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WINDOWS/DOORSDate � Type Insp'n j3e cT'7 Permit No. Name (,��� 7 / A , � q Address l ( ` it t L 3 Company Phone # Inspection Date Approved Correction Re -Insp' n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request titAwf- What9a/5 -sI4 act Type Insp'n 4Sq MIAMI SHORES VILLAGE BUILDING.QEPARTMENT 305- 795 -2204 Bu (ding Inspection Request Date Correction Re- Insp'n Fee Permit No. 1" (34 Name n (� Address c Al"I (( �� M Company trJsr t CC—Jr Phone # 111 Inspection Date 1 17 k).e• • FROM •: NEW AGE WIN 0 CODE compumicz OFFICE (BCC PRODUCT CONTROL. DIVISION NOTICE OF ACCEPTANCE (NO New Age Wimdow4 & Door Corporation 7196 N. W. 77 Terr Medley, PI 33166 FAX NO. : 305 8890710 Sep. 21 2004 09:04AM P1 ..) v14 6-e 7 . - TA-e -. ... -- ., . NCI A1VII -DADS COUNTY. t7DA E la 4 :, , ) t.. • 1E I.RO- DADiFL►OL33t BV1ti.Opie 140 WEST 1'L1GI.E t STREET, 511IT61683 SEP 2 7 k V 4 MIAMI, FLORIDA 33130 -1563 (30: I) 375-2901 FAX (305) 375 -2906 SCOPE: . • This NOA is being issued under the applicable rules and regulations governing the use i of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Cot itrol Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and of her areas where allowed by • the Authority Having Jurisdiction (AM). • This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division '(In Niamii Dade County) and/or the AI3J Cm areas other than Miami Dal le County) reserve the right to Intvo this product or material tested for quality assurancc 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 jurisdic lion. 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 the Florida Building Code. DESCRIPTION: Series I - 300 Aluminum Horizontal Sliding Glass'Windoo' APPROVAL DOCUMENT: Drawing No. W99 - 80, titled "HRW300 Horiz. Rolling Window", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 11 -30 -99 and last revised on Sep 2 4 2003, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date bt• the Miami -Dade County Product Control Dhision. MISSILE IMPACT RkT1NG: None LABELING: Each unit shall bear a permanent label with the manufacturer's name Dr logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless other'.ise noted herein. RENEWAL of this NOA Shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this p: :oduct. TERMINATIQN of this NOA Neill 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, advenising or any other purposes shall automatically terminate th.s 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 C.:unty, Florida, and followed b) the expiration date may be displayed in advertising literature. If any ponion of the NOA is displayed, then it shat be done in' its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mar ufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Off. cial. This NOA revises & renews NOA 1 00- 0519.02 consists •of this page 1 and eviden te page as well as approval document mentioned above. :The submitted documentation was reviewed by Jshaq I. Chanda, P.E. NOA No 03-0814.0] Eapiratl on Date: December 14, 2008 Appro. ,d Dale: November 06, 2003 Page 1 FROM .: NEW AGE W I N 1 c ; :" t • • F. FAX NO. :305 8890710 • 'N•••.:1•,... •;f. .. 1 • . :" • • . • • • �• "_7 ,,eat inEn 4". Sep. 21 2004 09:05AM P2 DRAWINGS • 1. Manufacturees die drawings and sections. (Submitted under W.00 2. Drawing No. W99-80, titled 'HRW300 Horiz. Rolling W iin IsoW "; sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 11 -30.99 and last revised on Sep 24, 2003;'aigned and sealed by Dr. Humayo•,m Farooq, P.E. (Note; Sheets 1 and 2 have been revised with the addition of tempt (red glazing option) . B. TESTS (Submitted under NOA 00. 0519.02) 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 • 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202.94 along with marked -up drawings and installation diagram of an aluminum sliding glass window, prepared by Fenestration Testing Laborator p, Inc., Test Report' No(s) J TL -2409 (99076), FYL —2412{99079) and F'TL: h 413 (99077), all dated • November 17, 1999, witnessed by Jose D. P.E. sad Aldo P. Gonzales, P.E. , signed and sealed by Aldo P. Gonzales, P. E C. CALCVLATIONS 1. Comparative analysis and glazing calculation, prepared by Al•:!'arooq Corporation, dated 07. 31-03, signed and sealed by Dr. Humayoun Farooq, IP. E. . 2. Comparative analysis and structural analysis, prepared by A3- 1•arooq Corporation, dated 03 -20-00 and revised on 11- 16 -00, signed and sealed b!' Dr. Humayoun Farooq, P. E. (Submitted under NOA 00 0519.02) D. QUALITY ASSURANCE B'': 1. Miami -Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (Submitted under NOA 00 0519.02) 1. Statement letter of conformance, dated 05- 10 -00, signed & sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 05-10-00, higned by Dr. Humayoun Farooq, P.E. 3. Statement letter of compliance dated 02-02 issued by :Fenestration testing laboratory, signed and sealed by Aldo P. Gonzales OTHER 1, This NOA renews and revises NOAH 00- 0519.02 expiri December 24, 2003. • 1 1 • X44 AA 'shag L Chanda, P.E. Product Control Examiner NOA No 03-0834.01 Elmira uioa Date: Deiember 21, 2008 Appr oval Date: November 06, 2003 E -1 P1 , • a. . • - 0- oJ 0 x • � • LL MIC POI SW WO OS! TO it I" 0' IMMO OS% -0 T - 1 22 rot so co w SIM von am PAO OJOS TO OC (Oat. 1113PO • TYPICAL CI Intel:iris TESTED mars t.gc PCWATCuti /A.S3C13 SOLLT.er.S eV.. PE if 111337 EKDOwS 70 BE PROTECTED OYI DADE COUNTY APPROVED MCPACT ITC=ANT SPUTTERS 1 Ng= Tw3 STIOCTOIC 13 OSIGKO /4 PCS TPC 3311. ROMA O.*.DC CON 'I$ tOl14l COI MOE ocular. root 1.119 Lor4S AS Pi* AS:t USING COVICSPOMO; LOADS. Z. WO ruo.s r co.tos. wist it trcstses ~Mt 1G leotrogst %crzs SC TAC SOAK:Ult. 3. at.cmvcs Sows OE AS LOTEO. SRAM As Saipan Ow 00041 ASCPON. CSOXPOLAI 7 EASE MATCSAL SPAk1 St DCTOPO OPIXSPAC 13* OuScO. 1 1 •Iltenpri r 1W99—BO 'Ito=s7VIM oi51CN tams CaPat1TV - 157 119 01 OI S12IMI N1MDOi DOTS. A 051 -5Ra. cats 3 / 14 - -a1.M. CLASS WCIN 16:16111 . DMA.) 22r4•1 r an1-) IsT.(5) oat-) 26 -1/2 54.0 3 5 36.7 54.0 111.4 37 5413.3 • I r 3 66.7 350 12 33-14er 14' 4 550 1 46.7 54.0 121.4 74 0 • 54.0 46.7 54.0 121.4 26- 12 3 54.0 66.7 540 11.7 ]7' • 35.0 26.7 84.0 917 SS - 1/! - _ -] / , 3 31.0 1 06.7 _ 540 93.3 74' • e - .. - 34.0 91.4 26 -1 /2 54.0 3 54.0 : 617 35.0 74.1 37' 50E5/0 t 4 • 31.0 . 66.7 540 711 53-1/6• 14' -• 6 51.4 53.3 5 70.7 74 • - 1 - 34.Q 67.5 16 - /2' 12 3 51.1 1 51. 540 50.5 sr 56.0 .4 37) I ]7.1 34.0 31.6 33- 1)' • - 1 - 34.0 36.3 76' '1011' 1 - 1 - 52.6 eta - 72 3 54.0 I 66.7 54.0 1 121.4 L • 544 1 10.7 5 134.4 i 24' 5 340 1 617 54.0 111.4 34.7 35.7 7 . . 54.0 1 617 54.0 151.4 1 3 1 65.7 54.0 121.4 24' 3 34.0. 1 66.7 34.0 %IS.Q 36' • 54.0 ; 66.7 540 1022 b' 5 5 1 66.7 . 54.0 95.4 4fl 7 54.0 1 41.7 54.0 95.4 • 72' - t -1 54.0 1 31.) 54.0 93.1 74- 3 54.0 1 36.7 34.0 - 56.3 36' . 46- 4 54.0 j 66.7 54-0 - 71.7 44' 5 34.0 1 62.4 54.0 71.5 e0' 7 - 1 - 54.0 71.3 7 2 - 3 - i - 64.0 r 71.9 24 • 3 ' 64.0 1 66.4 560 EOL 3s' 4 46.2 1 412 5 61.7 • 44' by 5 - 1 - 3 37.5 Or 7 - 1 - 34.0 57.5 T2' 1 - 1 - 54,D 53.5 • iliCa4 3340 warty - vat (101 61215) 1 !MOW DDIS. 6 3 /11 -411.5. CRESS aim- N10a DMA.) wTt -) I 76' • 54.0 121.5 -11 104• ••_ s6- 1i 55.0 5413.3 7s • • 54.0 . 63.) 106 -114' W-34 • • 52 54.0 630 7•' 9 . 540 Imo 106 -114' 20-5/6' 12 47.5 475 171 -V . 11 - - 7t- 1 65.0 _ 121.4 15' ?•• 9 560 121.4 96' 14 11 54.0 12 101' . ' 42 . 5 1115 - 72' 6 340 102.2 14' -• 9 340 91.1 96' • 11 5 71.6 • tOP 12 54-0 61L1 72' 6 56.0 75.7 . •94' ' 9 5•.0 65.6 96' a6 . 11 5 365 '1011' 12 411 .41.3 - 72 9 540 353 ar L 30.5 50.6 • 96• 60' 11 441 - 461 - 144 4 . . 12 34.7 35.7 1L • O Z 1(' 13. t• z 3 w . o • Q • . 3 . w z ♦ • • 4 a :7 , • ' .. • 44 110. Of ANC7IO115 PER LEAD t 0.u. NO. Ci JHCNORS PER NE50 * SILI. 62!.4%. "04•:-.1. 41111 S a M.7C oo0 171CK7M"13 1U4 61 j 14113 : 305 8E390710 • A . • 0 T 1 MC1013 SC( acv 200 1Pa[PIC woVQ ,u01eS MDT w 711+1 at MNoOws, rust sinus,. 1 LAOS W PO5EO CT GLAZING WPM ?1110 TRH NSTIR THEM TO MC .U40 STRUCTURE: 717 1011. 13100112 SC[ CCCV. rOe SP1p.E. rrts ►.rT • 01%►r3r11 OCXCIM RNM t►112Lu. .a1 /1..t' 11.,0 mutes .133 2 a a 11A0 -101 .311 1211 i ■7002 001 s • 1 0 1 1/ Am 100 maim ALL 0013-A : /1161•C C yM0 1/ 101T Raw 111 1100! - 1r 21 10• Tap A11. soma IA& •011-T2 1/ NWT JAI SURE 0201 - 11 a REM 04,171; •tm Al 01331 1R5WC 132191L1 solo.! �- ! 111. 000 9u. 10!010 f .. 1101 N,IOJalnrtiytoultl • 0133. raNC11 10 a 1' PA NRLIO m / .0 1 a - 1x 11•0001 W 12 ; N-a311 b Y00. l000064Wr4 13 1 a 1000. 1RAalE78TRM10 PUI V111 KCTC M I. 1 - .1 1 1VIE -A! AS 10[90 4/ 1EaP 2/ =001 la i N1• -N !/ AA ,O.T PA40e 10.1112( • CAM 11 . 0.1 n11 03I111C nI 011 ZA nV>MDRTN/PK 0101[ 0101 0010 m. 1e11 1 1111.91 1101 1/ KIT 0011 0 314.0 0431. 1 01. rm 1 1011X 11RON 11011 PR10133J 101016 It2' 1 3/1' 0 2 -3/11' IO4 .r 1.0.0. tlD 4372 tad 11001 0111? Ia01a -Ta - 111 1 .1300 2/ 0111 1p1e 1/101 1 M2 -rt 0 1.2' Nor Eta 21 ; 2 1 1/ LAM War 1AT01 9400 :2 . ctn. - TYPICAL ANCHORS: 5 ELE11,/Ca1ART FOR SFA.7"1: 111 TaP C0a IMO 2ET %D00 !WOKS OR 11000 STRUCTURE 1 -W11 WK PEPCIPATlON INTO 0000 T11RU sir •000 (WOKS INTO 11050/1130 OR 01PEC1,T P 0 ►✓S01.02 1 -4 /4' VaN. CUM 1M0 tu5Alr1! OR C0040. • WEEPHALES; WI - e 2 I/O We PM01,ES AT S' TRC%J SACK 11•0 00 MANE T11 1 /4' p3.. WSCP •-`t -5 AT 6" PP.OM EPOS a 20 OC. tip. SEALANTS. MILE AMP VENT CC0.1:F5 AND 11::TAI4.1101. SCFE15 S'r1.Ly M;R 11. ? /A`lvrNVII CCA.CJRW SP. :CONE. J' lc �R. •1vl'V -K w /.42003 53R'i4bYLS 114. K f 11211 ...L..- • • " • u.1 cr Z • 3 ' Z in OM. ZWI IMOD WW1 in Co nr MOD ti.Ca' • r • len wen 1 ----suctres cv•i: . • • Tit • a. start Ai "••• \!• le.:. tow :pt • • tAVOOT • CX fri-FG5ITE Xot *TOUT VIM ye 06 *ICI I sec / ar.2. liCuT soft 1/4" sow •,*= SCE 1r r Ati-Tati S ;LA rt 1 tt •.• S7 4-94t—r—ritiar— MIAMI•D® - C . BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ECEVED MIA ;MI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S Everglades Lumber 6991 SW 8 Street Miami, 'FL 33144 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 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 Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 5001 Outswing Decorative Glass Single Light Wood French Door APPROVAL DOCUMENT: Drawing No. 99003 titled "FBMA Series 5001 Wood Door ", sheet 1 through 3 of 3, dated 12/6/99, prepared by FBMA, bearing the Miami -Dade County Product Control Renewal stamp with the - Notice -ef Acceptance number and expiration date by the Miami -Dade CountyProductControl 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- 0528.04 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 1104.08 Expiration Date: May 10, 2008 .Approval Date: November 22, 2002 Page 1 DOOR AND FRAME SYSTEM . ITE11 # • DESCRIPTION STILE AND RAIL CONSTRUCTION l • 1 DOOR MODEL 5001 - MANUFACTURERS) RDCUE VALLEY 2 #JR300 T-ASTRACAL %WM (2) 1/8' SCHED 40x 8 1/4" LONG S,L PPE SLEEVES BORED TO CLEAR #/3. WITH CLUE 7/16" X 2" STAPLES 15' CC, & (16) #6 X 2" FHWS (4 EA SIDE OF SL'VE) WEATHERSTRIP - SCHLEGEL #ODS -650 3 12'. EXTENSION FLUSH BOLTS - QUALITY MFG #1358 1/2'0 x 1-1/r LONG STEE1. W/ 3/4' THROW 0 ASTRAGAL TOP & BOTTOM. 077' THICK BRASS STRIKE AT FRAME HEADER ABOVE INACTIVE DOOR AT UPPER CONCEALED FLUSH BOLT. THERE ARE NO STRIKES AT THE BOTTOM OF COORS. THE LOCKS ENGAGE HOLES DRILLED INTO THE ALUMINUM THRESHOLD. 4 ST NCLE SURFACE DEAD BOLTS - & MODEL #. W STRIKE ASSEMBLY CONS 62' ENG. LOCK REINFORCER 0.0' BM.W SURFACE STRIKE W/ A CONCEALED 0.120' THICK PLATED STEEL REINFORC>31ENT PLATE SCHLAC:E #8180N • CR tatilK=T #666 5 PASSAGE LACK - MFR & MODEL # CENTER 36' FROM BOTTOM OF DOOR. 0.050" TFACK BRASS STRIKE AT OPPOSITE SURFACE SCHLAGE #F1 ON OR KW1KSET #200E 8 SINGLE CYLINDER DEAD BOLT - MFR & MODEL #. ' (CENTER 6' ABOVE PASSAGE LOCK). W/ STRIKE ASSBIBLY CONSISTING OF A 0.062" THICK BRASS SURFACE STRIKE W/ A CONCEALED 0.120' THICK PLATED STEEL RCNFDRCEM91T PLATE. SCHLAGE #8160N OR KWIKSET 1660 7 4" X 4' BUTT HINGE WITH SAFETY STUD - HAGER #1843 & PENROO #MH40AUAC (MOOD). CENTER 6 -3/4" AND 84" FROM TOP OF DOOR SCREWS - TO DOOR (4) #9 X 3/4" RAYS. TO JAMB: (3) f9 X 3/4" FHWS & (1) #9 X 2 -1/2" FHWS. 8 4' X 4" BUTT HINGE - HAGER #1 OR PENROD #WH40ALIWS''(M 8' DCED). CENTER 31 -3 4" AND 5 FROM TOP OF DOOR SCREWS - TO DOOR (4) is X 3/4" "FHWS. 1D JAMB: (3) #9 X 3/4" FHWS & (1) #9 X 2 -1/2" FHWS. 8 THRESHOLD-- MODEL.#JR100 (DEPTH X NOSE HEIGHT) WTI -* TRIP- SCHLECEL MODEL # 2 -1/2 X 1 -1 /6" #QOS -650 2-1/r X 7/8" -550 3" X 1 -1/8' 0E6 -928 10 FRAME - 1 -1/4" X (WOOD) 4 -8/16" OR 5 -1/4' RABBETTED AND KERFID FOR WEATHERSTRIP. EACH CORNER WAS CAULKED AND ATTACHED WITH (33-3/4 = X 2' LONG GUN DRIVEN STAPLES. WEATHERSTRIP — SCH EC #005 -650. -- - - -- -- -- - - 11 HEAD PLATE TO MATCH FRAME - WITH 3/6" 3 PLY PLYWOOD ATTACHED W/ CLUE & 3/4" STAPLES 1' TD 1 -1/4" FROM EACH EDGE & 8 -3/4' (AVG) 0.C. AND (3) STAPLES PER JAMB. WEATHERSTRIP - SCHLEGEL MODEL '# I #Qos -650 10E6 -926 - -- -- 12 2' X 3' X 0.007' VINYL FLAP CLUED TO 601710M OF ASTRAGAL 13 FRAME SCREWS TO ZX WOOD BUCK10 X Z -1/2' FHWS. 6" FROM CORNERS & 24' OC (WAX). FRAME JAMBS AND 20' 0.C. (MAX) FRAME HEAD. 13a FRAME SCREWS TD MASONRY - 3/16" FH TAPCON MINIMUM EMBEDMENT OF 1 -1/4' INTO MASONRY. SAM SPACING AS ABODE 14 PEMKO #588 SELF ADHESIVE WEATHERSTRIP AT OUTSIDE EDGE AT TOP OF BOTH 000RS. PEMXO #588 AT OUTSIDE EDGE AT LOCK STILE OF ACTIVE DOOR I OMITTED 15 PEMKO #345AV RAIN DRIP & SWEEP ATTACHED WITH #6 x 5/8' RHSMS 0 6" 0.C_ 16 1' X 2' X 3/16" [FI F ADHESIVE PILE PAC. PAD/DIVERTE 1 AT BOTTOM OF EACH JAMB. PAD/DIVE31TER AT BOTTOM OF ASTRAGAL 17 1/2' TOTAL THICKNESS INSULATED VISION GLASS CONSISTING OF TWO 1/8' TEMPERED LTTES AND 1/4' AIR SPACE DECORATIVE CLASS CAN BE INSERTED AND SEALED INSIDE AIR SPACE. 26 -1/4' X 79" HIGH MAXIMUM DAYUCHT OPENING. 18 - INTERIOR GLAZED SET IN AN ADHESIVE BEDDING COMPOUND. W000 GLAZING STOPS ATTACHED WITH 5/8' LANG X 3/16' WIDE CROWN, GUN DRIVEN WIRE STAPLES (5 PER HORIZONTAL EDGE AND 9 PER VERTICAL EDGE). WOOD ^RTION ITEM #9 J —R #100 THRESHOLD WOOD & ALUM W/ QDS WEATHERSTRIP (1) 110 X 1" FHWS 2' FROM EACH END AND 10" OC (SIX TOTAL) (1) 110 X 2 -1/2' FHWS, 4 -1/2' TO EACH SIDE OF CENTER UNE MVO TOTAL) 17 LUMBER 1.75' OR 3" .1.0' OR 1 -3/8" .250 (1) # 10 X 2.5' FHWS AT CENTERUNE (1)- 12' TO EACH- SIDE._AND BALANCE 10' OC (SEVEN TOTAL) MINIMUM EIMBEDMENT. 1.0" ALUMINUM EXTRUSION • CLEAR GRADE DOUGLAS FIR OR E0. ITEM #2 J —R #300 ASTRAGAL W/ SLEEVES & 'KERFED FOR WEATHERSTRIP 2_875" 2.50' 1/8" X 3 /s" 20" WAX. I (P-) 1" A -B MARINE 9 -PLY PLYWOOD 6" MAX. MP.) (2) EACH 3/8' SCHEDULE 40 STT> . PIPE SLEEVES 8 -3/4' LONG BORED TO CLEAR THE FLUSH BOLT. (1) AT EACH END OF THE ASTRAGAL Evergla 6991 S. Miami, .Ph. 305 20" MAX. Cry) 6" MAX. - MP.) 6' MAX. (rrp.) ] 3 24' O.C. MAX. (P -) DESIGN PRESSURE • RATING +48.3 PSF —58.5 PSF THESE DOORS REQUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. PRODUCT RENEWED as complying with the Florida Baiding•Cotle • Acceptance No 02 /104:08 Ex.iration Date By Warn %side Product Coot Divisloa des Lumber and Building Supply W. 8`h St. - FL 33144 261 -1155 Fax 305- 261 -8972 8 Drawn by: E.D. & D. -- -Date: . 12/ 6/99 -- -- .Revisions: , Drawin.g #99003 Drawing Title: FBMA SERIES 5001 WOOD DOOR' Page - 1 of 3. • 14 : © 0 .- O • © O O � 7 15 ® WOOD ^RTION ITEM #9 J —R #100 THRESHOLD WOOD & ALUM W/ QDS WEATHERSTRIP (1) 110 X 1" FHWS 2' FROM EACH END AND 10" OC (SIX TOTAL) (1) 110 X 2 -1/2' FHWS, 4 -1/2' TO EACH SIDE OF CENTER UNE MVO TOTAL) 17 LUMBER 1.75' OR 3" .1.0' OR 1 -3/8" .250 (1) # 10 X 2.5' FHWS AT CENTERUNE (1)- 12' TO EACH- SIDE._AND BALANCE 10' OC (SEVEN TOTAL) MINIMUM EIMBEDMENT. 1.0" ALUMINUM EXTRUSION • CLEAR GRADE DOUGLAS FIR OR E0. ITEM #2 J —R #300 ASTRAGAL W/ SLEEVES & 'KERFED FOR WEATHERSTRIP 2_875" 2.50' 1/8" X 3 /s" 20" WAX. I (P-) 1" A -B MARINE 9 -PLY PLYWOOD 6" MAX. MP.) (2) EACH 3/8' SCHEDULE 40 STT> . PIPE SLEEVES 8 -3/4' LONG BORED TO CLEAR THE FLUSH BOLT. (1) AT EACH END OF THE ASTRAGAL Evergla 6991 S. Miami, .Ph. 305 20" MAX. Cry) 6" MAX. - MP.) 6' MAX. (rrp.) ] 3 24' O.C. MAX. (P -) DESIGN PRESSURE • RATING +48.3 PSF —58.5 PSF THESE DOORS REQUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. PRODUCT RENEWED as complying with the Florida Baiding•Cotle • Acceptance No 02 /104:08 Ex.iration Date By Warn %side Product Coot Divisloa des Lumber and Building Supply W. 8`h St. - FL 33144 261 -1155 Fax 305- 261 -8972 8 Drawn by: E.D. & D. -- -Date: . 12/ 6/99 -- -- .Revisions: , Drawin.g #99003 Drawing Title: FBMA SERIES 5001 WOOD DOOR' Page - 1 of 3. • MINIMUM EMBEDMENT 1 " M NI'MUM EMBEDMENT _1" Typical installation into 2X .buck or wood frqTrltng. MAXIMUM WIDTH 38 1/4" SECTION C -C SEC- 1 - ON MAXIMUM WIDTH 75" 1/4" MAX. BLOCK OR CONCRETE MINIMUM EMBEDMENT 1" 1/4" MAX. :BLOCK OR CONCREIt MINIMUM EMBEDMENT _1 "- Typical installation in masonry. 1/2" TOTAL THICKNESS X WOOD BUCK 1 cNi \z 4 -z_ r7 Cr) .SECTIO N B -B 1/4" MAX. . INTERIOR EXTERIOR MAX. HEIGHT 97 1/4° 1 7 O O PRODUCT RENEWED as conipisiad wi:h the Florida Euidi.^.g Codc Acceptance. No 02- *4 / Ex iratioa - Date ,,.AV Tio .1 By ,(/l ' Misrii • e Product Comm Division Everelades Lumber and Building Supply 6991 S.W. 8 St. .Miami, FL 33144 - Ph. 305-261-1155 Fax 305-261-8972 08 H 1.6875" j---- 7- 1 ITEM #4 THIS SIDE OF DOOR TO WEATHERSTRIP LOCK REINFORCER BY M.A.G. ENG. MODIFIED Date: 12/6/99 Revisions: I Drawing #99003 Drawing Title: FBMA SERIES. 5001 WOOD DOOR Paae 2 . of 3 Drawn by: E.D. & D. • CORNER CONSTRUCTION (AT TOP AND BOTTOM RAIL) Butted and attached to stile with a minimum of (3) 5/8"0 x 5" long wood dowels with a 2-3/4" penetration into rail. 6037 • 6082 6001 6002 64508.-0 - 60608-0 sosse-cr 6(e98-0" 5010 5105 5109 Ek 6050 . . CRYSTAL VIEW SERIES 5108 5512 EG291-0VR EG 291-0V EG 201-0V EG 301-A • R 20G-OV VC-OVAL L2CG-V 6065 6069 5015 5580 5804 5506 Ea aTtcpsz .SLEse( ZrccrEless Zrr.crelas gazes) (Bass) Destmer 9 Designer 17 Designer 10 arricn id • Prms) (Etas) 1 3/4" FR.ONT_ ENTRANCE. DOORS (EXTERIOR) - MODEL 5001 MAX JM PANEL WIDTH 36" limurn Dimensions 'Stiles 4-1/2" Lock rail 7-1/2" .Top rail 6-1/2" Bottom rail 9-3/4 Panels Raised . . 3/4" Bars (2132-59E 4-1/2 Bars (0007606, 00-597) 3-1/2 543 575 Dena Date D:cr • • St9 6.8*CINLY 552 577 4 1 51 c39 555 561 553 563 554 564 567 PRODUCT RENEWED _as _corn p n g_with _th e_Elo tida. _ Euiding Code Acceptance No Ex iration Date By . N Product Contra Drawn E.D. & Date: 12/6/99 Revisions: Drawing #99003 • Drawing Title: FBMA SERIES 5001 WOOD DOOR 557 6 4 9 - Everglades Lumber and Building Supply 6991 S.W. 8 St. Miami, FL 33144 Ph. 305-261-1155 Fax 305-261-8972 Tuscany 6512 Shlarre6542 WL1 IOS22 Page 3-of 3 BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33)38-2382 TELEPHONE (305) 795 -2204 FAX (305) 750 -8972 RECFXPT oe„ ,acf i-fu t Ga '-c actor /owner, picked up 2 sets of plans for (address) . (4-1 ( 1 Ai q 3 Nr cL Shimm the Building and Zoning Department on (date) to have c onections donne to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305- 795 -2204 Permit Number: BP2004 -1247 Printed: 9/28/2004 Page 1 of 1 Applicant: HUBERT FATAL Owner: FATAL HUBERT JOB ADDRESS: 479 NE 93 ST Contractor PRIORITY CONSTRUCTION MANAGEMENT 16ntractor's Address: 4631 NW 5 ST Local Phone: 786- 299 -2776 Parcel # 1132060140411 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 22 BLK 51 LOT SIZE 50.000 X 128 OR Fees: Description Amount FEE2004 -9695 Building Fee $100.00 FEE2004 -9696 CCF $0.60 FEE2004 -9697 Notary Fee $5.00 FEE2004 -9698 Training and Education Fee $0.20 FEE2004 -9699 Technology Fee $2.50 FEE2004 -9700 Scanning Fee $15.00 Total Fees: $123.30 Permit Status: APPROVED Permit Expiration: 3/13/2005 Construction Value: $388.00 Work: REPLACING WINDOW Signed: (INSPECTOR) Total Fees: $123.30 Total Receipts: $0.00 up. 73 SEP 3 0 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/28/2004 Applicant: HUBERT Owner: FATAL JOB ADDRESS: 479 NE 93 Parcel # 1132060140411 Fees: FEE2004 -9695 FEE2004 -9696 FEE2004 -9697 FEE2004 -9698 FEE2004 -9699 FEE2004 -9700 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1247 FATAL HUBERT ST Contractor PRIORITY CONSTRUCTION MANAGEMENT 1$16ntractor's Address: 4631 NW 5 ST Local Phone: 786 299 - 2776 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 22 BLK 51 LOT SIZE 50.000 X 128 OR Amount $100.00 $0.60 $5.00 $0.20 $2.50 $15.00 $123.30 Permit Status: APPROVED Permit Expiration: 3/13/2005 Construction Value: $388.00 Work: REPLACING WINDOW In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: Page 1 of 1 Total Fees: $123.30 Total Receipts: $0.00, 73 30 SEP 3 0 PAID �p Le-- Miami Shores Village BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) Owner's Name (Fee Simple Titleholder Owner's Address City ///44.14/ 5/91,_ State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 4 Type of Work: Describe Work: ❑Addition Code Enforcement $ Total Fee Now Due $ 7 ` e° (Continued on opposite side) Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Gehe4 ° 741 -Phone # C3 ) C (''(�� r`L / 7Q RECEIIVED SEP 1 4 2004 j9-q NE- 93 } Zip /3 NO County Miami -Dade Permit No. 3 e V — /may 7 Master Permit No. — "Plum mg Mechanical Roofing Zip 33 r.. 7 S' Phone # Phone # ��P c 7 7 AS Zip 3 3 ( State Certificate or Registration No. t; b 7 V -7 ` 7 / Certificate of Competency No. Phone # Square Footage Of Work: ❑Alteration ❑New e a - Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $,50 Permit Fee $ f (OC CCF $ 0 CO /CC Notary $ J Training/Education Fee $ Technology Fee $ a/0 Scanning $ af t Radon $ Zoning ea Bond $ Structural Plan Review. $ .�� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature --- 11 caner or Agent The foregoing instrument was acknowledged before me this t y The foregoing instrument was acknowledged before me this day of te r , 200 by - 1-I-0\oe.'T --Fa- cU , day of , 20 , by who is personally known to me or who has produced j -0 who is personally known to me or who has produced `� ; 0 , % A S (o - '1CA - C As identification did eke an oath. as identification and who did take an oath. NOTARY PUBLIC: 1:. ° *c { i )j 1 bbl NOTARY PUBLIC: '. Fab -°v. & 4/ . / kss% p n � y �' i e ,. Sign: 1 _ ^' t(, s • • IbI �OJ Print: I4Qw� -t V alt. 3 6 it'e !P Ph 2 0 0 , n g Co Inc My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor Sign: Print: My Commission Expires: *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Engineer Zoning ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** . ' * ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SEP 2 8 2004 Plans Examiner Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I 0,41 7 a, la-e being the legal property owner, for the property Located at: /-/ pE 93 s/ '% S 4 e S n, 33/38- Legally described as , Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td 3lrork as my own contractor, ]: further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this day of Se T , 20 0 By , U\agY who is personally known to me or who has Produced 340 - OO rS -403 as identifi.cajlott*d who did take an oath 4t4 1 . es ✓� �Ol No