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WS-06-390Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 03/24/2008 Inspector: Grande, Claudio Owner: SHEAHAN, TERRENCE Job Address: 326 94 Street NE Project: Miami Shores Village, FL Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Contractor: HOME OWNER Phone Number (305)751-4918 Parcel Number 1132060136180 Lot: Building Department Comments REPLACE ALL WINDOWS WITH IMPACT CASEMENT WINDOWS Passed Inspector Comments cc Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Friday, March 21, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 R ._ CE vEf Permit No. 3q star Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleho der) I,e)r r ea. e_ ixe (a. ci. Phone # (30 s) 5 1 - 4.9 Owner's Address City %7 r Gl w. e 5 LA.c) r@State R Zip 3; ( 3 8 Tenant/Lessee Name -�' Phone # 3Z-' N.E 94 SI Job Address (where the work is being done) SQ &4A City Miami Shores Villa ' e County Miami -Dade Is Building Historically Designated YES NO I/ Contractor's Company Name Contractor's Address City State Qualifier wc.e e4-e.Yr S afoo ve_ Phone # Zip Zip State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Phone # 1 Et r coo Type of Work: DAddition DAlteration Describe Work: _Reef lac e EJNew Square Footage Of Work: Repair/Replace [] Demolition at( t ewoeOc.s ( c� . EA.) <tl(.i o ci 1 7 S Submittal Fee $ Notary $ 3 - ****************************Fees****************************** Permit Fee $ �� 0 Scanning $ Training/Education Fee $ Z d 80 Code Enforcement $ CCF $ cE3 40 CO /CC. Technology Fee $ ? . OQ Radon $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ 3C14 . 20 (Continued on opposite side) FED 2 PAID 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 ap..: d and a reinsn fee will be charged Signature Owner or Agent/ _ Contractor The foregoing instrument was aknowlledged before me this 4 The foregoing instrument was acknowledged before me this day od , 26:743, by 1- 1C-K Pr:'''` , 20 by , who is personally known to me or who has produced 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 PUBLIC: Sign: Print: NOTAR Sign: Print: My Commis on Expires: My Commission Expires: * * ** * * *** * * *** * ** ** * * * * *,, * * * * * * * * * * * ** * * *, * *, * * * * ** *, ** , * *, * * *, , * * ** , * * * * *, * * *** * * ** * * * * * * * *** *** * * ** APPLICATION APPROVED BY: PIans Examiner Engineer Zoning chc 05 /13/03 'W-dtiVED FE Miami Shores Building Department Product Approval Schedule / Comparison Chart Address ' ZG Opening Description of Window Product Acceptance Product Approval ID or Door or Mullion Number Design Pressure ( +) PSF ( -) PSF U-) r."t Q3.0017' . 04 +ss.0 -SS. O Z ndoLAJ 03. OblZ.04 f 0 --56.0 3 Window CO3. 06 lz . 04 443.2. -43.Z 4 Wrr dow 03.0612.04 -143.2. -43.z S nd®Lk, 03.6612. 04 t s5.0 .D - Wince Q3.0612. 04. 55.0 -5a.0 `l Lei c .0612.. b4 +4.a.2. c ind®w 03.Ob1Z. 04- tss.O - E 0 .32..314 $ &'k .71 Lu1nclow 03. p61Z.04 +43.Z -43.2 -31 X.0'/4 LO r 1 1 lO i nd0w 12, W t r- d0(A., 03.0612 . c4 +43.2. -43 .Z DOC, r d 1 .0-72.4 .8. 14 tridlOw 04- CE2.8.03 t-50.0-100.0 LU i r) d ow 03.061Z. 04 is-M.0 55.0 L.L.) t r-rdow 03. Obi Z . 04 i-ss.o -ss •o •• •• • • • • • • • Opening Design Rough Opening Pressure Size ( +) PSF ( -) PSF (JQ `-mot p • • • • • Shutter Required Yes / No 3418 x.53% INK) .31.114 xso' /4, NO 37 X5011 4 NO x s011-4- NO 31'/4 XV.,114 NO 34 x.'/4 NO x s® 14 03.0612 .04 - ±as.0 -ss O .'12X8® .21154 - x sti 31 X 501 / 4 tp.x &1 4`1 X34. NO NO • Mullion Required Yes / No •• • lc r •• • • Impact •oyes /Ao • • •• • • • • Yes yes Yes yes YES NO Yes UJ Ind ow b3.ObIZ .04 Fss.o 31 X 37414 S3X35'fS a1 1/4 x '14 NO N N Cwt row O3. Obl2.04 4x5.0 - s5•0 t� i r1C.1kw frld. L�,ii rc1 1J 1 rdc LUtrcLa.l' LUI riclow 03 .Ob(Z. 04 +ss.o - ss.o 03. OblZ 04- tss -o- 55.o 03.0b12.04 tss.o -ss.o 1 r� X5°'14 x6'14 34 X c`/4 . NO NO NO NO NO Yes 'tom YeS Yes s yes yes NO BIN as. NO yes 03.0(o1Z.04 >~Ss.0 -s6.o Cam.. OED 1Z. 04 +43.2 - 43.2.0 Q3.0(412.04 --55.o -56.0 03. O61Z. 04 +ss.o -ss -0. 03.0(0 12.- 04- 443.2.- 4 &.2 Wiz it as .31-3/4 x. O' /4 Xas. 24 as 31 Xsold,* NO ND yes YeS NO 32 b N. t . 914 +" 54-re_e_A_ s 50'4 2 I 7' e_ 0 44 1S 14 44%4,5 roe vA k16kov. x seht` L; Vt1A, YOOvw C. 3 • • • •••• •••• • • • • • • • • • . • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • •••• • •a• •' �x 5CI life • • • • • • roo vv., • /. • �.. • • • • 15ec vooty. y . • • •• ••• .• i• IN, • •Q'h. • . •• • 3,Ito-.31fa•• • • • • • • ••• •• 01054.1A-v-e• 3 tckss n01.04 Siect" Vs 31'+ x So', „” 20' • 11 it) ckeor a[( ©pev Z K3s a,r� wiv,otows t,«le-$' s(Jec(c. eG( 0.5 (doo r 1 71 • ?i�� U l;t / g x : u ;w 1 (o 50 '/4 = 3 32A r ?8 (see, be -1. 1I 5 3 >' 38'4 • 1 w 5.4 3 ;.v s 1 : Ec LR -4. 39 ► C�°"" �4 x 35 = 1 3 3 h 38 F bad -k vt•; t tts(c.ss) 36 k50'.4, • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• 32k, M 9 44, TKeT e-T A o_E_x • • • •. •. •. • • • • • • .• • .. • • • .: • • ••• ••▪ • • • •• • • • • • •. • • .. • •• • • • •• ••• •• . • . • • • • • •• • • • • • ••• •• M IA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO)' PRODUCT CONTROL DIVISION WAD 3q0 • • ••• •• •• • • • • • • • • • ••• • • ••. (305) 3 NOTICE OF ACCEPTANCE (NOA) Florida Window Systems 7040 NW 77 Terrace Medley, FL 33166 1.L ��, rir iiPs 313 .• • • • oak_ .,, •• • ••••••• .• • • • •.• • , • • •• • • • • • • •• • • •••••••• • •••.••• SCOPE: u < 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 (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this prods .qtr „material fails to perform in the accepted manner, the manufacturer will incur the expense of such and the AHJ may immediately revoke, modify, or suspend the use of such product or material within then �unadiett6n. 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: Aluminum mm Casement Window APPROVAL DOCUMENT: Drawing No. W03.36, titled "Aluminum Casement Window (Impact) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, datea,5/28103, with revision date 8/26/03, signed and sealed by Humayoun Farooq, P.E., bearing the M iami=Dade'(l u'nt ' tiduct'Control'Approval stamp with the Notice of Acceptance number and approval date by the Miami .-Dade'Ciounty Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Inmpact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product ContrOltA ",'Iiinless otherwise noted herein. RENEWAL of t i NOA snail be considered r a c `` ed'and-there has been no change in the applicable building code negatively air r on t;eiof`t tpxodnct. 1 ;r the. e. •e. e' of sE r trti' �« , ,,i TERMINATION of this NOA will occuraftea then as on • t lr,ere been a revision or change in the materials, use, and/or manufacture of the product or process t ' of this NA as an endorsement of any product, for sales, advertising or any other purposes shall lautomatic ,ly 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 bydhe'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. ;ow INSPECTION: A copy of this entire NOA shaft;be. r�� �, e0y>t nnfacturer or its distributors and shall be available for inspection at the job site at Ah eque pf 4 l gi (facial. This NOA consists of this page 1 as well as approval ( ned v The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0612.04 ail Inc um"' At” kationDate: September 18, 2008 ,i1 ici onrrol Apps c,ved" rm► Pp�val Date. September 18, 2003 ',ter a renewal application has been .. 1 ,iffe-clitig_trler. of this p. r 'cs »a ataon f tr, or if the;, ha4 Florida Window Systems ••• • • • • • • ••• • • NOTICE OF ACCEPTANCE (For File A. DRAWINGS B. • • • • • • • • •• • • • ••• • •• • • • • • • • • • • • • • • • ••• ENCd $U�'1NIITTIY •; • •• • • • • • • •• •••• • • • • • • 1.,.• • •• ••• •• • "'i • • • • • • • „• • • • •• • 1. Manufacturer's die drawings : . • ` • • • • • • • • • • • 2. Drawing No. W03-36, tltxed Ally C meat indoNO' (Ifipactr, stfeett 1 through 5 of 5, prepared by Al Farooq Corporation, dated 5/28/03, signed and sealed by Humayoun Farooq, P.E. TESTS 1. Test reports on 1) Air Infiltration Test,. per FBC, TAS 202 -94 2) Uniform Static Air PresSut'eLt,* Loading per FBC, TAS 202 -94. 3) Water Resistance Test,'-per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind ndkLp FBC, TAS 203 -94 along. with marked-up drawings and �tallatio of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-175214arriti .; ( .signed and sealed by Rafael Droz, P.E. 3. Test reports on 1) Air i'l,i'?agi.-fgQ2,94. ;..... 2) Uniform. Static ir,P sure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test MO and., sealed by Rafael Droz, P.E. 4. : ;, _ Tt c,,: 201 -94 FBG :TAS 203 -94 ien i iagram of an aluminum ti i./ i. A %Yle - Report No. HETI- 0271230411445t2 Test reports on 1) Large Missik p 2) Cyclic Wxdss along with marked -up drawings and f i?>tiit.ce • casement vinyl window, prep _ , ane En ' g & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static4Aessmn Tpst, Loading per FBC, TAS 202 -94 3) Water R4 202 -94 along with marked -up dra.g casement vinyl window, } Report No. HETI -02- 123 -5, atic ,_c le an aluminum kgineettga Testing, Inc. Test arcliseaied by°Rafael Droz, P.E. . u ti ; ;._' ,:i`6 /2 "; `J2,, signed 'anf: Theodore Berman, PE. ,l i s:, ile-impact TestUuty3or, Product Control Division ad i res,ure l..oadang c.> 'T1 :, ! NOA No 03- 061104 iog Date: September 18, 2008 �A ing d inst Nation c "r`o�al Date 18 2003 In.,arecl*bItiltrric ne-l4ntrineeoT; ,„:September ' A.. v . '.:,6 Test, Florida Window Systems NOTICE OF ACCEPTANCE: F (For File OW- 6. Test reports on 1) Large PB •••• .. • 2) Cyclic Wind goofiiiAaa-Org: -TA:S=44: 4: along with marked-up drawings and inStallition diambfan vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1703 dated 7/9/02, signed and sealed by Rafael Droz, P.E. 7. Test reports on 1) Air Infibration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance TeStlporFBC;TAS 202-94 along with marked-up drawints-404SAllun'ciiagram of an aluminum casement vinyl window, prepared by HinrioneBlianeering &Testing, Inc. Test Report No. HETI-02-1234 dated 7/3/02, signed and sealed by Rafael Droz, P.E. 8. 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 4nd ingallatimA &gram of an aluminum casement vinyl window, prepared pygnilicmetVaincging4 Testing, Inc. Test Report No. HETT-02-1702 dated 7/8/02, signed and sealed.by Rafael Droz, P.E. le.lropactaest.per IBC, TA3 C. CALCULATIONS 'id Pitssuid La:1'Q; pc r Fli 1. Anchor Calculations, E1 Anchor by Al Farooq Corporation, dated 5/28/03, signed and sealed by Humayoun Farooq, P.E. • • • • • • • • •• • • •0 • • • • 0.41 00 ClESURMITET/ • •• • • • . • • • • • D. MATERIAL CERTIFICATIONS , 1. Notice of Acceptance No.„09,4424.scktctplasslam NOT, Inc. for "Safety- Plus Laminated Glass" date1j RGW(tes.firpipm9:49,4113i,,,_ 2. Notice of Acceptance No., 0144(AniartnpciteASOntia,41%c for "Saflex/Keepsafe Maximum" dated 5/17/01, elf.14aptilpging-i, Tes/. , ffdFfl 171:7 E. STATEMENTS - I 1. Statement letter of conformance, dated 5/27/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no rat41014 iptAw.6,04s4..spp, signed and sealed by Humayoun Farooq, -RE-,7,-,%02, signed and sealeckby Rai aet F. OTHER 4,77; 1. Letter from the consultalltisOggA4IpwpOst.kip 9cruplianece, with the Florida Building Code p) „, .1 ,„,t ,e, , • 24. Led 9/21/00,-e lung on 9 Wu— . Theodore Berman, ER 01;0205;02iisueaTteROMrgetoz.Produet ;5 i 31-71.0n expiring NOA612.4 Expfration • , Approval Date: September 18,2003 E - 2 „ritqr4st, dJ 5/27./:; • •••■ •• • , •• • •• , • • • • • 1•t'tt•2•ANCHORS AT EACH SEE �W ILET 2 SURFACE APPLES• •FALSE HUMANS OPTIONAL • LOCATION OF • DOEWBANCHORS • • • • 13 1/2" MAX. • HEAD /SILL • AA AA 8" F• S" MAX. TM. HEAD/SU. CORNERS • • • • •••• >J S5 PSSAf' S. t�•: 1 1 •• • • i r II ••• • •• • 1S• •••• •••l•/ I ! II 11•• • •i• Y'• I B, lip\ I _ \ I 1 3 15/151 0.L OPG 38 7/8'_S ALUMINUM CASEMENT WINDOW (IMPACT) DESIGN WAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. WINDOWS GLAZED WITH L.AMINATED:GIASS RATED F)R LARGE • MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. VENT WIOTFi+T +r: ' 3. 74" YAND. NDOW WIDTH UNrr- SUCONE • < CIE DOW COMING 4000 995 VIVO 9951,; GE ,.: I: : • • • • Ill • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY,- PM FOR ( X ) SIZES , • •••• WINDOW isms. • • 0T555 TYPES 'Al'. 84 'AR' . GLASS TYPE lir • 9/10TH 148914 • • ea. (+) 1NT. (-), EXT. (+) 'Nu. (-) 19-1/8' 26-1/2' • .37 , • 28' (3). •• 55.0 • :Fipo: 78.0 • no 55.0 55.0 76.0 80.0 • 00.0 iA0 75.0 80.0 419-1/8' A-1/2" 37* • • • • 38-3/8" •404. • 55.0 • 5310, • 75.0 60.0 • 55.0 • iro. 78.0 80.0 • • 55,0 56.0 • 75.0 60.0 0C-1/13* 29-1/2* • 07" ' 50-5/6" CV• • 55.0 . 111.0. 75.0 80.0 552 • 1510 • 75.0 80.0 • WA • NIO • 75.0 80.0 19-1/8" 26-1/2" • •37' • • ers, GW)9 • • 45.5 45.5 73.0 80.0 8 8 34.0 OA.. 75.0 80.0 8 - _ • - • 75.0 80.0 19-1/8' 28-1/2' 714114 (8) • • 27.13 27.5 75.0 80.0 - - OSA 85.8 18' 24' 30' 36' 24' (3) 55.0 55.0 • , 75.0 80.0 55.0 55.0 76.0 80.0 55.0 85.0 75.0 • 80.0 85.0 * 65.0 - • 7840 80.0 18" 24' 30' 35* air (3) 55.0 :55Q :15.0 80.0 55.0 • 65.0 75.0 80.0 55.0 ' 65.0 6755 80.0 85.0 , MO 87940 • 80.0 ' 18' 24' i 30". 38" 48' (4) •s MA 85i6. 554130 , am 55.0 "5111SEM M11:32111g123,11,4-4010 MO 80.0 85A, 55A• linin111111 : 57520 E - ?80.0 1 18' - 1 24' ' 4 #8' • 36' -. ' scr (a) 55A: 1.12/4111111MINII ; .434 i I 52510 'seal) ...-8110 43.2 35.9. Eimil, arco , .5emo - 1111112111111 -. sato 65.0 10" ' 24" - ...".. • ., 72 (8) 32.0, 132.0 , .80.0 24.5 24.5 • I 11H11 550.0 - 111111511111111rMin ,'• 580 ) NO. OF ANCHORS 55 55.0 ! • 55.c • 55:: r 43 • = • 45.0 50.1 =75.3 ■;.;: 51 .! 331# 36.o- • J.- 75:0 85.0 75.04. 05,10-C St 58.0 = 50.0 -, - :" • : 802 .4.; • DESIGN LOAD CAPACITY - PSI' 202 ( xx ) SIZES TWO, DIMS. ONBOINYORCED CENTER POST REINFORCED CENTER POST I ANCHOR AT EACH SIDE OF IMPOST I ANCHOR AT EACH SIDE OF 05'087 a ANCHOR AT EACH SIDE OF IMPOST GLASS TYPES 'At' & 'Ar GLASS TYPE Ill' GLASS TYPE '51' GLASS TYPE 111' WIDTH HEIGHT EXT. (+) TNT. (-) EAT. (+) INT. (-) EXT. (+) INT. (-) EXT. (4) INT. (-) 28-1/2' 37" 53-1/8" 74r 26' (3) 65.0 50.0 75.0 60.0 7110 60.0 75.0 80.0 65.0 55.0 76.0 80.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 50.0 75.0 80.0 75.0 80.0 65.0 55.0 76A 80.0 75.0 80.0 78.0 80.0 26-1/2' 37" 53-1/8' 74" 38-3/5" (4) 88.0 SIO 76A 60.0 75.0 80.0 75.0 80.0 510 85.0 75.0 80.0 73.0 80.0 75.0 80.0 56.0 65.0 76.0 80.0 75.0 80.0 76.0 80.0 85.0 55.0 78.0 80.0 75.0 80.0 75.0 80.0 28-1/2" 37" 53-1/8' 74" 80-5/8" (5) . 55.0 55.0 75.0 80.0 78.0 80.0 78.0 80.0 053 55.0 75.0 80.0 75.0 80.0 76.0 80.0 55.0 . 55.0 75.0 80.0 75.0 80.0 75.0 80.0 54.7 54.7 73.1 73.1 75.0 80.0 75.0 110.0 26-1/2' 37" 53-1/8' 74" ' 63" (5) 55.0 65.0 75.0 80.0 75.0 80.0 75.0 80.0 47.0 .47.0 73.0 80.0 75.0 80.0 75.0 80.0 34.0 34.0 OSA Wm 75.0 80.0 ;75.0 80.0 - - 52.8 82.8 87.5 07•13 :- 75.0 90.0 26-1/2' 37" 53-1/8* . .. 74-mif4" i 4-' 39.2,...,1 39.2 76.0 _ 79.0 70.0 X,: ; 28.4 57.2 57.2 75.0 -. 40.9 ; , :: 40.9 55.7 * 24' 35' 4a Or : c MI.: 60.0 75.0 , --,- 50.0 ' 75.0 ' KC. : ',: ,. 50.0 .• - ; 0 , 65.051 55.0 755 -'.4 00.0., ,-5 _ : 75.0 650./ '..."4 - i 7i4r;";.;,::• 80.0 .. O5825 .(.. 55.0 75.0 : 1:18.01,,t 78.0 :50.0 i- -,...;.: •.:..;:' 45.0: ..80.0 • ; -Al 55.16.0 55.0 75.0 .."' .0 ;.::, ';•" 75.0 . ' O iOn...-. .: 5i0 - •-',7 72" 24' 36" 48* ,. 50.0' .4 :1.0 5545.0 55260 . 55.0 55.0 - 75.0 . 75.0 I 5?, .A0: r:-'0, - : 5. - 70 j1 75.0 fl ; f i,•?> ...::89.o'*(±? . -;,,,i,- 1: .' , ,80.0 - • ...,.., 80.0 ; S1. r'-it 55.06,0 56.05.0 1: MO 560 85.0 58.0 . 76.0 76.0 76.0 .:. : , G> . • 5r:75.0 -;; , 50 750 : 44,0f!' 600e ;V ... :•- ,.mu 750 ' ' t', :-: 50.0 " : 800 ai 80 72" To ,. 58.55.0 66.0 76.0! .,04'-'J 75.0 80.0'. J; ... ;-...., '70.' • WA 24" 36., 461" 60' 72" .t) :•-• . 55.125.0 55.0 75.0 . 1--7-Alu,sa... .; no ,-.10 1, , 30.0,0.1 65.0 75.0 i recto , 1. , - ; 75.0 5093)f!--.•;.',.;;.:.::/3...':F.#0,;;,.:-."!. 80.0 .•., • p 1 :' 1 55.05.0 ..:' 65.0 75.0 4 ; 802 ' . r.:1•-_,72.0 86.41-1:';' AV:.: ..p: : 80.0 I 55.06,:. 55.0 75,0J 1. 180.0. ; . 75.0 80,0%'4:;!' :'. 00.0 ' €...1.0 • 68.05.1 55.0 76.0 I. ', 50.0 ! 75.0 80.0:, ,„'irl„-:::: : ' 80.0 24" 38' - 48" so" 72" 80.0 55.0'l. 55.0S 56.0 55.0 76.0 75.0 i ::80,O' . „180.0 1. 75.0 75.0 60e:4/.;'.... ; 80.0;,.?:::,,• \ It.,7P;1 Boll i) f.; ):. - ' : 43.2,1 43.2 73.0 . '',I76.5, : 75.0 49.9f. ..:"‘. ... %:'..i.:,78.0 60.0 •, 35.9 36.9 04.4 404.4'. 75.0 60.0: ;-;';;-.78.0 . 80.0 : - - 57.5 187.5 73.5 715: '':: ' 75.0 80.0 24" 36' 48° 80" " - 0 92" (8) - 47.4 47.4 75.0 , - 80.0 75.0 80.0:..-- ".., 75.0 80.0 .• 32.0 - 32.0 84.5 ,: 84.5 75.0 80.0',.., 80.0 24.5 24.5 49.3 49.3 75.0 77.2; 75.0 80.0 - - 40.5 40.5 65.0 03.0 86.0 88.0 ( ) NO. OF ANCHORS PER JAMB SEE SHEET' 1 FOR DESCRIPTION OF GLASS TYPES Engn DR. NUMATOUN FAR000 sTRUCTORES FLA.PE 318057 C,9, N. 3038 AUG 2 7 2003 I drawing no. W03-36 sheet 2 of 5 • • • • • ••• 1111•0 • • • • • • • • • • • •••• • • • ANCHORS • • 1BY OR 2BY SEE ID% ACING • • WOOD BUCK • • • • : 4 " • • METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL .• Fy KS MIN. ALUMINUM : 0083-TB MEL WOOD BUCKS NOT BY FLORIDA WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ••• • • • • • • TYPICAL NCHORS; SEE ELEV. FOR SPACING 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY - 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3/18" TENS OR SELF ORIWNO SCREWS INTO METAL STRUCTURES (1/8° MIN. THICKNESS) (1/4" MAX. SHIM SPACE) .#1O SMS OR SELF DRILLING SCRUM INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) • MUM MI', .M • •,, . • :•;:•7• , ' EALL FRAME AND VENT COIWERS;AND,O4STALLATION scRgwv..- 'SEALED WITH CLEAR/ALUMINUM LbRD:•.SEALAIfT :Et for DR. HUMAYOUN FAR000 FLA. PE 16557 CAN. M..V • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 25Y WOOD BUCK .‘.1JG 2 7 2003 (sheet of 5) CPE • • • • • • .• • •••• •••111 •• • • •••• • • •••■ •• •••• • • TYPICAL ANCHORS • SEE ELEV. ••• o• •••• • •••4•• •••• •• ,••1 I gg • • • •• • • - • • • • • • a•- • • ir • • ' r gfg • •• • • • • • - • • • • • •••••• • • • • • • • • • tAilx 5/a- x r LONG MN BARS, 2/ VENT • • ISM! FROM TOP & BOTTOM ••••• S preNED W/ (2) #13 X 1* FH PAS 1/4' SHIM MAX. • •• SCREEN ITEM PAST # QUANTITY DESCRIPTION MATERIAL MANIE/SUPPLIER/REMARES 1 PAS-009 4 FRAME ' 6083-78 - 2 PAS-01j 4 VENT 6083-TB - 3 ma—oto I CENTER POST 6003-713 - 4 TWO-009 AS ROW. GLAZING BEAD 9653-T5 - 5 - AS ROM FRAME ASSEMBLY SCREWS ST. slim. #10 x 3/4' PH SMS S — AS RECD. VENT ASSEMBLY SCREWS ST. STEEL #10 X 1-1/2' PH SMS 7 E102 • AS REGD. FRAME WEATHERSTRIPPING (.078 X .300) MIL ULTRAFAB 8 . E208 AS DECO. VENT WEATHERSTRIPPING (.187 X .350) • VW ULTRAT'AB 9 34,12,00,100 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL mum ATTACHED W/ (3) fEl X 3/8' SS WS 10 30085 2/ VENT MEN TYPE FACE MOUNT LOCK STEEL TRICK AT 12" FROM TOP AND BOTTOM 11 21287 2/ VENT LOCK KEEPERS, AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) #10 X vr 52 5145 12 40008 1 ROT* OPERATOR STEEL TRUTH, ATTACHED WI (4) #8 X 3/a• SS SMS 13 - - .057 THICK CORNER KEY ST. STEM. 1-1/2' X 1-1/2' X 1/2' 14 - 2/ 1.905 LOCK INSTALLATION SCREWS - #12 X 1/2' PH SMS DADE COUNTY APPR'D MULLION SEE SEPARATE NOA • TYPICAL ANCHORS SEE al,. FOR SPACING • 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPO. • VENT WIDTH • WIDOW WIDTH SINGLE VENT WINDOWS r018CA7'AC'TIES ' Y PANTED MTY EAVY BC,016 AT V 11/1)-193 X '1*. PH MP 7, , STEEL nalvoRmo . • SEE SHEET 2 FOR CAPACHIES WorusSE PANTED OM A HEAVY WORD_ .:•• PADA BE GAIMOTEED) • • e `AL,Atte_ 4E141 s _ .tING XIII Ii railL111— '47tilc 17 1, OPG. D.L OPG. rE EXTERIOR WIDOW WIDTH DUAL VENT WINDOWS ETtgr: DR, NUITAY.OUN FARODO STRUCTURES FLA, PE I_ 1' 57 CAN. 55P MG 2 7 2003 fdrawing na. W03-36 CIE:1101101 • • • • • • •••i •• • • 219 • •••• • 1.595 •`e•• .082 .597 • • • • • • • • &MO 412213 • •• • •, • FAME • • •••I•• 488 • •• A62 • •• • • • .879 • 4 IMPOST VENT CORNER IMPOST CORNER 1.902 %;11141> f� � ' IlA PS11_t6e67 GLAZING BEAD REINFORCING CHANNEL 38 KSI STEEL JUG 2 7 2003 sheet 8 of 6J BUILDING CODE COMPLIANCE OFFICE (ECCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window System, Corp. 7191 NW 77 Terrace Medley, IL 33166 SCOPE: • • •• •• • • • • • • • • • • • • • • • • T ET ta:DI i•1.Ai �nR BUII Th G • • •• •. • • • • • • • 14D WART FL LER•STR.T, SUITE 1603 MI ANzi, FLORIDA 33130 -1563 (345) 375 -2901 *FAX (305) 375 -2908 •• •.• • •• ••• •• • •.••••••. • • • • • • ••• • • • • ••• • • • •••. • • • �•• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • •: DAPT•Ctt !T'Y, FLORIDA • •• • • • t N t • • • • • • • ••• •• 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 (AH1). 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 A T (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 MU 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 Manzi -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building cede. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION,: Series FWS —200 Ahmainurn Single Hung Window APPROVAL DOCUMENT:: Drawing No. W04 -20, titled "Series FWS -200 Alum Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, prepared by AL Farooq Corporation, dated 03/11/04, signed and sealed by Humayoun Farooq, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Sinai/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. R" c <,. eeucam NON-shall iterisider. w after d tcteWa - i3ltorhaS bCi:ti i.tIR andtherc 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. .A.DVERT'S ` Ira . The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.R. NOA No 04- 0528.:03 Expiration Date: July 29, 2009 Approval Date: July 29, 2004 Page l • • • •• • • • ••• •. .• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • .. • • ••• R.C. Aluminum Industries, Inc. • • • • • •• • • • • •• • • • • • • • • • • • • • • ••• • • • • NOTICE OF ACCEPTANCE: umman smarm) • • • • • • A. •• • • • •• ••• •• • DRAGS • • • 1. Manufacturer's die drawings and sections. • • • • • • • ••• • • • 2. Drawing No. W04 -20, titled "Series 1-WS -200 Alum Single Hung Window (L.M.I.)" sheets 1 through 5 of 5, prepared by AL- Farooq Corporation, dated 03/11/04 on, _by : u.. . I. • •••. • P, •II - • ,I• - -. 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 sliding glass door, prepared by Hurricane Engineering & Testing, Inc. Test Report No. TI-03- 1820B dated 02/12/04, signed and sealed by Rafael E. Droz -Seda, P.E. 2. 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 sliding glass door, prepared by Hun-leant Engineering & Testing, Inc. Test Report No BET.I -03- 1820A dated. 09/09/03, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on 1) Air Infiltration Test, per .F.BC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per BBC, TAS 20294 3) Water Resistance Test, per r1BC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HEl -03- 1322B dated 01/01/04, signed and sealed by Rafael E. Droz -Seda, P.E. 4. Test reports on 1) Air Infiltration Test, per .F.BC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water. Res_is_tance. Test, per BBC, TAS 202 -94 - 4 j FiPeeu Env-2y T es t, 2411.3 2, i and TAS 202 -94 along with marked -up drawings and installation diagram of an aluniimmm sliding glass door, prepared by Hurricane Engineering & Testing, Inc. Test Report No HE'11-03- 1322A. dated 06 /05/03, signed and sealed by Rafael E. Droz -Seda, P.E. C. CALCI.TLA'IIONS 1. Anchor Calculations, ASTME - 1300, and structural analysis, prepared by AL- Farooq Corporation, dated 03/09/04, signed and sealed by Hnroayoun Farooq, P.E. E -I ,r I 1.1._ Herranuo` oraza1ez, '.E ire r, Produrt Control Division NOA No 04- 0528.03 Expiration Date: July 29, 2009 Approval Date: Jiity 29, 2004 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• R.C. Aluminum Industries, Inc. • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • NOTICE OF ACCEPTANCE: E ENCI• S C I • • • • • • •• • • • •• ••• •• • D. QIJATITY ASSURANCE • • • • • 1. Miami Dade Building Code Compliance ce•(,�� C • • • . • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0514.15 issued to " Oldcastle Glass, Inc." for " Storm Glass used for lamination of glass" dated 12/11/03 and expiring on 12/11 /08" 2. Notice of Acceptance No. 01- 0205.02 issued to " Saluda, Inc.." for " Saflex/K.eepsafe Maximum" dated 05117/01 and expiring on 05/21/06" F. STA'I.610X 'TS 1. Statement letter of no financial interest, dated 03/09/04, signed and sealed by Humayoun Farooq, P.E. 2. Statement Letter of conformance dated 03/09/04, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (ESC). E -2 t.. 11 11 -t F. . 3y ez, P.E.. Director, Product Control Division NOA. No 04-052g.03 Expiration 'Date: July 29, 2009 Approval Date: July 29, 2004 SERIES FYr'S -200 ALUM .SINGLE JUNG IYININIT • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIDNS OF S.H. /S.H. OR 5.14. WITH OTHER WINDOW TYPES IN MODULES OP TWO OR MORE WINDOWS USING APPROVED MULLIONS. 71-1!5 PRODUCT IS DESIGNED TO COMPLY WITH TIE 141014 VELOCITY HURRIDANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORINO OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 49 3/8 B I/2" MAX. TYP. ,...�� D.L. 0TH .._..._._.__,,. 14' MAX. FAL f}(.0 HEAR /SILL CORNERS HEAD /SILL L., G T El _i, 1 I i 1 I I , , 1h "1 _ p I I ,''' IIII 11 I( III( If It m ._.. 48 1/8" g j 0.1.. ON. 8O 5/8" ! VENT WIDTH .n 33 1 /8" 7 P} AI JEYATION TESTE0 UNIT E MUNIINS FACE APPLIED) SE USED ••• • • • ••• • • • •• • •• • + • • •• • ••••• • Approrad ss osmrs TII7(ho • Ed. ! 181 ... ••• • • pa1E' ,, : • ••••• hitgm DE•E'i5 rc�tGE1�iT•• ••• AY .sue• --'•+ ••••• r, Sit 11DWIW' Wii srgucrURE4 rtA. PS i 15997 CAN. a53S • • • • • • • • • • •• • • •••• • •••• •••• • • •• •• • •• • •• • • • •• • • •• • • EAR 1' 8 ZQO4 droW qng r W04• -20 [7teat j oT-5 -1 EQUAL LITES WINDOWS 170515N LOAD CAPACITY - PSP 18I50018 DIMS, GLASS TYPE 'A' GLASS TYPE 'E'. ANCHORS 'A' ANCHORS '5' ANC5058 'A' ANCHORS '0' WIDTH HEIGHT EXT,(F) IUT.( -) EXT.( +) 1NT.( -) EXT.( +) 1HT.( -) EXT.(4) 1N1.( -) 0 -t/8" ' 7.8 -1/2" 32' 37' 42' . 48' 53 -1/8 " 20" (3) 80,0 85,0 80.0 85,0 88,7 75,0 55,7 75.0 60.0 65.0 80,0 05.0 68,7 75,0 86.7 75.0 80.0 65.0 80,0 85,0 88.7 75.0 50.7 75,0 80.0 85.0 60.0 55.0 88,7 75.0 86.7 75.0' 50.0 56,0 80.0 55.0 88.7 75.0 88.7 75.0 80.0 65.0 80,0 85.0 88.7. 75.0 88.7 75.0 60.0 05.0 60.0 85.0 88.7 71.3 85.7 78.0 '19 -1/B 28 -1/2 32' 37' 42' 48'. :63 -1/8' 38-3/0 " (3)' 80.0 65.0 00.0 85.0 80.7 75.0 85.7 75.5 80.0 85.0 00.0 05.0 85,7 75.0 '88.7 75.0 60,0 85.0 60.0 85.0 80.7 89.3 88.7 75.0 80.0 81.9 80.0 65.0 81.9 01.9 857 78.0 86.8 55.9 80.0 85.0 55.9 55.9 08.7 75.0 50.0 80.0 80.0 85.0 50.0 50,0 80.7 75.0 45.6 45.9 60.0 65.0 48.9 45,9 88,7 75.0 119 -1/8' 28 -1/2" 32' 37' 42' 46' 53 -1 /8' 50 -5/8" (4) 80.0 05.0 80.0 85,0 88,7 75.0 86.7 70.0 60.0 65.0 80.0 55.0 80.7 74.4 88,7 700 80.5 85.0 80.0 85,5 85.2 85.2 88.7 70.0 58.7 88.7 80.0 88.0 58.7 65.7 00.7 75.0 53.3 83.3. 80.0 06.0 53.3 83.3 88.7 75.0. 48,0 48.0 60.0 85.0 48,0 48.0 08.7 78.0 44.3 44.3 60.0 65.0 44.3 44.3 85.7 78.0 19 -I /8" 26 -1/2" 32' - J7' 42" 48' 33 -1/8' - 87" (6) 80.0 65.0 00.0 05.0 68.7 75.0 88.7 75.0 80,0 05.0 60.0 85.0 88.7 75,0 88,7 75.0 60.0 05.0 80.0 55.5 88.7 89.9 80.7 75.0 610 83.1 80.0 85,0 83.1 83.1 60.7 75,0 57,8 57,5 80.0 89.0 57.5 57.5 88.7 75.0 51,9 51.9 '80,0 85.5 81,9 '51,9 68.7 78.0 48.0 40.0 80.0 52.2 48.0 46,0 85.7 75.0 96 -1/8" 26 -1/2" 32' 37' 42' 40' 63 -1/6" A3" . (8) 80.0 06.0 80.0 85.0. 867 750 85.7 75.0 50.0 85.0' 00.0 65.0 86.7 70.0 88.7 78.0 60.0 05.0 00.0 55.6 80.7 ' 73.5 88.7 75.0 80:0 85.0 80,0 86.0 88.8 86.8 " 88.7 75.0 80.0 80.8 80.0 65.5 00.8 80.8 08.7 75.0 55.1 68,1 80.0 61,5 55.1 88.1 66.7 75.0 - - - - 58,0 51,0. 80:7 78.0 1.9 -1/8" 76 -1/2" 32' 37' 42' • 46' 83 -1/0" 80,0 65.0 80,0 86,0 857 75.0 88,7 75.0 60.0 06.0 50.0 85.0 , 86.0 85.5 88,7 70.0 57.8 57,5 80.0 05.0 57.1 57.8 65.7 70.0 28 82.0 82.0 00,0 65.0 62.0 52,5 68,7 76.0 ) - - - 47.7 47.7 86.7 75.0 - - - - 43.4 43.4 55.7 .75,0 - - - - 40.4 •40,4 88.7 78.0 N0. )N PARENTHESIS INDICATE F10, Or ANCHORS PER JAMB. BULB VINYL -1/8" ANN. GLASS UNEQUAL IITES WINDOWS 100015N LOA CAPACITY - PSI 101015087 DIMS. GLASS TY S 'A' GLASS TYPO .'8' ANCHORS 'A' A C110RS '8' ANCHORS 'A' ANCHORS '8' 7140134 REM IT EXT,(4.) 1RT.( -) B .(4) INT.( -) EXT.( +) ITN.( -) EXL(4•) 1NT.( -) 10 -1/8' 26 -1/2" 32' 37' 42" 48' 53 -1/8" 5U..11/15* (4) 80.0 85.0 6 .0 65.0 88.7 78,0 86.7 75.0 00.0 85.0 60.0 85.0 66,7 74.4 66.7 75,0 80.0 85.0 8 .0 85.0 65.2 85.2. 68.7 75.0 ' 58.7 58.7 8 .0 85.0 58.7 58,7 68.7 76.0 53.3 53.3 6a.0 88,0 53,3 53,3 80.7 78.0 46,0 48.0 00.0 61.7 48.0. 48.0 68.7 ' 75,0 - - - 44.3 44.3 88.7 75.0 19 -1 /0" 25 -1/2" 32' 37' 42' 48' 63 -1/8' 67" (5) 80.0 85.0 8 +,0 55.0 08.7 78.0 58.7 78,0 00.0 85.0 8 .0 85.0 88.7 75.0 88.7 . 75.0 50,0 05,0 6 .0 05.0 86,7 59.9 08.7 76.0 00,0 63.1 00,0 85.0 03.1 83.1 80.7 75.0 - - - 57;5 67.5 88.7 750 - - - 51.9 51,9 88.7 76.0 - - - 48.0 414.0. 66.7 76.0. 10 -1 /8" 28 -1/2" 32" 37" 42' `3). e 80.0 85.0 500 85.0 88.7. 75.5 86.7 76.0 86.0 65,0 B00 85.0 68.7 710 08.7 75.0 86.0 55,0 50 0 05.0 05.7' 73.5 817 75.0 - - - - 88.6 88,5 88.7 75.0 - - - - 00.8 80.8 08.7 75.0. 19 -I/8" 28 -1/1" 32' (8) 80.0 85,0 800 05.0 85.7 75.0 86.7 75.0 60.0 55.0 800 '55,0 80.5 66.5. 65.7 76.0 - - - -- 57.8 .57,8 88.7 75,0 • NO. IN PARENTHESIS IMDIC/1TE NO. OF ANCHORS PER JAMS. BULB VINYL .1 /0" HEAT STREN'0 GLASS .078' STOSMOI.ASS INTERLAYER .000" 7V8 INTERLAYER O1' OLOCA.STLE SA1'LEX /KEEPSAFE MAXIMUM OR BY 50CUTM ,000' 5V8 INTERLAYER 9AFLEX /KEEPSAFE MAXIMUM I/O' MN. OLA55 BY SOU1t1A I/8' HEAT STREH'D MASS BIUCONE PECORA 865 GLASS TYPO 'A' SILICONE PECORA 505 • • • • • •• • • V E 8 E7 O c0 Z 0 CI • •••• • 0 •• • • • • •••• • • • •••• Approttd of enmptlia•Yr1111 9 • p)or456 Al 818! ) • • • • Tlafa 1 Mia,e 7459 ro CO. • ■•• • 87114180n By • GLASS TYPO '13' QI,ZING OPTIONS •• • •• •• • • • • 87 • 0 i W. • • • • • • • • 8 • •••• • • • • •••• • ••• • • ••• •••• •• • • • drowing o. W04 -20 sheet i oT • tYIRCAL A11CI tORS SEE ELEV. FOR SPACING 1RN WOOD BUCK 61 OPTIONAL TO }may SPRING LATCH TYFIDA. ANCHORS SEE ELEV. FOR SPACING IHETAi STRUCTURES (STEE1. OR ALUM. 1 /5' .0111. THICK) STEEL : Fy > 36 KSI MIN. ILUMII4UM : 6053 -15 OIM.. TYPICAL ANCHORS SEE ELEVS. FOR SPACING MIAMI —OAOE COUNTY APPROVED MULLION SEE SEPARATE N0A TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL A11c HORS SEE. ELEV. FOR SPACING 2BY WOOD BUCK TYPE WOOD BUCKS NOT BY F. IMPOSED BY GLAZING SYS TO THE BUILDING STRUCTI S., MUST SUSTAIN LOADS OEM AND TRANSFER THEM IRE. ItEICAILAMIDUM A' z LT8CC3TIJ INTO 2BY WOOD BUCKS 0 1 -3/8" MIN, PENETRATION SEE ELEV. FOR SPACING 2 WOOD STRUCTURE INTO WOOD THRU TRY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC, OR MASONRY TYPE '13` 1/4" IAPCONS INTO DBY WOOD BUCKS 0' WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y DUCKS INTO M ONRY OR DIRECTLY INTO MASONRY. 1 -1/4" MIN. EMBED INTO ONC. OR MASONRY .L17 - 1MS PR SELF 1131L Il . iE3..5 INTO METAL STRUCTURES ( /8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) A 12_SMS_QR—SELLDRU. 5.CREYtS INTO DADE COUNTY APPRO ED MULLIONS (NO SHIM SPACE) REAJAIRII ALL JOINTS AND FRAME CO NECTIONS SEALED WITH SCHNEE —MO REHFJtD 5004 EALMIT. A WI *' 1 -1/2" X 3/1G" W EACH END it. 0 qrl , STRUCTitttE RYA, FE 15.51 C.AR. 35 - r MAR 1.8 20 4 EPHOLES AT 2 -1/4" FROM •• • • • •• • • • •• • •• • • • • • Mt1n •• APrldsil :411 CR o :. • NA. dyntsioxr. 1tMiami 6 „• • • tNvblaD • • •. • • • • •• • • ••• • • • ••• •• • •• •• • •• N E�t ppp� Q7 'S O '4 0 LZ glgAg 8 r6 � co •• • • • • :..k_•••• • • •••• • m yA� n •• • • • drawing no. W04-20 ahae 3 °T-51 • MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA _TYPICAL .61401105$ SEE ELEV. FOR SPACING 2RY • WOOD BUCK . VENT mom WI 1h00W WIDTH ITEM # PART 9 WAD,. DESCRIPTION M tERIA6 MANF. /SUPPLIER /REXARE8 I S -020 I FRAME HEAD 8+8318 - 2 PWS -021 1 FRAME SIU. 6.83 -T8 - 3 PW5-022 2 FRAME JAMS 6 +8J -t0 - 4 M06-028 1 FIXED MIN. RAIL 8 +03 -T8 - _ 8 FWS -024 1 VENT TOP RAIL 6 63 -T6 - 8 PRE -023 I VEFIT BOTTOM RAO. 8c.83 -T6 - 7 PWS -010 2 VENT SIDE RAIL 6 83-TS• - 8 FWS --028 AS ROD. OLAZINO BEAD 8 8J -T8 - S TWO -010 2/VENT VENT LATCH Q 10 -3/I" FROM ENDS 8r 83T8 - TA - 7/VENT CAM ITTL SWEEP LOCK AMAK INIALLEO W/ (2) In X 3/4"' FM SMS • 10 - 2 1ATCt1 SPRING ' TEEL -- • t1 888 AS REED. BLAZING COMPOUND - PECORA 12 ff8 X I -3/4" 20 , FRAME•A VENT ASSEMBLY SCREWS RS PH SIAS 13 - - - • - 14 W21170 AS REGD. PILE W StIi1PPINO WITH PLASTIC FIN - IJLERAFAB I8. E208 AS REED. WO WSTRIPPINO' YL - 15 - 2/VENT 11.0010 AND TACKLE BALANCE - •ISA - 2/VENT 8 /8" SPIRAL RAIANCE - _ 17 i'8 X 3/8" - SASH GUIDE SCREWS - FN 15 20 -02 2 SAS11 STOP AL MINUM L IS - 4 SASH SUITE - - 20 - I 8/18' SOK SCREEN - OPTIONAL. 1/4" SHIM • TYPICAL ANCHORS SEE ELEV. FOR SPACING TOY 0- -MOO BUCK 1WNOOW WIDTH n prort`Rr4rom> I10: M1tl■m a radSEtCopt ■ 0111,10" Op • • • • • • • • •• • • own tts•"•••• •••• AUOTUA FLA SE 5 I RAN. 6 MAR 1 .8 ZO •• a t►•• • • •• •• •• • • •'• • • • • • • • • • • •• • •• • • • •••• • • I•••• • 2.695 r1.03, .052 1.250 —1.250 1.875 FRAME JAMB MEETING RAIL 1.875 1.180 1.082 VENT TOP RAIL .062 1.785 VENT LATCH GLAZ NC BEAD VENT BOTTOM RAIL 1.250 .082 1.250 .414 VENT SIDE RAIL 2,889 2.700 11— .082 ---- 2.250 F5-75152 .8E17 I FRAME SILL. •-• FRAME CORNERS DETAIL Moe NO Miami Minim fly • • • • • • • • • •• • • • • • . •m • •••• • 41. • • • •••• • YENTCDRNEBMie •••• • • • •• •• •••• Inge DR.-)010AYWN PA8000 5TR11011.18ES VIA. 96 VA 557 • • • • • • • MAR 1-8 2004 • • • • • •••• • • •••• • • • • • 0 • •• • drcwln W04-20 (sheet 5 of 5.) MI A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 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 (AH1), 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. • • ,••• •• •• • , .. • • • • • • • • • • ,11.. • • •• %: ' Js • , , S • • �•• • • is • • • • S. • •, •• • •• • •, •''•''� •' f • •, •� APPROVAL DOCUMENT: Drawing No. W01 -20, titled "Series -l00 Alum Swing Door w /Sidclites ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 04 -21 -01 and last revised on 01- 24 -02, signed and sealed by Dr. 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. 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 01- 0724.10 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by [shag I. Chanda, P. E. • Expiration Date: April 11, 2007 Approval Date: April 11, 2002 Page 1 3 "•K 8" MAX. TYP. SURFACE APPUED FALSE MUNTINS MAY BE USED 144" • • ••• • 410 •• • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• 12" MAX TYP AT HEAD /SILL 0 FRAME WIDTH • • 3 ANCHORS READ. • • • • ALL INSTALLATIONS • • • • • : • • • •rti••• ••• • • • •• • I �) 24 3/4' D.L OPG 34 11/16' LEAF WIDTH (x) /$ \ \ T. • (XX) (XO) (OX) e Wi W2 (XXO) (OXX) 71 3/4" FRAME WIDTH • • • - 1• ••• •• ,t • 11 11 11 II JL /// • i • . •-•_ •. •i • ce "b V '-'11 • • • • ••• •• • •• • • • • • • • • • • • • • • 7/16' OVERALL LAM. GLASS It It II It II 1 14" 2 1/2' 2 1/2' ■ 11 II II 1I II Y n 0 0 0 32 1/4' D.L OPG. MUWON SPACING TYPICAL ELEVATION ( XX00 ) TESTED UNIT 32 1/4" D.L OPG. Appn, •ed a co obb the Florida Raiding Date ' RI 11 NOM a 1411 at Dads Product AVERAGE WIDTH - W1 + W2 (FOR DOORS WITH SIOEUTES) 2 W1 W2 W1 / (X00) (00X) W1 W2 W1 1 (OXO) wt W2 0, FRAME HEIGHT \ \ / / DAYUTE OPG. II 79 -7/8" 77 -3/8' 67 -5/8' 8/0 95 -7/8' 93 -3/8' II II i / - -- y / �1 /- 11 -7 - / 11 \7/16• tt RALL \LAM. MASS It \ I III It II it I1 It tt / / u II t \ ii __ _ = - -\-(T \ \ 18 -15/16 6/0 (XX) 1\ 1 11 \ ..__re ii // II / II / II 1y1 11 / 11 ii / II / II it 34- 11/16' . ° 69.8 62.0 81.0 i t .1 >Y t. I I �) 24 3/4' D.L OPG 34 11/16' LEAF WIDTH (x) /$ \ \ T. • (XX) (XO) (OX) e Wi W2 (XXO) (OXX) 71 3/4" FRAME WIDTH • • • - 1• ••• •• ,t • 11 11 11 II JL /// • i • . •-•_ •. •i • ce "b V '-'11 • • • • ••• •• • •• • • • • • • • • • • • • • • 7/16' OVERALL LAM. GLASS It It II It II 1 14" 2 1/2' 2 1/2' ■ 11 II II 1I II Y n 0 0 0 32 1/4' D.L OPG. MUWON SPACING TYPICAL ELEVATION ( XX00 ) TESTED UNIT 32 1/4" D.L OPG. Appn, •ed a co obb the Florida Raiding Date ' RI 11 NOM a 1411 at Dads Product AVERAGE WIDTH - W1 + W2 (FOR DOORS WITH SIOEUTES) 2 W1 W2 W1 / (X00) (00X) W1 W2 W1 1 (OXO) wt W2 0, (OXXO) I 10 (Ooxx) (XXOO) MAXIMUM DESIGN LOAD RATING = + 62.0 PSF ( FOR DOORS WITHOUT SIDEUTES) - 81.0 PSF HEIGHTS: NOMINAL HEIGHT FRAME HEIGHT \ \ / / DAYUTE OPG. / / \ \ (OXXO) I 10 (Ooxx) (XXOO) MAXIMUM DESIGN LOAD RATING = + 62.0 PSF ( FOR DOORS WITHOUT SIDEUTES) - 81.0 PSF HEIGHTS: NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYUTE OPG. 6/8 79 -7/8" 77 -3/8' 67 -5/8' 8/0 95 -7/8' 93 -3/8' 83 -5/8" WIDTHS: NOMINAL WIDTH • FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/6 (X) 31 -1/2" 28- 11/16' 18- 15/16' 3/0 (X) 37 -1/2' 34- 11/16' 24- 15/16' 5/0 (XX) 59 -3/4' 28- 11/16' 18 -15/16 6/0 (XX) 71 -3/4' 34- 11/16' 24- 15/16' DOOR LEAFS CAN BE GLAZED WITH TYPE 'A', 'B' OR 'C' GLASS FOR MAX. LOADS OF +62.0 & -81.0 PSF FOR ANY ABOVE SIZE. APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. THE SIDEUTES CAN BE ONE OR TWO MAX., AT ONE SIDE OR BOTH SIDES OF DOORS. DOORS /SIDELITES GLAZED WITH LAMINATED 'GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. FOR DOORS WTH SIDEUTES WATT LOADS AS SHOWN BELOW. DES GN LOAD CAPACITY - PSF AVERAGE WIDTH INCHES DOOR HEIGHT FT. /IN. GLASS TYPE 'A' GLASS TYPE '8' & 'C' EXT, ( +) INT. ( -) EXT. ( +) INT. ( -) 32 33 34 35 36 7/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 81.0 62.0 69.8 62.0 81.0 62.0 66.5 62.0 81.0 62.0 63.1 62.0 81.0 32 33 34 35 36 8/0 62.0 81.0 62.0 81.0 62.0 78.3 62.0 79.2 62.0 69.8 62.0 78.3 62.0 66.5 62.0 77.6 62.0 63.1 62.0 76.5 THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DADE COUNTY OR FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 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. Ertg.' DR. HUt.AYOtiN fAR00 1 STRUM:1I'ES tk. PEI 16557 FFR 1 1 2002 Sc PRODUCT DESIGN 305) 262 -6978 8 10 fG N N a- m U N C 0 .y C 0 a 0 h z s 0 0 W .0 0 0 0 0 h O c 0 x0 2 drawing no. W01 -20 TYPICAL ANCHORS _ SEE ELEV. FOR SPACING • IBY OR 2BY WOOD BUCK SHIM SPACE #8 X 1" FH SMS AT 6" 0.;.. Veg. 4) II I 1 I I I I I 1 ii II I I #8 X 1" FH SMS AT 6" O.C. 'r TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •• • • •••• • •• • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • •• • • • ••• • • ••• • • • ••• •• •• • • • • • • • • • • • • • ••• TYPICAL ANCHORS SEE. ELEV. FOR SPACING • • • • • - !- . "•a ••• ••: . ,• ••` •• •. • ••••• •; R • .« r•f• • • . • ••• • :• •• .•; • • • 1,1BY OR 2BY • WOOD BUCK 5, 4 Blirert-TW • • SHIM SPACE a 0 J #8 X AT 8" 1 "FHSUS O.C. fApD+oved as com the orida Dote A tt. t f "1.-0p1- ) OAM of -072 Waal Dade prodoct Omni btrisiosa /8 X 1" FH SMS AT 8" O.C. 5 U AC N 1• • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WUUU GUL.r\J +vV i O I L' Jt LUM, CAI J I JUJ IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. a_ In 2 tn 114 SMS OR 1/4" DIA. SELF DRIWNG SCREWS TYPICAL ANCHORS: SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1/4" DIA. TAPCONS (BY ELCO) 1 -3/4" MIN. TOTAL EMBED. (WOOD +SUBSTRATE) THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1/4" DIA. TAPCONS (BY ELCO) WITH 1-1/4" MIN. EMBED INTO MASONRY INTO METAL STRUCTURES OR MULLION (STEEL OR ALUM 1/8" MIN. THICK.) #14 SMS OR 1/4" SELF DRIWNG SCREWS SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. LOCKS: STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: EXTRUDED ALUMINUM BUTT HINGE 1/8" THICK AND 7" LONG WITH 5/16" PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10" FROM TOP & BOTTOM AND ONE AT MIDSPAN Engr. OR. HUUAYO'J!I rAROOt7 STRUCTURES FLA. RE / 18557 FEB 1 1 2002 O - Fir ae Li cad F... ,- or "} U^ 2 3 L` 3 O -U 8°L0 C 0 .6 C C 0 U u m O v O C N • I drawing no. WO1 -20 sheet 2 of 5 ) TYPICAL ANCHORS — SEE ELEV. FOR SPACING 1BY OR 28Y WOOD BUCK 0 • • •• •• • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• ••• • • • • ••• • •• • • • • • • • • • • • • • • • ••• • •• • • • • • •• • • • •• •• • • • • • • FLUSH BOLT OPERATOR • • • • ON INACTIVE LEAF • • • • • • ••• • (CONCEALED) FLUSH BOL•f.OPC140t ON AC7I4 IV,: •• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM ACTIVE LEAF INACTIVE LEAF • D.L OPG. D.LO. D.L OPG. ` j8 X 1" FH SUS AT 11" O.C. LEAF WIDTH #8 X 1' FH SMS AT 8' O.C. DOOR WIDTH 1/4' MAX SHIM TYP 1/4' MAX. SHIM SPACE I rtsT.. FRAME WIDTH EXTERIOR Approved as etart=s do Florida Wang Dace APRILt!s? MOAN a I.- O-7 fa Miami Dade Prodsct Omelet 97. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Encr. OR. HUI.IAYOUN FAR000 STRUCTLRES FU_ PE j 15557 FEB 11 2002 1/4' MAX. SHIM SPACE Y v_ z z is the Y W ppI S r .. `1 Ni 4d cdt z U W O t 0 0 a ao? N tto N to N a O n_ p U W F 8 a3�M 3<<I t d N N Y1 W g I V M 2 0 0 N a 0 0 FAX (305) 884 -1464 N N oN C N O N eu C 0 O O 0 0 ,C C n 0 drawing no. W01 -20 sheet 3 of 5 2125 1 1-. -'UL 4.000 1-.078 TYP. FRAME HEAD /JAMB }►-1.394 I .363 .062 TYP. WEATHE. STRIP ADAPTER - 4.000 GLAZING VINYL (SCALE 1:1) • • •• •• • • . • • • • •• •• • • • • • • • . •. • • • • • • • ••• ••• .526 } I -- j�.062 • • .726 .334 J •• -d 1.058 L GLASS STOP ••• t. .078 TYP. TOP /BOTTOM RAIL 1.464 - 1.214 .875 x250 0.499 .466 --I }--- GLAZING ADAPTER (DOOR) 1.985 1.573 -- } 375 1.000 { - J 1.823 GLAZING ADAPTER (SIDEUTE) • a • AV ••• • • • • . .695 • • •• • • • • • ••• • • • • • •• • • • • •• 110 -24 X 1/2' FH SELF DRIWNG SCREWS 3 PIECE HINGE .500 }-- 24771 I L375 .062 TYP. --1 4.000 THRESHOLD 1.827 --{ .718 r J .625 1.371 SIDE LITE GLAZING BEAD .844 1.547 ---I .250 • ASSEMBLY STIFFENER --- 2.093 1.656 L .062 TYP. 4.156 SIDE LITE JAMB 2.281 r.078 TYP. 1.750 3.999 HINGE STILE 1-.078 TYP. 1.750 L_ L 4.687 LOCK STILE 2.070 Apworect ei coot= efsQ the Florida D AP i�Ii NiOAII t -O7ZV •CI . Miami Dame Mama �d1, J . u,, K 014o 3/16' ANNEALED GLASS ITEM / PART I REQD. DESCRIPTION MATERIAL MA..NF. /SI:PPLIEF: /REMARKS 1 SW -28899 3 /DOOR FRAME HEAD /JAMB 6063 -T6 - 2 SW -28900 2 /LEAF DOOR TOP /BOTTOM RAIL 8081 -T6 - 3 SW -28904 AS REQD. WEATHERSTRIP ADAPTER 6083 -T6 - 4 SW -28898 1 /DOOR THRESHOLD 6063 -T6 - 5 - - - - - 6 SW -28896 1 /LEAF HINGE STILE 6063 -T6 - 7 SW -28901 1 /LEAF LOCK STILE 8063 -T6 - 8 SW -28897 AS REQD. SIDEUTE JAMB 6063 -T8 - 9 SW -28903 1 /CORNER ASSEMBLY STIFFENER 6063 -T6 - 10 SW- 29244. 3 /LEAF HINGE DOOR PORTION 8083 -T6 - 11 SW -29245 3 /LEAF HINGE FRAME PORTION 8063 -T6 - 12 - 2 /LEAF 3/8' X 16 X 32" LONG THREADED ROD STEEL - 13 - 2 /LEAF 3/8' X 16 NUT - - 14 - 1 /HINGE 5/16' X 6' ROD STEEL PLATED STEEL 15 - 8 /LEAF 1/4' SETTING BLOCK NYLON - 16 - AS REQO. GLAZING VINYL VINYL - 17 PW -101 AS READ. BULB WEATHERSTRIPPING VINYL - 18 P8 -8400 AS REQO. PILE WEATHERSTRIPPING - SCHLEGEL 19 SILICONE PLUS - SILICONE DOW CORNING OR EQUIV. 20 5025 AS REQO. FLUSH BOLTS DELTA IND. OR EQUIV. 21 CP -8111 - ENTRY LOCKSET TACO OR WESTLOCK 22 18X3/4' PHSMS AS REQO. ASSEMBLY SCREWS AT AU. FRAME JOINTS 23 DOR -018 AS REQD. GLAZING ADAPTER (DOOR) 8063 -T6 - 24 DOR -017 AS READ. GLAZING ADAPTER (SIDEUTE) 6063 -T6 - 25 DOR -019 AS REQD. GLASS STOP 6063 -T6 - .090 SAF -GLASS POLYCARBONATE INYTER LAYER 3/16' ANNEALED GLASS 7/16. OVERALL LAM. GLASS BY 'SECURITY IMPACT HOLDING' GLASS TYPE 'A' 3/16' HT. STREN'D GLASS .090 SAFLEX 111G PVB INTERLAYER 3/16' HT. STREN'D GLASS 7/16" OVERALL LAM. GLASS BY 'SOLUTIA INC.' GLASS TYPE 'B' I- m c� 3/16' HT. STREN'0 GLASS .130 GLASSLAM SAFETY PLUS INTERLAYER 3/16' HT. STREN'D GLASS 7/16" OVERALL LAM. GLASS BY 'GLASSLAM SAFETY PLUS' GLASS TYPE 'C' Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE / 16557 FEB 1 1 2002 a N I 3 J I a O U 0 N m o0 F. 0 -I N o1 a a 4 o (p n U W (31 z >Mco 0 Q «+ G4 NEON J ^ W •- M W 6 CD I O CE c N Cd PO N 0N" U1` I O Z ` p liJ r L C C 0 L C 0 n U y v 0 C 4 drawing no. WO1 -20 (sheet 4of 5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • •• •• • • • • • • • ••• • • • • • • • • • • ••• • • • • FRAME TOP CORNER FRAME BOTTOM CORNER Approved as complying with dm rade Medd Oak AL 41? 2.oct2 -- NOUi Miami Dada , Control yt �� f. chg, J4 DOOR LEAF CORNER gr. OR. HUWYOUN FAR000 STRUCTURES FLA. PE 1 16557 FEB 1 1 200? l b 0 N O ZJ 0_ 0 C N C O O C C 0 U N O d O O C drawing no. WO1 --20 (sheet 5 of 5 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 2/1/2008 To: Current Owner 326 NE 94 Street Miami Shores Village, FL 33138 Permit: WS- 2- 06-390 Address:326 NE 94 Street Miami Shores Village FL 33138 Date Expired: February 14, 2007 Type: Windows Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerei C udio Grande C.B.O ilding Official/Director