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930 NE 92 St (5)Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date % 7 \O3 Time Type Insp'n Permit No. 0 p ' / S? 3 Name 0 %A/Me/V. Address q 3 q 2 S/ Q Company Phone# 3OS ° wig ° ?RO 4 For Inspector: Name & D Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -M-2204 , ^ Printed: 9/16/2002 ■_' Applicant: -OBR 1 Owner: -1:14L-6- Contractor Local Phone: JOB ADDRESS: 930 . Parcel # 1132060060090 NE 92 Building Permit Permit Number: BP2002 -1593 DEBRA ST Contractor's Address: Page 1 of 1 Legal Description: AMD PL GOLDEN GATE PK PB 7 -54 LOT 11 LOT SIZE 50.000 X 140 OR Fees: FEE2002 -5158 FEE2002 -5159 FEE2002 -5160 Description Building Permit Application Fee CCF Notary Fee Total Fees: Amount $60.00 $0.60 $5.00 $65.60 Total Fees: $65.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 3/15/2003 Construction Value: $200.00 Work: CHANGE FRONT DOOR + 5441/6--N If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection '-e is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in Rtrint rmmni . .- ..ices pertaining thereto and with the understanding that the work will be performed in compliance with an.. - - and approved by the proper municipal authorities. This Permit may be revoked at ar authorization. A further condition upon which this permit is granted is the understanc ordinances and regulations pertaining to the work covered hereby whether shown on by his agents, servants or employees. LUIS E. DEL CANTO Signed: In consideration of the issuance to me of this permit, I agree to perform the work co with the plans, drawings, statements or specifications submitted to the proper authoril myself, my agent, servants or employes. Sion (INSPECTOR) PAYTOTHE ORDER OF Chharles'Schwab PNC BANK, N.A. nhil +AeMhia P . SchwabOne 3 -5/310 ,142, 2... 150 DATE S�r>�� 771 8 a D OLLARS M I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO•DADE FLAGLER DU1t.DING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 333 ( 305) 375 -2901 FAX ( ) 30.2503 roma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 SCOPE: This NOA is being; issued under the applicabic rules and regulations ade County Product Control Division and accepted The documentation submitted has been reviewed be used in Miami Dade County and other areas where allowed by by the Board of Rules and Appeals (130RA) the Authority Having Jurisdiction (AHJ). This NOA shall not be Valid after the expiration date stated below. The Miami -Da County Product Control Division (In Miami Dade County) and/or the A}IJ (in areas other than Miami Dade 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 meaner, the manufacturer will incur the expense rial within their jurisdi BORA reserves the right revoke, modify, or suspend the use of such product or ma to revoke this acceptance, if it is determined by Miarn a Dud d n on e Product Control Division that this product or material fails to meet the requirements of the applicable 8 This p roduct is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. ..■-•—� DESCRIPTION: 0.063' Aluminum Storm Pant APPROVAL DOCUMENT: Drawing No 96-47 titicd "0.063" Aluminum Storm P anel", Counry 1 C � g o3 of 3, prepared by Knezevich & Associates, Inc., dater ;3/25/96, bearin th Renewal stamp with thc Notice of Acceptance nun acr and approval date by thc Miami -Dade County Product Control Division. 1 Missile Impact MISSILE IMPACT RATING: Large and Sass LABELING: Each unit shall bear a permanent la. cl with the manufacture unless name or otherwise noted , city, s tate a following statement: "Miami -Dade County Produt . Contr Approved", RENEWAL of this NOA shall be considered afar a renewal application has been filed and there has been no change in the applicable building code negatively s (fecting the performance of this product. TERMINATION of this NOA will occur after tl :: expiration date or of there e NOA as revision or change nge in thc any materials, use, and/or manufacture of the product � autom terminate this NOA. Failure to comply product, for sales, advertising or any other pulp s' ■s shall with any section of this NOA shall be cause for tc: urination and removal of NOA. by ADVERTISEMENT: The NOA numberpreccdcd by thc words Miami the County, NOA Florida, di an d, oll d shall the expiration date may be displayed in advertising literature. If any portion be done in its entirety. INSPECTION: A copy of this entire NOA shall bc provided to thc r ld rig manufacturer or its distributors and shall be available for inspection at thc job site. at thc request f thc •This NOA renews NOA #99-02l9.01 and, consists of this page 1 as well as a document mentioned above. The submiucd documentation was reviewed by Raul Rodriguez NOA No 02- 0417.06 Expiration Date: AprIl 18, 2007 Approval Datc: May 16, 2002 Page 1 SPAN O. S' • V' MAW. 0 1 • _11' MAIL CXISTWO a TRUCSIPLC ANCHOR OC SCRIP HO 1r �1311MLITIMICILSI 12 Desozsa• V=13=1 //WV Fro TAPCON V/ I-1/1' H*. SH1SCOrEN1 HOLLOW SLACK v4•• RAWL ZAMAC RA/l -TH WI I- US' M122. 016(0240f1 Ua ^e SAW1. CALN.RI Wan' nu. 6:ra COI.1C,T tr V1. -66 WOOD LAG 8(FEW M/ LTV HtIreatIO1KII WogD 51 6 1%/ Si/ / -- R41EC cram 1.T.SPSP 11 PSP 94 PSP 41 %Sr SIPSP „ flag L7.5 UZPSP ISP SP .5. 82 P -P SS PO t%% PSP 61PSP ISPSP 1 042 0 111010-4tr tair BEIPMEMELMITIEZREIPMFMP 4 N Lot P (o_ - 9VA et tCY I,P+ 1K•. PIEWILTIFITMEItliNffifFr £XI4r slim tic TURC ANCHOR meter, nom LO)O SPAN a• 5 HAW.. •6 HAIL FAIL mac, tRVC (UR[ ANCKOA SCRIP HOW 5•-117 144X. 6•.-• MAX. 04o NJ 413 PSP x A J1KA. [XIS /RIG S 1000 TORO AMOSCR OCSCR/P MOH 040 Owl AHCt.11R SCHEDULE 2" EDGE DISTA..a PASTENCR SP 04.1)40 REOUIREO MR VAMOVS DHSlQN LOCOS UNCHLS► L1.S PSI MAX. 0Mtitt PP W I.-s t7 W T 4 PEON W/ 1 -1 /C rIN E1(1LDHtNr 1/VO RAWL IAMAC PAJL•IW W/ 1.1/t MIN. CHSCOHCIVT 31 .SP BS P5' L] 1 Psi At PS? 4S PSP MAX. KAX. MAX M4l MAX. FOLLOW 3(0(14 1.X41 001 1 13^• RAH( CALX.M. W/ rum Er5BCOMEN C7 SP9 AZ P IS PSP KAX. MAX K•X. I/4•. ITV TAPCCSI W/ UL`• RAt/1 2ANAC NA1L.17( 1 /6'. RAWL CALX -Flt t - 1 /11'toN L1fBr p alt WI 1 - M-/. EMBEOMCNI W/ 1.'3 1w4. LMHCOrt@fT ANCHOR SCHEDULE 3" EOGE DES TANCE P4STENER SP ACING REOUIRtO FOR VARJOVS OCSICN L0405 11Nr)+ESI CONCRC 11,104 1K /P IP1 I451 TAPCDN W/ to L••I■ RAWL ZAMPC NAIL -101 f /6 :•11MNL SA4I4-0J / - 1,7•*4K CH/COHLNI We 5- 1/6 4434 044E124.04. W. P •B' MN. 04CO/KNP 41.1 PS/ 62 PSP SS PSP 1.7.5014 62 P5? 45 P54 CTSP - 51 v 94 1 34 P514 MA %. 114X. MAY MAX. MAX. 'MAN., 444%. MAX. MAX. Oassasas- AIKNOI( MOTHS. 1. ENTER TAMIL VSWG 11LOATNt 0(34514 LOAN 114 AND SPAM p.1 POR !PLOW o3Lt4NG 7. MDANN o'arnMt *r AID COOL Mil ANCe LAXLIIOCS w4tl H141H OR I VU/CO. A. WIIQI HO agKVS PAS CO. TO MAARON 4CS OP s YWD PRAMM4 PAS tOill SHALL D- Lac Ate D W MUCH 00 W000 SrutL A AIK110R1 SHALL IC WCrALL2o w 4CCO.O4MCC WIN KAWPACIICIKSS ACSOPHICMDAl10/0. I/6 - 411 WOOD LAG SCATS/ W / I -7/1 PO PL CTIOEONHVT W000 7,16 W000 USHUt6 W� / /A' 11N. 3245E OS PSP 41SP5 64924 6S PSF' IS PS 12 PSP OS 1, 51 35S PSP 61.P5P 35914 LI.S P54 AT PSP 6S PSP HLX MAX Aiiiiii M4K A w immig H r9OD CTREt16TYAD !I4dP Raise Aanrmsto 0 -0 a O4 17 I5 ..S • - •• .1 :::: • • • ' . • 33.4. t..f (1.1I(110NNA• e( VIID Al 110• 03 301,74 OP P4440-1 KO. II►54A /110/10.53.5 • 1 -]I4` 1401 111...1111 MOP al.•►1 1 1 N 114.11 oA 000 6CAL[ .3 • r -6• amf f•10 4/1414.1 Q. 1041 TIM/X. ►41-•0410 IKE 4011.641c1404 0 e v16wrP.•.ik O WALL P'IpUNT SECTION 5CA1.C. 1 • 1 I/'• 44*aait SOLI a 1114t p It 1105IP• I1.NP11••AIpR• 511151 NCI v4003 TOOMA 1 ggty IYP tm•at000B MA* 6t IMO K MP ON 04110M MP 144L110.1. PRODUCT RENEWED u -4 rte Tet Aoerraocsta tnna) • AMC i typs % FJ 7ri'11djDATt - // F37 ■/l(/' p RYim oxnamotr m 0� 5333 C0 . 0 1 *t /1 L et.7u7gaaapllFCV ► tninN[t starts= ea.94Z: c i 1. 050541 110 31 45441011 • 5. 0 C. M. • 5140010 4 414 101. • 1 OP •3 .011KVSO 95 17 . O ALT. BUILD -OUT MOUNT SECTION P.I.OPT irroitton .Sr1. . r 4 YID. 96. LNG% TO w v. OLT.L Q.A.S. t• Are -- 6Tain% erpuC AU.1 @Owl. vow OaatAtA Angie ro W411 OSTAL .t07404 f cia.aA ITtf LIECALR 10.410.43 1 100 TOP I. POT ID.• PAHLL TO AIrOT r 00 r ms. O A WALL MOUNT SECTION RAU r • 1••0•• O WALL MOUNT SECTION scAU. r-o- PANEL TO A/lote Ot7AU, 7:141:11 .t5i ,4 1 111• 00416 04 0001 Otani. ® CEILING /ENSIOEMOUNT SECTION 51 .14 7 • 1'•O 404 60••• tr0.4' • 0.•as • 6•1. 01.676 04 0004 1 ►.t DIO /0411. 0)14 T■41 Tt40 ISQ 8014• It•OUL Tr. 100 I. ear f 01. 00 -41 00[11141 60,.7 • wtW.Of w •• VOA 661110(0 La It 0001 00 t 440TOMV4( (• fl•O6. pa& (101061• 01.10 00(0 600 O0 1061 ►.11464 ( 001914 smut iwt .1,••-• • 4-1.41 001 LAO S((1tW •• 1. 04.0040. 04 1.41 L' 0WL14.T10 IK6006t O/ er004 tort. 0(100 1nr DI 6.0.10 00111010 .1T 144. WALL MOUNT SECTION (BOTTOM) O 9cAt.c. t- . 0 - Vs MAX. 0111 440 1140[10EL OL 4ta 04 q0S 411. WM•10Y 4004 OVAL .tan IR • 1.1/' p it- 06wr 1.01 - t KM CALICO BIM •4000 • CLAYS 01 0.1OA Mkt., (1).0 -i•- D00T ITT OA4.001T0. ICA.e.1 - . nr r12I10YI111 IS00 L.00•24. a'p.141)1 nre 100 ► OOp 701 46.40 W 41 001 L 1 pp L. 6 41ku1 10(1]1. o r". 1/1.20 MADLY! I0t7 • L 1.060RUT 01 iv 00. 404 7rmepe0 6Nl(t 00 104 10a c 101101 eK' tY Ol. IOL 0Dt106t 0604 I S16 M W 1 .1141 Y.61h -"7":,21114.-al e( 07600 IO..L1 I 0114.. © BUILO.OUT MOLINT SECTION - 7110.0 r • .•_o 1110.41.8474401 . 00061\846 PIiw4 0 001 1144600 r 81674(4 .7 4'0 6 00 0• 0 0040(00014154/1 7010010.4 648C001186110 10 04*• 600•4404 100W01.0I016 i 416 4 100.1 1 •40406 110 700 ♦10(1mt PRODUCT RKIWAVrD 9 n Cod 117041008.1)04 A11c(11 . ) 0 LTOItsllooCote • ' '-1,V Ullhl'` G / to • R PRODUCT REN RIVED AccicrrtatsNo 4q -Mt. 01 EL7It(AT 0tt 6AUt it( l9 -?co eT 544000 cF6avf Itae,t,,ISlav Enra8W0 CKS*00S601At(tE WITICL IfPPR , w a COMM 1 C VT ii norms smut now sum nmiel'�.;'..Acot ON ::: +A : IAA © WALL MOUNT SECTION e/ o• ammattossoll (DIRECT MOUNT) awn cwt MK= 7.000 •< 0 .IJ ITICTIT ► IINK,.m S • 0 STORM _PANEL STALL %r3. .•6 s r m 33 ANGLE Ogg Wawa 11010011041004:110_14. tol L 131 t. AA Y A11LP IIOU .041103. S1AC( • Mt" • p•.' .0031.13 1 8(03133 Vp1 [ 3..+14► 48141 103 110..1 4. 1 TYPICAL ELEVATION P14. VK6 r • 30088 • a 011.41 I 1 0 !11 r. 6•.0'/1.• time. •3033143 33/3.3133 (81 W.3.► COMM* II ►tr 57,:r....- : Iv wri le'. I.3. e o �T (C30683MA3. 16(C ` 3.Og4d O 6 OPTIONAL ANGLE SC•1L ,I V .9....r 110.0!0 sr11g(yva( O "h" HEADER 3 LAtt vie. o•-r F ts al I + o V► •1004 3. 0 PLAN VIEW SCALC. 1.1. r • r•• 131• 1 WtNGNUT 3CASC ..631 Slit .10161.13 +•a•• MM /C /•W3. t.. Nl , ss( O TYPICAL ELEVATION - DIRECT MOUNT .. .11121:j "U^ HEADER 5(611 . vs.- • 0•.•' o rs• - Pouliot MS1GM 8.010 IA POP .1CGATIVC 0()10■ LOAD OS P53 P ROD� Itr 'WP o x mllpf * wide Fined 6 011110 K3 1 •Q • I7.1* i e o tay 1 bhbl• rttg 41.10 • I HA 1,OO � /.51 3. 1 6 .+ 1 Ntt FYI . /01 114118.1 I 3 we 1 O STUDDED ANGLE 6161.8 H3.• •7.1' 6 Ot303.3.83(0.3.11( 303 3(00 /? 6. 38.303 aorta 1••I•41 03 1 4.338 SLAPIAO3.r 4MI310l (b333(0 a 116en/A1 n...1Mo Role* 3. ma Italy3(3 %viva%I( wrests 31 A(1I00AI10y114 Int 80411.11014& DWOW3 nit ( Olrlpr..44 00 TM 110+ 4.60 COeairlellm ▪ 003.8334 44.e web. 1181 080154 .3fW.31e gAI0* 133.8 Sl...t2. •! still gawp w 4.0®308311 4•171 6181 3.14 •144.4104 03104 10aPI 3 &Y 53303 • 30 03331 14.14315• Law to 1643. It 11131(3350.13.0 333. MEOW • 4•' 401., (1362400.14(4 3133611 C 1 3444414w. O( W 1• 4(0411111 Fort ▪ .000(311 33.110354 133141. 011+11 .1. 3.034. 330 at INS 841115 833333 3 3338 03 D4 4.310.0 •13 0 Oak • re 3.3.11 et 3.10000 4.A 31(2.06 • g0.4. (08303.306 IAt)r • ALA 0O1C13 31 . 3I011O1N11TeX 40840 S 33.110113.331 13331 3.33.1.31 66.74334006333 .173 1 .ca 6.9'. . w.WM n.3 O . 80 / 007.014 04 3 N 3 331W 8• 3. Ct 44?1.6114Ia 10 A 3. 31:• (03318081 018(•08. 3.18(1.1^88 nowt wane.' 3rr•L8• wan IC •T005•348. 1 3.K0(33 S.OM '. 1 1313731.33 36136 0 fan 331418 WW30.1 11. 1w AM Ml3i611.La 013Ie1 03 (1.1000621118 183.. VAIN IONA V NO/UM a ►. 131 )33 AMC. 3►). PRODUCT' RET PWtD AccrarmvEN. OZtft• Dl ronamcsttwat Mtt attemp 630W10 cws COWUUNt(ttacult MUM AS IND MR' 11' sour' rW • : tOGt UT DM ROM eatatax.ortnam Man toot P erae u1.5111 t aCalia xv. 1 OG 33..••0 r v6 -1.7 8( 1 i a Building Official Department RE: PRODUCT APPROVAL AUTHORIZATION FORM To Whom It May Concern: This letter authorizes " nee, to use our 0.063 Aluminum Storm Panel u ider the Acceptance No. 02- 0417.06 to be used at the following job: Sincerely, Name of Owner Address POMA CORPORATION 904D BELVEDERE ROAD WEST PALM BEACH FLORIDA 33411 PHONE: 561- 790-5799 FAX 1- 868- 723 -7432 Be advised that Poma Corporation ti�eS� matert�l e �d the shall not accept a�Ydl'ab►'Gty arising g out of or wl not be responsible for Installation connection with installation or improper handling of these materials. Liri i61.& David T. Zajac President Porna Corporation Shutter Department This form must accompany the application for the building must bear the rais dal become part of the permit documents. The authorized signature the company. ...... • SEP -13 -2002 FRI 02:57 PM FROM: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA All American Supply Company 12920 SW 120 Street Miami, FL 33186 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 Jurisdiotion (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 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 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 High Velockty,Hurricane Zone of the Florida Building Code, DESCRIPTION: Series 2130 Outswinging Raised Wood Panel Door APPROVAL DOCUMENT: Drawing No. 99001, titled "FBMA Series 2130 Wood Door ", sheets 1 through 3, prepared by manufacturer, dated 12/6/99, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 renews NOA # 99- 0505.04 and, consists of this page 1 as well as approval document mentioned above. The submittcd documentation was reviewed by Raul Rodriguez. FAX: PAGE 1 MIAMI -DADE COUNTY, FLORIDA MBTRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33 %30.1SG3 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0528.01 Expiration Date: July 1, 2007 Approval Date: June 11, 2002 Page 1 All American Supply Comnanv ACCEPTANCE No. : APPROVED • EXPIRES' NOTICE OF ACCEPTANCE: . SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a Series 5001 Out - swinging _Decorative Glass Single Light Wood French Door, a: described in this Notice of Acceptance, designed to comply with the South Florida Building Code, 199 - Edition for Miami -Dade County, for the locations where the pressure requirements, as determined b' SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in this approval. 1.2 Model Designation Series 5001 Out - Swinging Decorative Glass Single Light Wood French Door 1.3 Overall Size: 75" wide by 97 high by 5 deep 1,4r•Configuration: XX 1.5 No. & Size of Panels: The active and inactive panels measure 36" wide by 96" high by 1 thick. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Sash Material: Wood 2.2 Glazing: 2.2.1 Glazing Material: Infill glazing is a' /" total thickness insulated vision glass unit consisting of two 1 /8" tempered lites and 1/4" air space. Decorative glass to be inserted and sealed inside air space. 2.2.2 Glazing Nlethod: Interior glazed, set in an adhesive bedding compound and using wood glazing stops attached with ) /8" long x 3 /16" wide crown, gun - driven wire staples (five per horizontal edge and nine per vertical edge). 42.2.3 Daylight Opening: 26'/." wide x 79" high (maximum). 2.3 Door Leaf Construction: 2.3.1 As manufactured by Rouge Valley Sash & Door Co. 2.3.2 Face sheets: N/A 2.3.3 Core,Design: N/A 2.3.4 Construction: Stile and Rail wood construction. Stiles: 4'/" face x 1 3 /." thick; Top rails: 6 '/" face x 1 '/." thick. Bottom rails: 9'/." face x 1 ' /." thick. Stiles and Rails are of glued block and face veneer wood or solid (Douglas Fir) wood construction with "Ovolo" glazing rabbet. Corner construction: butted, with three 3 / 3 " diam. x 5" Ion; wood dowels, 2 3 /4" penetration into the rail, at the top; and 3 such dowels at the bottom rail. 2.3.4.1 Door leaf may be substituted with an approved equal, holding a current Miami -Dade County Product Control Notice of Acceptance. 2.3.5 Astragal: J -R #200 Laminated (Tee) astragal with sleeves. Consists of a 1 ' /." x 1 1/4" cica grade Douglas Fir moulding kerfed 1 / x' / for weatherstrip, attached to a 2 '/-" x 1" 9 -ply AE marine grade plywood with a 3 / 8 " diam. schedule 40 steel pipe sleeves 8 '/." long, bored to cica the flush bolt, at each end of the astragal. Installed with glue, /16" x :2" staples at 15" o.c. - 2of10- 99- 0505.04 JUL 0 1 1999 JUL 0 1 2002 4r � Manu 1 Perez, P.E., ProduQ ntrol Examine Produontrol Division All American Supply Company - 3of10- ACCEPTANCE iNo.: 99- 0505.04 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • Manuel Product threshold. ntrol Division HI I 0 1 1999 JUL 0 1 2002 and 16 #6 x 2" FHWS (4 at each side of pipe sleeve). Sealed to the inactive leaf at the inboard and . outboard face. All astragal attachment fasteners are covered with wood putty. 2.3.6 *Reinforcements: N/A 2„3.7 Glazing moldings and stops: 3 /8" high x 5 /8" wide ovolo wood moulding all around fastened to the door using' /," long x / wide crown gun - driven wire staples spaced at 3" o.c. 2.3.8 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.4 Frame Construction: 2.4.1 Type: The frame jambs and head are of 5 '/4" wide by 1 '' /" thick rabbeted (White Pine or better) fingerjoint wood sections, kerfed ( /8" x 5 /8 ") for weatherstrip. 2.4.2 Material: Wood 2.4.3 Construction: Butted corner construction. The head/jamb corners are of butted corner construction and attached with three 2" long x 3 /4" wide gun- driven staples at each comer. The jambs and threshold ends are coped to fit at the corners and also attached with two 2" long x 3/4" wide gun -driven staples at each corner. 2.4.4 Reinforcements: 2.4.4.1 Head Plate: Consists of a 5 / thick x 5 '/," wide, 3 -ply BC grade plywood plate attached to the head with glue and' /." staples at 1 '' /" from edge with remainder at 8'/." o.c. and to the jamb with three 'A" staples per jamb. /4.5 Threshold: J -R #100 Wood and Aluminum "Moderate Climate" 5'/." wide x 1 '/." high threshold. Consisting of a 1 '/," x 3" Douglas Fir wood portion attached to a 2 %" wide x 'h" high aluminum saddle threshold extending the whole width of the door. This threshold is attached to the floor slab as specified in Section 4.1.3 below. 2.4.6 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.5 Weatherstrips: Otv. Description Location 2.5.1 One A single strip of vinyl wrapped Frame head, jambs, astragal and foam compression weather seal. J- shaped Q -Lon QDS -650 2.5.2 One "SiliconSeal" door gasket Pemko #S88 compression bulb. 1/2" wide x 1/4" thick, nominal 20 durometer, self- adhesive. 2.5.3 One A vinyl wrapped foam compression self - adhesive pile dust pad. 1" wide x 2" high x 3/16" thick 2.5.4 One Pemko model #345 AV Set Aluminum and vinyl rain -drip sweep, attached with #6 x 5/8" RHSMS at 6" o.c. Top outside edge of each door and outside vertical edge of active door. Lower end of jambs and astragal, adjacent to each door corner. Door bottom rail. To be installed after door is sealed and finished. erez, P.E., Product Contro xaminer All American Supply Company ACCEPTANCE No. : NOTICE OF ACCEPTANCE: 2.6 Hardware: Qty. Description 2.6.1 Four 4" x 4" x .085" thick plated steel (2 w /safety stud or non - removable per pin mortise hinges. leaf) Hager model 1843 or Penrod #MH40AUAC attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 ' /2" FHWS to the frame. 2.6.2 Four 4" x 4" x .085" thick plated steel (2 regular mortise hinges. per Hager model 1841 or leaf) Penrod #MH40AUWS attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 ' /2 FHWS to the frame. 2.6.3 One Passage lock or key lock w /spring latch. Schlage Lock Co. Model #F ION or Kwikset Lock Co. Model #200E 2.6.4 One Single cylinder /thumbturn deadbolt lock Schlage Lock Co. Model #B 160N or Kwikset Lock Co. Model #660 2.6.5 Two ,_ Single surface /thumbturn deadbolt lock Schlage Lock Co. Model #B 180N or Kwikset Lock Co. Model #666 2.6.6 Two Concealed 12" extension flush bolts 1/2" diam. x 1 ' /2" long steel with a 3/4" throw, attached to the actuating hardware by a 0.207" diam. rod threaded at both ends and passing through the pipe sleeve. Operating hardware is recessed with a flip -type actuator and attached with four #8 x 1" FHWS. 2.6.7 Two Modified M.A.G. Lock Reinforcer (20 -PB) 0.029" thick brass. - 4of10- APPROVED s EXPIRES SPECIFIC CONDITIONS Manuel P Product ontrol Division 99- 0505.04 JUL 011999 JUL 0 1 2002 Location . Top hinge: 6'/." from top of doors. Bottom hinge: 84" from top of doors. (At each Active and Inactive leaf.) 2nd hinge: 31 '/." from top of doors. 3rd hinge: 58 from from top of doors. (At each Active and Inactive leaf.) Active leaf - at 36" from bottom of door. Active leaf - at 6" above passage lock. Active door leaf: one at 2'/4" from top of door and one at 2'/." from bottom of door. Inactive leaf: (astragal) one at top of door and one at bottom of door. Active door leaf: one at each top and bottom surface deadbolt. P.E., Product Co o xaminer All American Supply Company ACCEPTANCE No. : 99- 0505.04 2.6.8 One Strike 0.050" thick brass 2.6.9 One Strike 0.077" thick brass 2.6.10 Two Strike assembly 0.062" thick brass surface strike with a concealed 0.120" thick plated steel reinforcement plate. -5of10 APPROVED EXPIRES' • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS J U I 0 1 1999 JUL 0 1 2002 Inactive door leaf - at passage lock Frame header - (above inactive door) at upper concealed flush bolt. Frame header: one at upper single - surface deadbolt. Inactive door leaf: one at single - cylinder deadbolt. Hardware may be substituted with an approved equal, holding a current Miami -Dade County Product Control Notice of Acceptance. There are no strikes at the bottoms of doors. The locks engage holes drilled into the aluminum threshold and the floor. Each leaf is fastened to the hinge jamb using 4 butt hinges. Tested lock grade: Schlage locks are Grade II and Kwikset locks are Grade III. 2.7 Sealant: The frame intersections, ends of the threshold and all weatherstrip intersections must be caulked with Polyseamseal or DAP adhesive sealant during assembly. 3. LIMITATIONS 3.1 This approval applies to pair of doors and single door unit, with all components described in the active leaf of this approval, applications only, as shown in Section 7. 3.2 Unrts with dimensions equal to or smaller than those shown in Section 7 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 4. INSTALLATION 4.1 Screws and Method of Attachment 4.1.1 Head: #10 x 2 '' /2" CP FHWS at 6" from corners and max. 20" o.c. #10 x 2' /2" CP FHWS 2 thru lock strike plate. (active leaf) - #8 x 2" CP FHWS 2 thru exterior bolt strike plate. (inactive leaf) 4.1.2 Jambs: #10 x 2 /2" CP FHWS at 6" from corners and max. 24" o.c. #9 x 2' /2" CP FHWS 1 through each hinge. 4.1.3 Sill: 4.1.3.1 Attach wood portion to floor with: #10 x 2' /2" CP FHWS at centerline, at 12" to each side of centerline and the rest at max. 10" o.c. 4.1.3.2 Attach aluminum portion to floor with: #10 x 1" CP FHWS at 2" from corners and max. 10" o.c. #10 x 2'/2" CP FHWS, one at 4'2" from each side of centerline. Manuel erez, P.E., Product C xaminer Product ontrol Division All American Supply Company ACCEPTANCE No. : 99- 0505.04 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Limit shim space to a maximum of /< ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 For retrofit installations where the existing bu . ' required 2" nominal; use concrete anchors instead of the fasteners above, t e amoun u • • u et - and an appropriate length to go through the buck and penetrate . - ast 1 /4" into the masonry structur 4.5 The installation of this roduct will require a hurricane protec ion system. 5. ''LABELING 5.1 Each door system shall b- . a permanent label with t - anufacturer's name or logo, city, state and following statement: "Miami -D ounty Pro. ontrol Approved ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, issued by FBMA ‘Aith the manufacturer's name or logo, city and state. 6. BUILDING PERiMIT 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 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. - 6of10- Jill 0 1 1999 JUL 0 1 2002 Manuel P rez P.E., Product Contra t'1 xaminer Product Control Division All American Supply Company ACCEPTANCE No. : 7. TYPICAL ELEVATION: • Max door leaf height 96" NOTICE OF ACCEPTANCE: . SPECIFIC CONDITIONS Design Pressure Rating (Positive) Design Pressure Rating (Negative) 97'/: Max width of each door leaf 36" - 7of10- APPROVED EXPIRES JUL 0 1 2002 75" +48.3 PSF -58.5 PSF 99- 0505.04 JUL 0 1 1999 Manuel 'erez, P.E., Product Co • ro 1 xaminer Product ontrol Division All American Supply Company ACCEPTANCE No. : 99-0505.04 Models Included: 1101). z 1010 11.•••••••■ covst.11 VI4a.• Swis OUT W■de Layout / / / 1 lel • 0, NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS S100 01111 1002 II. 010 03 6,10 do .•••■•• VC.OVaa. It S1011 114.01.6 EN$ 117 4141 0011 110111 1. - 8 of 10 - APPROVED EXPIRES 101 "...4••• 04•.1•■•• 1. 17 11,1 C.1.6.10104...S I 11 .17: 17. 77 Cr`tcr 47$...7:...;) I I 0.0/0/40 C■■•••■• 1. ••■••• Zes C11•11.oto *est. Chleara $1.11' cau 4■404 JUL 01 199S JUL 0 1 2002 zos (10 Manuel erez, P.E., Product Contro iner Product trol Division All American Supply Company ACCEPTANCE No. : DOl r 320 343 373 377 370 332 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 141 33' 327 343 F :21 ••=J -9 of10 - APPROVED EXPIRES' VOIMIIMO Manu Perez, P.E., Product Product ontrol Division 99-0505.04 JUL 01 JUL 0 1 2002 SUR 1 Examiner All Amcrican.Supply Company EXPIRES ACCEPTANCE No.: 99- 0505.04 APPROVED JUL 0 1 1999 JUL 0 1 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. ?. 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 specifically stated in the a ° 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 correct 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 because for termination of this Acceptance, unless prior written approval has been requested (through the fifbig 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. Misuse 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 followed 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. 8. 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 through 10. END OF THIS ACCEPTANCE Manuel erez, P.E., Product ControllExaminer Produc ntrol Division - lOof10- PROPERTY OWNER Name 4, /a ,,--. .040/ C �z— � Address 42__6 4/i 7�.3 M. «' 5 9, Ate. 333.67 Home Telephone 3eLv 753/.. c. 7V3 Business Telephone 366 2 ¢r3 0 Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Master Permit No. Subsidiary Permit No. ej ?' o?a • /593 INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: ' 3 e /VZ ?2 J,1' /1%u 5) -er'f ,,AZ.. 33/3 g Address Apt. City State Zip Folio Number >escriPtion of Work CGS% /? e f i?n2/ Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Work _..2.49e, Bldg Value Tenant Information ax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name PERMIT APPLICATION Village: Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. TATE OF FLORIDA, COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE SEAL: tary Pu iAL tlOTA:IY ELA M BEC. :FR COMMISSION NUMSEf or.r N CC786697 e. MY COMYIS?'ON 1f7iR S IN!Cv. '15,7 'a? Personally known OR, Produced Identification L" Signature of Contractor / Qualifier Print Name Swom to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: F^ DI Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TVPP. Dryer QTY. TYPI'. Outlet, Appliance QTY. '1'1'1'1: Service Repair )' I'1. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. . TYPE Condensate Drain QTY. '1'1'PP. Generator ()TN. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY" TYPE Miscellaneous Fixture QTY. T1'I'F Soakage Pit QTY Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE L,- x 60) x/1000 (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) O CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com