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BP-05-1563
l Miami Shores Village Building,. Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax; (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. 12,P06 1 3 r Permit No. Permit Type (circle): Build' -� Electrical mbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) i.. v. \T i \Ddeo. Phone # 3 S ° 742- 791.? 7 Owner's Address 7 3 r 9 (`( . City 11\4 I if . %A.. l ,S Lv -e.� State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villa a County Miami -Dade Zip �3/ 3 Is Building Historically Designated YES NO Contractor's Company Name Ga. L Ie4 6 V Ou t 06 1,,s o4 Phone # 3a-S- a 7 Ye 7V Contractor's Address 4/9e0 . j 11) 7'/ c< City / "!/!fa Vii /` State F=1- Zip 33/ ms's' 736, 994 k5471 Qualifier State Certificate or Registration No.1% °Cs (.50 70 7D Certificate of Competency No. Architect /Engineer's Name (if applicable) \V! . GF ®V- MO Vat eS Phone # i c!).S7— 7 7-3 ��z---/ Square Footage Of Work: ,R? $ Value of Work For this Permit Type of Work: ['Addition 50‘. COO Iteration DNew 0 Repair/Replace ❑ Demolition e ► 2-12 Nova1/4 t o ,A) $.us® , Submittal Fee $ ZCO.00 Permit Fee $ !S S-0 V `-- CCF $ CO /CC. t Notary $ ® Training/Education Fee $ 10.00) Technology Fee $ ' 7.1O Scanning $ • 00 Radon $ 1 45 Zoning Bond $ 3CC, ,CC) Code Enforcement $ Total Fee Now Due $ Structural Plan Review. $ 50 .00 (Continued on opposite side) 50 , 0900 Bonding Company's Name; PERMIT # Bonding Company's AddreS CONTRACTOR: City iSUBMITTAL DATE: t 4OV 1 PROJECT TYPE: I )C Mortgage Lender's Name (i Mortgage Lender's Address City VO-10 tf-0' ZONING ae f 1I /f0 tP5 k' Application is hereby made t e 1rTI IR01_ commenced prior to the is construction in this jurisdicti WELLS, POOLS, FURNACE FIRE IMPACT FEES OWNER'S A1414IDAVIT: 1 applicable laws regulating con "WARNING TO OWNER: PAYING TWICE FOR MP CONSULT WITH YOU COMMENCEMENT." ` E HRS/DERM Notice to Applicant: As a co promise in good faith that a whose property is subject to for the first inspection whit inspection will not be approve______ MECHANICAL Signature WDO Owner or Agent The foregoing instrument was acknowledged before me this day of I6 ,20 yb who is personally known to me or who has produced 0 - l;�s�s1 As identification and who did take an oath. NOTARY PUBLIC: Sign: 11 Print: l� O I o L i (v11 L. work or installation has ( of all laws regulating , PLUMBING, SIGNS, in compliance with all RESULT IN YOUR TIN FINANCING, BUR NOTICE OF rte.► -�Q�� _ 00, the applicant must elivered to the person posted at the job site {tch posted notice, the Contractor The foregoing instrument was acknowledged before me this 2. ® ' day of °'`" , 2004, by LL S '-i o,SCC ® ,,ire , who is c erson . I • . o o me or who has produced as identification and who did take an oath. NOTARY l U$LIC: Sign: Print:'' M£L i s Sa My Commission Expire LOTS E. LINDLEY cam* �• , :itt,Yka+ SlQ4l t4 61r ,i** Ak EXPIRES: December 16, 2008 Q FF�t ••• Banded Tlw Nam Polo UrlderWdlers *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 11g Commission Expires: I -c - oputio, MELISSA HERNANDEZ ;Notary Public - State of Florida tAftfammilionelplasOct28,20011 I = ��� Commission* DD 367007 1 ; . ` °� Bonded By National Notary Assn. Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Miami Shores Village FL 33138-2304 -res:y.pr 44,5,),--4,410=14014,;', NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 3PPS - /,5-6 3 TAX FOLIO NO. 1/— 32C)(ra "e /y- /6 c?O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111111111111111111111111111111111111 1 1111111 CFN 2006R019511.11 OR Bk 24262 F's 1122; (111s) RECORDED 02/23/2006 '11:08:54. HARVEY RUVIN, CLERK. OF COURT i1IAMI -DADE COUNTY, FLORIDA LAST F'AGE 1. Legal description of property and street/address: 5 -6 5-3 'V , tatoi St) oves S7 c3 P$/ ®37 L c r i ' 1 d E ! 2 I_ 04 t a. ,PG,6c s 4071_5/.2 e ?sx /25 73 N q Si 114 w►; S ove5 2. Description of improvement: i $cL v, le)? Gr va4- io k, (°i Cca rn -ttr %.2 c,,4 10 V 3. Owner(s) name and address: 4- .. - - 73 G N E Rt./ Ste( 144 /a tn... , g 10 C) .FL.— -3- / Be Interest in property: ® C..) In e V"--S Name and address of fee simple titleholder: 4. Contractor's name and address: 6. a.l re s vo e Co vi s'1-v' uc +/ ®tel 47/4"1 3 W 7 t ue . 71I /am/ 5. Surety: (Payment bond required by owner from contractor, if any) /VA% . Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida•Statutes, / Name and address: i i tA4 O 4 L Gtr v►u 7.36 NE 9` /mss /i/ /af�i, -56lcve.5 Ft-- 33/.3 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner �-- Print Owner's Name 1 1 V^ v'A-LL. Ci v Vt u t^', Prepared by �/� F(. 9ndd��s Orr � X3655 gat 54010 Sworn to and subscribed before me this fC day of Ye , 2004. Notary Public Print Notary's Name My nnmminAinn AYnirac• dress: /t0 /UP tok0,46 taw/ 13/3 er i ,. DI' -� .. „� , ... � 8aded 1lw NaW I. ' c1 STATE OF FLORIDA, COUNTY OF DADE Y RTIFY that 117 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Q t' /S'4 Job Name / hocl..e,a.0 Date .1/2:7 /04, BUILDING CRITIQUE SHEET Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 430 Pgp Miami Shores Village Building D epartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OS-- Z 9.3 Job Name ... Date Yg'� BUILDING CRITIQUE SHEET -CAL 02.25 ,�i, Id /,CC-Qtise tO .47A ie."9_6/2.00-7. da:44/4/;/1 --zeA,7,7) / ,mod !�r s o r2-f F ) t44) ©d. w ; os 5 /10e114! V4,4,6)-e_ a . / O 24 2 6tf/ S Sr rr /Ai `ictiv� "mode `/ e ce `An c 02 / 7rie e- /5 , 24.. al 8 ?ie vge,a) w 11,d ,e. r file- 57.eeL 6-64/)/ gen.w 11 s 'bud AQZ.fitod9 A -M teitotJ1'o -Tv &-X `s 7 A) ,i a 2 .'s uci grin 'mg' j0yealcas I.lu' Z.e S ri Ji . -7i.Efe ect. /■ r Z 4'i' / ,,0 4 /fr o A( AirAr Vii CA -Ai //e is 4�c 6-i:i ezo 6 44, . e �s zf�v� 8e� � G � .. et), ta 4 Reviewer: ern It ,eor Claudio Grande C.B.O 305 -795 -2204 Ext 430 iH(,,,C 5 / i% Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. as- 156 3 Job Name 74b04'e&fu 73t pe X34 �f gemedel STRUCTURAL CRITIQUE SHEET 270/ a /ghif $14dicnii ai/act' odd c.Lt)cUldreri5e Sub #772 / // -7/ t'C /5 , a- i// /) d JCL'S el .164 deers a"4 thin/ 1 4 ds Sher -' /lea; r a /�rs 1-e ai -, -- v c� �'I x71. ? I% a ', /'`e‘ - c r /A-ere Alp . ale k-s ,/0 /1i C/ hhEdu 1 €i TG- 2- Iv Hake 4--44-& ZONING CRITIQUE SHEET PERMIT # n to3 JOB ADDRESS: APPLICANT: APPLICATION: c_v_cyc„ efoitixt))1LdriLiv‘ 1/4-ALfLAA3- DA TE COMMENTS II ti 1 OVA f L - a . i, 1 INITIALS Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No .4' ` Job Name ti`I ' B N°ui -e ELECTRICAL CRITIQUE SKEET ®® ,1,1-/P , yr, ":"Le 4-77;t 1 e'h v/ G e- Ri.:0/e0 OI' e 1-A eRli ry &€,Y-ipitie7etth < 14'4 `�d1, 1L-0- if-4 • 9 t ' we lo 4/ AReeo 61,0173)'‘.- fete, WA. e®,/ 0, %i- p/4,-- A to' e Z49)2. 'PA- -61,6-ci 5j- - H ',1e," P/44- '''o/ 0e* it 2dM1- j1`49 ��/ri�� �-L �,c®� — c ce, -mix- w_ /re-A /011 c2e/4'Ji -' l-- X 'c �✓fi� -el of y-e, iiP7W1 ' 4Vi /y 1✓ a17- Xsee to/Rrele1 Re 510e— &'77 - A toe e ..9 2/27/2006 10:39 AM FROM: South each Compute TO: 3057568972 PAGE: 002 OF 002 &i-tANA. tintttleropApitmc ft mien ran 125ts$.W, 8StliS TI1XET,STE.206,MtA1NI.FLORIDA 33186 Phonic 11305073.2121 File Mantra: 81- I33SttW -A Ceseteets)SSe: 069484352 020-33-1258 Fotcel ID e: II-320014-09D 0Fr KC N. q ti i cif 7 n C' 01 R 73751 20*» OCT 10 331118 LCSVINIVItivrIATAU CQIhlTYr•FLl WARRA1arYDE.ED (Individual) This Warranty Aced, dated this 5th day of October, 2001 By MARS)RIE T. MASER an unretruirried widow whose post army address is: 5835 GARDEN LAKES DR, BRADEN TON, Pi. 34203. hereinafter called the GRANTOR, To TIMOTHY A. BARNUM, a sdnglee man and MARE THIRODPA U, as single Haan' whose past office address ! J I i _111 1 .3[ I ") bit el 1 • 3aina er called the GRANTEE. Wobd•ao eh, pubo mtha htsinvnerd rad die r.aaa.lgalrtpnem.aas sea atigat cltnti doh. and wr,uamn. aadalma. otwrptineay Macre aaaha,A,Ar - awa+mR-and W1INESSE H, that the Grantor, for an in consideration ()Idle stun of 510.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys, and confirms unto the Grantee, all that certain land situate in Miami -Dade County, Flarlda, viz: Lot 11 and the East 112 of Lot 12, in Block 65, of MIAM1 SHORES SECTION THREE, a Subdivision, according to the Prat thereof, as reeorded in flat Hook 10, at Page 37, of the Public Records of Miami- Dade County, Florida. .SUBJECT TO covenants, conditions, restrictions, reservations, limitations, easements, and agreements of record, if any taxes and assessments for the year 2001 and subsequent years: and to all applicable coning ordinances and/or restrictions and prohibitions imposed by governmental authorities, if any, TOGETHER. with afl the tenements, hereditantcuts, and appurtenances thereto beIangiug aria anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND THE GRANTOR hereby covenants with said Grantee that except as above noted, the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby (idly warrants the title to said land and will defend the same against the lawful claims ofall persons whomsoever. IN WITNESS WIOREOF, Grantor has signed and sealed these presents the date set forth above. Signed, and delivered in the presence of a le .. v` Print iMess' Name Witness` Name )21 2444 MARIE T. MASER to , �ow:a. INICO*0 WNW' HARVEY RUMS riles< Ctar Coro* State of FLORIDA County of DADE The foregoing instillment was acknowledged before rite this 5th day of October, widow who is personally known to me or who has provided driver's license AIMS K 1111111111X11 ownewatwown $11311th �h11f1, 11 i. by RIA141RJE T. MASER an itnremarried on who did not take an oath. Notary: C• scion Expires: South Beach Compute s.4 2/27/2006 10:39 AM FROM: South Beach Compute TO: 3057568972 PAGE: 001 OF 002 • • • • • • • 736 NE 94th St • Miami Shores, FL 33138 • • • • • • To: Fax number: From: Fax number: Business phone: Home phone: Date & Time: Pages: Re: Miami Shores Bldg dept 3057568972 Timothy Barnum 413- 647 -7797 305 - 905 -5757 2/27/2006 10:39:36 AM 2 Permit BP05 -1563 1 MIAMMADE COUNTY •••• • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • • • PRODUCT CONTROL DIVISION • • • NOTICE OF ACCEPTANCE (NOM. • PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • • •I40 NEST FLA R S .• UITE I603 MIAMI, FLORIDA 33130 -1563 • • • • (305) 375 -2901 FAX (305) 375 -2908 • • ••• • •' www.buildinacodeonline.com 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 AIU (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 Florida Building Code, including e High Velocity Hurricane Zoneg g ty . Oi 'MF- r</ DESCRIPTION: Series FD -750 putswta Aluminum French Door and tdehies- APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Sidelites, impact ", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/23/04 with revision "A" on 03/25/05, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration 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 revises NOA# 05- 0103.03 and, consists of this page 1 and evidence page E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05- 0419.03 Expiration Date: February 24, 2010 V Approval Date June 09, 2005 Page 1 11) NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. A C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. A D. 7/16" LAMI CONSISTING OF (2) LITES OF 3(16' HEAT STRENGTHENED GLASS . " /tTH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16` TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" A,.090 PVB, 3116' HS). F. 7/8' LAMI I . CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16' HS). A G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/16" HS). • •• • ,C,H. 7 /6" CAA Lfe•CONSISTING SF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAM GLASS ASSEMBLY INSIDE • • • • (3/16" I j %, j)j5 VANCLViI•3116:HS). • • ••' SIDESIGN • PRES €URES: TABLE 1, SHEET 2 • • A. NEGATIVE DESIGN L$ laSED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300 -98. • ••4 44 B. POS;C'IVefi 1GN LcAl4ErAtED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300 -98. •• ••• • • • • i 3.pONFIGU TIQNS: X, O, 4 4CQ, OX, XXX, XXO, OXX, OXO XXXX, XXXO, OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJASENT X SNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND • t UNITS td RAAKE THE AM•CONFIGURATIONS. • • • • • • • 4.J OR ANCjiQRAQE REQLI}A�1E1 TS SEE SHEETS 9 AND 10. A • • • • 5. SHUTTER % AFft•NOT RIIXUjM • • • 6. SEALAA:ItI MLLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7. REFERENCE TEST REPORTS: FTL- 4311, FTL- 4312, FTL -4315, FTL- 4527, FTL -4528. FTL4529, FTL-4530. A NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES._3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8 ANCHORAGE 9-10 Jrsoncr REUSES as C41AuIL Ns 4,15-7C9 Rona er 'FA( Re4dSr Dear RerNNK: 3125105 A bate: Rer6bm: CHANGE NOTES 1, 4 AND 7 ADD VANCEVA INTERLAYER GLASS TYPES MOVE GtAZNG DETAILS TOSHEET2 AND OP TABLES TO SHEET 3 Asyut Dr Sr F.X. Data Dew 12/23/04 Cere,&Mer. Dele L.T. 4/8/05 4070 TECHNOLOGY DRIVE NOKCMIS, 71 34275 P.C. BOX :529 NOKC:AS, F7 34274 Visibly Better GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT Lucas A. Turner, P.E. rea.mweaor sore: roeao. Re. PE 758201 FD750 FULL 1 -' 10 8000 -17 I A .__ . _Mechanical_.__ • • • • • • • . • • • • • • • ••J.••• Rma4 By' Fd� Render 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEXI A KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 91 oR92 5/8" GLASS BITE E%1-61t4 _ INTERIOR EXTERIOR —•s •�— • • • • • • • • SETTING BLOCK •••• GL AZ4NG DETAIL 7/1'6" LAMI eLASS W/ PVB INTERLAYER • •• •• •• • • • • • • ••• • •••• • • •••• • •• • • • • • •• • • • •••••!(a "NOM. ••• ••• •••• • ••• 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER -• 3/16' HEAT STRENGTHENED GLASS 93 oR 94 5/8" GLASS BITE INTERIOR f SETTING BLOCK A GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3/15" TEMPERED GLASS AIR SPACE 3/15° ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFLEXI A KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 5/8" GLASS BITE EXTERIOR INTERIOR EXTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8' NOM. 3/16° TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 97 oR 98 /11► 5/8" GLASS BITE INTERIOR A GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER ose • 3/7505 tram R"vnbnc A , NEW SHEET. ADD VANCEVA INTERLAYER GLAZING OE TAILS. RmadByy. F.K. Off: a Rmla6wti. Data: Checked Bp. ay. 12/23/04 L.T. 4/8/05 1070 TECHNOLOGY DRIVE NOKOAILS, Ft 34275 P.0. BOX 1529 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS ALUM. FRENCH DOOR & SIDELITES, IMPACT Se4a✓BOi" 0;;: bleC Q+m+vaea- Re. F0750 FULL 2 d 10 8000-11 A rmoN.ICr REVISED •• empl=•Yk W 1l1arY• i Lucas A. Raver, P.E. PE 958201 Machanical • • • • •••• • • • •••• ••. . • • • • •••• • •..• • • ••. • TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 . FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 A - 7/16" LAMI (3/16 "A,.090 PVB, 3/16 "HS) B - 7/16" LAMI (3/16 "HS,.090 PVB, 3/16 "HS) C - 7/16" LAMI (3/16 "A,.075 VANCEVA, 3 /16 "HS) D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, 3/16 "HS) E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3116 "A,.090 PVB, 3/16 "HS) F - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "HS,.090 PVB, 3/16 "HS) G - 7/8" LAMI I.G. (3/16'T, 1/4" AIR SPACE, 3116 "A,.075 VANCEVA, 3 /16 "HS) H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "HS,.075 VANCEVA, 3/16 "HS) . • • DOOR • • •19KJDTH N a cl DOOR HEIGHT • ECONFINfJ�ATION• 68_ 79 314" 7o - 83 314" 87 3/4" 91 3/4" 80_ 95 3/4" • • • SINGLE S •30 ; 37 A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SINGLE X s.343e• 37" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -1004) +100.0 -100.0 • • :B;JU+3LE MTV 4'..71 314" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 9 • •15WEILE XX' .71 3/4" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 ... N a o •• W LITE • •t IDTH SIDE LITE HEIGHT CONFISURATION: 68 - 79 314" 70 - 83 3/4" 87 3/4" 91 3/4" 8 - 95 3/4" F1 CI' 3A4U1B 0 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 - -80.0 +70.0 -80.0 +70.0 -80.0 FULL JAMB O 36 11/16" _ C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A,E NARROW JAMB 0 30 11/16" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB 0 33 11/16" A,E +70.0 -80.0 +70.0 -79.6 +70.0 -77.8 +70.0 -75.9 +70.0 -73.6 NARROW JAMB 0 36 11/16" A,E +70.0 -73.0 +69.5 -69.5 +67.3 -67.3 +65.2 -65.2 +62.7 -62.7 NARROW JAMB 0 36 11116" B,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB 0 27 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB 0 30 11/16" C,G +96.3 -96.3 +93.2 -93.2 +91.0 -91.0 +892 -89.2 , +86.8 -86.8 L NARROW JAMB 0 33 11/16" C,G " +82.6 -82.6 +79.6 -79.6 +77.8 -77.8 +75.9 -75.9 +73.6 -73.6 NARROW JAMB 0 36 11/16° C,G +73.0 -73.0 +69.5 -69.5 +67.3 -67.3 +652 -65.2 +62.7 -62.7 NARROYV JAMB 0 36 11/16" D,H +100.0 -100.0 +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Reran Sy: F.4L • 3/!5415 A NEW SHT. EXPAND TABLE 1 T0IMXUDEALL GLASS TYPES 8 CONFIGURATIONS y: bate ,ReWbm: ReNabre -0•»e el "me: Cttk,dey. O"e: F.X. 12/23/04 L.T. 4/8/05 j 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES emr ALUM. FRENCH DOOR & SIDE LITES, IMPACT semwad szb sneer: 0awg"e. F0750 NTS 3 a 10 8000 -11 A tarsUCT REVISED Iht Ail* Lucas A. 7errwr, P.E. PE 958201 Mechanical 95 3/4" MAX. HEIGHT ALL • 7313/16° MAX. WIDTH • • • • • • • • • • • • • • • • • • OX cXQ: • •• •• •• • • •37. • • • • • •▪ MA WIDTH • •a6° MAX. • • AL ALL X • • •� • UNITS • • ilCi '15 ••• •• • ••I••. • 79 1/8" MAX. DLO ALL X • • 110 518° MAX. WIDTH .E/\,, ,/ • • ,, , 0 _ . I • • ••• • • 1• •• O • • • • • • • • • • • • • • • • • • OX cXQ: • •• •• •• • • •37. • • • • • •▪ MA WIDTH • •a6° MAX. • • AL ALL X • • •� • UNITS • • ilCi '15 ••• •• • ••I••. • 79 1/8" MAX. DLO ALL X • • 110 518° MAX. WIDTH OXO XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING SEE SHEET 9 AND FOR ANCHOR SECTION DETALS SEE SHEET 10. 3. FOR VER1ICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. t 1 3611116" MAX. WIDTH 25" MAX DLO 145318 "MAX WIDTH 1 .E/\,, ,/ ,, , 0 _ L I 1 ... I F OXO XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING SEE SHEET 9 AND FOR ANCHOR SECTION DETALS SEE SHEET 10. 3. FOR VER1ICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. t 1 3611116" MAX. WIDTH 25" MAX DLO 145318 "MAX WIDTH 1 .E/\,, ,, , 0 _ \` . /i OXXO (SHOWING EACH VERSION SIDELITE) 3611116° MAX. WIDTH 33 3/16" MAX DLO 0 (FULL JAMB) 0 (NARROW JAMB) Ravel By: or 32&05 tree A UPDATE SHEETRSFERENCES. NOTES AND 3 Rowe R.v d By Da"e By pare: ` checked By F.K 1273104 L.T. Dab. 4/8105 1070 TECHNOLOGYORI/E NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sa ttd4 SCM' $M,I rr a+nrro. ne.. 8000 -11 A F0750 NTS 4 a 10 pKp it8D o � iY13 •11reM• IyoYAFx71,_ Luca; A Turner, P.E. PE #58201 Mechanical • •• • • •• • •• • •• • •• • • •• VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD • • • • • • • • •. • • • ••• • • •• • •• •••• . • • • •••• ▪ • • MAx.dLb' =•• • • •• • •• •• • • • • • • ••• • •••• •••• • • • • •••• •••• • t tc:hTdR •• • • • • • •• • • • •• • • • • • VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL land Sy F.1( 0414 Revisions: • 35'05 A INTERIOR VERTICAL SECTION B OUTSWING HEAD MAX. HEIGHT 4 OR 7) MAX. DLO EXTERIOR INTERIOR 1 7 I ICI .`, \f /� I II/F ■I MAX HEIGHT 0 0 p *r . _ VERTICAL SECTION D / :y Ai OUTSWING SILL t n PRODUCT REVISED as psplPisg aft Wt Mails aillag Oak Itspirstiaa tgldgir 9 •• NO CHANGE 7445 SHEET -pH* 11, Div 4 lain= er: Dote: F.K. 12/23704 43,4040 ex 041: L.1. 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 VERTICAL SECTIONS n44 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better F0750 112 5 a 10 5-5 8000 -11 Lem A Turner. P.E PE 958201 Mechanical -- OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE • • • • • •• • •• • • • • • • • DETAIL J SLAB AT GLASS BED •.DE„`P,AIL G„ST.ILES AT ASTRAGAL • • • • • SEE NOTE O • 0 i 0 0 DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3), 11' FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR maelgriellerib ITC DETAIL E DETAIL 1 JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE tea: F.K. Reese Sr. Palic 31151)5 Omk Renews: A 1d• ". NO CHANGE THIS SHEET Cede Revision. ammor FX. , . avamer- nm: 12/23/04 L.T. 4/8/05 1070 TECHNOLOGY OHNE NOKOMIS. FL 34275 P.0 80X 7529 NOKOMIS. FL 34274 3__'T Visibly Better Deamplar HORIZONTAL SECTION DETAILS rr ALUM. FRENCH DOOR & SIDELITES, IMPACT F0750 L112 6 e 10 � � 8000 -11 J A Laws A. Tiff r, P.E. PE 458201 Mechanical 1IiuhI NOTE: ASSEMBLY HARDWARE QTY (3), 11' FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR maelgriellerib ITC DETAIL E DETAIL 1 JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE tea: F.K. Reese Sr. Palic 31151)5 Omk Renews: A 1d• ". NO CHANGE THIS SHEET Cede Revision. ammor FX. , . avamer- nm: 12/23/04 L.T. 4/8/05 1070 TECHNOLOGY OHNE NOKOMIS. FL 34275 P.0 80X 7529 NOKOMIS. FL 34274 3__'T Visibly Better Deamplar HORIZONTAL SECTION DETAILS rr ALUM. FRENCH DOOR & SIDELITES, IMPACT F0750 L112 6 e 10 � � 8000 -11 J A Laws A. Tiff r, P.E. PE 458201 Mechanical • • • • FD750 DOOR(S) FD750 FULL JAMB SIDE LITE ITEM DWG# DESCRIPTION PGT# ITEM DWG# DESCRIPTION POT/4 FRAME KIT PARTS 2 8036 8003A FRAME - HEAD & HINGE JAMB 3 8014A 6 7 8 9 8008 8007 8009 OUT -SWING SILL. OUT -SWING SILL COVER DRIP CAP 68003 68004 68008 HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL) U83337T8500 SCREW COVER 68007 1 800E FRAME - HEAD, SILL & JAMB 68006 4 8008 DRIP CAI' 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 FRAME ASSEMBLY SCREW 08 X 1" PH QUAD 78IPQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 8032 INSTALL PLATE FRAME ASSEMBLY SCRE ASTRAGAL END SEAL 68009 8XI "PH QUAD 78IPQA 48032 DOOR PANEL 5 HEAD, SILL & JAMB WEATHERSTRIP (SCHLEOAL) 20 21 8012 STILE 8014 TOP RAIL 22 23 • •2$ • 25 64g 27 ••• •e• 801341 BOWM RAIL itP 4.‘ P ▪ • 8016 BOTTOM SWEEP • • • SWEEPECREWS, $14".X 12" PHIL PH. 8015 �A GAL, ACT4'E J1.INAtTIVE 8021 B GtAR 111NGE, JAISIrge• • U83337T8500 68012 68014 68013 68017 68016 •• ••10 ••• •424 31 • • ••• •40• • 3? •••i•3� • • • 35 •••••4 37 38 39 40 8020/4 GERI$HINGE. COVER. • • 80186 WHINGE, BA44•Hi.&TE 8019A AFWIING DOOtrSIQF, 8035•I�NGE, BE All • --- 'GEAR HINGE, SET -SCREW 16-32 x 1/4" - - -- GEAR HING E • • , MTG• S�REIY • #12x3/4 °TRUSS HD. ---71C vr.7n rynvc, may.. I_5.Cn racx � uc lnl. - -- R'HILI ADED RODS 16.171:136" - --- FLANGED HEX 14'U35/16 -18• 6039ir'" IM flLAMP 8043 S/S GEAR LATCH MECHANISM (ASHLAND) 8030 LOCK BLOCK 68015 68021B 68020A 68018 680I9A 68035 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16 -18 X 36" 6TRODA 36 FLANGED HEX NUT 5/16.18 799DNLTTA 37 8039 TRUSS CLAMP 60378M 60 88 X 3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 62 8029 SIDE LITE JAMB TRIM 68029 FD750 NARROW JAMB SIDE LITE I FRAME - HEAD & SILL 68006 4 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 FRAME ASSEMBLY SCREW 18 X 1" PH QUAD 781PQA 21 8014 TOPRAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16•(8X36" 6TRODA 6TRODA 7990NUTA 60378M 36 FLANGED HEX NUT 5/16 -18 799SNUTA 37 8039 TRUSS CLAMP 60378M 60 #8X3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 70 8010 FRAME. JAMB 68010 48030 —•— LATCH ASSY SCREWS 88 X 2° SS PHILL TR HD 78X2TPAX 41 42 43 8037 S/S SHOOT BOLT ROD (SULLIVAN) 8045 STANDARD FLUSH BOLTS W/ SS ROD ( SULLIVAN) 44 45 46 47 8031 SHOOT BOLT GUIDE - - -- -SHOOT BOLT GUIDE & STRIKE SCREW 8 -32 X 3/8' SS PHILL TR 1H) 8038R RIGHT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) 48031 78X38PFTX 80381. LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) —•-- -- STRIKE PLATE SCREWS 8-32 X 3/8" 5S PHILL TR HD 48 49 50 51 52 53 54 STRIKE PLATE MIDDLE SCREW 6-24 X 1/2" FH W5I 104351 W5110-44S1 78X38PFTX 7612FPTX 8036 STRIKE PLATE AT HEAD & SILL - —• - -•- HEAD STRIKE SCREWS SS 8 X 1/2 PHILL FH - STRIKE PLATE SCREWS (.SILL SS 8 X 12 PHILL UNDERCUT FH 7858ZA3 78X12PFHUX 8041 ACTIVE TRIM SET (ASHLAND) 8042 PASSIVETRIM SET (ASHLAND) 8444 STAINLESS S LEEL PASSIVE LOCK GEAR (ASHLAND) ASSEMBLY KIT 80 80338 FRENCH DOOR ASSEMBLY BEAM 6803311 81 - - -- 010-24 X 2 1/2' PH SCREW 82 --- -- 830-24 HEXNUT 83 - - -- 812 X 1 I2" TR HD TEK SCREW GLASS, BEADS & SILICONE 90 -- DOW CORNING 899, 983 OR 995 GLAZING SEALANT 91 -- 7/16' LAMINATED GLASS (3/16" ANN.,.090 PVB, 3/16" HS) 92 7/16" LAMINATED OLASS (3/16" HS, 090 PVB, 3/16" HS)_ 93 - - -- 7/16" LAMINATED GLASS (3/16" ANN.,.075 VANCEVA, 3/16" HS) 94 — 7/16" LAMINATED GLASS (3/16" HS.,.075 VANCEVA, 3/16" HS) 95 7/8" LAMI I.G. (3/16" T,1 /4" SPACE, 3/16' ANN.,.090 PVB, 3/16" HS) — 96 7/8' LAMI I.G. (3/16" T, 1/4' SPACE, 3/16' HS.,.090 PVB, 3/16` HS) 97 - - -- 7/8" LAMI I.G. (3/16" T, 1/4" SPACE, 3/16' ANN.,.075 VANCEVA, 3/16 "1-IS) 98 -- 7/8" LAMB I.G. (3/16" T, 1/4" SPACE, 3/16' HS.,.075 VANCEVA, 3/16' EIS) 105 8022 BACK BEAD 68022 106 8026A SL BACKBEAD 68026A 107 8023A 7/16" BEAD 68023A 108 8024A 7/8" IG BEAD 68024A 109 1224 VINYL BULB WSTP (THICK) 619247 PRODUCT RE:YISED • pbi•Rwill the MMlde • ((fie ,.:. ' .03 • 4,1 PTA 0 Ra &187 /WK Ra" d8y: Daro ▪ :2595 Dale Rea bn A00 ITEMS 93, 94, 97 AND 98 Ronda) Rer6ivn Draw 9y F.K. DeOa O,mled9y 12,1113104 L.T Oats- 4/8/05 1070 LEONNOLOGY DRIVE NOKOM IS, FL 34275 P.O. BOX 1529 NOKOMIIS. FL 34274 PARTS LIST — ALUM. FRENCH DOOR & SIDE UTES, IMPACT 'sew Visibly Better 3e°"io0S QeaYD'° 9., FD750 NA 7 d 10 8000 -11 A PE #58201 Mechanical -- 1 #8006 6063 -T6 1 FRAME, HEAD, JAMB AND SIDELITE SILL 1 2.000 • •• • •• • • •• • 2 #8003A 6063 -T6 2 OUT -SWING SILL 1.498 • 5.990 #8012 6o63 -m • :•.: • •STILE ••• • •• •• • • ••• ••.• T \,„`..1.2 #8004A 6063 -T5 OS SILL COVER 1.938 1.467 4.434 21 #8014 6063 -T5 TOP RAIL • T•.• •••• • • • • •••1.938 - • • • .. • r�l- -- • E • • 1100 •• • #8013 6063 -T6 BOTTOM RAIL • • • 8250 045 CO .442 .965 I-4 #8022 6063 -T5 BACKBEAD .965 10 )-.045 #8026A 6063-T5 SL BACKBEAD .750 F.1.818 r--- #8023A 6063 -T5 7/16" BEAD .437 .040 .045 .957 I--- #8024A 6063 -T5 1.G. BEAD t- � 1.635 -i II #8033B 6105 -T5 .100 1.000 80 FD ASS'Y BEAM .050 37 #8039 6063 -T6 .438 TRUSS CLAMP 2.622 - ---- -I I- 0#8008 6063 -T5 DRIP CAP 7 #8009 6063 -T5 INSTALL PLATE .075 L2.544 26 #8015 6063 -T6 ASTRAGAL 1 170 61 #8028 6063-T5 SL HEAD TRIM 2.313 -.11 .050 cp #8029 6063 -T5 62 SL JAMB TRIM 1.000 t 6 #8007 6063 -T6 SCREW COVER .050 797 2240 .050 _.1 I #8017 6063 -T5 #8016 6063 -T5 23 TOP SWEEP 24 BOTTOM SWEEP 075 �-- 2.260 -+�•I #8021B 6063 -T6 GEAR HINGE, JAMB .353 .a7x 28 #8020A 6063 -T6 GEAR HINGE, COVER .14� II1 1.763 --1 #8018 6063 -T5 HINGE, BACK -UP 3.636 1-�--- 2.438 70 #8010 6063 -T6 30 #8019A 6063 -T6 NARROW SL JAMB GEAR HINGE, DOOR .075 PRODUCT RTV1S4D e4p1 *YY110RI M• Asortiree • neewer 1340•: FA': 3•5•5 ar Nana Dale A NO Q44NGE THIS SHEET ReAstos: Rend By Oman 9Y F.K. Dale. • • t 12/23/04 Ne•. • a i L.T. eaar Dw: 418/05 170 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DestqAto EXTRUSION PROFILES rae ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0750 sale 0oee 101-.0.0a 112 8 d 10 8000 -11 Far A Lucas A. Tw ner, Y.E. PE 858201 Mechanical 11' SEE NOTE 5 [16"� #I 11° FRAME FRAME MIDSPAN C1 CD MIDSPAN • • 11' • • • • .:. •.M4" TAPCONS OR #•12 SCREWS • • •••• : (4II LE PRt.W .3 • • ••••• •••• •••• L 11' 6" -6 »I- �-- 3" 18 1/2" MAX. TYP. 63• �— " DETAIL S 1/4" TAPCONS (2 OR MORE PANELS) SEE NOTE5 III 181/2" MAX. �— TYP. FRAME MIDSPAN — 11" • •MIANM?f►DE G`01.4PfT'Y ANCHORAGE SPACING REQUIREMENTS: • 1. DETAIL A ABOVE REPRESieNTS ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH•lA{GI�S� DETAIL•S•aMt?C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FUPI. JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. • • • 2. DETAIMA •811016LE PANEL CONFIGURATIONS ANCHORED WITH 1/4' TAPCONS OR #12 SCREWS HEAD •6" MAI( FROM CORNERS. SILL6" MAX. FROM CORNERS. JAMBS11" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 1/2" MAX. SPACING THEREAFTER. 3. DETAIL B - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 1/4" TAPCONS HEAD 6" MAX. FROM OUTSIDE CORNERS, AND AT 3' AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. SILL 6" MAX. FROM OUTSIDE CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS11" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 1/2" MAX. SPACING THEREAFTER. 4. DETAIL C - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH #12 SCREWS HEAD 6" MAX. FROM OUTSIDE CORNERS, AND AT 3 ", 6" AND 9" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. SILL 6" MAX. FROM OUTSIDE CORNERS, AND AT 3 ", 6" AND 9" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS11" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 181/2' MAX SPACING THEREAFTER. 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FOR THESE INSTALLATIONS SEE DETAIL A OR B ABOVE. ENCIRCLED ANCHORS IN DETAIL A ARE REQUIRED FOR NARROW JAMB SIDELITES, BUT OTHERWISE MAY BE OMITTED. ENCIRCLED ANCHORS IN DETAIL B ARE REQUIRED IN THE HEAD AT THE ASTRAGAL LOCATION OF XX PANELS, BUT OTHERWISE MAY BE OMITTED. ALL PANELS MAY BE INSTALLED WITH EITHER #12 SCREWS OR 1/4' TAPCONS. • • 9" 6" 3' 111 111 1I 1 16,I 6. 9" DETAIL C #12 SCREWS (2 OR MORE PANELS) p*OauC'1 8EVI8 D Le104•••=eultb nada N. tee,. FC .4 NO C140NGE THIS SHEET Rersaer: Dare: Revbbns. ream Br area: cheered e{ sere: F.K. 12123/04 L.T. 416!5 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Oveartpnrm ANCHORAGE SPACING TVs. ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better s"""°.` F0750 NTS s,T,vef: me»-- 9 a 10 8000 -11 l Rev^ A v� 5'4';- / 9 I.::as A Turner. P.E. PE 358201 Mechanical CONCRETE—!- 1 1 /4 °11 MIN. II 1/4°A MAX. SHIM 1/4" TAPCON (NOTE 1) CONCRETE 1x WOOD (NOTE 3) 1/4" 4. • MAX. ••••SNSIM • • • • • • • •- • 1 1/4" MIN. •••• -1 •• • • 1/4' TAPCON (NOTE 1] • • • •WOOD • (NOTE 2) • •• • • -_ __ • • • 1/4" MAX GROUT, SEE NOTE 5 1 1/2" MIN. #12 SCREW TYPICAL DOOR AND SIDE LITE HEAD 1/4" MAX. SHIM 2x WOOD (NOTE 2) 1 1/2" MIN. #12 SCREW CONCRETE OR CONCRETE BLOCK 1x WOOD . (NOTE 3) 1/4" MAX. SHIM - 1-+-- 1/4" MAX SHIM 1 1/4" MIN. CONCRETE —�= 1/4" MAX SHIM • -"1 t'�--' TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE LITE SILL 1/4" MAX SEE NOTE 5 GROUT, 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) IJEXTERIOR INTERIOR j (ALL HEAD & SILL SECTIONS) 1/4" TAPCON (NOTE 1) 1 114"MIN. 1/4° MAX. SHIM -] NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2° THK. OR MORE TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2' THK. TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND 6. ANCHQRAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 9 MAY BE USED. 5. IF SILL IS TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. -- CONCRETE #12 SCREW 1 1/2° MIN. TYPICAL DOOR SILL 2x WOOD (NOTE 2) 1/4° TAPCON (NOTE 1) INTERIOR (ALL JAMB SECTIONS) EXTERIOR U7A MOM' i1BVI98D seemliblivIIMM i kT l f Aire Ram By F:K. Rend BY ion: 3125ro5 a UPDATE SHEET REFERENCE NOTE 4 AND aopexrrERrotr<naterroRDIAGRAMS Revision: Revs BY Daley weasr FTC Claw Modal By Gaps: 12/23/04 L.T 4/8/05 1070 TEG7INOLO3Y DRIVE NOKOMIS, F7.34275 PO. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sorks,Modsk Scaly . Sher Bosses Na Rec FD750 1/4 10 - 10 8000 -11 A Lucas A. Turner. PE. PE #582C1 Mech9B:3S " ‘1) MIAM1 -DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • ••• • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •.• • • • • •• • • • • • • • ••• ••• • • • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• •• • • • •• • • • • • • NOTICE OF ACCEPTANCE (NOA) .• •. • • • • ••• •• • ••• • • • • • • •• • • • • • • MI' MI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING vg VES•T•FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 •' 005)375-2901 FAX (305) 375-2908 • PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 Buildin g Code. DESCRIPTION: Series SWD -101 OutswingAluminum French Door - Impact V/ APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, )0C", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration 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 "; Lnless 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 revises NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 37.500 7 i /2" -- • • • • • • • • • • • • • • • 111a.0000 7 1/2' 5 1/2" • •• -r 13.5- • • • • • 95.75TT • MAX. • • • 13.5" TYP. MAX. 5 1/2' 13 "-j MAX. ON CENTER TYP. HEAD & SILL. SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2' 71.750 95.750 2 POINT LOCK -2(67, OPTION LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401 /.464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) COM7GURATIONS: X, XX .+- 7 1/2' .3.) DES,CN PRESSURE RATING: 3o) 464 LAM.: +75 P.S.F. -75 P.S.F. —Jj 3b) 401 LAM.: +60 P.SF. -60 P.S.F. .., 4.) ANCHORS: 5 1/2" MAX. 7 1/2' FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) 7 MAX. SPACING AT HEAD & SILL: 73.000 MAX. SPACING AT JAMB: 13.500 13.5' 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FR -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET J OF 4 13.5 - 7W. MAX. 5 1/2' 7 1/2" —LE— I 7 1/2" 13 "d MAX. ON CENTER TYP. HEAD & SILL SEALANT ON FRAME CORNERS & PANEL CORNERS PRUOUCT REVISED aacoo�mpplyi with the Florida � Code Acceptant No 02-0'901.;Z Da as Mk Dads Product c DIMON PRODUCT RENEWED ACCEPIANCF. Ho. C' I"' 6 Li 1"'1.04 I XP1RATIO.`1 llAlT. tiO4-'It1 t 221 ?CO tl fly 51,,5 \._l.:4;._1.. MUM ACT (XNirlS/L IR VIS WN IIUrtDIMti CODC COMP ONCEOFFICE Revisions: D) added 2pt. lock info Toinronctvi Uninv NntM- lmeGair t !/■ 0,,d Nand .000 Anodar t 7' 1070 Technology Dr. Nokomis, Ft. 34275 Robert L. Clark, EE. P.E. #39712 Structural Description: French Door — X, XX VENDOR NO INDUSTRIES .250 -- MAX. SHIM SPACE TYP. BOTH PANELS 0 r\ © ACTIVE PANEL. illM3IMI 34.625 ROUGH OPENING SEE SHEET 3 FOR ANCHORS 71.750 EXTERIOR 25" • • • DAYLIGHT • • • • • • RaDaf r • OPENING • •••• OPENING 3.000 - �{ • f • • • • • • • • •••• • • • • •••• • • ▪ • •••• • •••• 1.27.7 ••• • •• • ••$• • •••• • • •• • . • • s •• • • t •••• • 4.00x• • •• • •• • • 95.750 • • 93.625 1.750 MAX. SHIM r .250 SPACE } 1.479 84 3/4" DAYLIGHT OPENING t VERTICAL SECTION INTERIOR 1.489 r .250 } 1 MAX. SHIM SPACE ROUGH OPENING INACTIVE PANEL. .250 MAX. SHIM SPACE HORIZONTAL SECTION Ro rt Clark, P.E. P.E.#39712 Structural INTERIOR ROUGH OPENING 1.480 PRODUCT REVISED as eg•Pirlst with the Flom. Seddlegfeele AaapnKe Ns D 2 -0 ibl.12 EIRIDERs Date tt 24/04 M1a Dade Product Castro* DMMso PRODUCT RENEWED AccEPrANCEN.. ��_ D41—I• dCl EXPIRATION DAR. NwENCEP 22.I2Ow moot er iptmfM:tr vistoN otstu INO 0314. 9O611114KE )W10E RavisMns: CO added 2 pt. lock info Ia.mnee. rift/rt. N41«1• Faxed s 1/54 Decked .oR Decked .DOD /mead .f 1' Seriea/Model. 5WD -10 ; 1070 Technology Or. Nokomis, Fl. 34275 INDUSTRIES Material: Rered Dy: Date: D.B. 11 /17 /Do Chkd ttj: Dote: Description: French Door — Elevations Drawn By. D.B. Dsta2�16/98 PGT NO VENDOR ND: Scale: Sheet: • 2 of 4 Drawing No. 971 Re, D • 1/8 ANN. 3/16 ANN. -ou a JfJ mm .3/16 3/16 ANAL —..-1 3/16 ANN. — • • • • • • • • • • • • •• 250 MAX. SHIM . 3.000 L SPACE 1.489 L .250 WAX. SHIM 1000 _I SPACE 1.489 .401' LAM. W /MONSANTO SAFL£X PY8 1NTERIAYE8 464' LAM. W /MONSANTO SAFLEX PVB IHTERLAYER OR .401' LAM. W /OUPONT BUTALITE INT£RLAYEB OR .464' LAM. W /OUPONT BUTALITE INTERLAYEB SEE NOTE 4 ON SHEET f SEE NOTE 4 ON SHEET 1 DESIGN PRESSURE RATING: *60 00 DESIGN PRESSURE RATING: 175 ozf, Ir ;41 3 POINT L CK_4SSY, 2 POINT LOCK ASSY, il- PRODUCT REVVED in complying with the Florid. Bnmit• Cad, Ae 2-0:07•12 Eap4pIntIo rtloa Datat e %17�D/4 Mh Ptadaat Control Bh6ha PRODUCT RENEWED ACcerptiCY.Nu a1- o41"1•01-4 3 '1RA•QV 7)Ar7. Nova 46►R 2217DDb DY i st, <g . ` ,�a.. 1vo4 �rtcx YTSIOI4 wltvnC cYx>Eoow Etirrlct Reviaione: 0) added 2 pt. lock info Telemmeee L Mc» Ne1M: Tme&nr 4 1/64 twiner .00 A Beebe" .0170 t 44•444: 4 7' Sedee ime.t: SWD -101 1070 Technology Dr. Nokomis, FI. .34275 INDUSTRIES Ir� Revad B Dote: �`.°J 0.8. 11/77/00 Robert L. Clark, Priam ay P.E.#39717 D.B. uC{u14 Chkd By: Oats: Get 2/16/98 DeacdpObn: French Door — E ploded /Glazing POT N0: VENDOR N0: Scde: Sheet: Drawing No. 3M4 971 • • 1/4 • ®•• PIP. HEAI •••• • • • • • •••• • • •••• • • •• • • • ••••412 PANNFM•• • • • • • • • • • • • -ir •• TYP. JAMB • • • • • •• •• • • a_RigP�• "ii" • •••• . • .:• •• • • • • • 112 f TYP. HEAD —1 ism MAL 1i4�•; I i 11� ® TYP. JAMB ITEM DESCRIPTION 1 DOOR HEAD /SILL 2 DCOR JAMB (HINGED). 3 OZJOR ASTRAGAL 4 .250 x .187 FINSEAL STRIP 5 OCOR W —STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 pJZINC BEAD (ROLL FORM) 9 OL'TSW!NG THRESHOLD 10 5116x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10x3/4 SCR. FLT. H0. PHIL 18 HINGE ASSY. 19 10x.625 FLT. HD. PHIL 20 10x1 2 FLT. HD. PHIL. 21 TCP 80TT. SLIDE BOLT LOCK 22 6x1 2 FLT. HD. PHIL. 23 8x1 1/2 SCR. PN HD. QUAD. 24 SEW SEALER 25 LOCK SUPPORT ASSY. 26 6x3/4 FLT. HD. PHIL. 27 .200 x .190 QLON 28 ..375 x .190 QLON 29 3 POINT LOCK ASSY. 30 _ LOCK (ACTIVE) 13 V.T. 1 QTY. /DESCRIPTION 60375 60376 60377 67924G 8 (2 /each door top & bat. roil VENDOR ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. 60379 60380 60411 ALUMAX ALUMAX ALUMAX 65170 61069M 6TROOA 603781.4 7WASHA 7JNUTA FLORIDA SCREEN ALUMAX 4 (1 /door top & bot. rail) 8 jj(2 /eo. door top & bot. rail 8 2 /eo. door top & bot. rail 8 2 /eo. door top & bot. roil 41722W 7955X 41721 71034A 7FRMOW 71058FP 710X12PPW 41720 7612FW 781124 6SM55W 4UBLOK 7634F 6 (3 frame Tombs) 26 6 /hinge — hinge —door iamb 30 5 /hinge &hinge —frame iamb 2 1 ® top /bot. of 1.11 . ostragal. 4 2 /slide bolt locks) 12 6 /head & sill) 3 FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL POT INDUSTRIES CAMCORP POT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER VENDOR 1 AF -10375 AF -10376 AF -10377 FS7924— 187 AF -10379 AF -10380 AF -12376 AF -12375 AF -10378 41722W 41721 31 LCCK (DUMMY) 32 DEAD —BOLT LOCK 33 491 LAM. W /MONSANTO .34 SILICONE 35 112 Ph. Pn. SMS 36 174' TAPCON 37 .401 LAM. W /DUPONT .38 .454 LAM. W /DUPONT 39 .4.54 LAM. W /MONSANTO 40 2 POINT LOCK ASSY. 41 58 x .75 Ph. Fl. Tek y�x/4°I Robert L. Clark, P.E. P.E.#39712 Structural 60200K 60300W FD3PTAY 7LOKAP 7LiK1' 1/lock) 6 2 /lock support ossv.) 5 1 /ostrogals.fr. iambs & head) 4 1 /as roaals & frame iambs) 1 ® r.h. astragal)) 1 0 r.h. astragal 1 ® r. as moat 7BLTIP 1 0 r.h. astragal 62899C PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOC NA7?LUC HARLOC H P.G DOW CORNING 41720 SM5504 4UBLOK Q200X190 Q375x190 F03PTAY 100 880 820 899 1 (0 r.h. ostragal) 7834FPT H.P.C. H.P.G. N.P.G. PGT INDUSTRIES SPENCER PRODUCTS PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 02- 0/01.12 Expinetloe Deft 0.4_22.4gfe 2 Dote BF�s2t Pendaet Caere Medan P.;UJUCT REN 'idl.D ncrT.irrwvG.N..at -a 41�.oy Cxa1RI noNl1ATT. Neveri 5E4, 2Zi 2000 }Willi& ill Revisions 0) added 2 pt. lock info J Imanaee L74 0 Noted: Fax6aar : 7/64 naiad .02 necind .0X s Angular A 7. Sew /Nadal: SWD -101 1070 Technology Dr. Nokomis, FI. 34275 INDUSTRIES Natsrlak Roved Br: Dote: D.8. 1 1/17/00 Dean e,: D.B. Cekd er Dote: °°1e2/16/98 Description: French Door - Anchorage /B.0.M. PGT NO: VENDOR NO: scow Sheet: Drcvi,A No. 4o14 971 R MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 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 (AHD. 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 ART (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 1800 Outswing Alunnnum French Door w /Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01 -64, titled "Series 1800 Alum French Door w /Sidelites ", sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 9/17/01 with revision B dated 11/20/02, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Rath 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 revises NOA # 01- 1016.03 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. L2/i NOA No 03-0805.07 Expiration Date: January 03, 2007 k Approval Date: November 27, 2003 Page 1 Yale'Ogran Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No,W01 -64, titled "Series 1800 Alum French Door w /Sidelites ", sheets 1 through 5 of 5dated 9/17/01 with revision B dated 11/20/02, prepared by Al Farooq, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum french door w/3 -point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3389, dated 6/25/02, signed and sealed by James Worth, P.E. Submitted under NOA# 01- 1016.03 2. Test reports on 1) Aix 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 and TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum french door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. C. CALCULATIONS Submitted under NOA# 01- 1016.03 1. Anchor Calculations and tested per ASTM E -1300, prepared by Al- Farooq Corporation, dated 8/28/01, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Complies with ASTM E -1300. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS" dated 1/02/03, expiring on 12/16/07. 2. Notice of Acceptance No. 00- 0524.06 issued to Nebula Glass International Inc. for their "Glasslam Safety -Plus Laminated Glass" dated 09/21/00, expiring on 09/09/03. 3. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for theme ex /Keepsafe Maximum" dated 05/17/01, exp' • . sn 0 /21/06. E -1 uel Pere . 1 Product Control er NOA No 03- 0805.07 Expiration Date: January 03, 2007 Approval Date: November 27, 2003 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, dated 4/7/03, signed by Humayoun Farooq, P.E. (Notarized) 2. Statement letter of conformance, dated 4/7/03, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FT -3389, issued by Fenestration Testing Laboratory, Inc., dated 7/25/02, signed and sealed by James G. Worth, P.E. G. 0'1 HER 1. Notice of Acceptance No. 01- 1016.03, issued to Yale Ogron Manufacturing Co., Inc., Series 1800 Aluminum French Door w /Sidelites, approved on 1/3/02 and expiring on 1/03/07. E -2 Manu Perez, jai Product Control Do NOA No O - I : r .07 Expiration Date: January 03, 2007 Approval Date: November 27, 2003 0 3/4" MAX. 1YP. HEAD /SIT. CORNERS 144' MAX. 12' MAX Tn. ATT HEAD /SILL 23 7/8" MAX. I D.L 070. 34' MAY FRAME YAM A / / / 3 1 , AIIN. a I I 1( 0EM0RFPIED GLASS .080 MRE:RAYER FILM SAFLEX /XEEPSAFE MNmNM ONTER' ' STREN'0 GLAS$ LFAF8014 #10 X 3/4' PH SIAS AT 8" FROM ENDS TYPICAL 1/2° O.C. 5/18" OVERALL LAM. GLASS LAMINATED BY 'ARCH ALUMINUM' v 23 7/8' MAX D.. GPO. 34' MAX LEAF WIDTH TYPI A F1 FMA IQN ( ono ) TESTED UNIT 1/8" HEAT SIRFN'D (RASE 070 INT881.45 F0W S R AEDIAS 1/8' HEAT MOOD MASS 5/18" OVERALL LAM. GLASS LAMINATED BY 'SECURITY IMPACT GLASS' GLAZING OPTIONR LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOT REQUIRED I I I 1 \ M08MUM DESIGN LOAD RATING e + 85.0 PSF (FOR SIDS SHOWN OR =AUER) - 65.0 PSF APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. THE SIDELITES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED LITES OF SINGLE (0) UNITS. DOORS /SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT IS 0085900 TO COMPLY WRH THE HIGH VELDCDY HURRICANE ZONE OF THE 2a1 FLORIDA BU0DING CODE ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7-93, ASCE 7 -95 OR ASCE 7-98 AS REQUIRED BY PREVA.190 BUILDING CODE. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTD, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOLTONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 1/2° OVERALL LAM. GLASS GLAZING ADAPTER amoNrBP LAMINATED BY 'UNITED GLASS LANJNAONO' Inn Ce.m.TuResIONAVOLIN FA0080 RA, PE yam' PRODU0r9Ev6ED ova .880* /LL / i; 4, Cowing no. W01 -64 (Sheol 1 of 5 • TYPIPAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FINN SPACING 881141.85000018145 (STEEL OR ALUM. 1 /NY MW. THICK) STEEL : FY 138 KS MIN. ALUM0IW : 8083 -15 INV. WOOD BUCK -MOO BUCK 1P10 X 3/4° PH SY8 AT 4-3/e TROY ENDS MD 14• o.c. MAX. TYPICAL ANGIORS SEE ay. FOR 3AC010 ISASONNY 0R 4 s SILICONE 0 p° . C�NGieIE�' TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2 HEX STEEL TIP 0FiRE8HOLD BOLT WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING STa1t51 AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS; SEE ELEV. FOR swim 1/0? OIA. YAPCONR INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/4° MIN. TOTAL EMBED. (W00D+SUBSTRATE) THRU 18Y W000 SUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY 1/4" TEKS OR ali DRMiNO 8081498 INTO METAL STRUCTURES (1 /8' MIN. THICKNESS) (1/4" MAX. SHIM SPACE) .11.1.4..ma_se_SELEJleau.thaMMI INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) J®i FRAME AND LEAF CORNERS, WALLOON SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7-1/2. LONG WTH 5/16. STAINLESS STEEL ROD AT EACH LEAF LAIS STILE ONE SOH AT 10 -5/8' FROM TOP & BOTTOM AND ONE AT MIDSPAN JACKS; GPRON Ot STANDARD STEEL DEAD 80LT LOCK BY KWIKSEf/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE. 41 -3/4" FROM BOTTOM CONVENTIONAL LOCKSET WRH KNOB BY HARLOCK/WESLOCK INTERIOR KEY ERATED ON AT EACH ACTIVE LEAF LOCKRSTILE, 34 -7/8° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & 8014064 OF EACH LEAF LOCK SOLE. (MUSH BOLTS AT TOP & 80TTOM OF ACTIVE AND INACTIVE LEAFS TO BE EHOME0 DURING PERIODS OF HURRCMIH WARNING) OED4t l2 3 POINT LOCK 5,041464 BY 'O-0 HARDWARE INC.' WTH METALLIC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 35 -1/2• FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTE100R MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF IN -ACTIVE LEAF LOCK SOLE •, OR NNAM01R 0808 PIA PE 4180 50.78 sheet 2of 5 J TRPICAL ANCHORS SEE ELEV. FOR SPACING PO K 3/4' PH SUS AT 4-3' FROM ENDS AND 14 OA. MAX. WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE �y °O yy F eWj ___ r —�I_ WOOD y SICK TYPICAL O O 810 X 3/4' PH SINS F AT 4-3/4' FROM ENOS 0 O O G y AND 14. O.C. MAX AX 0 0 __ li NMI L�LLL_ 1/4• max 0.1. O GPO. t `� cA �T LEA YADfH ® OT 0 m DOOR WIDTH �j N I 0 pI� gq V N g g 1 } �� FRAME WIDTH WIDTH FRAME SIQ9 TYP TYPICAL SEE ELEV. ANCHORS FOR SPACING 1/4• SHIM EXTERIOR .... —.. ACTIVE I d .. NAME LEAF I O �""c ' '• '� �� O H r � _per I _ I •• v 3 POOR ; LOCK MU IIII • J . 3 POINT' LOCK ON ACTIVE LEAF OPTION 111- T _ �� Imo.: •A ♦ ... 1/4' MAX. :IIIIII 1/4• SHIM 9514 . E[][�"" UNION .. - - - -, to I I �� TYPICAL ANCHORS SEE ELEV. FOR SPACING �... • 11 1YPICAL ANCHORS SEE ELEY. FOR SPADING I .t F OO77RAAwppIEEW S Ww��NryAR000 MUSLIM CAN.3838 sue-. PHDIPUCTREVISED se Ite ma APR 8 2003 W01 -64 (sheet 3 o y ) • QQ DOOR FRAME HEAD @ PRESSURE PLATE 1294 47 k L494-. SNAP CAP ® TOP /BOTTOM RAIL 1.718 4 12 GLAZING CHANNEL EXT. GLAZING LEG INT. GLAZING LEG _7 .673 1.087 270 0178 4280 0 HINGE STILE 0 SIDE LITE JAMB alas ® DOOR FRAME JAMB ITEM # PAR1' # MOD. DESCRIPTION MATERIAL M6NP. /80PP12133/RBNARBS 1 YE -8328 1 DOOR FRAME HEAD 8083 -T5 - 2 YE-808 AS REOD. MERE FRAME 6083 -15 - 3 YE -810 1 THRESHOLD 8083_75 - 4 YE -538 AS READ. 012831E - M1ELM 8082 -75 - 5 YE -811 AS READ. FRAME JAMB 8083_18 - 8 1E -801 2/ LEAF DOOR LEAF SILL & HEAD 8083 -75 - 7 YE -503 1 DOOR LEAF JAMB - 410001 ODE 8083 -75 — a YE -802 1 DOOR LEAF - LODI( SIDE 8083 -75 - 8A YE -837 1 DOOR LEAF - WOK SIDE (3 POINT LOCK) 8083 -15 - 8 YE- 831 2/ LEAF SNAP CAP FOR DOOR LEAF 8 SILL 8083 -T8 - 10 YE-818 AS RE00. COYER PLATE 8083 -75 - 12 YE -8248 4/ LEAF CRAZING Gamma - - 13 YE -838 AS REM. EXTERIOR CAA2188 LEO 5383 -75 - 14 YE-833 AS RECTA INTERIOR OL.A2400 LEO 5083 -78 - 18 - - - - - 18 YE -802 AS READ. YgOL RN WEATHERSTRIPPING (.187 X .280) - ULTRAFAB 17 YN -522 AS RECD. 801.8 WEA1H0RSTRIPPNKI (.188 X .280) - TEAM PIA$DC 18 - - - - - 1S YH -815 1 LOCK SET BY HURIDC OR WESTLOCK - - 20 YH -810 AS RE2D. FLUSH BOLT BY DELTA RIND. ENO D0CA0T 21 - 3/ LEAR BUTT 8ROE8. AT 10 -8/8' FROM ENDS Y MIDSPAN ALU4*0* M WITH SS Pal 22 YE -803 4/ LEAF PRESSURE PULE -11E R00 8083 -75 2 -1/2' LONG 23 YH -830 2/ LEAF 3/8' M THREADED ROD MEL 24 - 1/ LOCK St. RENFORCMD TUBE. FULL LEN/3714 OF PANEL ALUMINUM 1 -1/2' X 3'. X 1/8' ® LOCK STILE (FOR 3 POINT LOCK OPTION) Dip D8 HUMAYOUN FAR000 MIXTURES FLA. PE 11_78057 _ PRODUCTREVLOSD ldm2P9*9 wHn(to FMtYe Boldio Cod. Date LL U �o 8 H 9 i g � drawing no. W01 -64 Met 4Of 5 A-2- 1) M ! A M FDADE O Cr) Cr BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 1VIiami -Dade County Product Control Division (In Miami Dade County) and/or the AM (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 1800 Outswing Aluminum French Door: Impact' APPROVAL DOCUMENT: Drawing No.W01 -64, titled "Series-1800 Alum French Door w /Sidelites ", sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 9/17/01 with revision B dated 11/20/02, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact j*/ 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 revises NOA # 01- 1016.03 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03- 0805.07" Expiration Date: -January 03, 2007 Approval Date: November 27, 2003 Page 1 Yale'Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W01 -64, titled "Series 1800 Alum French Door w /Sidelites ", sheets 1 through 5 of 5dated 9/17/01 with revision B dated 11/20/02, prepared by Al. Farooq, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum french door w/3 -point lock, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3389., dated 6/25/02, signed and sealed by James Worth, P.E. Submitted under NOA# 01- 1016.03 2. 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 and TAS 202 -94 along with marked -up drawings and installatitiii dia$m of a aluminum french door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. C. CALCULATIONS Submitted under NOA# 01- 1016.03 1. Anchor Calculations and tested per ASTM E -1300, prepared by Al- Farooq Corporation, dated 8/28/01, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Complies with ASTM &1300. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holdings L.L.C. for "SAF GLAS" dated 1/02/03, expiring on 12/16/07. 2. Notice of Acceptance No. 00- 0524.06 issued to Nebula Glass International Inc. for their "Glasslam Safety -Plus Laminated Glass" dated 09/21/00, expiring on 09/09/03. 3. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for the' " ex /Keepsafe Maximum" dated 05/17/01, expiri • .n 0 /21/06. ' net Pe 4.1 Product Control ' er NOA No 03- 0805.07 Expiration Date: January 03, 2007 Approval Date: November 27, 2003 E -1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, dated 4/7/03, signed by Humayoun Farooq, P.E. (Notarized) 2. Statement letter of conformance, dated 4/7/03, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FT -3389, issued by Fenestration Testing Laboratory, Inc., dated 7/25/02, signed and sealed by James G. Worth, P.E. OTHER 1. Notice of Acceptance No. 01- 1016.03, issued to Yale Ogron Manufacturing Co., Inc., Series 1800 Aluminum French Door w /Sidelites, approved on 1/3/02 and expiring on 1/03/07. E -2 Mann Perez, Product Control NOA No 03-0 :1'.07 Expiration Date: January 03, 2007 Approval Date: November 27, 2003 8 3/4' NU, TYP. HEAD /SILL CORNERS 12' MA% TIP AT HEAD /SIU. 23 7/8• MAX ELL. OPO. 34' MAX 1/S' ANNE. m GLASS (EXTERIOR) .080 INTERLAYER RLM SAFLES /KEEPSAFE MAXIMUM 1/8' HEAT STRENTI GLASS (INTERIOR) LEAF WIDTH 23 7/8' MAX ELL. OPO. 34' MAX LEAF WIDTH TYPICAL FT FVATTON ( WO(O ) TESTED UNIT 1/8' HEAT SIREN'S GLASS .070 INTERL'YER FILM SAFIAAS 1/e' HEAT STREWS GLASS $10 X 3/4' PH SIM AT 8' FROM ENDS AND 12 --1/2' O.C. TYPICAL 5/16' OVERALL LAM. GLASS LAMINATED SY 'ARCH ALUMINUM' 5/16' OVERALL LAM. GLASS 'SECUR IMPACTBYGLASS' 3/18' HEAT SIRENS GLASS .130 INIERAYER FILM GIASSLAM 3/18' HEAT SIREN'S GLASS GLAZIN OP__= C 'ION LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOT REQUIRED O O S MAXIMUM DESIGN LOAD RATING ® + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (100 LEAF DOORS WITH OR WITHOUT' SEMITES. THE SIDELRES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED LIES OF SINGLE (0) UNITS. DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS, NS PRODUCT IS DEIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIN Run INNS CODE ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7—MS OR ASCE 7-95 AS REQUIRED BY PREVAILING BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SWILL. BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 1/2' OVERALL LAM. GLASS GLAZING ADAPTER OPTIONILP LAMINATED BY 'UNITED GLASS LAMINATING' Enpn OR. HultAVOUN MEWS SIRUCTURES RA PE 1057 CAT13878 g 8 $ (81661101 5 y O g — -- _ _r.___ A4 ____4___= 1L_— i O 1 1. I) a o / \ L- L II / ( L_/ _T_ li /i 5 1 MIN. I -♦# - -- —II- -- \ 0Ii\ \ 11 / `\ C) 0 \ 11 II \ it \_li__ \i__ II\ Vii, \ \Y. H / ==_1-7— 1 , Y/ _/I /; // I 11 II Ai.__ __ ^, =___ _ =__ II 11 / V , 23 7/8• MAX ELL. OPO. 34' MAX 1/S' ANNE. m GLASS (EXTERIOR) .080 INTERLAYER RLM SAFLES /KEEPSAFE MAXIMUM 1/8' HEAT STRENTI GLASS (INTERIOR) LEAF WIDTH 23 7/8' MAX ELL. OPO. 34' MAX LEAF WIDTH TYPICAL FT FVATTON ( WO(O ) TESTED UNIT 1/8' HEAT SIREN'S GLASS .070 INTERL'YER FILM SAFIAAS 1/e' HEAT STREWS GLASS $10 X 3/4' PH SIM AT 8' FROM ENDS AND 12 --1/2' O.C. TYPICAL 5/16' OVERALL LAM. GLASS LAMINATED SY 'ARCH ALUMINUM' 5/16' OVERALL LAM. GLASS 'SECUR IMPACTBYGLASS' 3/18' HEAT SIRENS GLASS .130 INIERAYER FILM GIASSLAM 3/18' HEAT SIREN'S GLASS GLAZIN OP__= C 'ION LARGE MISSILE IMPACT RESISTANT DOORS, SHUTTERS NOT REQUIRED O O S MAXIMUM DESIGN LOAD RATING ® + 65.0 PSF (FOR SIZES SHOWN OR SMALLER) — 65.0 PSF APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (100 LEAF DOORS WITH OR WITHOUT' SEMITES. THE SIDELRES CAN BE ONE OR BOTH SIDES OF DOORS. ALSO FIXED LIES OF SINGLE (0) UNITS. DOORS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS, NS PRODUCT IS DEIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIN Run INNS CODE ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7—MS OR ASCE 7-95 AS REQUIRED BY PREVAILING BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SWILL. BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 1/2' OVERALL LAM. GLASS GLAZING ADAPTER OPTIONILP LAMINATED BY 'UNITED GLASS LAMINATING' Enpn OR. HultAVOUN MEWS SIRUCTURES RA PE 1057 CAT13878 g 8 $ (81661101 5 TYPICAL ANCHORS SEE am,. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL AMMONS SEE ELEV. FOR SPACING MEDAL STRUCTURES (STEEL OR ALUM. 1/8' MIN THICK) SIEFLL : % A. 38 KS MN. ALUMINUM : 8083 -T3 ION. WOOD BUCK #15 K 3/4" PH SMS AT 4-3/4' FROM ENDS AND 14° O.C. MAX. SILICONE TYPICAL SEE ELEV. . FOR FOR SPACING SILICONE YF O e I, • ATGREIE I I/2' HEX SIEEEL T0+ WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; we SEA. FOR SPACING 1/4 ON. TAPmMR INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/4° MIN. TOTAL EMBED. (WOOD+SUDSTRATE) THRU THY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4° MIN. EMBED INTO MASONRY li_c_Tos_n_slaf_isuggamma INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (1/4* MAX. SHIM SPACE) A14 SMS OR SELF INNWNO ORIDA INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. HINGES; EXTRUDED ALUMINUM BUTT HINGE 1/8' THICK AND 7 -1/2° LONG W M 8/18° STAINLESS STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10 -5/8' FROM TOP & BOTTOM AND ONE AT MIDSPAN LOCKS; OPl E Si STANDARD STEEL DEAD BOLT LOCK BY KWIKSET/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK SOLE 41 -3/4° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB BY HARLOCK/WESLOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 34 -7/S° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP at BOTTOM OP ACTIVE AND NAME LEAFS TO RE ENGAGED DURING PERIODS OF HURRICANE WARNING) GPTDN 3 POINT LOCK b tM BY '0-U HARDWARE INC.' WITH MEFAWC SURFACE MOUNT HANDLE AT ACTIVE LEAF LOCK STILE, 33 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & SOTTO OF IN -ACTIVE LEAF LOCK STILE. 19, ea. IONANDLIN FARlbQ SIBUCTUNEs PA PE TN TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING THRESHOLD BOLT- ItaktkliCods 1aq6nmNo'iT.ic ig g no. W01 -64 (BIrepL 2oF 8 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING #105 3 a' PN SMS AT 4-3'4 FROM ENDS WOOD BUCKS NOT BY YALE CORM, MUST SUSTAIN LOADS IMPOSED BY GLAZINO SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r p V •- r WOOD AND 14 MAN SLICK TYPICAL X 3 /a' PH NS `j 4.- ( O O #10 AT 4-3/6" FROM ENDS O sv AND to MC. MAX. U x S 0 tr Fj v - "ANN ( m 0 IN ,S .„ilr/11.11.111Mikt lily' . ��an itirom L-- — wiLJEIN_Az rid 1. On' Mgt — � dun L_ 1/4• MAX D.L OtN7. s ` rA , s O DOOR Arm 0 i'� —_ i � $ L' I Q_• _ O gg �` $ B Q LEAF WIDTH O FRAME NINTH SHIM 7YP TYPICAL SEE ELEV. MIMS FOR SPACING 1/4' SHIM MAX. EXTERIOR � — — . . .. — .. " ACDYE LEAF 1. .1 e . • — • �I INACTIVE LEAF I lid . �L ' i__ I • V 3 PONT _ LOCK SYSTEM ( 3 POWT LOCK ON ACTNE LEAF OPTION 1 1T� • I_:.� jr _ II t 1� ('IFS TA ' �, 'J _ / 1/4' MAX. . 1/4 SHIM SHIM T - -, g gi � P MAX y h { (1 j TYPICAL ANCHORS SEE KIEV FOR SPACING MCN. ANCHORS SEE NET. FOR SPACNO 4111 Fqn� aMHALN YOW B FNio00 5.- PRODUCT aE— 6 _ APR B 2003 g drawing no. WO1 -64 eheetgof sJ 4800 10 - 250 4800 870 TYR ITEM B PART A 99QD. DESCRIPTION MATERIAL NAND. /SCPPLI6R/R0MAPH9 `� 1 111 ''— _J 1 1 YE -83213 1 DOOR FRAME HEAD 6083 -T8 L498 _ fl 2 3 90-ROR YE -810 AS REED. 1 51091.1E FRAME THRESHOLD 8093 -T8 8pp,1+_TO .319 .101 r1 l „� Ala 335 ® SIDEOTE I: ,(�8 , .781 1247 4 YE-809 AS REOD. SMITE - MULLION 8093 -TD - .... 8 YE-811 AS READ. FRAME 1.113 8083 -T5 _ 1490 FRAME 6 YE-801 2/ LEAF DOOR LEAF SILL 8 HEAD 9083 -T8 - .780 (I) DOOR FRAME HEAD ® PRESSURE PLATE 7 YE -90.7 1 OEOR LEAF IMO - KNEE SIDE 8083 -T8 - a 70 -603. 1 0803 LEAF - LEG( SIDE 9093 -T9 - 1716 313 303-•1 EA YE -837 I DOOR LEAF -.LOCK SD (3 POINT LOCH) , 8083 -TO - IQ COI AVE 33174 -8100 F 1594 —i �f ' La9a 00 SNAP CAP iI l' -, 4 X973 Lg7 14 35.7 .973 a� 9 YE -831 2/ LEAF %MP CAP FOR DOOR LEAF & SILL 6083 -T8 - IE YE-818 AS ROOD. 00808 PLATE 80&7 -T5 - Ae9 — d _ 850 12 YE -8249 4/ LEAF GUM CHANNEL - . - 12 1133 104 10137 GLAZING CHANNEL IXT. GLAZING LEG TNT. GLAZING LEG 13 YE-835 AS REDO. EXTERIOR GLAZING LEO 8083 -T5 14 7E-933 AS REDD. INTERIOR GLAZING LEo 9083 -15 -1.750 15 - - - - - 878 4849 .703 j --2E81 - I eJEB 16 Ye -802 A8 Y/WL FIN WEATNER8191PPW0 (.187 z.260) MLTITAFA9 l^ \ i 8: 8 3 " 1 - p �Lg$ z pg "T i 6�N i y m WI 3749( ��� 17 TN -622 AS ROTA RULE WEATHERSTRIPPING (.t99 x .280) = TEAM PLASTIC 4196 ' 1.468 ' 1263 to 19 IN-515 1 LOCK SET BY HARIAC OR WEST= - - 20 YH -810 AS ROSS. FTL98 9017 9Y 0078 DID. ZINC D8C84F 388 .7W 21 - 3/ LEAF &NT HINGES, AT 10 -9/8' FROM ENDS 8 M08PAN ALUMINUM WITH SS PIN } L 876 JAM8 4.000 879 130 22 YE- 4/ LEAF PRESSURE PIATE -TE 8283 -T8 2 -t/2' LONG 23 YH -830 2/ LEAF 3/8' d . THREADED ROD 0185.. - 24 - 1/ LOCK 8T. RE04FORCMO TUBE FALL LENGTH OP PANEL ALUMINUM 1 -1/2' x 3'.x 1/W . AGE ® TOP /BOTTOM RAIL 1636 ® SIDE UTE © DOOR 1.900. FRAME JAMB 5315 ' ,rL1 079 99 (5j (THREAD to-24 z31/2• PH 1d5 CUTTING) 200 ® THRESHOLD 4199 Ala LBIe p I41 , egg n .883 5 .4 0 p p p I L 111 IF 0.280 ®i HINGE STILE 4199 '� 1 g 1 , ,� 1-6 I I� Ii1 .I� g I- 21E4 0901 DP.� P800G ,II sap —Aa PRODNCTREYIBED 6.810.31. n F T � • i0 o•n „� /�. P.odl.t � 0.199 r } _. , 9 13 .450 Y9 652/653 � ® LOCK STILE dmdnno. WO1 4 _ LOC STILE HINGE (FOR 3 POINT LICK OPTION) (Shoot 4oF 5 It A-2 tu,c.ia ;AIDADE MMIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah ,FL 33010 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series \,800 Aluminum Awning Wihdow' ✓ under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building 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 manufacturer'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. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0607.02 EXPIRES: 09/17/2006 I/ /2"11-lig Raul Rodriguez Chief Product Control Division THIS IS THE COVERSBEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application 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. APPROVED: 08/09/2001 \\ x0450 00I\pc2000\ \templates\nodce acceptance cover Pagadot Internet mail address: postmaster @buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingeodeonline.com Yale Ogron Manufacturer 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 renews the Notice of Acceptance No. 98- 0317.08, which was issued on September 17, 1998. It approves an aluminum awning window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 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. 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 identified 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 (SFBC) in order to properly evaluate the installation of this system. 2 Man 1 Perez, P.E. Product ontrol Prod ' ontrol Division 'alebgron Manufacturer Co. ACCEPTANCE No.: 01- 0607.02 APPROVED : AUG 0 9 2001 EXPIRES : September 17, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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 Approved ", or as specifically 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 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 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) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 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, this last page 3. Manuel ' erez, P. E., Product Control Produc ' Contr . 1 Division END OF THIS ACCE ' CE 3 COMPARATIVE ANALYSIS CHART AWNING TYPE WINDOW SERIES 800 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NUMBER OF VENTS NUMBER OF ANCHORS /JAMB DSB-ANNEALED GLASS WIDTH HEIGHT EXT. INT. 19 -1/8' 26 -1/2' 37' 53 -1/8 26' 2 2 63.3 75,0 2 2 63.3 75,0 2 2 63.3 75.0 2 2 51.0 51.0 19 -1/8' 26 -1/2° 37' 53 -1/8 38 -3/8' 3 3 63.3 75.0 3 3 63.3 75.0 3 3 63.3 75.0 3 3 50.1 50.1 19 -1/8' 26 -1/2' 37' 53 -1/8 50_5/8' 4 4 63,3 75.0 4 4 63,3 75.0 4 4 63.3 75.0 4 4 49.8 49.8 19 -1/8' 26 -1/2' 37' 53 -1/8 63' 5 5 63.3 75.0 5 5 63.3 75.0 5 5 63.3 75,0 5 5 49.5 49,5 . 19 -1/8' 26 -1/2' 37' 53 -1/8 74 -1/4' 6 5 63.3 75,0 6 5 63.3 75.0 6 5 63.3 70,8 6 5 50.0 49,3 BASED ON FTL -1827 DATED 12 -30 -97 TEST SIZE - 53 -1/8• X 74 -1/4' (8 VENTS) TEST LOADS - +75.0, -75.0 PSF DESIGN LOADS - +50.0, -50.0 PSF WATER INFILTRATION TEST - 9.5 PSF TESTED GLASS - DSR- ANNEALED NON-IMPACT RESISTM T WINDOWS MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHU I I trw READ. - FOR ALL INSTALLATIONS. D.L OPG. 21 1/2' MAX. �DSB GLASS - NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LLSTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Ete= DR. HUMAYDUN PAR000 STRUCTURES RA. PE # 78957 APPRDVEDAS COMPLYING WITH THE SOUTH RONDA : I DIVISION Fq BUILDINERODE ACCEPTANCE NO, al- (N, ". 1"• dpi 6 C° .0 Oa t43 I of U z o o<gt a i w drnwing no 1W98 -21 (sheet 1 of 4 ) 1 TYPE ANCHORS °4 I SEE ELEV.FGR SPACING • °. : sq ° WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING STS IPM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ,i +� Q 1 N IAL- FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 ,781. (305) 284 -8100 FAX. (305) 282 -8978 ����" � : ANCHORS: 0 0 A ► —.. © ° 13 O1Q w i �' © ,1 at) Ti 1 rr - - -TI _L ` 1 3/16° TAPCON$ e 14 ® 4 /ftINTO ) � 2BY WOOD BUCKS OR WOOD STRUCTURES 0 1 -3/8" MIN. WOOD PENETRATION �< ;T 0 THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. MASONRY EMBEDMENT ANTS: FRAME CORNERS AND VENT CORNER SEAMS TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. ©,, ® ® 71 1 0 1 -) 11�.. , 11 1 j^ t 11 1 qj � f— �`l 1 1t.4°' I1' i ,_ , ED SERIES -800 ALUMINUM AWNING WINDOW YALE OGRON MFG. CO. INC. 671 WEST 18TH ST. HIALEAH, FL. 33010 -2480 1E1.. (305) 887 -2848 FAX. (305) 853 -1309 ,. y i0 I S 1 N ,; yy , n 1 1 i rl , 1 1 'T' DOUBLE STRENGTH ANN. .2230 i1 /g) GLASS GLASS BITE r---i O VENT TOP /BOTTOM VENT JAMB I r11 I {i i 11 1 11 ilk -i ® ' i I I 1' EXTERIOR GLAZED WITH ROLL FORMED ALUMINUM GLAZING BEAD AND 'SCHNEE MOREHEAD 5555' ADHESIVE BEDDING COMPOUND r1. _i , 1 , _ , • I I 1 I ro- 1 ,,' 1 ■ " � I'r 1 1 ._i 1 -1- j t ,, 1 �� j �. 011111 ]TILT PINION i i 4 1 d l 0 C O L'( i e q, Toe J �. ; - -�'I i a Erpr: D. NUWIYCUN FAROOQ APPROVED ASCO►,�YwowrrHn+e I...,.: ^ I,' I Imo'= rw� � • ' 1 BY OR 2 BY .4"27711MIT 41 ll r, • -u • ' • DIMON as � - NO,Ct7,�'?, OZ drawing no W98 21 .t• � • • ° • ° •: • • TYPICAL ANCHORS �• YYPIORL•ANCHORS SEE ELEV. FOR SPACING i ( sheet 2 of 4 ) - - -' . WOOD BUCK SEE ELEV, FOR SPACING • FRAME °R 1.000 .154�� .062 TYP. VENT TOP LOGO .937 .887 .082 TYP. CENTER & TOP VENT BOTTOM 1.000 1.281 1 .062 TYP. ,ATOM. VENT BOTTOM FRAME SILL 1.568 --� .082 TYP. 1.000 1.312 VENT JAMB 1T611 + PAZ # amND!! amt 1 YE -3 I FRAME HEAD NAT218&T. ALUM (6063 -T5) 1ld4Df OUPPLDlB TIFTON OR EQUAL 2 YE -1 1/VENT VENT TOP ALUM. (6063 -15) TIFTON OR EQUAL 3 YH-819 1/VENT BULB WEATHERSTRIPPING 4155 X ,265) VINYL VIBORG OR EQUAL 4 YH -817 FRAME HEAD WEATHERSTRIPPING (.150 X 200) VINYL VISORS OR EQUAL 5 AS READ. GLAZING BEAD ROLL FORMED ALUM. FLORIDA SCREEN 6 YE -2 1/VENT CENTER & TOP VENT BOTTOM ALUM. (6063-TS) TIFTON DR EQUAL 7 YE -14 1 BOTTOM VENT BOTTOM ALUM. (6063 -15) TIFTON OR EQUAL 8 YE -4 1 FRAME SILL ALUM. (6063 -T5) TIFTON DR EQUAL 9 YE -3 2/VENT VENT JAMB ALUM (6063 -T5) TIFTON OR EQUAL 10 YE -18 2/VENT VENT HINGE ALUM (6063 -T5) YALE OGRON FAD. 11 YH -819 2/VENT VENT LOCKING PIN ALUM. PAN - AMERICAN 12 YE -8 2 /VENT HINGE LINK ALUM. (6063 -T6) YALE OGRON FAB, 13 YH-811 1 /HINGE HINGE LINK RIVET ALUM. PAN- AMERICAN 14 YH -809 2/VENT SLIDE BAR RETAINER NYLON M & M PLASTICS 15 YE -10 2 FRAME JAM/ ALUM (6063 -15) TIFTON OR EQUAL 16 YE-6 !/JAMB SLIDE BAR ALUM. (6063 -T6) YALE OGREN FAB. 17 YH -806 2/WINDOW CONNECTING LINK RIVET ALUMNUM PAN - AMERICAN 18 TH-803 AS READ. 'E' RING ARC STEEL INTERSTATE SCREW 19 YH -810 2/VENT CAM LOCK ZINC DIE CAST SOUTHERN DIE CAST 20 YE-59 1/BAR CONNECTOR! LINK ARM ALUM. (6063 -T3) YALE OGRON FAR 21 YH -808 1/BAR SLIDE BAR BOTTOM PIN ALUMINUM PAN - AMERICAN 22 YH-815 1 ATW OFFSET ANGLE OPERATOR (LH OR RHO ZINC DIE CAST SOUTHERN DIE CAST 23 YH -803 2 CROSS SHAFT ARM ZINC DIE CAST SOUTHERN DIE CAST 24 TH -801 2 CROSS SHAFT BEARING NYLON M & M PLASTICS 25 YH -826 1 CROSS SHAFT STEEL GALVANIZED 26 YF-6 AS REQD. SCREW 8 10 X 5/16' PLATED STEEL INTERSTATE .SCREW 27 YH-804 1/ARM CROSS SHAFT ARM PIN ALUMINUM PAN - AMERICAN YH -820 2/VENT SLIDE BAR PIN-UPPER ALUMINUM PAN - AMERICAN 29 YH-807 2/VENT SLIDE DAR RIVET ALUMINUM PAN - AMERICAN 30 YH -821 SCREEN SWIVEL CUP ALUMINUM 31 YH -816 SCREEN CLIP RIVET ALUMINUM 32 YH -814 1/LOCK CAM LOCK RIVET ALUMNUM PAN - AMERICAN 33 YH -813 2/HINGE VENT MNGE RIVET ALUMINUM PAN-AMERICAN 34 YH-812 AS REQA HINGE LINK RIVET HUSHING NYLON M & M PLASTICS 2 Env: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16697 APPROVED A3 COMPLYING 1MTHTT83 drawing no. W98 -21 (sheet 3 of 4 ) VENT CORNER ASSEMBLY FRAME CORNER ASSEMBLY FRAME AND VENTS ARE ASSEMBLED USING STAKED MORTISE AND TENON FABRICATION 0 EXTERIOR Engn DRS PARO PIA. PE $ 18557 iL o g a I U s OVE pan fflO M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCC()) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Lookout Shutters, Inc. 1268 Mauldin Road Calhoun, GA 30734 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: "Lookout" Clean Storm'Panels Shutter 7 APPROVAL DOCUMENT: Drawin g No. 9902D, titled " Clear Storm Panel ", sheets 1 through 4 of 4, prepared by Thomas. J. Twomey, P.E., dated April 04, 2001, last revision dated December 09, 2003, signed and sealed by Thomas J. Twomey, P.E. on December 10, 2003 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 TING: Large and Small Missile Impact " LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. o i /0 8` 04, NOA No 01- 0802.0&' Expiration Date: 01/08/20091/ Approval Date: 01/08/2004 Page 1 Lookout Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT "1'ED A. DRAWINGS: 1. Drawing No. 9902D, titled " Clear Storm Panel ", sheets 1 through 4 of 4, prepared by Thomas J. Twomey, P.E., dated April 04, 2001, last revision dated December 09, 2003, signed and sealed by Thomas J. Twomey, P.E. on December 10, 2003 B. TESTS: 1. Test report on Large Missile Impact Test, Uniform Static Air Pressure Test and Cyclic Wind Pressure Test of storm panel shutter, prepared by American Test Lab of South Florida, Report No.0604.02 -01, dated 07/17/2001, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. 2. Test report on Large Missile Impact Test and Uniform Static Air Pressure Test of storm panel shutter, prepared by American Test Lab of South Florida, Addendum to ATL Report No.0604.02 -01, dated 05/29/2003, signed and sealed by William F. Wescott, P.E. C. CALCULATIONS: 1. Anchor analysis, dated 07/31/01, prepared by Thomas J. Twomey, P.E., signed and sealed by Thomas J. Twomey, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. General Electric Company N.O.A. No. 00- 0718.02 for LEXAN Sheets Products. E -1 /661,---- Helmy A. Makar, P. E. Product Control Examiner NOA No 01- 0802.08 Expiration Date: 01/08/2009 Approval Date: 01/08/2004 1/2° DIA. HOLES 6° C/C OR AS NOTED ON DETAILS A thru F, SHT 3 of 4 z as dv) J J wz Z n X CE z° w f- Z aw w N 1 1/2° TYP. WIDTH S PERP. TO PANEL SPAN SINGLE PANELS 15' TO 33 @WIDE MULTIPLE PANELS ANY WIDTH x114' MAX. GAP CO EDGE CLOSURE DETAILS NO FASTENERS REQUIRED E i INBOARD A 3/4° MINIMUM 1/2° DIA. HOLE TO EDGE DISTANCE TOP & BOTTOM R11/16 5 °0'0.0' 11111111111'1 31/3 IL.1 �/ R7/8 .129 OUTBOARD -I c PANEL DIMENSIONS qD 0.077' INBOARD 1 13/16 GENERAL NOTES 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE THE 2001 EDITION OF THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,' TABLES SHALL BE REFERENCED AT APPROPIATE DESIGN LOADS. 3, LOOKOUT CLEAR STORM PANELS SHALL BE MADE OF GENERAL ELECTRIC CO. UV RATED LEXAN XL -10. SHEET PER MIAMI -DADE COUNTY N.O.A. #00-0718,02. EXTRUSION SHOWN SHALL BE 6063 -T6 ALUMINUM, U.O.N. 4. PRODUCT MARKING MUST BE A STAMP OF PERMANENT INK OR A PERMANENT TYPE LABEL AND SHALL BE APPLIED TO THE STORM PANEL IN SUCH A MANNER THAT THE LABEL REMAINS LEGIBLE AND VISIBLE AFTER INSTALLATION AS FOLLOWS LOOKOUT SHUTTERS, INC. CALHOUN, GEORGIA MIAMI -DADE COUNTY PRODUCT ONTROL APPROVED cf OF JOINT © LAP JOINTS TWO LAP MINIMUM JOINT MULTIPLE LAPS PERMISSIBLE NO FASTENERS REQUIRED AT LAP JOINT. 27° MAX. DISTANCE FROM g TO g OF JOINTS a SEE SHEET 4 OF 4 FOR CLOSURE DETAILS FOR BUILT —OUT MOUNTINCIS F OUTBOARD I--1 1/2' TYP. \ 6' TYP. ■ TYP. ® CLEAR STORM PANEL SECTION A -A 5, ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. UNLESS MADE OF RUBBER. 6. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7, PANELS SHALL BE FASTENED ACCORDING TO FASTENER MANUFACTURERS' INSTALLATION SPECIFICATIONS AND AS SHOWN HEREIN. 8. TO VERIFY THE ANCHOR CALCULATIONS, A 33-1/3 % INCREASE IN ALLOWABLE LOADS HAVE BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL. CLEAR STORM PANEL L3NF °7 � x A s E6 B N U1 00 L2 IQ aUw z 051 II �4 THOMAS J. TWOMEY swm 581688 -2844 SEAL JON VISE 04/04/01 SCALE AS Norm 9902D 1 OF 4 • • s • • K (VERTICAL OR HOF a, 1 1/2° TYP. WIDTH S PERP. TO PANEL SPAN SINGLE PANELS 15' TO 33 @WIDE MULTIPLE PANELS ANY WIDTH x114' MAX. GAP CO EDGE CLOSURE DETAILS NO FASTENERS REQUIRED E i INBOARD A 3/4° MINIMUM 1/2° DIA. HOLE TO EDGE DISTANCE TOP & BOTTOM R11/16 5 °0'0.0' 11111111111'1 31/3 IL.1 �/ R7/8 .129 OUTBOARD -I c PANEL DIMENSIONS qD 0.077' INBOARD 1 13/16 GENERAL NOTES 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE THE 2001 EDITION OF THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,' TABLES SHALL BE REFERENCED AT APPROPIATE DESIGN LOADS. 3, LOOKOUT CLEAR STORM PANELS SHALL BE MADE OF GENERAL ELECTRIC CO. UV RATED LEXAN XL -10. SHEET PER MIAMI -DADE COUNTY N.O.A. #00-0718,02. EXTRUSION SHOWN SHALL BE 6063 -T6 ALUMINUM, U.O.N. 4. PRODUCT MARKING MUST BE A STAMP OF PERMANENT INK OR A PERMANENT TYPE LABEL AND SHALL BE APPLIED TO THE STORM PANEL IN SUCH A MANNER THAT THE LABEL REMAINS LEGIBLE AND VISIBLE AFTER INSTALLATION AS FOLLOWS LOOKOUT SHUTTERS, INC. CALHOUN, GEORGIA MIAMI -DADE COUNTY PRODUCT ONTROL APPROVED cf OF JOINT © LAP JOINTS TWO LAP MINIMUM JOINT MULTIPLE LAPS PERMISSIBLE NO FASTENERS REQUIRED AT LAP JOINT. 27° MAX. DISTANCE FROM g TO g OF JOINTS a SEE SHEET 4 OF 4 FOR CLOSURE DETAILS FOR BUILT —OUT MOUNTINCIS F OUTBOARD I--1 1/2' TYP. \ 6' TYP. ■ TYP. ® CLEAR STORM PANEL SECTION A -A 5, ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. UNLESS MADE OF RUBBER. 6. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7, PANELS SHALL BE FASTENED ACCORDING TO FASTENER MANUFACTURERS' INSTALLATION SPECIFICATIONS AND AS SHOWN HEREIN. 8. TO VERIFY THE ANCHOR CALCULATIONS, A 33-1/3 % INCREASE IN ALLOWABLE LOADS HAVE BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL. CLEAR STORM PANEL L3NF °7 � x A s E6 B N U1 00 L2 IQ aUw z 051 II �4 THOMAS J. TWOMEY swm 581688 -2844 SEAL JON VISE 04/04/01 SCALE AS Norm 9902D 1 OF 4 2.125 0.375 .193 3375 .000 --I -0.063 02 "h" HEADER 380 - .190 1.675 L r .169 TYP. WALL .214 1 1.200 1.000 .6$8 1.986 1 L .169 .092 "F" TRACK ImIumate- 1/4' 0 ELCO FEMALE PANELMATE WITH PAN HEAD KILT. MUST HAVE 1 7/8' MN *EMINENT FIR CONC. AND HUED & 11/4' FUR MASIDEY WITH 2' MIN. EDGE DISTANCE 1 FEMALE Via PANELMATE 2.000 — 2300 125 L 1.000 O STUDDED ANGLE 94.000° .120 .150 - 275 r 1.470 .702 .200 f F L .092 3.000 .384 2.000 .125 illlIM,mauounm> MAX. 5° 04 ANGLE 1/4' ECG TAPCDN WITH 1 3/4' MOD&TM EMBEDMENT & 2' MM, EDGE DISTANCE V TAPCON 07 EXTENDED "F" TRACK 1/4-20 HEX HEAD BIT x 3/4' WITH SPENCER PRODUCTS 'LOU LOK'1/4 -20 WASHERVINQIUTV/ INTEGRE. RUBBER WASHER 0 BOLT & LOOK 1 LOK W'WINGNU :— 1/4' LAG BOLT WITH 1 3/4' 1411. THREAD ;EMINENT IN SHEAR, PARALLEL OR PEERPENDICULAR TB WED GRAIN & IN CENTER IF WED FRAMING MEMBER .t03 LAG BOLT T WOOD FRAMING USE ONLY L 188 2.000 MAX. 6 ()CLOSURE ANGLE 1/4-20 RAWL CALK -IN WITH 7/8' EMBEDMENT, 1/4 -2D PM HEAD BOLT V/3/4' DIA HEAD & 2'14.11 EDGE DISTANCE O RAWL CALK -IN CMU & CONCRETE USE ONLY SEE ADDITIONAL HARDWARE AT SHEET 4 of 4 1/4' 0 ELCO MALE PANELMATE PLUS & 1/4-20 WASHER VBENUT. MUST HAVE 1 7/8' MIL 'EMINENT FIR CONE AND VOID & 11/4' FOR MASONRY WITH 2' MINK EDGE DISTANCE 100 MALE PANELMATE HARDWARE NOTE 1, MEMDEDMENT IS THE DEPTH INTO THE CONCRETE MASONARY UNIT (CHU), CONCRETE OR WOOD FRAMING MEMBER AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. w w 6 IN 5 n AUG9 C/2 h 1� e THOMAS J. TWOMEY ee1- e8'-2644 SEAL ZeSIBRED BY JON VISE 04/04/01 SCALE 45 NOTED 9902D 2 OF 4 0 IR 1 @ 6' OE AAX I/4' GAP AT EON STRICTURE EXIST%A MOIRE TIP IF PN L CDERETE MAMMARY 00 3 e 6' UC, CIE, NASOWRT VI ! liiIR 6111 I 1 /2' 01ST. j Hi CLASS I� L 2311,i- I Riffli IR ®R L ��' i 1 e�6 SEE CHART FOR `' SEE CHART FOR (LASS 8 2 MIN. CLASS MIN. GLASS II SEPERATION ON SEPERATION ON 0 PG. 4 CIF 4 PG. 4 OF 4 SEE CHART FOR li .ASS EXISTING I r MAL GLASS O any STRIA lRE I SEPERA�TqFON40N LAP AMT$ a� 0� l'J �7 LUCITE OR OE0.167 fi�r'7 P6' OE & LAP JOTS STRIX:Ta a! ERE OOIi IR 11 a 6' RC. 01ST. rRQe6'0.c SECTION U DIRECT MOUNT SECTION A WALL MOUNT SECTION SECTION pB CEILING /INSIDE MOUNT IR10e6'at DUSTOA STRUCIIRE Cal:RETE MI eASOIART. IR 11 almQe 6' ac & LW JOINTS 11 ARQe 6' 6C. LAP EATS EOM STRUCTINE CITE, mow V13E SEE CHART FOR MIN. GLASS SEPERATION ON PG. 4 GF 4 C) R0 es' aC 2e AT o I+ f�3 RVOQe 6' LA LM ..EMTS g. GASS ANOQe 6' O LAP .AIM& S S28 AT 0811 @6'0.0 riOVE SECTION 0 WALL MOUNT 1U2'II1L PAM. NAY BE MINIM AT FACE f @AC&6'ac& lA0 ANTS SEE CHART FOR MIN. GLASS SEPERATIGN ON PG4OF4 _ ` O florid. �� Dale SECTION OE TRAP MOUNT AS W 16 m o 0 3 THOMAS J. TWOMEY 601 - 8118 -044 SEAL =MAD JON WISE m� 04/04/01 SGLC AS NOTE 9902D 3 OF 4 • 4 RUBBER VASTER IT 60 METER RUBBER 5/8' 0.11 x 1/4' LB. x 1/16' THICK MUST BE USED AT ALL MECUMS (SING NILE DR KEYHOLE IF DETAIL Al, CLEAR STERN PANEL 15 RUBBER WASHER 1` SPENCER PRDIB1CTS 'LOCK LCIK' 1/4-20 WASHER/ VINGNUT WITH INTEGRE. RUBBER WASHER 13 "LOOK LOK" WINGNUT EXISION STRICTURE CIDTCRETE, MART OR VODD SEE CHART FOR MIN. GLASS SEPERATION ON PG, 4 OF 4 NCR 6' IL 1/2' ll4 -20 x 3/4' lEX HD PaT & LECKE @ 12' BC 0 4( 1 @6'OCt LAP atm a 1dd ag 6 i6 0 46E. © 6:06/@6'RCtLA mars EXISION STRICTURE 1/4-20 x 3/4' [EX T® @6'at. DC,T &LIDORT@ SECTION ®F BUILD —OUT MOUNT PANEL SCHEDULE PDS: NEG. DESIGN LOAD � MAX, PANEL LENGTH 'L' FROMRGLIS SEPERATION FROM GLASS P,S,F, (INCHES) SCNCDUEE CINCHES) 86 36 4 -3/4 81 41 -1/2 4-3/4 76 47 4 -3/4 71 52 -1/2 4 -3/4 66 58 4 -3/4 61 -1/2 4 -3/4 56 69 GIO PANEL SCHEDULE NOTES: 1. ENTER TABLE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE , 2, ENTER TABLE WITH POSITVE DESIGN LOAD TO DETERMINE MINIMUM SEPERATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. Adpwadr .866° Ode dr`:e merrrxmr• 1/4° MAX. GAP--IL SECTION O CLOSURE DETAILS FOR BUILT —OUT MOUNT a S. K i N U CA4 EN Q THOMAS J. TWOMEY 6e1-6e11-8814 SEAL DESIOOD CV JON VISE 04/04/01 WALE AS NOTED 9902D 4 OF 4 /4 S etrs GENUINE LEX4N' 10 LEXAN SHUTTER AGREEMENT CLEAR) VIEW hurricane shutters 5883 South West 218t Street, West Park, FL 33023 Name: „gel: / Address: Town: Complex: Zip: H Phone: W Phone: Bldg: C Phone: Apt. (954) 987-5191 Date: # of Openings: Li Approx. # of Panels: We hereby submit specifications and estimates, subject to all terms and conditions as set forth as follows: The permit fee is to be determined by the municipality, this fee will be added to the balance of this contract and payable upon the completion of this installation. This product will be installed as per the attached drawings. p Total # of Openings: Total Sq Ft.: Price per-Sq. Ft.: , r _ Sales Price: Sales Tax (7%) Sub-Total: ,e( : '''' (7 (7- Administration Fee: $150.00 Total Amount Due: 14- < , , , 50% Deposit Amount: Permit Fee: To Be Determined Paid At Installation Balance Due: SALES PERSON El CASH JZI CHECK #: ID FINANCING O CREDIT CARD 1:3 MASTERCARD El VISA O DISCOVER CREDIT CARD #: APPROVAL CODE: EXP DATE: CVN/AVS#: DATE: t 10-year GE warranty on Clear View Lexan XL-10 Panels against yellowing and light transmission, 15-year Lookout Shutters Inc. warranty against breakage. 50% deposit required, balance due upon installation. All products and materials are the property of Clear View Hurricane Shutters until paid in full. Due to the custom nature of the product, deposits are not refundable after the three day rescission expires. All materials are guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above specifications involving extra costs will be executed only on written orders and will become an extra charge over and above this Contract. All agreements are contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance. Our workers are fully covered by Workman's Compensation insurance. You, the Bum, may «.- . this tran SIGNATURE: *4,1 OA at any time r to the third business day after the date of this transaction. DATE:/ AUTHORIZED SIGNATURE: Jeffery Ullman DATE: / ACCEPTANCE OF CONTRACT The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. not rictoortn• oar, Building Official City of Miami Shores Village Buil 10050 N.E. 2nd Avenue Miami Shores, FL. 33138 F THE . • •E k•ING INSP N 105.13 FLORID Dear sir: E5PC1-6 1-5(47-3 IRE MED DE 2 MS I (We) have been retained by to perform ins ectiorservices under Section 105.13, Florida Building. code at trg ,•C4r4- "Ic7 on the project on the below listed structures as of �2 � �/- PROCESSING NUMBER STREET ADDRESS CONTRACTOR OF RECORD INSPECTION RESPONSIBILITIES (BE EXPLICIT) 173(0 iti6 Ci 91.-C th s7 The following individual(s) employed by me or this firm are authorized to perform inspection. 1. Juan Fernandez- Barquin, P.E. 3.Juan Alfonso 2.Carlos Alvarez 4.Ricardo Solano I (we) will notify the City of Miami Building Department of any changes regarding authorized personnel performing inspection services. I understand that a Special Inspection log for each building must be displayed in a convenient location on the site for reference by the City of Miami Shores Village Building Department. All mandatory inspections, as required by the Florida Building Code, must be performed by the city when the Special Inspector is hired by the owner. The City building Inspectors must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit the completed inspection log form and sealed Statement of Compliance to the Building Inspector, at time of final inspection and before making application for Certificate of Occupancy. Sincerely, ACKNOWLEDGEMENT Sworn to and subscribed before me on the day of C 20 OS II `x_11 �gne an,i aled '.te: �Z /�i� tOt ► -- -- v— • JESSICA GUERRA K a t y P e c • S t a t e of F a Cam Expires Mar 10, 2009 '' JO 5S i .': el Ca , Banded By Naomi Notary Assn. `Y COMMISION EXPIRES: friar- 10? ZOO ml UBLIC STAT OF FLORIDA Note: Plan of Inspection and copy of threshold /special inspector licenses needed. il-a co ppLA 7'• jI puc_ oNa€g G kou,uc_ i,-1\AS-1-Efi ea' LE crkei< / a00 ceimaoalito,v U.* 641446,. APAAJ /50 hat, fh ) tit eir,Av fa- IP 14- Elva l'Atti°d <7 Y. .„2.) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 .9-3 CD IU E . q LI ST ' is-4. V PIA-A Z •-VORZS • • • • • • • • • • • • • • • i • • • ot-ke, Ow roc (Z. DRAWN BY REVISED SsT.:ALE: APPRO. C.-D EY: g DATE:11 /1/D5 • ST 00 5 DRAWING NUSolaER I cfi SINGLEJAMILY SERVICE LOAD CALCULATIONS BASED ON THE 2005 NEC SECTION 22022 NEUTRAL LOAD PER 2005 N.E.C. SECTION 220.61 TOTAL SQ FOOTAGE APPLIANCE CIRCUITS LAUNDRY CIRCUITS TOTAL CONNECTED NEUTRAL LOAD FIRST 3,000VA (100%) FROM 3,000- 120,000VA (35 %) OVER 120,000VA (25 %) SUBTOTAL RANGE DEMAND FROM 2005 NEC TABLE 220.55 COLUMN C 70% LOAD NEC 220.61 1,500 2 1 3,000 6,000 0 11,000 VA 11,000 X DRYER DEMAND FROM 2005 NEC 70% LOAD NEC 220.61 5,000 UNBALANCED 120 VOLT MISC. LOADS AT 100% NEUTRAL LOAD VA NEUTRAL LOAD AMPS FURTHER DEMAND FACTOR - 2005 NEC 220.61(B)(2) FIRST 200 AMPS AT 100% AMPS ABOVE 200 AT 70% MINIMUM NEUTRAL CONDUCTOR AMPACITY SUMMARY TOTAL LOAD FROM PAGE 1 OTHER NEUTRAL LOAD FROM PAGE 2 TOTALS NOTES 150 A MAIN SERVICE 150 A MAIN BREAKER 150 A COMBO 40/20 NEMA 3R ENCLOSURE PREPARED BY: OLIVER PERRY ELECTRIC INC • • ••• • TIM B411Iy001 736N$94S2 : MIAMI'SHORE §ii1'T8 • • • •. • •• •• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • •• • • • • • • • • VA.p.F.R SQ• • . • •• • • • • •• • • • • • • • • • 1,500 VA EACH 1,500 VA EACH •• • • • •• ••• •• • • • 1.60 0.35 0.25 0.70 • • • • • • • • • ••• •• TABLE 220.54 X 1 X 17,500 VA / 240V = L1 AMPS 144.5 144.5 PAGE 2 OF 2 4,500 VA = 3,000 VA 1,500 VA 9,000 VA 3,000 VA = 2,100 VA = 0 VA 5,100 VA 7,700 VA 0.70 = 3,500 VA 1,200 VA 17,500 VA 72.9 AMPS 72.9 AMPS 0.0 AMPS 72.9 AMPS L2 AMPS 144.5 144.5 NEUTRAL AMPS 72.9 72.9 TOTAL LOAD KVA TOTAL LOAD AMPS • • ••• • • • ••• •• •• • • • •• •• • 34,680 VA / 240 ICNS: • • _ • • • • • ;441 AMPS • • • • • • • • • • ••• • • • • ••• • . • •• • •• • • •• • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• . • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• 34,680 VA SINGLE FAMILY SERVICE LOAD CALCULATIONS BASED ON THE 2005 NEC SECTION 220.82 GENERAL LOADS - NEC 22022(b) TOTAL SD FOOTAGE APPLIANCE CIRCUITS LAUNDRY CIRCUITS COOKING EQUIPMENT CLOTHES DRYER LOAD WATER HEATER LOAD MISC. LOADS 120 VOLT 1 DISHWASHER 1,500 2 1 2 1 1 QTY 1 MISC. LOADS 240 VOLT QTY TOTAL GENERAL LOAD FIRST 10 KVA AT 100% REMAINDER OF LOAD AT 40% SUBTOTAL GENERAL LOAD HEATING & COOLING LOADS - NEC 220.82(C) ITEM #1 - AIR - CONDITIONING LOADS ITEM #2 - HEAT PUMPS NO SUPPLEMENTAL ITEM #3 - ELECTRIC CONTINUOUS ITEM #4 - HEAT PUMPS WITH SUPPLEMENTAL ITEM #5 - SPACE HEATING (1 -3 UNITS) ITEM #6 - SPACE HEATING (4+ UNITS) TOTAL HEAT & AC LOAD (LARGEST OF ITEMS #1 -#6) • • ••• • TIM FAtRNVM 7361/E 94 yST MIAMI ,SHoREs33't38' • • ••• •• •• • • • • • • • • • • 3VA•PER SQ.FT. • • 'i,g00 .vX Act* 1,800 VA EACH : • ••• • • 12,000 VA EACH 5,000 VA EACH • • • • ••• • •.= • • • • • • •• = • • • •- • • • •= • • •°2540 iv4'4ct • :•• ••• • ••• • • • • •• • • • AIM • • • • • Y©•TS • • 10 X 120 AMPS 1,380 VA X 100% = O VA X 100% = O VA X 100% = 12,000 VA X 100% = O VA X 65% = 9,000 VA X 40% = VOLTS 1,380 VA O VA O VA 12,000 VA O VA 3,600 VA PAGE 1 OF 2 4,500 VA 3,000 VA 1,500 VA 24,000 VA 5,000 VA 2,500 VA 1,200 VA 41,700 VA 10,000 VA 12,680 VA 22,680 VA 12,000 VA Building Official City of Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL. 33138 NOTICE OF THE DEPARTMENT OF BUILDING AS SPECIAL INSPECTOR UNDER SECTION 105 FLORIDA BUILDING CODE e f-OS--((Q) Dear sir: I (We) have been retained by fr. . gay-noorlto perform ins ectipn se vices under Section 105.13, Florida Building code at 13(0 V E.. -1Lt . on t GilrfWV) (?�D . project on the below listed structures as of �� PROCESSING NUMBER STREET ADDRESS CONTRACTOR OF RECORD INSPECTION RESPONSIBILITIES (BE EXPLICIT) 13‘0 1311- 13'. • S1Y-6 ' -1C1 Sfci`n connect Ions and The following individual(s) employed by me or this firm are authorized to perform inspection. 1. Juan Fernandez- Barquin, P.E. 3 Juan Alfonso 2.Carlos Alvarez 4.Ricardo Solano I (we) will notify the City of Miami Building Department of any.changes regarding authorized personnel performing inspection services. I understand that a Special Inspection log for each building must be displayed in a convenient location on the site for reference by the City of Miami Shores Village Building Department. All mandatory inspections, as required by the Florida Building Code, must be performed by the city when the Special Inspector is hired by the owner. The City building Inspectors must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit the completed inspection log form and sealed Statement of Compliance to the Building Inspector, at time of final inspection and before making application for Certificate of Occupancy. ACKNOWLEDGEMENT Sworn to and subscribed before me on the lea day of L. 20 (6- JESSICA GUERRA 4 Notary Public - State of Florida 4 a �+E' Ma 10, r.• Cmmftedon #00405885 8cnded B National Notary Asst. PUBLIC STA E OF FLORIDA assica 6-7 0-e fVei COMMISION EXPIRES: rne41, 1 O1 b t Note: Plan of Inspection and copy of threshold /special inspector licenses needed. JUAN A. FERNANDEZ- BARQUIN, P.E. Structural Engineer / Threshold Inspector 2520 NW 97 Avenue, Suite # 240 Doral, Florida 33172 Ph: (786) 336 -0881 Fax: (786) 336-0884 jfbeng(ibellsouth.net December 19, 2005 CITY OF MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA 33138 PH: 305 -795 -2204 RE: COMMENTS FOR THIBODEAU RESIDENCE - 736 NE 94 ST. ATTN: BUILDING OFFICIAL BUILDING COMMENTS: isp05 -1563 1/3. Provide shoring plan or proposed shoring for existing roo SEE S -2 ROOF PLAN AND 2/S -3 FOR SECTION DETAIL 5. Provide special inspector letter / scope of work from engineer who will perform the inspections on the steel beam connections and related attachments to exisitng roof. ENCLOSED 6. Windows and door buck details are incomplete. Provide size, method of attachment , waterproofing etc. as required in FRC sect. 4410.2.3.1.6. SEE 4/S -2. RE: COMMENTS FOR THIBODEAU RESIDENCE - 736 NE 94 ST. STRUCTURAL COMMENTS: L Submit wind load calculations. / ENCLOSED PAGE 2 2. Submit product approvals for all new windows and doors and storm shutters. ENCLOSED IN RE- SUBMITTAL PACKAGE. 3. Show how rafters are arranged at the hip roof. Are there hip girders? THE EXISTING ROOF IS CONVENTIONAL FRAMING AND HAS HIP RAFTERS WITH A RIDGE BEAM. SEE S -2 ROOF PLAN FOR THE FRAMING MEMBERS IDENTIFIED. 1/4 4. On column schedule, TC -2 to have 4 #6. SEE SHEET S -6. Structural Registration No. 40114 Threshold Inspector No. .... 0947 DOCS \VICTOR MORALES \THIBODEAU COMMENTS.doc p JUAN FERNANDEZ - BARQUIN, P.E. 2520 NW 97 AVENUE, SUITE #240 DORAL, FL 33172 (305)443 -8080 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER VICTOR MORALES JOB NUMBER : 1 DESCRIPTION : BARNUM RESIDENCE * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2f. IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z = 3.00 : 12 = 10.0 FT2 = 10.5 FT = 7.2 FT (14.04 DEG) Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 a 4 b DATE : 12/17/2005 qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 29.5 FT CORNER DISTANCE, a = 3.0 FT JUAN FERNANDEZ - BARQUIN, P.E. 2520 NW 97 AVENUE, SUITE #240 DORAL, FL 33172 (305)443 -8080 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER :VICTOR MORALES JOB NUMBER : 1 DESCRIPTION : BARNUM RESIDENCE * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = 3.00 : 12 (14.04 DEG) 20.0 FT2 10.5 FT Kh = 0.849 7.2 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.947 0.947 GCp ( -) -1.047 -1.294 PRESSURE (psf) 52.2 52.2 SUCTION (psf) -56.8 -68.3 a 4 b DATE : 12/17/2005 qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 29.5 FT CORNER DISTANCE, a = 3.0 FT VICTOR MORALES 70 NW 105 ST. MIAMI SHORES, FL 33150 PH: 305 -756 3444 FAX: 877 - 875 -0206 BARNUM RESIDENCE 736 N.E. 94ST. MIAMI SHORES, FLORIDA CALCULATIONS JUAN A. FERNANDEZ- BARQUIN, P.E. Professional Engineer # 40114 Threshold Inspector # 0947 2520 N.W. 97Th Avenue Doral, Florida 33172 Ph.: 305 - 443 -8080 Fx.: 786- 336 -0884 Ltbeng(cbellsouth.net JUAN FERNANDEZ-BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: jfbenge,bellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: PI 0 ENGINEER: A I' DATE: Wt ; ) • 000 n) C, 001 0 ,) 2 Icr '' 1 „ - ec9 Ti; r / • - DL: /25 cf LL - P-6 (19, L /17- 7 7 T1 I Ft JUAN FERNANDEZ-BARQUINI P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: jfbeng@bellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 ) PROJECT NAME: r )1 1L-K,-PS I C4r » CQ ENGINEER: fT -e"--;,451- DATE: •r--1 41 1 JUAN FERNANDEZ—BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: jfbengebellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: 41-1-0 0 YY C k (.0 ENGINEER: 0 f DATE: S • .911: Arpc,„ 1. sz C-3.7 flz 1-) JUAN FERNANDEZ- BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443 -8080 Fax: (786) 336 -0884 E -mail: jfbeng@bellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: r=� C r r a y ENGINEER: c} 1P -(ti+ DATE: t2 i; - � Pc11 0,n 8 y- _ R rc, l 1; Gr : ) `-41/2 "- e,,,_,\•?, ;n5 -z-12,1rr 0.21 JUAN FERNANDEZ-BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: jfbengebellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: rr) r) n ENGINEER: A h, DATE: DN-I\ )cip pt-# 7\A 1 0 0 • (14 0 671 FT- 2( 112 kkI3 1 , ?)e'r;1' f. 2/, 2B,G 2rixibc° • 21D i 1 • )q• JO: I in 2 4 /2 1 0°0 f JUAN FERNANDEZ- BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443 -8080 Fax: (786) 336-0884 E -mail: jtbenz @,bellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 S7Prr s- J2 zlo JUAN FERNANDEZ-BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: jfbenabellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 'Tr PROJECT NAME: ka n Y)' rt2 ENGINEER: f.e--fri DATE: r /10 rotti9c7: 4.?_)-___) 4 0,8 j d 1 / p-1 10 S .t.).eovn(DZ0 )(s (2 7 rib AF ( 7 -•?;' 4 4-7 LOu tzr p9_4.14„. JUAN FERNANDEZ—BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: fibenabellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: • c..) ENGINEER: , f DATE: &, (1), sq(74/tr. 6' 1 / to) 0, 57 f rf 77// Skr 4-1!-77- JUAN FERNANDEZ - BARQUIN, P.E. 2520 NW 97 AVENUE, SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443 -8080 Fax: (786) 336 -0884 E -mail: jfbeng@,bellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: ENGINEER: A t(;'-i 2 DATE: 1 r,4 i s 1 \I( J,0 lc, 2 93Ye--o,ok� 1/ !; /2 - - JUAN FERNANDEZ-BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: jfbeng@bellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: arie)61/7 ENGINEER: 71--lte (2-1 DATE: 6/2P 2 2 CD. = 714 .11,1 0 , so- 03 2 If ) JUAN FERNANDEZ—BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: ifbengebellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: ENGINEER: •-•._Ca a i a;) DATE: — 11 -(o/ ; ?), Pi) .c) -, 1 -71-0 r) 1-0 /T) 0-19 k. JUAN FERNANDEZ-BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: ifbeng(abellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: ENGINEER: DATE: 8 )Orr/ C ro LU /0;76, 4 (9?) 51 7 12 ( 36?,k 7 OA: r 7-- Ac". JUAN FERNANDEZ-BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: jfbentabellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: 0) ENGINEER • Ar,-.;;-4- DATE: f.3 /D 0 S / I, 1;) 7L oorye 2g9.1 I o.O??). ?( z //) ft JUAN FERNANDEZ-BARQUIN, P.E. 2520 NW 97 AVENUE., SUITE # 240 DORAL, FLORIDA 33172 Ph: (305) 443-8080 Fax: (786) 336-0884 E-mail: jfbeng@bellsouth.net Structural P.E. # 40114 Threshold Inspector # 0947 PROJECT NAME: ,o1) • .1 ?.,,,V1.7 (_I•• ENGINEER: e 4 DATE: _0 /3/O6- Vid fri 2 qTe 91 ad6 44 2 ig Ok sz 44,4 9--)s106. BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village 1uiliing Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. W.-431 Permit Type (circle): Building Electrical NICCICEWM1 31 NOB BY_ r� Master Permit No. Ree'/,,Z2C:- /,-( 3 Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 4/41-e--1 , Phone # Owner's Address /74 91/ 577 City 4d�l 5/74.--5 6 State Pe Zip Roofing Tenant/Lessee Name Phone # Job Address (where the work is being done) '''")1(„0, q City Miami Shores Vill FOLIO / PARCEL # County . Miami -Dade Zip 3 3 Is Building Historically Designated YES NO Contractor's Company Name Y/7 4' i€Ve5 Phone # Contractor's Address q lt.) 13 se G /e City f i i z State 0 . Zip S 7d.-- Qualifier Name Cad `y - Phone # State Certificate or Registration No. v Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ T/` Ce ° 4°'.° Square / Linear Footage Of Work: Type of Work: [JAddition []Alteration fNew El Repair/Replace ❑ Demolition Describe Work: l�t . Submittal Fee $ Permit Fee $ 1 °° CCF $ ti. EDO • CO /CC Notary $ Training/Education Fee $ 0, 20 .. Technology Fee $ 4 - CO Scanning .3 -CO Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1-,1 - . See Reverse side -> 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 Al414IDAVIT: 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 Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The f.., egoing instrument was acknow ed ed before me thi , 2 —by it Z Sign: Print: My Commission Expires: ************** * ** ** * * * * * ** * ** * ** * * * ** * * * *** ** APPLICATION APPROVED BY: (Revised 02/08/06) or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission E * * * * * * * * * * * * * * * * * * * * * ** liar rva MARYLIN MARINO MY COMMISSION # 00441499 (407) 398 -0153 Florida Notary Sacvka•C0m s472 °� Plans Examiner Engineer Zoning Building Department Mr. Mark Thiboeau 736 NE 94 Street Miami Shores, Fl 33138 Miami Shores (Cif-Cage 10050 N.E. 2 "d Avenue Miami Shores, Fl 33138 Telephone: 305-795-2204 Fax: 305- 756 -8972 August 23, 2006 RE: Permit No. PL-3-06-83 1 In reviewing our files, it has come to our attention that the above referenced permit for "gas line" was issued to an "Illegal Licensed Contractor ". As per Miami -Dade County, Chapter 8, Building Code, Section 8 -13, "The Building Official may revoke a permit or approval issued under the provisions of this Code in case of any false statement or misrepresentation of fact in the application or in the plans on which the permit or approval was based." Based on the requirements of the Code, the above referenced permit has been placed on Hold. In order to ensure that the safety of the community is maintained and a level of uniformity is established, the Building Dept. together with Miami -Dade County Building Code Compliance Office has created a series of responsive procedures. These procedures will be used, to address permitting issues arising from the actions of the unauthorized individuals, posing as contractors. Please call me, as soon as possible in order to make arrangements and find the most appropriate way to comply with the established procedures. Best regards, Cl dio Grande C.B.O. 5013 1552 7003 0500 U.S. Postal Service,. CERTIFIED MAIL. RECEIPT (Domestic,Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.com© SE OFF Postage Certified Fee Return Reclept Fee (Endorsement Requires Fee Restricted (Endorsement Delivery Required) Total Postage & Fees $ 44,4 Postmark Here PS Form 3800. June 2002 See Reverse for Instructions Inspection Date: 01/09/2008 Inspector Levrock, James Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: MARK THIBODEAU, TIMOTHY BARNUM Job Address: 736 94 Street NE Miami Shores Village, FL 33138 -2304 Project <NONE> Contractor. ACER PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)905 -5757 Parcel Number 1132060141680 Lot; Phone: 305 - 935 -4103 Building Department Comments KITCHEN REMODELING AND ADDITION Passed JAN 1 0 2000 specto omments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. D AS REINSPECTION FOR INSP- 10483. CC FIND ANYBODY HOME. JL 12/ 0/07 Tuesday, January 8, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E. vertu- Miami Shores, Florida 33138 Tel: I eiElve t• 6.8972 BUILDING U1i5 Permit No.-1- 6— 4beo PERMIT APPLICATION ° ° _ - - - - o _ d aster Permit No.BPOJ FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Electrical Plumbin Owner's Address /3 ( 9 q City Y tl . CD ove.$ State 35/3(e Tenant/Lessee Name Phone # 4 Mechanical Roofing Phone # 306"-' 762 ° 7P? 7 Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Zip -73G Pt 94 sq. County Miami -Dade NO Contractor's Company Name PT J � g �d °' " '��"�'� t' pine Zip 33/3? (pcip 1 °2174- 4416 -, la,— — Contactor's Address ege51 ice. 2.-O( jrp 9 r/A tl City C/ % Qualifier State Certificate or Registration No. 62_05,32 Certificate of Competency No. Architect/Engineer's Name (if applicable) V IG°l-®rr 1A4 ®UV- l E.s Phone # /..c 3 Y-/(/ Square Footage Of Work: 2D Type of Work: []Addition [Alteration []New 0 Repair/Replace [] Demolition Describe Work: Kt' e—C, • $ Value of Work For this Permit 1000 * * * * * * ** * * * ** * * *** * * *** * * xgees ,* * * * * * ** * * ** * * ** ** * #** * ** * * *f* Submittal Fee $ Permit Fee $ VD ----- CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address A. 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 A147+IDAVIT: 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 Owner or Agent The foregoing instrument was acknowledged before me this 7 The foregoing instrument was acknowledged before me this day of /int( 20 b �b > Y day of Ee` 20 ®j®, by who is personally known to me or who has produced AM jE) who is personally own to me or who has produced As identification and who did take an oath. as identiflKon an4mlytimiiiMike an oath. M COMMISSION .L D 110743 EXPIRES: Contractor NOTARY PUBLIC: Sign: Print: Lb, S My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Lf' ti r4 % LOIS E. UNDLEY *IIIVDOMMISSISIN -�� - EXPIRES: Deoember 15, 008 Bonded Thru Mary Publio U ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * +*********************** y* * * * ** * * * * * * * * * * * * * * * * ** * * * * *** // i c, PIans Examiner Engineer My Commission Expires: APPLICATION APPROVED BY: chc 45/13/03 Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN 'i'LICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBt°: INED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL ITEM TIE UNIT FEE ITEM UNIT SWITCH CUTLETS FEE ITEM SPACE HEATERS UNIT FEE BATH LIGHT CUTLETS CENTRAL HEATING BIDET RECEPTACLES A/C (WIND) DISHWASHER DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) FOUNTAIN SERVICE SIZE IN AWS DUCT WORK DRINKING SERVICE REPAIR /METER CHANGE REFRIGERATION FLOOR DRAIN GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY 1 WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER i MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 hP MECHANICAL VENTILATION SINK, RESIDENCE / MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLCP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW RE1NSP,ECT1ON WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS.TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL 1 SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS 'SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4' TILE/RES. VIOLATION PUP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL _ DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM'. GAS RANGE f METER SET (GAS) GAS PIPIN ^: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 - ' - jaaLL= =8 72 MED BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Permit No. MCCEr- er Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /770 K / iii 4 odeQ tJ Phone # 30-S— 7 T 7 - 792 7 Owner's Address 73 (, 5 / 5 City n2/4m1.. eL s' State Tenant/Lessee Name Zip -3! --?csi Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO 736 it). s4 Contractor's Company Name __ v �! '�� Contractor's Address 40 City State L a Qualifier6 Zip JJ State Certificate or Registration No. (C / , Certificate of Competency No. 4-- Architect/Engineer's Name (if applicable) $ Value of Work For this Fermi Type of Work: ❑Addition Describe Alteration Phone # Square Footage Of Work: ❑New ❑ Re ' air/Replace 0 Demolition tok- 4-3,44,--4 r Submittal Fee $ Permit Fee $ 1 SDI Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ CCF $ CO /CC. Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 All 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 he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Y. Signature Owner or Agent ' Contractor The foregoing instrument was acknowledged before me this Ii The foregoing strument was acknowledged before me this21.11ry -r day of;'' NI it 0 , 206 S-,--by day of n:! 2001 by'lCClrd a who isperso ally known to me or who has produced who is personally known to me or who has produced Wtip • 3.dk'ViAs identification and who did take an oath. NOTAR PUBLIC: C' Sign: A G a LJIA� X. Print: Lc Ys G . 1,. 1,) 0 L. E My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** * oritik Las E. UNDLEY 'x: r MY 16COMMIISSIION # DD 36118851 4 0 4 4 t h a Bonded 'Nu Nota y Public UM:waftem ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 NOTARY PUBLIC: Sign: Print: M My Co as identification and who did take an oath. * * * * * * * ** - he m►_ -,�+ MELISSA HERNANDEZ oitcry Public - State of Florida - „tr.,►„'"°'s Commission # DD 367007 �''',` ,"t `' Bonded By National NotaryAssn. * * * * ** * * * * * * * * * ** * ** * * * * * * * * * * * ** Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/17/2007 Inspector: Perez, JanPierre Owner: MARK THIBODEAU, TIMOTHY BARNUM Job Address: 736 94 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: RB NC INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)905 -5757 Parcel Number 1132060141680 Lot: Phone: (305)216 -7766 Building Department Comments A/C FOR ADDITION JAN 2 2 Mg Passed Inspector Comments N \\:/\\\\\ \\\\ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, January 16, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/2012007 Inspector: Devaney, Michael Owner: MARK THIBODEAU, TIMOTHY BARNUM Job Address: 736 94 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: FSH ELECTRICAL SERVICES Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)905 -5757 Parcel Number 1132060141680 Lot: Phone: 954 - 829 -7192 Building Department Comments ELECTRICAL INSTALLATION Passed Inspector Comments AS PER COPY OF THE PERMIT CARD, INSP. MICHAEL SIGNED THE PERMIT ON 12/20/07 TO CLOSE IT Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, January 30, 2008 Page 1 of 2 yP ' a-tas tz'L .` yo , 4 = � 5 t i :.tfi tli } I N Lsi 3' � } S4liL,y- 4 _laill a: MI wIA likl . � 1r ^¢ 44 � f yi 7y r J r III� 3e. uux::9� 4 FINAL FOR INSPECTIONS CALL 305 -795-2 INSPECTION REQUESTS ARE ACCEPTED DURI HOURS OF 8 :30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. za5 now* sp;11410161Mstes, CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305- 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: '3Q 7' .2204 Fax : 30556.8972 E MED NOV 0 BUILDING PERMIT APPLICATION FBC 2001 Permit No. ELQk aster Permit No. Permit Type (circle): Building (Electrical ' lumbing Mechanical o Roofmg Owner's Name (Fee Simple Titleholder) A v kTitkodea u Phone # 306-- 7Z-? - 79-7 7 Owner's Address 73G N t--( . City V14 I LCe `A» i -SCfLov eg State Ft- Zip 33/ 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO 17 7 A 9y{bs�, Zip 39/...3cr Contractor's Company Name .S Al LL e.� tom'', P ca. (i' ,,N Phone #_ 95 C 7 P Y � 7 7% `Z Contractor's Address 11/2-53 JI/141 J 9, S ° City PP = -° _ State 4 Zip u 33 0 2-4E? Qualifier e�P64//$,4400 /L-1,,7 S' State Certificate or Registration No ER et 0 j LL 7 Certificate of Competency, No V x6-000 2.66 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Moro (Q S Phone # 3os 76-6-- 3 L/ gei Square Footage Of Work: R9a Iiteration []New ❑ Repair/Replace ❑ Demolition 9101^ 4^1alq °y�vlPeat4_. ,o; 011 -c eitriveil Submittal Fee $ Notary $ Scanning $ Code Enforcement $ * * **** * * * * ** * * * *** * * * * * * * * ** Fees* * *** * * * * * * * * * * * * * * * * * * * * ** ** Permit Fee $ �✓� , a' 49 CCF $ CO /CC. Technology Fee $ Radon $ Zoning Bond $ Training/Education Fee $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) 7 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 Abl IDAVIT: 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 XPS Owner or Agent Signature Contractor eel The foregoing instrument was acknowledged before me this ' ' The foregoing instrument was acknowledged before me this 2.5 day of L , 20 "�by M(j- T \e� ,� day of i r' c. , 20 O(®, by Y'i nand 0 IP�"i,� w o is personally known to me or who has produced (i 0 EizJ who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: Sign: _ Print: LO l ' I L NOTARY PUBLIC: Sign: Print: Mttt St My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * ** My Commission Expires: s * * * * * * * * * * * * * * * * * * * * ** rr,, LOIS E. UNDLEY � MY COMMISSION # DD 361861 ?* rk9lrhttei Rif EOM ** ,iti o 'Nu Notary PuiloUrxbrwritets **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY- Chc 05/13/03 * * * * * * * * * * ** its MELISSA HERNANDEZ ANotary Public - State of Florida a�_ Q tldriE i�esOCt28,2008 " Bonded By NotIonal Notary Assn. PIans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLI CATION (AN A£PT,,ICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL CALF MECHANICAL ITEM BATH TU3 UNIT FEE ITEM SWITCH CUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER (MANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS 7 - PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP / UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TAMS LAUNDRY TRAY WATER HEATER / U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 If STEAM BOILERS SHOWER MOTORS OVER 1- 3 FP / HOT WATER BOILERS SINK, POT /3 COMP. MJTCRS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REI1NSP,ECT1ON WATER SUPPLY TO: AIR. CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS' TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS .'SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES^ SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON::.SEPriTIC TANK -.- ., REINFECTION SOAKAGE PIT CU. FT. AN P;;t3N' I CATCH BASIN ,2, -5u.Z P ee.- 2_ DISCHARGE WELL DOMESTIC WELL AREA GRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE I 1 POOL PIPING LAWN SPRINKLER SYSTEW`. GAS RANGE DETER SET (GAS) GAS PIPING I BUILDING PERMIT APPLICATION =� -- FBC 2001 Miami Shores Village Building Department 10050 N.E.2n ne,_ hares Florida 33138 Tel: (30) 7 ,m lyi, (3 3 7 6.8972 iA:J Permit Type (circle): Building Permit No. �O aster Permit No.. _ )SC)3 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ' ' 1� i/. ' Phone # ! ' S S 5 9 Owner's Address �� ' G �'--� City /1.11 t n /ImAtS State r Tenant/Lessee Name 355 �% Sk Phone # 5 � Zip Job Address (where the work is being done) /) T" City Miami Shores Villa e County Miami -Dade Zip 17? ` 3 Is Building Historically Designated YES NO Contractor's Company Name 0 4-1 1.2 t O — Pc fLitv'ti Z L ' ‹j Phone # 3o 5 ,D-40 S 3 Contractor's Address (,. 3 S t . _) /D_ y 7 WI . State Zip 33 (' L Qualifier :23 E ('t �Ci ✓►-a! 0 State Certificate or Registration No.E C, /3 bO /5 g Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # City t $ Value of Work For this Permit f Square Footage Of Work: Type of Work: ['Addition ['Alteration ['New ° ..Re air/Re lace p p ❑ Demolition Describe Work: 0 AV 4=3tsN c f ` D t//s -- t C71-1 t ( R c, ft. ZJ / C (`� * ** ** * * *** * * *** * * * ** * ** * * * *, Fees ** ** ** * * * * * * *** * * * * * ** ** * * * * ** Submittal Fee $ 4 Permit Fee $ Are ' CP e" CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this f C The fore oing instrument was acknowledged before me this day of . 2 20 �, by J 1 W a & ea ram day of N 20 by jabe who is personally known to me or who has produced.1 who is personally known to me or who has produced ti1}catio . • Mt e an oath. NOTARY PUBLIC: r . • Co mission #DD230984 NOTARY PUB IC: Sign: ` 01 . ri�� Sign: Print: is Botsdttta .` Print: My Commission E es: My Co * * * * * * * * * * * * * * * * * * ** * * * * * * * ** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** as identification and who did take an oath. ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY Chc 45113/03 NO ` . uc. i yM� - s- ,ifs. ���t� �ry7, ' un.� TFrUA an ��" 2009 * * * * * * * * ** * * * * * * * * * *** nler4 *Zad * * ** **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning AED "E+1DUM TO BUILDING PERMIT APPLICATION (AN AFLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE (ROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 If HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 hP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 FP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP F IRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 If VIOLATION INDIRECT WASTES A/C WINDOW RE INSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMAERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS .SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY-WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP S. ABANDON-SEPTIC TANK RE INSPECTION SOAKAGE PIT CU. FT. CATCH BASIN W DISCHARGE WELL DOMESTIC WELL t Jet... 6 fN. vii".", t v E / r 0 AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE . POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING. Inspection Date: 12/20/2007 Inspector: Devaney, Michael Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: MARK THIBODEAU, TIMOTHY BARNUM Job Address: 736 94 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: OLIVER PERRY ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)905 -5757 Parcel Number 1132060141680 Lot: Building Department Comments UNDERGROUND ELECTRIC SERVICE FOR ADDITION Passed Inspector Comments CC A/`' Nods �° ® �"���' C4aP d',,,>°- # oz `v`- — d/ip �® �e s ;� eip ri 4# 7 4 A Failed Correction Needed�z� Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, December 19, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/25/2008 Inspector: Grande, Claudio Owner: MARK THIBODEAU, TIMOTHY BARNUM Job Address: 736 94 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor. GABLES GROVE CONSTRUCTION Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Phone Number (305)905 -5757 Parcel Number 1132060141680 Block: Lot: Phone: (305)667 -7700 Building Department Comments KITCHEN REMODELING AND NEW CONSTRUCTION Passed Failed Inspector Comments cc Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. eeo PEST CONTROL O FUMIGATION NOTICE O INSPECTION NOTICE o TREATMENT NOTICE Name of Licensee: Orkin Exterminating Company, Inc. Street Address 7 % a.J` /Ll-l�Q�1.Z �T City, State, Zip. 02/#h% i' � n'1.?/6f0 Telephone. AC '--' 7 ?(/ Fumigation. Date Work Completed. Fumigant Used Target Pest. Inspection / Treatment Date Inspected: Date Treated: Pesticide Used DP' Target Pest. ____ //7 ;71 1 DO NOT REMOVE THIS TAG 216156 Rev. 02/02 Friday, January 25, 2008 Page 1 of 2 Customer Name //' a C Service Address Account Number Initial Treatment Service Covered Thru: TERMITE SERVICE REPORT Activity: ® Yes ❑ No # of Stations 11. Service M. Materials Used Product # (From Key) C] thitial Treatment ❑ Retreatment I] Service Call (No Treatment) C): (Utilize Product Information Key that includes EPA Reg # and Active In Amount Applied Dilution % Product 0) E) F) IV. Conducive Conditions It is important for you to know that certain conditions in and around your home can contribute a = + anisms and can'ttierefore compromise the effectiveness of Orkin's treatment. It is very important that you remedy the Conducive Conditions noted below. If you fail to o so, it may in some cases,` jeopardize your agreement moreover, it ., is probable that your home will experience future termite activity and damage, and retreatment by Orkin may of solve the termite problem. This report DOES NOT INCLUDE MOLD or sny mold -like conditions. Mold is generally not a wood destroying organism and is outside the scope of th s report. If you wish your property to be inspected' for mold or mold- like' conditions, please contact the appropriate mold professional. Please notify us in writing when you have corrected the Conducive Conditions. We identified the following Conducive i Condition(s): ❑ Soil above Sill ❑ Roof Leaks ® Cellulose material stored in crawl area ❑ Excessive Interior Moisture Reins e� I] Bait Monito � g ®i p hg "" [Annual Bait Reinspection A back for completion of this section.) nation ' tiDilution % *Vim U Cellulose material in contact with ground U Improper Ventilation U Excessive Exterior Moisture U Excessive Moisture in Cr? I LI Exterior Insulation Finis ❑ Siding/Stucco in contact with' ground O, Treatment disturbed stem (EIFS) ® Other argraniatillEFIUMIraffrArA Figairiritin176011111111111111 ardumannomo ono amomouraina V. Inspection A) Performed on (Date): States where applicable: Wind Direction Wind Velocity iperaeQ Humidity Time on job Target Pest B) Activity Found: ❑Yes 0No C) Retreatment Scheduled Date (if needed): D) Customer Home: p Yes ® No Customer Signature Orkin Representative VI Treatment Thank you for choosing Orkin * I understand that additions, or modifications to or around the structure can disturb the temiiticide treatment and may require additional inspection .= nd treatment. The location of these areas are: * This work has been performed to my satisfaction Warn! g-- Pesticides can be ha Forty ote in rmation contact Orki l-- Orkin Representative = Full Name 882002 Rev 4107 ignature. Children and pets away from pesticide applications until dry, dissipated or aerated. License # at 1- 800 - 800 -6754. Orkin Street Address: City /State/Zip: CA # (If applicable) /164"-Ai '6 i Branch Phone #: Product 1 Premise 75 2 Premise DS SC 3 - Premise 2 4 Premise Granules 5 Premise Pre - Construction Termidor SC ... Termidor 80.WG 8 Bora- Care. Tlm -bor Recruit IV Recruit AG 10 11 12.. 13 14 15 23 24 25 26 27 28 29 30 Recruit* IV A9 Firstline GT Plus Firstline AG ValueLine Bifenthrin TC Blo- Blast Talstar Optiguard Phantom Labyrinth Cy -kick Optigard ZT Zyrox Monitor Stations Bait Stations Vents Bathtraps Polyethylene: Manufacturer Bayer Bayer Bayer Bayer Product Information Page EPA Reg# 3125-456 3125-497 3125-4521 - 432 -1385 Active,Ingrediient. lmldaoloprid Imidacloprid Imidacloprid:'` lmidacloprli 432 -1331 Imldacloprid Fiproi Fipro DisodiumOctaborate Tetrahydrate Disodiurn Octaborate Tetrahydrate Noviflumuron BASF 7969 -210 BASF 7969 -209 Nisus 64405 -1 NistiS 64405 -08 Dow AgroSciences 62719 -453 Dow AgroSciences 62749 -27Q Hexaflumuron Dow AgroSoienoda 62719 -454 Noviflumiiron FMC 279 -3196 75.00% 5.65% 21.4 %. 0.5% FMQ FMC EcoSciences FMC Syngenta BASF Extern Sulfluramid 279-3153 Sufuramid; - 279 -NY-I 64296 -4 279 -3206 100 -E11P -110 241 -EUP -141 68850 -2 Whitmire Micro-Gen 499 -470 Syngenta 100 -1170 Syngenta Bifenthrin Metarhizium Anisopilaa Bifenthrin Thiamethoxam Chlorfenapyr Diflubenzuron .. Cyfluthrin. Thiamethoxam Lufenuron 21.4% 9.10 %. 80.00% 40.00% 98.00% 0.5% 0.50% 0.5% 0.01% 0.01% 79% 50.00% 7.90% 25.0% 21.44 %. 0.25% 0.1 %;;; '21.6% .15% Precautionary Statements * Accessible and Inaccessible Crawl Space Construction - Turn off the air circulation system of the structure until application has been completed and all termiticide has been absorbed into the soil. * All leaks resulting in the deposition of termiticide in location other than those prescribed on the label must be cleaned up prior to leaving the ".application site. Do not allow people or pets to contact contaminated areas or to reoccupy the contaminated area of the structure until the clean up is. completed. * When treating plenums, turn off the air circulation..aystem Of the structure until application has . been completed and all termiticide has been absorbed by the soil. * After treatment, plug and fill all holes drilled in concrete slab areas of the building with a suitable sealant. Plugs must be of a non - cellulose material or covered by an irribenribus, non- cellulose: material. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/05/2008 Inspector: Grande, Claudio Owner: MARK THIBODEAU, TIMOTHY BARNUM Job Address: 736 94 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: GABLES GROVE CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number (305)905 -5757 Parcel Number 1132060141680 Lot: Phone: (305)667 -7700 Building Department Comments KITCHEN REMODELING AND NEW CONSTRUCTION FEB 0 5 2000 Passed Inspector Comments CC pL 'c96 �0i0 _ 4(09 tLao- "3 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, February 4, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/25/2008 Inspector: Grande, Claudio Owner: MARK THIBODEAU, TIMOTHY BARNUM Job Address: 736 94 Street NE Miami Shores Village, FL 33138 -2304 Project: <NONE> Contractor: GABLES GROVE CONSTRUCTION Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number (305)905 -5757 Parcel Number 1132060141680 Lot: Phone: (305)667 -7700 Building Department Comments KITCHEN REMODELING AND NEW CONSTRUCTION e4i 1 4/ a Passe fr 61' Inspector Comments cc AND DAVID DAQUISTO M Failed Correction • Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 25, 2008 Page 1 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE „ Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name TIMOTHY DARNUM Policy Number A2. Building. Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 736 N.E. 94 STREET Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 11 AND THE EAST 1/2 OF LOT 12, BLOCK 65, MIAMI SHORES SECTION NO.3 MIAMI -DADE ((# 0109 -14 ) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25 °51'42.1" Long. 80 °10'57.7" Horizontal Datum: 0 NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number $ A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or encosure(s) 1.803 sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 11 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 1 980 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025 C 0093 J 7 -17 -95 3-02 -94 X - - - - B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile e FIRM ❑ Community Determined ❑ Other (Describe) 811. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes 0 No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* e Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized N-800 Vertical Datum NGVD Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor) b) c) d) e) f) 9) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Check the measurement used. 9.98 0 feet ❑ meters (Puerto Rico only) 11.78 ►. feet ❑ meters (Puerto Rico only) N /A. ❑ feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) 10.48 0 feet ❑ meters (Puerto Rico only) 9.98 1•/ feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifiers Name ERNESTO BELTRAN License Number 4885 Title SURVEYOR AND MAPPER Address 12533 S.W. c! " . TREET Signatu Company Name E. BELTRAN & ASSOCIATES, INC. City MIAMI State FL ZIP Code 33175 tAiki ° Date 1 -03 -2008 Telephone (305) 552 -7450 FEMA Form 81 -31, F:' bruary 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 736 N.E. 94TH STREET For Insurance Company Use: Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2. e) NC UNIT CONCRETE PAD CROWN OF ROAD = 9.83 Ft NGVD ." re Date 1-03 -2008 SECTION E I BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) Check here if attachments For Zones AO and (without BFE), complete items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments rl Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and 09. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for 0 New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: .,❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date Cl Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 736 N.E. 94TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 01/01/2008 07:37 PM Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 736 N.E. 94TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." REAR VIEW 01/O1I20N