTANCE IS REQUIRED. IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED, 4) SEE COMPARATIVE ANALYSIS & DESIGN PRESSURE TABLES ON SHEET 2 FOR QUALIFIED CONFIGURATIONS AND DESIGN PRESSURE RATINGS. SYM A Pet noes Mete dabr 12/03/04 RFYISdON "BO R" 0 0 ® 0 192" NOMINAL TESTED WIDTH 40.250" MAX. D.L.0. 0 "El" 0 Eli S. iesen Florida' P. E. No: 41323 Product Technology r otton 1150 Loutiiano Ave.. Suit. 8 Wfnter Pork. Florida. 32789 f 8PE 6ortr lwb of Autharteation N0. 0661 0 "BO" j n 0 8000 OXXO SLIDING GLASS DOOR "BOR ". PANEL (FIXED) = 49-1/2" X 118-5/16" WEEP HOLE I PANEL (ACTIVE) � / 1 " X 0.1875" 1YP. "Al" PANEL (ACTIVE) 49-1/2" X 118-5/16" "BO" PANEL (FIXED) = 49 -1/2" X 118-5/16" WINDOOR, INC. 1978 STAN HOME WAY, ORLANDO, FL. SERIES 8000 SGD LARGE MISSILE ELEVATION AND GENERAL NOTES . PREP/ MD rn • _N1 BB Wit 07/14/04 �2 41132111 WkN 00078 Produol ono 407.822.6334 raf 407.812.8336 pp/weed U iM wfli N Date a l • 1 OF 8 TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 ELEVATION & GENERAL ROTES 2 COMPARATIVE ANALYSIS & DESIGN PRESSURE TABLES 3 • ANCHORING DETAILS 4 VERTICAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 GLAZING DETAILS 7 BILL OF MATERIALS 8 COMPONENTS GENERAL .11.QTE : 1) PIE FR'I()LCf SHO'HN HEREIN IS DESIGNEE '\AND !AP.NUFACTURED TO COMPLY WI1H THE HVHZ FLORIDA BUILDING CODE. 2) WOOD BUCK, STEEL OR WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OF RECORD. PRODUCTS ARE APPROVED FOR USE WHERE LARGE MISSILE IMPACT RESISTANCE IS REQUIRED. IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED, 4) SEE COMPARATIVE ANALYSIS & DESIGN PRESSURE TABLES ON SHEET 2 FOR QUALIFIED CONFIGURATIONS AND DESIGN PRESSURE RATINGS. SYM A Pet noes Mete dabr 12/03/04 RFYISdON "BO R" 0 0 ® 0 192" NOMINAL TESTED WIDTH 40.250" MAX. D.L.0. 0 "El" 0 Eli S. iesen Florida' P. E. No: 41323 Product Technology r otton 1150 Loutiiano Ave.. Suit. 8 Wfnter Pork. Florida. 32789 f 8PE 6ortr lwb of Autharteation N0. 0661 0 "BO" j n 0 8000 OXXO SLIDING GLASS DOOR "BOR ". PANEL (FIXED) = 49-1/2" X 118-5/16" WEEP HOLE I PANEL (ACTIVE) � / 1 " X 0.1875" 1YP. "Al" PANEL (ACTIVE) 49-1/2" X 118-5/16" "BO" PANEL (FIXED) = 49 -1/2" X 118-5/16" WINDOOR, INC. 1978 STAN HOME WAY, ORLANDO, FL. SERIES 8000 SGD LARGE MISSILE ELEVATION AND GENERAL NOTES . PREP/ MD rn • _N1 BB Wit 07/14/04 �2 41132111 WkN 00078 Produol ono 407.822.6334 raf 407.812.8336 pp/weed U iM wfli N Date a l • 1 OF 8 rCLM P_4RF i ; suliwi7tY 613CSEPTION HAt• CAtA1. SIAS?. / SUPPLIES/ R6MA23S I YE -63 4 'A' Nocrei F31ME A44,93 -T3 2 YE -14Q5 1 1lS REQO. G SYOP (OPT,OwL) 3663 -73 I - 3 rE -al i 6 J 4 1 4 CON eI PLATE - R 54E CORNE3 XSv (7033 -L3 - alai -t3 ' - 4 i Y.-I -14-65 3 'at- 622 J AS AEgo. OUZING .4 t t YC{YL Stit1�}I N 6 Y*' -10 _ 2/ :CCiNER 1 F:4f,HE .x._ ESkaty SCREWS - i f3 X I' PH 3.iS 1 1.354 —1 .599 L -- c-0 --t } 2364 WINO OW FRAM GI ZING r'3%.AD 892 1 WE} OW JCIHTS AT CIP.CLIJ.S '..* 40C'AS CI4CU1AR WWNDOWS TYP. CORNER. DETAILS HOA3 .haMAI Irn i i<Iad t ' gr. RR. HLIS•l.YO L1N -p::tYXJ �,F.UCTt:4i4 n_s_ PE p L 53.17 C_.N. 3.53 J JAN 3 0 20114 R ECr. OR SQUM'E WINDOWS TYPICAL ? Vc -$ 3i 3 Sc ELEV. rTR S AC:N? 7 • rfP:CAL. ANCHORS SEE ELEV. FOR = PACOLO METAL STRUCTURES (STEEL CR "wt /. t /a' SrIN. T-ttCK) STEEL Fy ? Q k tilt:4 ALLI'14Itr'UTA : 6Q 23 -rs Slt}J. T1 /CAL ANCHORS • SLY .11.EVS. FOR S?ACtNG LY? C .L . 3 .1tejic R5 SEE Et-:1. FCFL SYACIKG f a eZ2sleal Sias `Jx7'l GYl • W000 OL.'C:<S '.IOT BY YALE 0C D14. X1UST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND .TRANSFE.R TI-JEM TO Ti?E BUILDING STRUCTURE. TYPICAL ANVCHORSi sEE ELEV. ;cR SPAciN7 114 SS11 INTO MY '&000 BUCK'S OR W000 STRUCTURE 1 -3/8' MIN. PE3tETPAT1O?1 INTO W000 J /16 TAtPCQM (aco T tUTO 2t3Y 'WOOD BUCKS OR W000 STRVCTURE 1 --3 0' MIN. PENETRATION &ITO W000 THRU ' BY '11000 BUCKS ',WO MASONRY OR DIRECTLY tNTO hOSO YRY 1- -t /4'' MIN. EMi3Ea INTO MASONRY DIRECTLY INTO MASONRY I - I /4 MN. FZA INTO k1ASONRY 112_ t7RILLFLFX QR SELF ORIL.I INCA SCREWS INTO ttETAL S1RUC (1 /a' t.IiN. 11itCKtlESS) i4 S1,4� INTO APPROVED MULLION <NO SHIM SP. C•') DACE COWRY ?F?R.O A1UWON SEE :EFARxT£ YOA. TYPiCA, tl +C}IOrtS ? - SEE EL E4. r1JR SRACI? 17 EN OR. 1 f.-R000 SiRtY_CU4F3 Ft.A. PE } 16157 C.I.V rsza JAN. 3 4 2011 TYP ICJµ. .4 \CH3R S S ?s EI_t. FOR S?I.COEG -j I dmwing no. { W03 ---39 f cheat 3 of 4 1 42' 4A' 54' Ga '38 72' 33" 42" 43' 54' 60' . Rai 72' 35" 42' 45' 54' 72" 00' 53' 72' 30" 42' 3 4" 84' 50' 93 72' 89_0 59.0 50.0 50.0 50.0 80 0 so.a 30.0 50.0 44.4. 30.0 40.0 40.0 5110 50.0 5.0.0 50.0 44.4- 400 40.0 53_7 887 37.1 '3.0 4-4.4 0.3.0 -40.6 37.1 30.0 80.0 44.4 44.0 44.0 w.0 e0.0 50.0 00.0 30.4 80.0 90.0 50.0 80.0 . 4-0.0 50:0 50.0 4.0 30-0 44_4 44.4 4.20 49. 15.4 36.4 33.3 33.3 50.0 50.0 40.0 68.1 51.1 50_0 44.4 40.0 63.7 57.1 .80.0 .94.4- 30.0 80.0 80.0 30.0 6„x.0 80.0 50.0 00.0 90,0 93.9 so.a 43.1 40.3 30.13 43. ) 40.3 4 � --T � 0SSJEW WAD CAPACITY PSR 3 I I'01 )'+' §- GI.hSS TYPE b)3T•1 • L-3 X EXT. (10 :NT. C -) 36' 42' 45' 54" 50" 513 36' 42" 43' 94 60' 56' 42" 4 3" 34' 33 42' 43' 38' 42" 33 114" 120' 132' t44' 880.0 59_3 50.4 50_0 e9.1 313.1 39.1 14.5 '-4.3 39.1 50.0 50.0 43.3 43.3 33.5 33.5 50.0 =0.0 50.0 5 _0_0 39.0 5000 26.0 50.0 50.0 42. f 4'2.4 42.4 r 42. C1J1� -S rrPE '3 GLASS TYP8 '0 EXT. C :)I,tiT. C -) E:47- C4J INT. C -) 35.7 63.7 37.1 t 57.1 50.0 50.0 30.0 50.0 30.0 43.1 39.1 3 4- 3 34.3 0 1_4 81.4 43.3 43.3 33.5 33.3 00.2 343.2 50.0 50.0 50.0 50.0 33.1 :9. 1 00.0 54.0 6A.0 40.0 30.0 30.0 30.0 80.3 50.0 73.1 75_3 7%. 1 80.0 130 0 .30.0 30.0 80_0 20.0 50.0 30.13 40.0 • 40.0 30.0 84.3 33_4 21.4 72.7 f 72.7 53.3 33.3 68.7 t 68.7 36.7 63.7 30.0 80.0 33.4 53.3 80.0 80.a 45.1 45.4 80.0 1 33.0 43.3 40.3 : 80.0 1 30.0 40.4 4-0.0 80.0 aria 72.7 5887 44.a 544 50.0 72_7 1 68.7 50.0 50.0 . 70.1 68. 8.a .3 73.a 71,1 .30 .4 3.7. .30.0 57.0 j7.0 53.4 53. 50.8 50.8 30.0 5-0 3 80.0 1 50.0 64.5 64.0 33.7 53,7 53.4 . ,0.3 57.5 37.5 : 80.0 30.0 80.0 80.4 81.5 91.3 53_0 5410 95.0 55.0 20.0 5,0.0 73.8' . 79.8 50 .0 47.4 50.0 50.0 50.0 43.2 53.0 50.0 52.0 43.2 30.4 47.1 50.0 50.0 50.0 43.2 50.0 80.0 60.a 45.2 7[ 40OW MSS. V1DTH 15-I/O" 2.6 -1 /2" 77 53 -1 /B' IA -1/3' 23 - 1/2" :a 37" 531 -1 /8' is -1/0" 26 -3/2' 30 -5/8" 53 - 1 /3 ". 11 -1 29 -1 /2' 37' -1 / a' 19 -1/6' 23 -1/2 74 -t /4' 93 -1/8' DESIGN SOLD CAPA.CfSY - PSF EXT. <4) INT. < -3 50.0 90 a OO_O 20.4 504 80.0 90.0 313.0 3-a O 84.4 80.13 50.0 80.0 30.4 04.6 PA!] 313.0. 30.0 50.0 80.0 80.0 80.0 50.0 50.•3 50.? d0.0 3410 80.0 69_0 50-0 50.0 530.0 00.0 80.0 5.0.0 50.0 i 50.0 54.0 04-9 -50.0 80.0 50.0 .50.0 02.5 -32.5 80.0 80.0 50.0 80.0 80_0 3130 50.13 80.0 50.0 80.0 80.4 90.0 80.0 r- 3/ 16" ANII. GLASS .120 INr IAYEN y S uV 0Ol_ -2 U RESIN \ 1, 1 -3/16" ANN_ C115S j `t ■ 1 l SIIJCONE RA •833 (.3- ea. .AD _ ` 1 1 \ 1=E-� II F" G.v _°.7LGt i7E 1 5C522Aa O?'.Ct4,4L ` 1 . N SCHE M - OR045 )4 . 55731 '-='• \ , 1 t t S. t z 1 9 I O " t i' \ V 80.0 90-0 • • 80.0 ?0.0 50.0 54.9 64.9 -13.2 45.2 60,0 B0.0 30.0 34.9 s$_2 45_2 84.3 30.0 CLASS TYPE e4. 60. 637.0 80.4 • 50.0 50.0 80.0 10.0 50.0 80.4 51.0 929 5440 39.0 WA 30.0 55.0 3/ 1 0' ANN. 01- 093" ! \ t S�F1.EK KEEa8FE 14AXIMUTA •� t • \ y SP10onE ti , ' S P 2-CORA 995 CZ. 511.05.415 5 5052604 \ ' SCHNNEE- 'JOR"u3Es.6 51.45731 . �i \ GLASS T YPA_ - GLAZ LUG DET.ILL F ,4 43 8 4;a3>•J§t3 7x383 Pritsad C5/4&.' R t.n ''4•43TA AtsIO l8NGTH C4di;11510N5 CAN 55 301ENTE0 •+ERFIC.L1Y •3R FCRlZCi47MLLY !3 5:40.5:1 3/16" HZ% S TRE,Y - 0 CLA-SS .030' INTEP.L4YER • . i(C.F.PSA € OR t CO' :`41EFLSY70 S5F - Ct1SS PG_YCFR 902.''T5 LAMINATE: t ; OR t I 1 20 I117ERl.irER 1 1. s4r.KO L-1 J O . RESIN • t '� x3/16' :15. STRFN'D °LASS • I I + SILICONE ?OA G_E. EC SAJLOL)1 095 £ II 5.052800 SC14NEE- 1 .5ORE1-:5/+0 543731 G! -1353 TYPE 'C' �r rN. 14,1' .+'1 u9l F32.07 5 5'CTURSS iaA "E # 18357 JAN 3 4 2074 ) drawing no. WO3 -39 (sheet 2 of 4 '1 t 4 c OS I n 'NZ'1OQw Y.IDTT-1 \� f I = I I 11 i 1 I li I Ir 11 -, 1 -- - - - - -- --- ��- - - - - -- 11 II It ' It - - - -- -- -- ,1 11 v 11 n II ,I tl t it I 11 -1 11 II. t; 11 II 11 tt II f I1 11 1, tT [1 n --- -- 1 n it 1t 11 II 11 (1 U 11 11 '1 �1 11 11 11 tl II ' 11 11 11 11 FADS `1IJI UHS 'SURFACE APP-1E0 - OPTICKALI • f I 109 3/4'• O. L OPG. 114' ACINDO• l 7RCT�1 TYPICAL El lATION TESTED UTtfT 11 1t 11 11 t! u 1 r,wca f ,. sort 'NINOCW V510 vi 1 12' um. r& / =1LL ?LLCY /A.2LE LOADS FOR ALTERNATE SitAPt3 AS SHOWY AeovE OR SI<1It }R CAN SE IERIFI ED HY NSCRIQING PPGTUR-r WTh CCW S}'AF E VI ?MIN SQUARE OR REG TANCLE AS l S -(G\iN .N DOTTED L ES AN OUTAi.4`1G ALLOWABLE LOADS FROM F-QSE SHAPES. a MOTH I I rr 1� i.( .f r r nt� . r WI? OOW 'Y'TH ',Y. 'NitO%t . r VII C.."N WIDTH y - i `j [ P i IH 11 _ li IMPACT Wit?, ALUI4IINUti{ MED WINDOW OES1CtI LO.UJ RATING FOR THESE V1T1 USN S TO BE AS PER CP ARtS SHOWN ON SHEET Z. THESE WINDOWS ARE RATED FOR LARGE 1AISSILE IfiFACT. SHUTTERS ARE NOT REOUIRE0. APPROVAL APPLIES TO SINGLE UNITS OR SIDE LsY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED 'NIT7-1 OTHER 'A TYPES IN M00►JL£S OF TNO OR .RARE WINDOWS LSI VG AP PROVED UUL UONS. THIS PRC'•OUCT IS CAS NE° 0 CC1APL'! "t1TTf: THE HIGH ': E_D AURRICCNL ZONE CF 835E 2001 : L RIDA 8LJ11S. WOE. •hQCO FUCKS SY OT IERS. MUST OE ?NCI PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS S1 5CL DE AS LST£O. S ?ACED . &S S1 - 1 0w - P C,v OcFA=LS. .`CHOR MEM" TO EASE MATERIAL S11A L BE as 'ONO .reAL1_ DRESSING OR STUCCO. A'1CHCRING OR LOATNG CO DI1.O;h NOT SHO.41 IN T.-IESE OErAI S ARE NOT FART OF THIS APPROVAL. .MN 3 rJ 2004. a Ya',e O�ron Manuf'acfuri Co.. Inc. NOTICE, OF ACCEPTANCE; EVIDEN S�TI3MZ 'I'TED F. STATEMENTS ta'erient tet:er of conformance, dated 06-10-03, signed and sealed by Humayoun Parooci, P•;;, 2. Statement letter of no financial interest, dated 06- 10 -03, signed & sealed by Humayoun Farooq, P.E. 3. Laborarc.ry compliance letter, as part of the above referenced test reports, issued by Fenerra;ion Testing Laboratory, Inc, l rL -3553, dated 04 09 - 0i. 4. Laboratory compliance letter, as part of the above referenced test reports, issued by Fenestration Testing Laboratory, Inc, FTL -3467, dated 04 1 1 -03, G. OTfT'ER 1. Letter from the consultant stating that the product is in compliance with Florida Building Code (FBC). E - 2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0710.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Yale OArun Manufacturing Co.. Inc. • i0 fICE CF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. lvli fa'tt'rer's die drawings and sections, 2 :.)r -wing No. WU7)-39, titled " Impact View Aluminum Fixed Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 06-10 -03 and last revised on 01- 23 -04; signed and sealed by Humayoun Farooq, P.E. 1. I est reports oil 1) Air Infiltration 'Test, per FBC, TAS 202 -94 2) Uniform Static Aix Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per PBC, TAS 202 -94 4) Large Missile impact Test perItBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FM-3467, dated March 31, 2003, signed and sealed by Joseph Chan, P,E, 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FEC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL -3553, dated March 31,2003, signed and sealed by Joseph Chan, P C. CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98, and structural analysis, prepared by A1- Farooq Corporation, dated 06- 10 -03, signed and sealed by Hurr ayoun Farooq, P.E. 2, Revised Calculations and structural analysis, prepared by AI- Farooq Corporation, dated 01- 23 -04, signed and sealed by Huntayoun Farooq, P.E. U. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No, 02- 0429.06 issued to UCl3 Chemical Corporation for "Uvekel, a Laminate Glass Component ", expiring on 02/08/04. 2, Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex / Keepsafe Maximum ", expiring on 05/21/06. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office It. E4 Theodore Berman, P,E. Deputy Director, Product Control Division NOA No 030710.01 Expiration bate: March 04, 2009 Approval Date: '.VIarch 04, 2004 Sala: This \'OA is Leiag issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (10RA) to be used in 'Miami Dade County and other areas where allowed by the Authority having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cou,2 have this product or material tested f quality assurance 1 ty) reserve the right to this the accepted manner, the manufacturerwillincurthee pe s s e of such to ti g and h AH fmas to me drm in ately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserverr heright to revoke this acceptaace, if it Ls determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Gone of the Florida Building Code. DESCRIPTION: Impact View Aluminum Fixed Window APPROVAL DOCUMENT; Drawing No W03 -39, titled " Impact View Aluminum Fixed Window ", sheets 1 through 4 of 4, prepared by manufacturer dated 06.10 -03 and last revised on 01. 23.04, signed and sealed by Huniayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LAE ZNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement; "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsernent of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the xequeat of the Building Official, This NOA consists of this page l and evidence pages El and E2, as well as approval document mentioned above. The submitted docurnantation was reviewed by Theodora Berman, P,E, M i :1 M p{� Ail: BLUE r1(t.tr (-CAD', COM2LIAISC1, OFFICE (BCC()) PAO;.ttl( 7' CC ROL n.1V1.3toN NOTICE OF ACCEPTANCE (NOA) Ya}e ')gron',Vi,1dovi & Lcors 671 W►,st 18 Screet Hialeah, FL 33010 7) oco— MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLI:R BUILDLNG 140 WEST FLAGLERSTREE`I' SUITE 1603 MIIAMI, FLORIDA 33130 -1563 (305) 315.2901 FAX (305) 375 -2903 NOA No 03- 0710,01 Expiration ]late; March 04,2009 Approval Date: March 04, 2004 Page 1 I ..4 ..] /0 A l UB 1A2 ".1/B' S,C ALUM TUBE Cl %l C :- MIL SP I 4 I % ND me 1 ■� ... r ■ • . ■ - 4 1 4 4 ■ 4 T, ingl Lii....,_ .. wins ■`M4i a ; 1A2 ".1/B' S,C ALUM TUBE Cl %l C ND me 1 ■� ... r ■ • ingl Lii....,_ ill AMR" III 1 110,114 Wil �t MIMI -. 1 1'..3 wl AO ALUM TUBE ee N0 atat CW r d em i , ,.....,, ui, 50 5 /.' hin 01=121111 MAUL 111p11111111 1 / NMI I Miler • 2'xL ,.1 /B 4UIM TUOE w SrCa { 147 ........ , .... ■ rii ■� ■! 1 ii ■ EMI NIMIL.,11 onmon 1111011i4011 i IIi J d � ran% MOIL LIMILIIIIIIMII immussummmano EL • CS MULLION LOAD CHART 0' /EV ALUM 1UBE INTEL C za. 0 -5/0 44 50 60 7a 80 T NIDTH - INCHES MULLION LOaO CHART Z6 d0 00 68 70 B0 TR:3UTAHY NIDlH - INCHES 52 , (0 • m MULLION LOAD CHART. 20 30 4g S0 so '70 U0 TRIBUTARY NIOU1 - INC'IES MULLION LOAD CI -TART 20 38 40 60 64 70 B© TRIBUTARY HIUTH - INCHES M tr m B MULLION LOAD CHART 2I1 30 40 60 60 70 TRIBUTARY NIOTH - IVEHCS WANG* MULLION CLALNC PROUTA'1 PROPIXT TYP BS TRIBUTARY WIDTH = 2 AUG 0 2 2a02 OTAo PR4AUCT [(021N5 C[0 [0G PSDIAICT PROWCI 5. it -T NUSNioun WM.QOQ SI,NICRIBU. - FLA PE ■5557 0UlUON SPAN NOQIONTA. MULLION APinmed v enmiayia= w156i6o 'Florida uidia1 Cud< N0Aa 44.44iJfi /Want MAC WodMu 9i j.,11311 drawing 00 M95-06A heel 2 oe 0 4 2'xL ,.1 /B 4UIM TUOE w SrCa { 147 ........ , .... ■ rii ■� ■! 1 ii ■ EMI NIMIL.,11 onmon 1111011i4011 i IIi J d � ran% MOIL LIMILIIIIIIMII immussummmano EL • CS MULLION LOAD CHART 0' /EV ALUM 1UBE INTEL C za. 0 -5/0 44 50 60 7a 80 T NIDTH - INCHES MULLION LOaO CHART Z6 d0 00 68 70 B0 TR:3UTAHY NIDlH - INCHES 52 , (0 • m MULLION LOAD CHART. 20 30 4g S0 so '70 U0 TRIBUTARY NIOU1 - INC'IES MULLION LOAD CI -TART 20 38 40 60 64 70 B© TRIBUTARY HIUTH - INCHES M tr m B MULLION LOAD CHART 2I1 30 40 60 60 70 TRIBUTARY NIOTH - IVEHCS WANG* MULLION CLALNC PROUTA'1 PROPIXT TYP BS TRIBUTARY WIDTH = 2 AUG 0 2 2a02 OTAo PR4AUCT [(021N5 C[0 [0G PSDIAICT PROWCI 5. it -T NUSNioun WM.QOQ SI,NICRIBU. - FLA PE ■5557 0UlUON SPAN NOQIONTA. MULLION APinmed v enmiayia= w156i6o 'Florida uidia1 Cud< N0Aa 44.44iJfi /Want MAC WodMu 9i j.,11311 drawing 00 M95-06A heel 2 oe 0 4 EL • CS MULLION LOAD CHART 0' /EV ALUM 1UBE INTEL C za. 0 -5/0 44 50 60 7a 80 T NIDTH - INCHES MULLION LOaO CHART Z6 d0 00 68 70 B0 TR:3UTAHY NIDlH - INCHES 52 , (0 • m MULLION LOAD CHART. 20 30 4g S0 so '70 U0 TRIBUTARY NIOU1 - INC'IES MULLION LOAD CI -TART 20 38 40 60 64 70 B© TRIBUTARY HIUTH - INCHES M tr m B MULLION LOAD CHART 2I1 30 40 60 60 70 TRIBUTARY NIOTH - IVEHCS WANG* MULLION CLALNC PROUTA'1 PROPIXT TYP BS TRIBUTARY WIDTH = 2 AUG 0 2 2a02 OTAo PR4AUCT [(021N5 C[0 [0G PSDIAICT PROWCI 5. it -T NUSNioun WM.QOQ SI,NICRIBU. - FLA PE ■5557 0UlUON SPAN NOQIONTA. MULLION APinmed v enmiayia= w156i6o 'Florida uidia1 Cud< N0Aa 44.44iJfi /Want MAC WodMu 9i j.,11311 drawing 00 M95-06A heel 2 oe 0 4 L".5 - JON 7. X 1 K 1 /O' LLULA ANGLE 1 : - -- - -- - OP ILAST co1i , SILL L 1.500 sU1 LUX. 1. - 50 r ANCHORS TY PE 'A' 1/16 Der. 7•PCfMi --- 1 -11/2 1!144. EMBED 1/ ANGLE p f. S.LLS. "GLE NOTCH Ar6LE5 00 11155 143.00E SILL 00 TB1U 14 5,10.5 2/ COL4NNEl 8 Y 2 X 2 X 1/R AWU ANGLE 14 2J ANGLE ANCHORS TYPE .B. TUBE 1Wi0N MBE SIVLLION MULLION 2 X 2 X 1/$ ALUM ANGLE 2 -0/B LONG I L \ L /R' TH1CY. ut0K 0141.111 \ LENGTH TO FIT SNUG 1070 11uLL10N ANCHORS TYPE 'c UET1L TO METAL coNNE0TION 111 X 1 -1/2' 5.5 OR 114 X 2 -1/2' 5115 2/ C1IUm0L 110 sus Li 1/ OUt00LL 1/4 a TAPCtA - 11071WOW STRUCTURES SAN, 1 FUSE0 2/ AHCLE 1/4' O TAPC 10 _ TABU 100 OR 2BY BUCKS INTO VASOKAY 1 -1/4 31111_ L11SO7M' EX01301 2/ ANGLE WY OR 211 WOOD BUCK ONE PIECE CUP id1E0144TE TO AN01.E5 ALL CASES ANCHORS TYPE 'C' M 2 x20 I/O- - ALUM ANGLE 1 04 S.LS. 3/ ANGLE [ WUXI , / f W.. K JJ.l01M1 1.AROm 0 - 01A PE 1 26i +2 2X20 1/"" NAM 1NGLC 3-5 /e LORD AUG 0 2 2002 KUTCN VOOR BUCK 10 ACCER 001E 5 0114 AALZE TO MASI:WO . Ln O Li O M1 L..7 W M1 C3 w S O a O m N 1 ins •1 /4 • TAPCON 1 -1 /4" 4111f_ O18E0 2/ ANGLE ' CON Rt. 15 OR CONC_ tiara OLOCKS { WOOD BUCKS NOT DY YALE OGRON iAUST SUSTAIN LOADS IMPOSED. Approved .r ranajaoe[ rrMM the RuRdslWidin Cb O.le _00 NEMO Mimi Dade Yradur{.cv1RIpL IiT dui Oro mg no. M95 -0SA rr o a; tII' I I iL_. ■ . i ■ ■■ ■ ■■ ► ■■ ■■ ■ .. ....p"..BI Et i k . i ii3►vi i "m ■ INF kil — .. kmainsim 1 o akmilibm - Elm ANCHORS TYPO A TILtT -a.9 20 3 At St 60 70 St T PTPITARY WIDTH - INCHES OrCNDRS OPE J.B. OR Ci PO4C O RDUCT w1 vrnlxx MULUCTI Q N ti GLAZING PRODUCT AYCNO.S A{_ A0. C 12 LOAD ANCHORS TYPE B Rtcr -e ■: ■ 3 20 20 40 ER 60 70 8E� T RIBUTARY W'IOTH - INCHES ANCHOR TRIBUTARY WIDTH = w1 2 + wZ 'awry, 5'.91 TYPICAL MULLION ARRANGEMENILS CHART 11111111111111111 1 ■ &iwg l ,■, u v► v■11■ mat ul .\\ al u�`� \ ft 1111111111SIMIRIMMIS. in IllftWIRINNIMIE I= MM. litnIkailikil 1 1■ • Wk. ■ 9 ANCHORS TYPE C 3 ANCHOR LOAD CHART 28 30 40 EQ 60 70 TRIBUTARY I4IOTH - INCHES FOR ANCHQ[5 DES RIPTiot1 SFE SHEET h OF 4 049.. OR nuw.rau_1 IRRODO SDIOC URES RA PI ( 10557 AT; 02200? A APMN.r•I...emrl3;n�, .Ih 1,/442 D. 1 - / � � 1 NOM �Q2 K(144 M1amI UIOf PmNy Miro Ity 0 7. k � drowing no- M9 5 -05A [sheet 3o1 4 MULLION CLIP (YE -651 (6065 —T5) (ALT. TO ANGLES) CLIP LENGTHS VILEST DE CUT TO FIT SNUG' INTO TUBE MULLIONS. ' MULLI¢N CLIP (eOT.T -TS) CIP IENGnCS MOST BE GUT TO fTT SNUG NT0 ILIAC" (NO STDL �FASTENERS woo.) 8000— J An LE el CGG63 -TS) ARS MULLION CUP (6063 -TS) (ALT. TO ANGLES) CLIP LENGTHS 'MST BE CA TO FTC SING INTO TUBE MULLIONS. MVLLIQN CI IP (6LNil -T5) CIJP i1NGI145 MUST OE CUT TO FIT SNUG INTO TIE 4ULUDHS. (NO 510EE FASTENERS REM.) STEP 1 sTEP_2 STEP STEP STEP 5 >FP6 ?ZSD USE CHARTS AND GRAPHS AS FOLLOWS. OEI[RWINE DESIGN LOAD REOARLD PER ASCE 1 fusi PARTICULAR OPENING. USE DADE COLRRY APPROVED GIAZING PRODUCTS MEETING ABOVE LOAD REOLI'RLMENTS LASE CONNNC1YON TT1 71UWDN AS PER PRODUCT APPROVAL SPECIFY 4AXIMULU S45 SPACING_ USING GRAPHS DH SWEET 2 SELECT UUWON 512E WPM DESIGN RATING 40PtE THAR OE'SY.NI LOAD SPECIFIED IN STEP 1 ABODE USIN0 ANCHOR TYPES ON 5HE1T A. AND ANCHOR GRAPHS ON SHEET 3, 50(111 ANCHOR TYPE HRH 061011 RATING MORE DON THE DESIGN LAWS SPECIFIED W STEP 1 ABOVE_ 6.0011 2!X1.1 3.0.10 4 000 MULLIONS CSivin TYptCAL GLAZING PRODUC HORIZONTAL OITZ. YFR7ICAL SEE WINDOW OR ODOR APPROVAL FA4 F,STENCR0 514E5 AND SPACING RECTANGULAR ALUMINUM TUBE 1I1JLLION5 USBj MULLION PROPFRt S QNL_Y MULtJON SYSTEM 15 RATED FOR LARGE MISSILE IMPACT. AND CAN BE 115E0 Mit Ali MIAMI -OAI)11 COUNTY A IMPACT ANO 140N- IMPACT RESISTANT PRODUCTS. MOTES: L ALL GLAZING PROj1UOTS USED WITH THESE WJWOIS 4UST VEST THE APPLILABLE DADE COUNTY REOUIRL1ENT5 LE *NM LOAD, 4014 N PLATER NDLTRATIOH, EORCCE0 ENTRY RESMT/WEL SAFE6UAR115 ETC. 2_ ANCHOR (4BEOVENT TO &ASE MATERIAL 5401 8E BEYOND WALL CT'ERW0 (STUCCO, T11E ETC,) 3. 4110 O041OGIDNS NOT COVFRZO PE THIS SUB4RT4L SUBJECT TO SEPARATE ENGINF1441N0 RE-va'_ 4 M.I. 414LION5 TO BE 41140 5063-TS. TYPICAL - GLA2TN6 PRDOLIC7 IJ000 AP u..,ra Tkt Floridv 418641 , C414e mH 1 lYOAA Mi.rl HAdr Produce Of One By drawing no. M95 -06A Yak: Orron ManufacL,re; Co. ACCEPTANCE No.: 01- 0607.02 APPROVED AUG 0 9 2001 EXPIRES :.September 17, 2006 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 1. SCOPE 1.1 This rcnw►. t;;e Ncticc of Acceptance No. 98- 0317.08, which was issued on September 17, 1998 It approves an alarn ;num awning window, as described in Section 2 of this Notice of Acceptance, c'es'gn .d to comply wi,h ti,s Sot,th Florida Building Code (SPBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2, PRODUCT DESCRIPTION 2.1 The Series 800 Aluminum Awning Window and its components shall be constructed in strict compliance with the following documents; Drawing No W98 -21, Sheets 1 through 4 of 4, titled " Series -800 Aluminum Awning Window," prepared by Al Farooq Corporation, dated 03/03/98, with revision B dated 5/31/01, signed and scaled by Hun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division, These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown approved drawings. 4. INSTALLATION 4.1 The aluminum awning window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5,1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6,1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identi lied in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFI3C) in order to properly evaluate the installation of this system. 2 Man u I Perez, P.E. Product ontroi Prod 'ontrol Division nu nor m m -a 1 ■ ■ ■ ■ ■1 1 =2' ■1 /B' ALUM TUBE IIMMENEMI ■111■ ■ ■ ■ ■ ■ ■ ■■ ammeniznimmarin ■ ■ ■ ■ ■ ■ ■■■ ■■ 111E1111111111111111111111111111111•1111 ■ �■ ■ � ■� ■■ ■ ■■■►M■ ■ ■ ■ ■ ■•■ L \ •■■ ■►!■■ ■■ 011•31111elum .M►■ ■ ■■ 1►r■NI■■ ■■ ■■ maisteunrom 11. TRIBUTARY WLCTH - INCHES 2 - Kg ALUt4 TUBE 1111 ,/3 IM■ em " lmagtommasnog "La- Z ■■, ■■ 1111,111.111.111$11110111111 111111111M11111111311111110111111110.1111 : 1 R►1M■, ■1 a ■ ■1 ■■. ■I'iii■i ■■ R.■,■f INIMIM ■. ■ 1■ ■\1■1\ \ ■ ■ ■ ■ ■\ 11MU■MIIII■ ■s liummommommina wommouribmosaug ■■■►'i�7 ■■■ imartammummism pi■■i■ ■ ■►►>e ■\`■ ■ ■' •■ ■■ 20 aid 10 S0 60 70 0 . TRIBUTARY WIDTH - INCHES PtULLIDN LOAD CNSRT MULLION LOAD CRART JW 2a 2' y6'x1 /B' ALU'1- TIME `■■RIME +n error c.. -11' ■ ■w■,� 11111111111111111.1111111111111111111 11R 1 ■■ L ll LIWILIMMILTERSIMENII 11111111111011111■1111111111MMI R1R1 ■ ■■■■ ■ ■ ■ ■. ■ �■k■10 ► \ ■ ■�■ ■1M ■►■C ■7 ■ ■►11 ■■ 1 ►■lam ■�■■ \ ■ ■�f� sum. l ■■ra■■km ■11111111 I \ iCi ■■ ■,i■■■ ■■'■ ■■ 11 INN ■ ■■ ■a vm- ■■■ ■■ ■ * i MULLION LOAD CHART TRRIBUTARY WIDTH - MULLION LOAD ekAR7 20 30 40 56 60 711 BO TRIBUTARY WIDTH - INCHES 1'.3'YL /B ALL47 TU6E ■ ■ �� IIT �� ((777RRRYYY �� V IM ■ ■ 11111111111111 11111111111111 II LW 1111111111EMIIM RINIMILIM 1111MIllatMEMNI61.1111 ■_R ■IMOMME Hill Illallinlalll EMIR MI NINIM III LIMNS 11111111 w \N7 F 71 b - m m -a 1 ■ ■ ■ ■ ■1 1 =2' ■1 /B' ALUM TUBE IIMMENEMI ■111■ ■ ■ ■ ■ ■ ■ ■■ ammeniznimmarin ■ ■ ■ ■ ■ ■ ■■■ ■■ 111E1111111111111111111111111111111•1111 ■ �■ ■ � ■� ■■ ■ ■■■►M■ ■ ■ ■ ■ ■•■ L \ •■■ ■►!■■ ■■ 011•31111elum .M►■ ■ ■■ 1►r■NI■■ ■■ ■■ maisteunrom 11. TRIBUTARY WLCTH - INCHES 2 - Kg ALUt4 TUBE 1111 ,/3 IM■ em " lmagtommasnog "La- Z ■■, ■■ 1111,111.111.111$11110111111 111111111M11111111311111110111111110.1111 : 1 R►1M■, ■1 a ■ ■1 ■■. ■I'iii■i ■■ R.■,■f INIMIM ■. ■ 1■ ■\1■1\ \ ■ ■ ■ ■ ■\ 11MU■MIIII■ ■s liummommommina wommouribmosaug ■■■►'i�7 ■■■ imartammummism pi■■i■ ■ ■►►>e ■\`■ ■ ■' •■ ■■ 20 aid 10 S0 60 70 0 . TRIBUTARY WIDTH - INCHES PtULLIDN LOAD CNSRT MULLION LOAD CRART JW 2a 2' y6'x1 /B' ALU'1- TIME `■■RIME +n error c.. -11' ■ ■w■,� 11111111111111111.1111111111111111111 11R 1 ■■ L ll LIWILIMMILTERSIMENII 11111111111011111■1111111111MMI R1R1 ■ ■■■■ ■ ■ ■ ■. ■ �■k■10 ► \ ■ ■�■ ■1M ■►■C ■7 ■ ■►11 ■■ 1 ►■lam ■�■■ \ ■ ■�f� sum. l ■■ra■■km ■11111111 I \ iCi ■■ ■,i■■■ ■■'■ ■■ 11 INN ■ ■■ ■a vm- ■■■ ■■ ■ * i MULLION LOAD CHART TRRIBUTARY WIDTH - MULLION LOAD ekAR7 20 30 40 56 60 711 BO TRIBUTARY WIDTH - INCHES BUILDING CODE' COMt' -FANCE OFF1.:E (CCO) PRODUCT CON tt+01 DI?IS'ON NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Cc,,'n 67I West 18 Stew Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been :r eviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BO;RA) to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AI This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control Division (In Miami Dade County) and/or the AI-I.J (in areas other than Miami bade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Al-4J may immediately revoke, modify, or suspend the use of sttch product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miarni -Dade County Product Contra! Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of tlic Florida Building Code. DESCRIPTION: Aluminum Tube Mullion: - Impact APPROVAL DOCLTMENT: Drawing No. M95 -06A, dated 11/20/95, with revision A dated 06/24/02, titled "Aluminum Tube Mullions ", sheets 1 through 4, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami•Dade County Product Control Division, . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job sire at the request of the Building; Official. This NOA revises NOA # 01- 1204.02 and consists of this page 1 as well as approval document mentioned above. Tic submitted documentation was reviewed by Manuel Perez, P.E. nJ S Duo -3i MIAMI -DADE COUNTY, FLORio METRO.DADE ELA0L2 . BUI1,DIN 140 WEST FLAGLER STRUT, SUITE I6t MiAMI, FLORIDA 33130 -1Sc (305) 375.2001 FAX (305)375-29E_ NOA No 02- 0227.01 Expiration ,Date: December 28, 2006 Approval Date: August 8, 2002 Page 1 11 - s 1 vim:. sutxs MOT ay YAl.I: eon% MUST SUSTAIN LOADS IMPOSED SY G4A21M0 SYSTEM AND TRANSFER THEM 10 "MS 3U!LD N° STRUCTURE. T"yPI4AL ANCf011S; SEE aEV. FOR SPACING 1/4' TAPCON IMO MOD SUCKS OR WOOD STRUCTURE 1 -3/r? AIN. PENETRATION INTO WOOD THRU WOOD SUCKS INTO MASONRY OR DIRECTLY '.'TO MASONRY 1 -1/4 MIN. amino INTO CONC. OR MASONRY Imo METAL STRUCTURES (1/3" 14IN. THICKNESS) OR ALUMINUM MILLIONS (HOLDING A VALID NOT.) SEALANTS; FRAME CORNERS ECTERtOR SEAMS SEALED 'f111H SILICONE VENT AND r''PANIE CORKERS SEALED WITH SEALANT vrinfir D1MN LG,Z DIGN LOAD CAPAO1-tf - Pa7 volt ( )1)( ) iM is /lei wi. 0/3 3fLIDO'€! Dom. , 1 1Y to - II) DV i.r .01 3 W.: a Qv i.r 13 -if&' 73. 70.0 23-1/2' 37' 33 --V3" 74' 23' TM 24.0 AO 73 o ?4.0 73,0 7.? - O 74 79,0 71.0 79;0 75.0 73.0 75 1 73. 37' 53 -1/3' 7 4' 73.0 37" A 19,4 a 710 70.0 N 75.4 73.0 75.0 7450 no 70,0 7 W) 37' as --7/3' 74' 60 -5/3' 4 730 73 0 no 70.0 4 73.3 730 73.0 4 33' 31.1 7$0 71?,a 37' 3 - •1/3' 74' ' 5 74.0 71.0 71,a 74.0 , 5 .(? 55.0 7 ?,Q 73.9 a 441 44.i 70 , 754 37' 5.3 --1/3' 74' 7 3-4 U .7 1 7 4+ d 33- 75.0 710 - O. 75,0 73.0 • 54.E 70.4 70,0 h1 24' 2 73a 70.o. 73.o 73.a 2 79.0 %`3,0 ~ 70 1 70.¢ 2 71.0 73.O 7619 73.4) 2 1 70 750 70.0 73.0 2 73,4) 759 no 75.0 3 33' 3 75.0 1 714 73:0 ( 73.0 3 15.0 710 74.0 1 75,0 3 7 49 7 0 71,0 7$.O 3 7 -7 7" Q 73.0 73,0 ?t9 9 75 .0 1 -a.9 _ AI N,1 eg h a' 1 70 74,0 79 73.0 no ? 0 1 49 7$:0 334 4 i 0 7' &D no 7 . - 740 49 Nadel 74ty /44 5 g 34)' a4 7cio 74 1.4 A. 3 749 784 1 4,6 7. 3 - .0 3 Afft *0 740 0 3 4 444 no 73,0. 70 ' - A4 7.44 1: ._ V,4, �u 72' a 1 1 0:9 is = _ et Q 3.2,4 9 *,9 1. A. 7s 4 • ?t4 73,0 79:0 in s 4*4 - 73:0 MIEFINIEIM 743,0 74:7 D1MN LG,Z 4h.Fa.0 #`Y - PM FOR ( X ) 912I3 0'1 - N 1 Vle Lut IMICIIMitall 'M 3H K?•• 13 -if&' 73. 70.0 23-1/2' Z TM no 37' 2 73,0 - )4.9 f4 -1 /"i ' 3 79;0 7U 2& -i /2' 3& -3/5' 3 7/4 f 73.0 37" 3 7510 73,0 19 -1/3 740 7$4 2 50 4 754 75,Q 4 7- 4,4 '4:0 10 -,/8' 3 73 .4 75 0 25-1 33' 3 7 10 73 41' 5 • 7 40 7- 4 9 10--1 a' 3 740 144 28 -1J2' 74-1 /4' v` no - , 15.0 7' 3 7 3-4 a f? 7tket - 7 - 64 2 73,9 70,0 h1 24' 2 1 730 75-0 2 73,9 7$.D 7 . 0 7' Q 3 no 1 73;0 3 73.0 73,17 30 3 749 794 3 73.3 1 79 3 13. J-4.0 1 4 740 0 MOM/ 11 4 1. 7t9 49 1 4 1 70 74,0 I 4 . ? IV c3 -4 144 3 740 49 Nadel 74ty /44 5 g 7 ii A. a n 7, • a 7141 3 740 70 7 `0 =4 NA NO. CF Yl4,'U J s WIDTH x APPROV1j) COMIG13RA M sr 4. 2 SEP 1 a ?E3O1 y s , os a fi • 0 77 3 C ' • 8 200 � td a 1 ti v AT IWD 1 ARMS AT -7141c 1 2 ANCHORS AT . sea it 1/4' —1/3' ErssAI STK.--WO V 2 1 /2' 30 3/4' +,t. &3 5/0 M. `/I241 OTH ?4" `. v ;Y44at' ; w i41MS T P ' /M1Uli X370 s-G)S3 W31. 1/3 i+ 7 SIREteD GLASS SilltOta VW - "MCC HOURVIt 1MPAUF MASS ?.ianP . T 11 A`" SIuntssi Y aafl WATERS NOT REQUAAEO ACMES i '$1..WCa0 ;1710 5V 1-1F. M.ttr 4? 1 LATCH OILY 12 3/4' MAX.. • HEAWSiLL . WT HMOSS EF ff 2 :fb 4�iLY 1j6' F£shT 31PD GlASS t . 3 O . 14 1 - YB 1/3' HEAT 3T YD GLA. vie 'nncx f03d1NAb IMPACT OLD aln+rs: ' use �� = rte+ .•as Jcc. 7 uzz : SI - MIan NOT AEOUifiral dawn opTioNe –1J3 HEAT SSR£2 Q Gi t d N E 4tAxi1PJ44 1/3' ilT.AT 31AE:e? GSS samusa 5/18' Th1CX NOWIttlf } w w3 to . SHUTTER$ NOT 4 ;COTES 71-d1:3 3TRLC)R4 '3= 5I0N'D AS PER TrL? Sou ri Ft'D?.% 3i3it Fit) COOg 1944 AS 1 H` Eid rtS 7 US1 C+: R .at7A40 . LOADS. : La. WINO ! OAE3,� 3 'A V° 3iJ0:S.3 3Y QS'r1W.E a !arJS4 3? ANCEORED PROPERLY "CO TRANSFER u:140S TO MI5 217 -a 4:Tt79E a ANL'HO93 SHAD. 92 .*$ m-sw. SPAOSO A SWAN OH OETNIS. ANCHOR £11 $ T 10 9.ATE341AL SHALL 9E MONO WALL t1.z$SEN0 OR EINI ArXerMatt_hP- '==1A '2610P01 of "u. " £ ILr ACCEPTANCE No.: _01 APPROVED Ogtol er IL 2001 EXPIRES : . Wolter 25, 1006 NIIT 2IOV ACCE `1'AYCE: J C FIC CONDITIONS S 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as speeiBeally stated in the specific Conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the cornet installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b. l "isuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and %lowed by the expiration date may be displayed in advertising literature. If any portion of the ;Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OP THIS ACCEPTANCE Ishaq L Chanda, P.E. Product Control Examiner Product Control Division 3 ACCEPTANCE No.: APPROVED (�p tnher 2$, 2841 EXPIRES Qcfnite]t �, 2Sltl6 �1��g10E �� pTANGEs _ _ SP»��411�TT1>t')t'TQIYg 1. SCOPE 1.1. This approves an aluminum casement window, to c a C Qd� 1984 ]mod ti4 this tor Notice lV�iami- Acceptance, designed to comply with the South F S Dade County, for the locations where the pressure requirements, as determine by SRC Chapter 21, do not exceed the Design Press re Rating values indicated in the approved 2. PRODUCT DESCRIPTION N 2.1 The Series "140t?" Outswing Aluminum Casement Window and its components W0-62 Al s ha ts constructed in strict compliance with the tbliowing documents: Drawing tired 1- Al Farooq tlthrough 5 of 5, title 'Series-1400 Aluminum Casement Window," prepared Corporation, dated 08641/01 and last revised 09-14-01, GantrQl �pproval with the Notrce P.B., bearing the 'Miauti -Dade County Product Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications, as shown in the approved drawings. 3.2 For Design Pressure Rates v9. Window Ste, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The alum:lnuill easement window and its components shall be installed in strict compliance with the approved drawings. 4.2 Marinello protection system (shutters): the installation of this unit whi u jt renuirn a hurricane protec=tion system. 5. LA BV IANO 5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", 6. BUTLII YG PERMIT EMI T QUIRU MEN`f S 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 The Notice of Acceptance of applicable mullion at the astragal location. r 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ishaq I. panda, P,E. Product Control Examiner Product Control Division 2 PR1tJ'LJUC; CO M 01.4 NOT:CE F AcctyrAnE Irate Ogren Manutettchrg , rg , y ru 671 Wilt 18 Stree Hialeah 014 33010 The expense of such testing will be incurred by the manufacturer. ACcreTAN E NO. 8,1-9844 1 &3 f/1:Q44 A.ffROVXDa 10OZ/ZO41 5 ocp \\ 04500011ptil(10\1t aptat tk attept3nce coo sr page.d+ • lnterctet ungl address: postmaster ¢buildirlgccdeonline.ecm MfAlvu D. %DE COUNrY, FLORIDA METRO -DAD'S MAUER- BUILDING » fl1D11G CODE CO31FL 'lNCS OFT ICE MB' FItO-DADS FLAMER 31.11LD114G 140 WEST rLAGLER silt' sr, SUITS 1603 MIAMI FLORIDA 33130-163 (305) 3732901 FAX (305) 3754908 CONTRACTOR ucnoisno; sic IION (305) 375.2527 FAX (305) 3152558 CON113ACTO11 E.'+TO1.CEMENT DIVISION (301)315-2W FAX (305) 315-2908 PRODUCT CONTROL DIVISION (305) 3152902 PAX (305) 3726339 YOUr application for Notice of Acceptance (NOA) of: Series 1406 Outswidgittatunbutits Casegtent Window Impact Resistant under C1!tapter 8 of the Code of Miami-Dade County governing the use of Alternate 1Silaterials and Types of Construction, and completely" described herein, has been recommended for acceptance by the 1V arnl-Dade County 13uildinng Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or 1rnGEumfacturer's plant for quality control testing. If this product , or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. 13CCO reserves" the right to revoke this approval, if it is determined by BCCO That this product or material fails to ineet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division nip is ri r COVFEISIIEttlEE co A11Ii1'1I�}}1�T E;S FOR SPECIFIC LAND GENEP1AL , CONDTV Ns _111L.QM CODE +% FItObUc iUWtE' V CO N1Y1"f'EE_ This app3'icatioa for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco 1. Quintana, RA. Director Miami -Dade County I3uilding Code Coinplme Office 13ontepaget http : / /www.buildingcodeonline.com ITEM PART iF QUANTITY DESCRIPTION MATERIAL I MANF /SL'PPL1ER /REMARKS 1 YE -t 600 1 FRAME HEAD 6063 -T5 - 2 YE -1601 1 FRAME SILL 6063 -T5 - 3 YE -1602_ 1 FRAME JAMB 6063 -T5 - 4 YE -1605 1 SILL TRACK INSERT 6063 -TS - 5 YE -1603 1/ VENT FlXEO RAlL' 6063 -TS - 6 YE -1704 1/ VENT VENT MEETING RAIL 6067 -TS - 7 YE -1604 1/ VENT JAMB STILE 6063 -TS - 8 YE -1707 AS READ GLAZING BEAD 6063 -T5 - 9 YE -1706 2/ VENT TOP AND BOTTOM RAIL 60b3 - TS - 10 - - - - - 11 YH -1605 2/ VENT ROLLER ASSEMBLY NYLON YALE, 3" FROM EACH END 12 YH -715 2/ VENT VENT LATCH - AT 8 -1/2" 6c 46 -1/2" FROM BOTTOM 13 Y1-62 2/ UTCH VENT LATCH SCREWS _ - 14 YN -622 AS READ, BULB W'STRIPPING - SULLNAN & SULLNAN 15 YH -6009 AS READ, FlN SEAL W'STRIPPING - ULTRAFAB 16 YF - 1 0 AS READ, FRAME/VENT ASSEMBLY SCREWS CRS 18 X 1" P.N. SMS 17 Y1-i-1602 2/VENT TOP GUIDE VINYL YALE 18 YH -1603 2/VENT BOTTOM GUIDE STEEL YALE 19 YF -71 2/ GUIDE GUIDE SCREWS - SMS 20 YH -1601 1/ WEEP OPEN CELL FOAM PAD (1' X 1' X 3 - YALE 21 YH -1604 - OPEN CELL FOAM PAD (1 -1/4" X 1 X 1 - 3/4 ' ) - YALE 22 YH -1606 2 WEEPHOLE COVERS - YALE 3.287 FRAME HEAD 7 _1786 3.536 4� 3.286 .708 FRAME SILL 1.497 --I SILL TRACK 3.036 1970 3.348 3,786 .062 I .888 .062 .789 �-- -1.3B8 FRAM JAME — T 1.618 2.583 1.461 1.434 JAMB STILE 4 .939 2.000 .062 MEETING RAIL 062 3.334 FIXED MTG. RAIL .941 .375 GLAZING BEAD - 1.468 v:NT TOP /BOTTOM RAIL 2.273 --�{ 1.340 1.339 FRAME TOP CORNER FRAME BOTTOM CORNER A.14rAvadi YL C.e. ^ ".'1r !fit Rectitt, Ikicgz livicske Enrr: DP, HUMAYOUN FAR000 STRUCTURES C.A N. db VENT TOP/ BOTTOM CORNERS JAN 3 201A r CO Z N LO rn Zw O ° +-+ F - N ZS PO O 0- a o � V Z rry o 01 Q M ao • Q t o a W3� cc N � fs. Z u) a' — W - m ( ) h 0 0 m i 0 0 N 0 a O N • • 0 0 crowing W03 -104 rCI'.PA+ F o C. O 4 M 3 Z J d 0 U 1/4 f. SH11a asp oil g 11 l g6 1 4'1 8 to 2 EY f ; f ..,�- .-•fir 1 L. TrPeL AriCF+O E.£i. FOR SPA.CIyv O1H EXTERIOR 'mow WWO1H 1 ,SNr want EXTERIOR . KINcqlt 'Mcw xOx LIYOU YfhT Wt01V 1/4' SHIW 0: CPC. 18f! W000 BUCKS TYPICAL OC1880AS , SEE EI.V. rGci SPACING *cow fit. A 1 1+ 10, tii:OT Ell 2i: C HIALILN F SIRVCTURES X1.4. PC 1655? A.H..436 r, y r Mir —CAGE COUNTY k'PfQYFO TYPICAL ANCHORS — SE£ fiEY. DCfi SPACING WINCOIY WIDTH TFlCat AMC'{f2.t SEE EREY. ff'R , PACENC — I 7YPK'.L ANCHORS/ SEE ELEV. FCA SFAC:tX 1EY [WOO 6l l MEih!- 5RLCTUR �$fIEL CR ALUM. t /8` Vitt THICK) Sufi : Ey 3s 9c51 1474. .sluviFit,fa 64tH – ts wit+. rpic.o AVCt fOR 5,J Sf_< :l£� FGR SPACING 1YPIClf ANCHCAS see (LEY. FOR 5PAC0.93 l_ '.cco aura A •^v3 a i7s EM& l3nm Hawk.; t4ts - r rtikR11 rt. drrwtrt4` ,o. W03 --104 ( ( WOOD eucKS NOT BY YALE, MUST SUSTAN LOADS LUPOSED BY ' GLAZING SYSTEM MQ TRANSFER THEM 1 f TO Tai = S LOCOING STRUCtk1RE . I TY AL ANCHORS; SEC act, FOR SPACiN a v+ rW0145 BY 'ELCO TEXTRON' INFO 2BY 'ttXCO BMX OR WOOD STRUCTURE 1 -3/6' MIN. PENETRAfOti :NTO WOOD THRt1 t BY BUCKS INTO CO t4 C. OR MASONRY I -I/4" I,{I N. Ett8ED INT3 CONC. OR MASONR" DIRECTLY INTO CONC. OR MASONRY t -t /4 M*4. ENS ED 314TC CONC. OR Nti.SCNRY 1ft" TEK3 OR S1r4S' DRn ( 1N4 mow; WO MCA. STRLCT3RES (: /a' W.N. THICKNESS) (1/4' VAX. SHa( SPACE) 1.2 SSAS ¢R SELF OPit LU.0 S.PResYS INTO GLACE COUNTY AP ?RO. D IAULLF NS ND SHIM SPACE) S1ALANTS; FRAl4£ AND YEN T CORNE15 ANO rNSTALt)TtON SCREWS AT SIL SeALED WITH WHITE/Atli 4I, NU L 4 COLCREO SEA _ANT. }FEEPHQLES: W1 r. I -5/ X =./4" WEEP:i0LE.S. AT 12" FR ?A EACH END WITH PLASTIC EAFFLE W2 - 3/4 X 5/r WEEPHOLE AT EACH END P13 = , -110 X 1; 4' 'r:EEPHOLES A I6 -1/2' $RQFA EACH ENO SIN UC1 11sE f' Fe 16:87 C i H. 3`39 .F 3 ? 2ct ' 7 • O g a 9e, alwgq Limn E at 1 ii g N I rstiektt 3 a 5 1 t' 824 tWAt) CAYIC]C'T - Eat (39. 0( 01 44 Ai KiteOr Ma. Wit MOO 26 --1/2" 37' 26' 53 -1 /e (3) 74- 26-1/Y 37" 80 -3/15' Ss-- :/r ( 74' 28 -1/2' 37' 34 33 - 1/8' ( 14' -3 2& -1/2' 37' 53-1/' 74' 24' 30 43' 90• 72 $3' (51 24" (2) 24' 36' MS' 35' (3) 72' 2!' 3E* (4) 21." 35' t�• 674 60' 72' A - NO. ( ) NO. x x' MASS TYPES 4' & • 8 :vlkt 920 ' 1490 4 98.0 14.38 5 9%0 140.9 7 900 1400 3 400 7400 4 20.0 1-40.0 93.0 140.0 7 _ 9 S 90D 4 900 5 00.0 98.0 3 907.0 140.0 140.0 148.0 140.0 11 &6 140.0 SAO I 140.0 5 90.6 1 52+1.7 90.0 500 3 PS 0 4 E 9000 5 904 2 +105 3 90.0 2 •+ 900 3 7 90.0 L a 40.0 960 900 90.0 i !!! 40-4 I 5 1 920 I 9 I MO 92.8 740.0 740.0 9317 1 740.0 740.0 140 140.0 90.0 140.0 90.0 140.0 6 90.0 140.0 7.0.0 740.0 140.0 :0.0 1sp.0 •30.7 730.8 133.6 •2B.0 •22.0 702.2 1 OF ANChOi7S PER HEAD & SPA OF ANCHORS PER JAMB !Eft A'i0 RiCNl '1EA'1S 7.1 BE or E0U4L CLASS OL•J 49b1745 . XO OR OX' 40.0 44a -4100 99.0 903 90.9 79.3 73.4 40.0 ela 90.9 900 90.0 DESIGN U)AD CAPAC))Y - E'Sf' (101 S(ZES 1 CUSS 1711ES WINDOW MS. s 'A' & '0' 940114 1029147 74- 26" 705 -1/4' (3) 111' 74' 104 --t / 111 3.5-3/8' (3) 74" x „ 5/ 5. ' 101E -1 /4' (4) 11Y 74' !3" 10S -1/4' (5) 12" Bt' 24' 96' (2) 8 lair 0 90.0 140.0 7s• 0 50.0 two se s!" 7 90.0 140.0 45" ( 8 00.0 131.4 j 1133 S 93.0 :$4.1 72" a 00.0 120.5 B4" 48' ? 92.0 tt 113.0 Os' ( 4 900 t 95_9 46' 9 55. 1 53.1 7 2' err 39' ( 103' A - NO. OF tit,O-1CaS PER HEAD & ( ) NO. OF :JIC) D 4S PER ,1. E 90.0 27.5 7 85.1 Ski EA 73.1 73.1 SILL (I/ 11‘f1 OPER:4115M YER1S TO 9? 7/4 OF T.F4i W1ND0\li 'tkOTH 'XOX LESION LOAD CAPACITY - PSV (X0X SIZES. 71M00 DIMS. 74' 35 -J /8. 7 90.5 J 140,0 101 -1/4' (3 ) 9 90.0 145 1 111' 10 .0 1424 74' 50-5/4' 7 40.0 106-1/4" (4) 9 20.0 1 7' 1 70 00.0 72' 54 96 " 0Ei 72' '34 98' NOW 10 24" (2) 1t O. 4F ( ) t40. OF 9 940 7400 10 900) t 740.0 T 90.0 5.3" 9 90.0 (5) IC 811.7 6 9013 7 90.0 b 90.9 143.0 9 99.C_ 8 90.9 35' 7 20.0 (3} 8 90.0 9 90.9 5 50.0 }y' 7 20.0 ( ! 90.0 SUSS TiFE8 .e. k .H. SO. 4 IP41.(-) 740.0 135.! 143.1 115.2 113.4 92,0 140.0 14.0 144.0 145.0 140.0 40.0 ' 126.0 253 !2 3..4 9 50.0 121.3 5 90.4 1,11.7 93' 7 90.0 11)3.2 (5) tr 00.4 101.6 5 90.9 97.8 1N9HORS PER HS4J & SU. 2'CH`ORS PER .t E: (1/31.1 i (1 /Y) h t1/3i) 4 ! � ' 1 opER.&7w3 VENTS 10 SE 1/3 Of THE 0717400'3 MOTH E ^ice r fr�L'00 r V. Fc f 15157 ;.4.14. t dro.e4(79 nal j IWO3- -104, t4El6/ LSII C&1C ,„cP6 22 3/8' --- -3 /la' ANIIK GLASS • I t J 21 CPO. , 3/6' I t O.t_ 1 1 `` 27' VENT' %ION MO' INERAYER T' — S J,JT: 51AVIA14s' , 61Y SOWN --- -3116' AM. CLASS aka WNYI. �� Y14 -672 LI�r.�e COW CORNIIM 1199 E 41CREY-EcD 5731 . Z t MAICA 47 3/4'' 0.L C73. 5+ 3/4' VZ11 MOTH `XOX' 5--- 3/ 4 S' ,+NN. Ct.ASS , 10O' WERLAYER l E3Y SURFACE SPECLALTIES F ANN. GLASS D.L. s ' G. 27' VEsi1 WI BULB VIIsYt YH -622 G'ASS TYPE 'B' SILICONE 1189 28[a EE I. 5731 FALSE PdiM[T T i� �W} z OC IK I r1'ptCgls1 EVATION$ TESTED l.iNDS @' tdA1(. 71P. I4CA41/SILL 0..ANEAS /4 1 2' 1 uA7�. 3! .3/4' O.L CFG. 3e t /2' VW WwOT14 'XO, OX OR KX' 1 THESE WWNOOViS ME RATED FOR LARGE 4A 'SSTLE I -VPACT. 1 SHUTTERS ME NOT REt1U3REO, 3 RJPS --1 Q00_ IMPACT VIEW &LUML' 1LM HORIZONTAL SLJDING WINDOtt; E_Siat: ! 0- RATIVOS FC9 tMESE 4YIND`O4 S 10 BE t� PEA CHARTS SHQ' N C:1 SM E1S 2 & J. APP.ROQAL APPLES TO S'fiGLE UNITS OR SIDE av 510E COMi3iNKCOM L' H.R./HR OR H . R . \' rrt OTHER •Sy}NOOW TYPES IN LUO::+J Cr TWO CR MORE yiiNOCl#7S US'HG APPROVED MULLIONS. THES oROC1Jt:r IS 0.SSMIED 10 COMPLY MTH THE HIS,H VELOWY IAR,C41 E ZONE OF DI 2C01 1L0R1DIt BUN.CSN9 000E. • 4roC0 BUCKS BY OTHERS LitIST BE ANCHORED PROPERLY TO TR.A NSFER L0.'&S TO THE STTiJC7Wk AWCH RS SIAALL OE AS LISTED, SPACED AS SHAWN ON OETA'LS. ANCHOR EM2EW.4E14T TO t3ASE MATERIAL SHALL $£ O YON d WALL DRESSttfl3 OR STUCCO. ANCHOR'NC C2 LOA0 -1+(s GONE LOt-S r.`OT SHOWN IN Tt-'ESE DETAILS ARE KW PART. r FY1S APPROVAL. • • Yale Ovron Manufacturing Co, Inc, jOTICE GF rt C +:PErANCE: E r M ITTwn F. STATEMENTS 1. Statement letct -r oo fioancia? interest, dated t 1/15/03, signed by HUmayoun Farooq, ° E_ !'Ncta. 2. Statement letter of conformance, dated 11)15/(0, signed and sealed by Humayoun Parooq, P.E. 600'30dd E -2 Theodore Berman, PS. D 'lwty Director, Product Control Division NOA No 034203.02 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 illJA woad 8 I: G 170. E I AdW Yale O rOn Manufacturing Co... Inc. NOT1CH, 0)F Ac_ CEl'TAScE: EVIDEN SUBMITTED A. DRAW NGS 1. Ma.nufacturer's d•.e drav'ings ld ;ecti.or s_ 2. Drawing No.W03 -1C4, tit;eri ";e.iea -1600 Impact •✓iew Alum.. Horiz. Sliding WDW." sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 11/18/03 with revision "A" dated 01123/04, signed and sealed by Ilumayoun )~a-ooq, P.E. B. TESTS 1. Test reports on 1) Air InfiiItration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC; TAS 202 -94 3) Water Resistance Test, per F1tC, TAS 202 -94 4) Large Missile Impact. Test pe: . FBC, TAS 201 -94 5) Cyclic Wind Pressure Loadin g per FBC, TAS 203 -94 6) Forced Entry Test, per FRC 2411 3-2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of 3$ aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3763, dated 05/03103, si and sealed t Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Meat, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per F'] 3C, TAS 202 -94 4) Large Missile Impact Test pe FBC, TAS 201 -94 5) Cyclic Wind Pressure Loadirl g per FBC, TAS 203 -94 6) Forced Entry Test, per FBC : 411 3.2.1 and TAS 202 -94 along with marked -up drawings and installatio,l diagram of an aluminum horizontal sliding window, prepared by Fenestration Test nl; Laboratory, Inc., Test Report No. FTL -3791, dated 07/12!03, signed and sealed l,y Joseph Chan, P,E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E -1300 and testel per ASTM E -1300, prepared by A1- Farooq Corporation dated 11/15/03, signed and sealed by Dr. l-lumayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Offios (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01.0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21 06. 2. Notice of Acceptance No. 03- 1223.04 issued to Sulface Specialties, Inc. for their "Uvekol Liq. Resin" dated 02/05 /04, expiring 311 02108109. E -1 '�� • 4 / yam Theodore ile- ,non,?.E. D■ puty Director, Product Control Division NOA No 03- 1203,02 Expiration Date: March 04, 2009 approval Date: March 04, 2004 200 ' 30dd :11d,k W06. L t :6 t20, 61 ,lkV BUILDING CODE COMPLIANCE. O1+F?CF (BC>=O) PRODCCT CONTROL DIVISION NOTICE OF ACC'PTNCE (NOA) Yale Ogron Manufacturing Cc., Int. 671 West 18 Street lEaleah, FL 33010 MLkM1 -DADE COUNTY, FLORIDA METRO•]3ADE FLAGLER EUILDING 140 WYEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations gc,verning the use of construction materials. The documentation submitted has been reviewed by Miami -Dade Coua'tty product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Iurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The :Miami- Dade: County '`roduct Control Division (In Miami Dade County) and/or the AHI (in areas other data Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. 1' this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the :CHI may immediately revoke, modify, or suspend the use of such product or Material withir their jurisdiction., BORA:rserves the right to revoke this acceptance, if it is determined by. Miami -Dade County ?roduct Control Division dia. this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed ti > comply with the 51orida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1600 Impaci View Aluminum Horizontal Sliding Window APPROVAL DOCU. NT: Drawing No.W03 -104, titled "Series - 1600 impact View Alum, Horiz. Sliding WDW.", sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 11/18/03 with revision "A" dated 01/'3104, signed and sealed by Humayouii Farooq, P.E., bearing the Miami -Dag ie County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATLNG: Large and Small ',Missile Impact LABELING: Each unit shall bear a permanent label with the nnanuf,ieturei's name or logo, city, state and following statement: "Miami - Dade County Product Control Approve, l ", unless otherwise noted hercan. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse )f this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and rem(val of NOA. ADVERTISEMENT: The NOA number preceded by the words N:iami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, their it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the iser by the manufacturer or its ctisuibutors and shall be available for inspection at the job site at the request of tf e Building Official. This NOA consists of this page 1 and evidence pages 1 and E -2, a, well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 100'39dd (,) S 0(0 -- 3 NOA No 03. 1203.01 Expiration Date: March 04, 2009 A pproval Date: March 04, 2004 Page 1 31dA WO d 9T:6 00, ET M:11/1 L ._ TYPICAL ANCHORS SEE EL V. FOR SPACING 'CAVE 00th Y A T MULi3ON' WINDOW 11Ar?T}L TYFIcM. ANcNoRQ SEE ELEV. FOR SP'ciV;s 14.I.t00W 040T1i 17EI RICO. d t P� L27' / RIC. b1CSE11EPT1024 ' I E 1 Y 1700 1 /12/34C I- A34C V.0 2 YE -1701 1 FRAME SILL _ —sue -- 2 MINE JI LIH YE- 110.- 1 MM. 1ETG. RM. YC� 11 _ 1 WElr TOP RAIL 6 - 7 1 10 11 12 13 14 15 16 17 15 18 20 21 YE -1706 J 1 WERT 8013014 RAL Y[ 1706 vENT sIDE RAIL 11= -1707 AS Roo_ GLAZING 817C7 YH -1907 2 REINFORCING EARS, PJU. LF1T11! YE -1704 t YN -713 YF -12 m - YN -6001 Yi -10 2//HEN1 A5 REO?_ AS REDO. 2 2 - 2/VEXT - L 2. VE 11 LkTTN a FROY ENDS• 2 IA7cH SP7R4•0 2/ tEb1T C/.I4 LOOK O t t' FROW EACH ENO 2/ LATCH OK11 LACK SCREWS AS ftLQo 8A5 PILE 1 AS REQO. Fitt SUL w rRIPFIN0 *RAW/WM !SSEM8LY 9..REw i F1k. NR1. R.JL A5SE1A81.Y SCREWS vENT UJWDE • AisnC Gu10[ SCReasS - SUS j SPWitt Ma Pull&`/ aN_ANCE - 1 cAlowELL 0PE31 chi_ Fa41J PAD (1,. X 1/2 X 1- 1/2 -)j - yALE Fir, —npui (oi , 000202 s vcrutans 11... PE q 16507 CAN. 3535 • ea t 4 4 - 4R - 1 d 2034 XATER1 L 6063 -1"5 6063 -T! 6063 -SS 6063 -F5 STEEL 500.1 -TS 16011". / SUPPLIER/ REJ4ARIM Vs:* K 1 SULLYA4.& SULIJ'.'AN VLTRAFA8 Fri 1- P_H. 5145 410 x 1 P.H. 5145 A pp me toor. fti+esd Ohio 1 re As #) iltm#j h-1 Crf '--'' / • Quit Air 3443 FRAME READ D MEETING RAIL 1.340 VENT TOP RAIL VENT 'BOTTOM RAIL 2980 3.536 1.263 91e ' FRAME ,IAMB 1.650 .045 -- - .@47 VENT LATCH GLAZING BEAD • .670 t - .941 � -f.461 1.434 .062 `BENT SIOE RAi1 FRAIAE SILL .375 .062 --t 3_438 3.013 EQUAL .TES WINDOWS DESIGN LOAD .CAPACITY - PSP CLASS TYPES 111NDOW DBMS. '.1' D 1? M0114 HEIGHT Ex!_(*) 1 NT_ { -) 1f -1/b' 90.0 140.0 • 26-1/2 90.0 14000 32' . 90.0 140.0 .] 7.' S 90.0 140.0 C 42' 90.0 140_0 43' 90.0 140.0 53 -5/8' 90.0. 140.0 19-1/8' 90.0 140.0 24-1/2" 900 1400 32' 94.0 140.0 Jr 36 -3/6' 90.0 140.0 42' (4) • 90.0 1400 44' 900 - 140.0 53 =1 /8.' 98.0 135.0 10-1/8' 26 -1/2' 32 37' 42' 41' .53-1/6" 90.0 140.0 90.0 1 50 %B' 99.0 140.0 -5 .0 a 90 140.0 C) 90.0 - 140.0 900 I 140.0 90.0 140.0 19 -1 /6' 26 - 1/2' 32' 37' 42' 46' 53 -1 /S 90.0 140.0 . ' 90.0 140.0 900 " 140.0 (3) 40.0 1400 90.0 133.1 90.0 ° 121.3 90.0 112.3 F 19 -1/8' 26 - 1/2' 32' 37' 42' 48' 53 -1 /6' 913.0 140A 90.0 140_0 90_0 130.7 74 - 1 /•4' 94A 118.1 (5) 90.0 109.4 90.0 98.41 _ 90.0 94.5 UNEQUAL LlTES (ORIEL TYPES; DESIGN LOAD CAPACITY - 8D900°1S psi. TAINI}011 MSS. GLASS 'i YPE3 'i 8r 'H W1oTi( tIE16HT • E0.(1) _ :1 T_( -) 1f -1/8' 90.0 90.0 '40.0 26-1/2' 90.0 90.0 140.0 32' i 90.0 140.0 37' 50 -5/8- 90.0 1.30.4 42' C$) 90.0 114.6 48' 90.0 90.0 100.' 53 - 1/0' SOO 90.0 90.5 19 -1/8' 90.0 93.0 140.0 24-1/2' 90.0 90.0 1480 32' 43" f • 9000 '244 37' ( 1J 90.0 104.5 42' 90.0 9040 92.1 13 -1 /6' 40_0 90_0 149.0 • 25 -1/2' 74-1/4' 9000 123.8 32' CO I 90.0 1 01.5 1KEgUAI. 11T2S (ORE1?L TYPES). 1111200w3 DHS7GI4 I.UAD• CAPACITY - Ps? riN130T DIMS. GLASS TYPES 'A' 14 If WDTH HFiC1•T Ext 1NT.( -) 19 -t /4' 90.0 140.0 24 -1/2 90.0 140.0 32' 54 - 5 /0' 90.0 140.0 1 .37' 90.0 I 14000 4Y CO 909' 140.0 43' 90.0 140.0 53 -1/8' SOO 132_3 19 -1 /4' 90.0 140.0 24 -1 /2' 90.0 140.0 32' • 83' 40.0 141.0 37' (6) 90.0 132.7 42' 90.0 113.6 • 11 -1/4` 40_0 140-0 25 -1/2' 74 -i /4' 90_0 110.0 1 32' (6) 90.0 129.5 1{ 1fIND06 OU6S. Y•1074 WO0 E3CT.(4) If -1/a' 26 -1/2' , J2' 37' 42' 48' 83 -4/8' 19 -1/6' 26 -1 /r 32 37' 42' 48' 53--1/5 19 -1/8' 28 -1/2' 32' 37' 42' 48' 53-1/6' 19 -1/5' 26 -1/2' 32' 37' 42' 48' 53-1/8" 19 -1/6' 24 ;•• 32' 37' 42' 45 53 -1 /8' EQULIr 'Y'T£S IIINDOWS DESIGN LOAD CAPACITY - PST 28' (4) 38 -3/8' 90.0 ( 90.0 50 -5/8' (6) 63' (0) 74 -1/4 (s) GLASS TYPES • 'A' 8 90.0 910 90.9 90.4 90.0 90.0 90.0 904 90.0 20.0 88.2 79.7 90.0 90_0 90.0 90.0 900 90.0 90.0 90.0 90.9 90.0 90.0 90.0 80.6 724 40.0 90.0 90.0 13 5.7 78.1 68.4 1 L I wit-) 140_13 14000 140.0 140.0 140.0 130.2 117.8 140.0 140.0 132.3 114.4 100)6 88..2 79_7 140.0 140.0 140.0 130.1 114.5 100.3 10.6 140.0 140.0 1 20.0 104.5 92.1 80_8 72.8 140.0 125.8 102.5 88.7 781 68.4 514 61.8 NO_ IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. • NO, iN PARENTHESIS INO1CATE NO. OF ANCHORS PER JAMB. WINDOWS WITHOUT SILL ANCHORS 4 • ■ NO. 'N PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 1 WINDOWS WITII I I SILL ANCHORS 11%n.Iw 5114':0 T9RFs RA_ '.E• Tr',537 CAN. 111 PARENT14ESI6 IAI07CATE NO. OF ANCHORS PER JAMB. • NO MAk 1 b 7lnh i Design Wind Pressure for Canvas Awnings Wind Code: Wind speed (mph) Importance Factor Height of awning above ground Exopsure category A B C D Exposure_category := "B" a =4.5 t 2.35.(D Tz 1 ( z 30 Pipe_OD_diameter := 1.9•in kip F F. 30• in zR= 1.2x 10 G := 0.65 + 3.65•T q 0.00256•K Fdesign := max[(Q Gz•Cf) ,10•psf] Length_of weld := 7T•Pipe_OD_diameter \Veld_capacity := 4.1 •— kip in ASCE 7 -93 V: = 75 1 := 1.0 h := 12•ft K = 0.37 T = 0.3 G = 1.7 q = 5.30 psf Fdesign = 10 psf Capacity_of basemetal := 0.54•(F MMetal_capacity := Capacity_of basemetal•Length_of weld \Veld Allowable load :_ AVeld_capacity•Length_of weld 1 t := 0.25•in 1202 NE 101 ST MIAMI, FL Cf := 1.0 CHECK WELD AT COLUMN TO PLATE CONNECTION (3/16" WELD) kip := 1000•lb Length_of weld = 6 in 2/ W.A.SUTHERLAND, P.E. PE44353 12926 SW 133 CT. MIMAI, FL 33186 (305)255 -1948 Capacity_of basemetal = 4.1 x 10 lb in 1 Metal_capacity = 2.4 x 10 lb \Veld Allowable load = 2.4 x 10 lb Alowable_load := p F- Metal capacity if Metal _capacity <_ Weld_Allowable_load p - Weld Allowable load otherwise Alowable load = 24174.61b Tributary_area := 1 2 ft 28 .ft Tributary_area = 91 ft • Uplift := Tributary_area•Fd if (Uplift > Alowable_load, "NG ", " OK" ) = "OK" COLUMN FOOTING SIZING Uplift. 1.5 3 Volume_required := lb Volume_required = 9.41 ft 145• — ft Diafooting := 2•ft 71' Dia footing Area :_ 4 Volume_required Height :_ Area CHECK ANCHORS AT 3' - 10 114" LONG TRUSS AT WALL 13•ft Uplift := Fd 10. ft. 2 Uplift = 650.0 lb Moment := Uplift•3.85•ft Moment = 2502.51bft Moment Pull out load :_ 10.5•in AMOUNT OF ANCHOR BOLTS REQUIRED: (Based on 3/8" Dia x 1-5/8" Embedment (Using Lok -Bolt) Shear := 3365•1b Tension := 2700•1b A mount_requ iredshear Amount_requiredt Pull_out_load Shearcap Pull_out_load Tens ion cap Uplift = 9101b Area = 3.1 ft Height = 3.0 ft Pull_out_load = 2860.01b ceil(Amount_required = 1 ceil(Amount_requiredt = 2 CHECK WELD AT 3' -10 1(4" LONG TRUSS (AT WALL) TO PLATE CONNECTION Length_of eld := 4.2•in ksi = 1000• lb w in Veld size := 2 in 16 Weld_capacity := 0.707• \Veld_size. .(0.6•F F Y := 30. kip in 0.75 F := 60•ksi t := 0.12•in Capacity_of basemetal := 0.54.(F Capacity_of basemetal = 1.9 x 10 1 Metal_capacity := Capacity_of basemetal•Length_of weld Metal_capacity = 1.6 x 10 Weld_Allowable_load := Weld_ capacity•Length_of weld Weld_Allowable_load = 1.9 x 10 lb Alowable_load := p - Metal_capacity if Metal_capacity <_ Weld_Allowable_load p <— Weld_Allowable_load otherwise Alowable load = 15552.0 lb Pull out load = 28601b if(Pull_out_load > Alowable_load, "NG" ," OK ") = " OK" 3 \Veld_capacity = 2.4 kip in F : 30. kip in 2 LEGAL DESCRIPTION: 5 1-af ST. - 0 611.00 3 461, 22' o "0 - N. E. 100 ST; 4 LOCATION MAP �• SCALE : 1"= 100' LOT 6, OF BLOCK 184 -A, OF "AMENDED PLAT OF TRACT 184 -A, SECTION 8, MIAMI SHORES ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 42 AT PAGE 40 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. ORDER NO. 12771 DATE: JULY 20, 2001 F.B. 484 A PG. 52 SCALE: AS SHOWN SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 STREET, NORTH MIAMI, FL 33161 PH: (305) 891 - 7340 FAX (305) 893 -0325 BY: C ► V.PRES. HOWARD C. GAMBLE REGISTERED SURVEYOR & MAPPER NO. 1683 STATE OF FLORIDA THIS SURVEY CERTIFIED TO THE FOLLOWING: JOHN AND JENNIFER BOLTON; HOME FII"ANCE CENTER; CHRISTOPHER KELLEY P.A. AND ATTORNEYS TITLE INSURANCE FUND, INC. N A t POL 4.15 SKETCH E OF = S30' URVEY •• SCAL I E 142.42' re St LT.P&E� 1 (85.18) S89 SET t wU� ____ X569° IRON P1PES 8' LOT 1 Rq q 45\ B , 5 P. B. 43 P, 80 9' 15 "E (90.00') LOT 2 - 0.40 P.C. FD. DRILL HOLE 0.40' = J - � O 0 \ f FD. IRON PIPE FFL 1 -59- 013 -01 -G9 - 14151 /y DURABLE INDUSTRIES INC. 107 N.E. 25th Street Miami, Florida 33137 Phone 672 -7173 ccrd /I Rs /P- y 7 4 � � V /1 CL - N - 1 -e y r -. lv` I K - r I I �r ,� t ,, (A Vic kg r , /0 06 r7;1 /)i C-6 AiC, 9 rr' 6 1.,./444 V/ w L 7v p A DIVISION OF DURABLE INDUSTRIES. MIAMI, FLORIDA FFL 1 -59- 013 -01 -G9 -14151 DURABLE INDUSTRIES INC. i rr 107 N.E. 25th Street Miami, Florida 33137 Phone 672 -7173 WZ, 7(1 t\b A DIVISION OF DURABLE INDUSTRIES, MIAMI, FLORIDA Owner's Name and Address ._......, Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot fi lock Street and Number where wort: is to be done New Building To be constructed of Disapproved . �• •..... Date ( Signed) ,` MIAMI SHORES VILLAGE Building Inspector BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement or we plans and specifications herewith submitted for the build in; or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores \1llage, Florid.%. 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. State work to be done and purpose of building (by floors) ._ a ............. - ...... t ....__ Date. ..._.. 7° ._ __._ . ._ _..._ _..._... , It — No. / -o Z Street.L�� / O / 4- Estimated Total cost of improvements $ Subdivision ! 1 Remodeling Addition Repairs Kind of foundation Zone cubage required ........... 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 Libor under the Florida Workmen's Compensation Act, being Section 5066, Compiled General Laws of Florida, PermAnt•nt Supplewent, and has complied «itb the provisions thereof, and will require similar compliance from all ntractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for ins ction on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su actors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Rem. uks..._ ... ..............._............... -- ....11.1.1 (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, 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 same, and that all facts therein by him stated tae true. Permit No.._.. —SLr Date 4 . t . )... - Read, Sworn to and Subscribed before me. PLANNING BOARD ...DATE Chairman ........ Member Member Member ... -..._ Member Member .. Council Approved Date Disapproved Date NOTE: A ch.uge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Pl,rnning I :used. A rc. impaction fce of 31,00 will be charged when such re- inspection is made necessary by Improper notice for inspection oe faulty materials anti /or workmanship. 1111 m..� Amount of Permit (v� L.— 73 LG r J a Lc - .1 .3• -'C /',set and for no other purpose. No. of Stories ..... Roof Covering Notary Public, State of Florida My Commission Expires to me well known, Page: 1 Document Name: untitled ^3/04/2002 * * * PUBLIC VALUE INQUIRY * * * PTXM0186 FOLIO 11 3205 021 0030 PROP ADDR 1202 NE 101 ST MCD 1100 NAME AND LEGAL VALUE HISTORY JOHN BOLTON &W JENNIFER YEAR 2000 2001 01/01/2002 1202 NE 101 ST LAND 88907 102242 MIAMI SHORES FL BLDG 150450 169525 MARKET 239357 271767 33138 MIAMI SHORES SEC 8 AMD PB 42 -40 ASSESS 220509 227124 LOT 6 BLK 184 A HEX 25000 25000 Y LOT SIZE IRREGULAR WVD OR 19833 -2222 07 2001 1 TOT EX TAXABLE 195509 202124 Date: 3/4/2002 Time: 02:29:24 PM STATE EXEMPT: SALE DATE 07/2001 SALE AMT 472500 SALE TYPE 1 I/V I SALE 0/R 19833 -2222 PF1 -MORE LEGAL PF2- PARCEL INFO PF3 -FOL SRCH PF5 -TAX COLL PF7 -PREV OWNER PF8 -MENU PF13 -OCCUP LIC fillinaBTEEMMMETIMEMM ITKIWORTMETilliffiTEMETITI 1 ' 2erttitCeitC t ,Jf[ImC ikosiMan e ISSUED BY WEI3LON INC. FOX ISLAND ROAD PO BOX 190 PORT CHESTER NY 10573 914- 937 - 3900 This is to certify that the materials described on the reverse side hereof have been flame - retardant treated (or are inherently nonflamable). FOR ASTRUP COMPANY - Al 2937 WEST 25th STREET CITY CLEVELAND STALE OHIO 441 _ Certification is hereby made that: (Check "a" or "b ") (a) The articles described on the reverse side of this Certificate have been treated with a flame - retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Chem. Reg. No. Name of chemical used Method of application (b) The articles described on the reverse side hereof are made from a flame- resistant fabric or material registered and approved by the State Fire MarshaLor such use. F -6 9 Trade name of flame- resistant fabric or material used Reg. No. The flame Retardant Process Used WILL NOT Be Removed By Washing (will or will not) ROBERT F. I3UEHLER, PRESIDENT y PETER COHAN .111WWWVIVAEMANMAR 1 ^ LT.. 1,`1 . ht We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, "original copy" of which has been filed with the California State The Fire AS R Marshal. 40. 000 YD Control/ lot # Quantity 1718 WEI3LON CP2711 --62 GLADE GREEN Description Customer order # Astrup Invoke # Name of Production Superintendent 1394505 MIAMI AWNING CO 3905 NW 31 AVE MIAMI REGISTERED APPLICATION CONCERN No. F -69 FL 33142 By Product Code Dote Work Performed 5/24/00 Title 857211 W U z w LU z O 0 co 5-r SEA it/4cv toicv � -r1G rr � ) e , C� �, � i ' i 1,0 e /A1 LOAD CAPACITIES FOR LOK/BDLT IN CONCRETE ce, PSI LAI 10.1% 11,11 L0I7 S(.AR SCAR U0I SAVA 14. t 4 1.190 1.520 1.440 14.30 1,930 1470 5/14' t. 1 1.590 0 1,730 4.019 0.110 0.00 3/0 1-540' li 4,200 3.070 4.700 3.260 3.300 3.343 (/4' i el 3.500 4,034 9.09 4374 1273 3/14 l fre 4.040 11.7e3 j(. 4.00 3/4' 1-5%0' 90 5.530 11.900 16.7e5 LOAD CAPACITIES FOR LOK/BOL.T' IN HOLLOW BLOCK ENBEn TORQUE AS TM C-90 BLOCK Slit 0LP 134 cr T.-4.33.7 U45734.1 9-CAR 1/6' 1-1/17' 2-4 1,200 1.700 3/%4' 1-1/Y 1-0 1.430 1.100 3,11' 1-1/2' 12-13 1,700 2.100 VY 1-1/2' 22-26 2.460 2.6 • POST DETAIL PLAN VILV PCIST WELDED TO 9' X V-0' X 1/4' aALv. PLATED W E ELDD TRUSS tar rptatIcwort(. 3ri 5( s4 4c , FOOTING DETAIL _Fervae. 4' X 1/4' PLATE WELDED TO BOTTOM OV POST iA 4 1 X 0' X 1/4' PLATE 13OL rED TEJ CONCRETE TIE BEAM V./../ <4) 1/2- X 4' WEDGE ANCHORS HOLES ON PLATE SET IN 1 1/2' UN ALL SIDES TO CENTER OF HOLES SECTION VIEV SOVAPIC SCH. 40 Anchored r concrete with f " sleeve anchors into concrete GENERAL NOTES ANCHOR DETAIL' typical I. AIL tubing to be ALLIED 50/55 th Gatorsh;e1d. All pipe to be ASA Schedule 40, golyar;zed 2. All • reeds shalt conoty th the 1/ S. Code Clotest Pci■ ton) 3. All irds covered vAh corrosion re 5.;StC.nt Mating, 4. All structures designed in accordance with the roll *qr Codes (latest edit■orl), A. South Ftorkdo )1,,fr:frg Code, Chooter 43/osce 7-9e 5 AINnIrg covers shod be reroYed during periods OF high wirsi SPeC(FiCCIlty, ands el excess of 75 mph. 6. Alt correctors shall be rutty welded (UO.4). 7 All Frores hove been desv usIng tionpl anply5i5. .3 • • 85,18 - 90 - ( I, g 2 co 7 90' 100' 5 N 100' 0 N N 100 c0 ai N 3 I84-A 100' 3z LEGAL DESCRIPTION: 0 NT -E . "0 5 - 0 i) F0 } ST.------ 0 611.00 3 461.22' -N. E. 100 S ST. 4 LOCATION MAP SCALE : 1"= 100' ORDER NO. 12771 DATE: JULY 20, 2001 F.B. 484 A PG. 52 SCALE: AS SHOWN A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 STREET, NORTH MIAMI, FL 33161 PH: (305) 891 -7340 FAX (305) 893 -0325 BY: VI V ► V.PRES. HOWARD C. GAMBLE REGISTERED SURVEYOR & MAPPER NO. 1683 STATE OF FLORIDA THIS SURVEY CERTIFIED TO THE FOLLOWING: JOINT AND JENNIFER BOLTON; HOME FINANCE CENTER; CHRISTOPHER KELLEY P.A. AND ATTORNEYS TITLE INSURANCE FUND, INC. 2 N LOT 6, OF BLOCK 184 -A, OF "AMENDED PLAT OF TRACT 184 -A, SECTION 8, MIAMI SHORES ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 42 AT PAGE 40 OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY: THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, CHAPTER 472 OF THE FLORIDA STATUTES. 2 POL 4.15 • .f LT.'• (85.18') S89 SET TWOS IRON PIPES X56 LOT I R p� 5 ' B , 5 P.B. 43 P. 80 •� SKETCH OF SURVEY SCALE : I 30' EAST FO1 St 42 2 ✓ 1.' 2 F- D 0 Zon i� ED, IRON Appr veP'IPE (90.00) LOT 2 , j-0.40 `P.C. FD. DRILL HOLE 0.40' = J Q O .3/8,