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WINDOWSInspection Date: 08/16/2006 Inspector: Grande, Claudio Owner: YAO, KRISTINE Job Address: 895 98 Street NE Project: <NONE> Contractor: DILE3ERT ENTERPRISES, INC Building Department Comments Tuesday, August 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- AUG 1 REC'O Block: Permit Type: Windows /Shutters Inspection Type: >IU Final Work Classification: tiffavms Gti/A/DbuiS Phone Number Parcel Number 1132060142530 Lot: Phone: 786/256 -6434 Page 2 of 2 c U° Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/16/2006 Inspector: Grande, Claudio Owner: YAO, KRISTINE Job Address: 895 98 Street NE Project: <NONE> Contractor: DILE3ERT ENTERPRISES, INC Building Department Comments Tuesday, August 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- AUG 1 REC'O Block: Permit Type: Windows /Shutters Inspection Type: >IU Final Work Classification: tiffavms Gti/A/DbuiS Phone Number Parcel Number 1132060142530 Lot: Phone: 786/256 -6434 Page 2 of 2 Issue Date: 6/29/2006 Owner's Name: KR STINE YAO Permit Type: Wir down /Shutters Work Classification: Shutters Job Address: 895 98 Street NE Contractor(s) Phone DILBERT ENTERPRISES, INC 786/256 -6434 Comments: Additional Informal ion Miami Shores Village, FL 33138 Expires: 12/26/2006 Type of Work: REPLACIE WINDOWS No of Openings: 13 Additional Info: Classification: Residential Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Primary Contractor Yes In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility or all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $8.40 Education Surcharge $2 Notary Fee $5.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Surcharge $5.75 Total: $263.95 Building Department File Copy Ei Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -6 -06 -1725 Phone: Lot: PB: Total Square Feet: Total Valuation: Re . uired Ins • ections Shutter Attachment Shutter Final 1132060142530 425 $ 14,000.00 Invoice Number WS - 6 - 06 - 25399 Total: Amt Due $263.95 PAID Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. • FBC 2004 Describe Work: f + e Type of Work: ['Addition ['Alteration ['New Miami Shores Village ( Building Department D 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING G g�� Permit No. v� »Z- PERMIT APPLICATION JUN 2 ' 2006 ter Permit No. BY: • -- Permit Type (circle)( Building) Electri Plumbi Owner's Name (Fee Simple Titieh d ) 3 1 $on fA dt$4 , lent # ' C 3 /cj Job Address (where the work is being done) 615 ,?/..: Fr 5 't City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO lo''' city,29/c.77-7 ;• Thr•r State P[. Zip 53 / 3 g Phone # -Fta y..a 7.0. 5 Tenant/Le,ssee Name Contractor's Company Name / /rat C � .2ri) a ,.se Phone # 3iO5 "4/5 Q T • Contractor's Address 1,.g"j x63 5/ City ,e ,fro State "-I- Zip 33 /4' 9 Qualifier Name we Z 0/14P -/' Phone # gk.t5 alb ‘rat State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1400 Square / Linear C Waiii "' L47 _ e Repair/Replace Submittal Fee $ Permit Fee $ V/0 CCF S 8 40 CO/CC Notary $ 5.00 Training/Education Fee $ 2-80 Technology Fee $ 5,15. Scanning Slap Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ q 5 Mechanical Roofing See Reverse side -+ JOL 0 5 PAID C r315 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ,��l�✓ 4 Owner or A nt The foregoir' instrument was acknowledged before m this , day of ee , 20 (4, by 35;7 _` e)Ai 40 who is personally kn_ to me or who has produce As identification and who did take an oath. NOTARY PUBLIC Sign: Print: Y R. VILLARAN Commission # DD0178231 Expires 1/20/2007 "..` " r,9 Bonded edd thrcnigh • "� �y '••!'f' > �t• P' 1 9 • sn., Inc. My Commission Expires: / /c/-3 CO APPLICATION APPROVED BY: (Revised 02/08/06) Signature The foregoing instrument was acknowledged before me this day of�. , 2004 A ? �h C who is personally known to me or who has produced NOTARY PUBLIC: r Sign: Print: My Com rssion Expires: 4A0c- Contractor as identification and who did take an oath. Plans Examiner Engineer Zoning • ••• • • • .. • • • • • • • •• • • • • • • • • • • M•1•0 IMO • • • •• •• • • • • •• • • • • • • • • • • • • c • t • l • • • • ••• • •.• • •• •• • • • • • • •• • •• • • • • • • • • •• • • • •• • • • • •• • • • • • •• • • • • • • • •• • •• "r" • • • • •••• • • • • • • • ••••••• N APPPRQyED ZONING DEPT BLDG DEPT Miami Shores Vi(l g , MOMENT BY: et FLOOR S PLAN N SCALE, 1 /4 " -1' —O" LL,,, Vq ..vwcV !Y MITNAIALMIIMAL STATE AND COUNTY *JI ND A a N .� W O L. Z = W1.. 0 0 fY C Z OZ� co 6 a ti Miami $hares.Building Department :PxOductAiita ai ScNodule / Comparison Chart Address: age /-/E $ $ r Permit No. p6- /7 2 b enl4 : Dllhrl . don of Wihdow • Product Acce , tance Product A . 'royal 0 * enin Desi n Rou h 0 . enin : Shutter Re • uired Mullion Re • uired Im • act I) _ or ' oor or ' u on _ `um • er 1 es gn ' ressure to' non 1 • Fs:. _ ressure ze ' es `o 'es `o _ ' es `o IIIIIMINEEROMTM/11 F2312301111 4' &J /i7 a'vcv ArsP 4 OJ1h 4 / mc4/ .9-4 5'.2 . door 7 c 8 � /Nafm w 38 lia 9 £' C /a /WO . / o 4i I i 11 oa/p tr.) / /a.1',51 !t to A a11kJ.) / /dr _ 0 4 , > - 0 / 10 iVai • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• r • • M I A M IDDADE: PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings '.?an American 3000 N.W. 125 Street Miami ,Fly 33167 Your appli ,atian for Notice of Acceptance (NOA) of: PA -8 Aluminum Mullions, Impact & Non Impact 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 Bu !ding 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 sucl 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- 1214.03 EXPIRES: 02/01/2007 Raul Rodriguez Chief Product Control Division This applici tion for Product Approval has Code and Product Review Committee to be forth above. • • • . . • .... •. .. • • •••• • • •• • • • •••• • • •. • • • .•.. • ..• • • (i) S - of - 1 z 5� MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 (303) 375 -2538 CONTRACTOR ENFORCEMENT DIVISION (305) 375.2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 TI115 IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE • .. • • • • • • .• • .•. • • A PYUD'ED..021t • .. •. • • • e \notice acceptance cover page.dot been reviewed by the BCCO and approved by the Building used in Miami -Dade County, Florida under the conditions set Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office • • • .. • • • • •• • • •• . • • • •.•• • • • • •• • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 Tais renews Notice of Acceptance (NOA) No. 00- 0424.06, which was issued on June 15, 2000. renews the approval of a structural clipped mullion system, as described in Section 2 of this NO/ designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dad C:)unty, for the locations where the pressure requirements, as determined by SFBC Chapter 23, d not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The PA -8 Aluminum Mullions (14/8" x 3 ", 3 -1/2 ", 4" & 4 -1/2 ") — Non Impact Resistant an the PA -8 Aluminum Mullion (1 -1/8" x 4 ") — Impact Resistant and its components shall b constructed in strict compliance with the following document: Drawing No PA2- DET.DXF, Sheei 1 .hrough 6 of 6, titled "Mullion," prepared by manufacturer, dated 01/10/96, revised on 10/22/91 sii ;ned and sealed by William M. Myers., P.E., bearing the Miami -Dade County Product Contrc renewal stamp with the NOA number and expiration date by the Miami -Dade County Produc Cc ntrol Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies only to a clipped mullion system used with aluminum windows with a curren Nctice of Acceptance, installed as shown in approved drawings. 4. INSTALLATION 4.1 Thi; structural clipped mullion system and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hu.Ticane protection system (shutters): to determine whether the installation requires a hurrican protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and foll Owing statement: "Miami -Dade County Product Control Approved ". 6... BU.[LDING PERMIT REQUIREMENTS • • 6 :1 • Applic4etin for building permit shall be accompanied by copies of the following: • • • • • • .6.1. t • This Notice of Acceptance • • • 6.1.2:. luplicate copies of the approved drawings, as identified in Section 2 of this Notice of • • • • • • • Ao�eeptance, clearly marked to show the components selected for the proposed installation. • • • • • 6.1.3 • 'ANA other documents required by the Building Official or the South Florida Building Code • • •• •: • • • 1rBC) in order to properly evaluate the installation of this system. • 2 ACCEPTANCE No.: 01 1214.0 APPROVED: February 7, 200 EXPIRES: February 1, 200 Raul Rodriguez, Chief Product Control Division • • • • • • Binnin gs Pan American NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been file( and the original submitted documentation, including test supporting data, engineering documents, az no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, stat 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 tie 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 requ( sted (through the filing of a revision application with appropriate fee) and granted by this offic( S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b)Mi ;use 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 foliowei by the expiration date may be displayed in advertising literature. If any portion of the Notice of Accer tance 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 • • •' o ie provjded.to the user by the manufacturer or its distributors and shall be available for inspection at • ...the jot site at :all time. The engineer need not reseal the copies. • 8.. Failure: to cv ply with any section of this Acceptance shall be cause for termination and removal of : • etc,cepi ant..•• •.. • 9.• •T'hjs N utit~t'.'df Acceptance consists of pages 1, 2 and this Last page 3. • • • •••• END OF THIS ACCEPTANCE • • • • • • • • • • • •• •• • •• • • • • •••• • • • • .•.• 3 ACCEPTANCE No.: 01 -1214 APPROVED: February 7, 2( EXPIRES: February 1, 2( Raul Rodriguez, Chief Product Control Division • • ••• • • • ••• •• •• • • • • •• •• • • • • e • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • •• • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • • • • • • ••• • • • • • • • •• • • • c 4 OW I.12Y 1' X 3 IJ2' 1.NJU/ON 1• X3 1 /2'MUM!' 1•X 4. ■.4ttj$.W t• X 4. .4jUJ N MUWON DETAILS rr t'�Wi� LOAD APPLICATIONS ae.b.nM 1011/4•8 tn. won. !IOWA.. OnOoltera FL1e 18755 STRUCTURAL Date: is /n / *Y re General Notes: I. the.. .,,.s. hos »,,..,4,,. C d PRODUCT RENEWED • .v ewe aMY.nM 11 ryd,d~idwde News 1/2i *owl hetor•C' r.t tt. ammo wet ...CIS o... Wk., •we.. r Mow 3re aoAft. ACCEPtual4. Ot. %t 4.•) 2. 10.0.w.w4.+ caw C...ry •A+t A.e.A raw.r ■.wn r.s a wee > » +�. .Nrwcn. - * • rove * o.... - seaa_i:sc. A 14017 ♦ N w ...Moen t..ae. yrYNC rt h01'1•is4 C. 55***** ..ate..., ea e.•tainer. e.e.f 0.*sr%oft ` ew.Adore+iW *as Or Ow M- aw • -r ow,* . 7. '+ws+M fl. Vt w w.nd. w Imo r ayr. a dodo. Yr.i �� O. r1.NO.I1 q..., e .N .•wo p.ea.s.. M ti owl 4. MR.. rarO r - .1 ....ra fate., 45 *****M.** t0.105.555 o4 a4 t0.105.. r 0l 410 .1e.T 1 M w.. Stet, e* try tr •; •.IIOMrelP. fl.. raw.ww **155 s.r . ..r .: A w. o.. `b 'r'.",s.e. ft D i.r rr...< **raft . /44312.00 fr, r1....+ r.q- ♦.140112.01 fW .0.l .y o. !701 n 4n.....sM^O.N_ a 004243.04 q ..e. 17 1Vy '� 1 .... i a 122 iy MS.1.I turn. •.•T•n/'1pA 14n101 33rd I T f wax 1033!. 131NN1NGS, AMER FLAN GENERAL H661. t. F/SHEh WM. M. MEYERS. P.E. 990 E ngg1 Engineer' Mir•i Skeet. Fl. 33134 -) 754.3117 557•400 F23 36242e .04200 ••• • • • ••• • •• • •• • • •••• • ••• • • • • • • • • • • • • • • • ••• • • ••• • • • • •• • • • • • •• • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ; - • TT 1!'T1, 2.4 1 .4- cer.Or 1 • •• Tom. rSn:utp. E.•S.A l 1 11.1 a PA. 4106 +••YJ+..•ST.atanrs..w^k xp!sopp .o-9. 414 �.eua.rtep a . 94354.0 �ru.e••w *r*Gl +s+7N* r *S W'O 9.44 *..ce.�4*r�aK+� 3u MhaKJO III. in. tTCt�4.4 ••• . ocxs 9.4 I no . pt�f a• rn 4 . 4 6w "•a I.0 • 0.4ri4. 1 I •• tld � . n Ox tx S.• z4 •e•rx n..4. 1 �3a u *4 [.•IM roa c�}sw iaat..w tM OR tw. fr• no EC Ivv..t wa I*0y 040.43 t O{rty4 ...sa: uue ?�Na.�•IR q•.r.c.a f b i.ORt,n ▪ �, 4lq .0 l xD 4.4 IV OOs 9 fraBINNINGS AS E'� A R ICAN •.p . 0.459.4 •7 M It C4 tn9b MI RA. Su 14440.3.0..M. MM470 Vat, lam f WLSAf. NUbi. c. rUnEh � A1. . l d ,..,� EYERS. RF. WO; _ — $ .E E ,{v c.3 Mf ••• Shore FL 3313• 73}71 f 7 SS1 -10 crx•412e7 FLA. 1875 STRUCTURAL Oat.: /sJl 6/ pro TYPICAL INSTALLATION DETAILS ••• • .• ••• •�• •• • • • • . • • • • •.• • • • • • • • • ... •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • , • • • ••• ••• ••• • • • .. • • • • • • • • • • • • • • • • •• • • • • .rdi • • • •• • • • • • • • ••• •• MCM .y4'INM Y•C env ..040w w.a fRI4. {IMa 03 .y.mts. 1 0.41A, V ~ 1 .1.0.C !llm fCt4J.6 0,0 1 PRODUCT RENEWED 1 A0Rlr.QQCF74 6 G\7'6iw110N W / .�1 Am ._.. ...._ q y 4... +.lTwulTl '''''''.:—.1. CDNMOLOgvs9,K • _S7.! 314 rfl i t M: .! ;r a.! 0 .0 ROOT. E. Ft3NEn WM. M. MEYERS. P.E 9301 N.E. 6111 A C-304. Muni Shame. Fl 33136 POs) 7343117 337.406 fax w 11:7Mozza FLA. 187 STRUCTURAL Date' "./"/" BINNING' AMER ICAN .0.141C. 1 1 00 TYPICAL INSTALLATION DETAILS 1 01040 0. 1 6.700 • ••• • • • •• •• •• • •. •. • . • . • • • • • • ' • • ••• • • • • • • • • • • • ••• • • • • ••• • • •• • . " • • • • • • • • • • •• • • • •• • • •• • • • 1 • • ••• • ® � Yom -- •�• • alga -• • • • • • • •a.dA ---� • • 0./SO • • • • • • • • • • • • • • • • • • *UM.* Sett. •a00 nt[Les 2UC 0VC 226 •001207 Inn 400 fur nu I�iUf 1YA05MS O. tt snr 1 A2•G Ma+r% 261 MAO 2M. •001200 stv 4A220G MUM 2µY MAD 2*: 0 20700 , IM T•MO. 2 •+146'6 M1 MAD •••• •0012.7 FASTENERS 1 •• • •• . R•i i 2 .2w�'I 0 1.0/6 4 �a au • 2x,20030.2 • • • • •• 0.5 50 It I.. • 409 ?..7 War- 2 K{ NGSC C4.; • 114 Cap 64:61 M 26t1[:0.C2 •1111.4 OR Sr SMILM h--- 2.0' e INSTALLA ION t R z W000 OUCS. s:x 1 CLIP FABRICATION r3 000 *.1 * t- 2203.. Owe • •lt 23 2 34 2 t00.C• A.GS C,• CNGtA110.5. 1 IV 0.550 21.24 orn.rt.y..3 Ian n*C /4M L+O It 1/10 4.21 I ? SW3 1441 MR DO ~Ow 0 2:x4 M rat Moan 2 C Mv404 to' Srf+IACL wLLMATOt- 10•0 +.I•w 0 s9y 0 mRt 2.0 O (< 2.0' 410 Soo, . 0.7S0 MG IMR •41.2 Or; • 244 aG r (NSTA s :ON CoR MAZ ONRY ••••• 2r •y A. MW 41 9. .4. 04 2l g-Kt 04 [ao •s: SRl PRODUCT RENEWED N AOCEKAMENa 01 ' I L1. e`) EXP1RATM DATE 1 IAA t gooucreoursotvlstom Oy BULLONG CODE a R087. t. F ,2004 WM. M. MEYERS, P.t Consultin Eny;n 0.125' • 9001 N.E. 6th Ava. C - JO. Miami $hares 33130 - -._.I. 5 S . STRUCTURAL aer: 21.6 1••273' 6 ^[ _ S1'•c.:L 0.550 2.. Av.....: 12 •103-. - a73000 2 M 40.2 021. • 1 7[ 2..0. ur 2 M• LYiL'a '22203* r 2 3 0 .6144 t 224 •2�3A't t h24)3* 22202* ; :`S ar 5.4.”...! �22�ro, D EC .s o3.. 046'610*.. imur C 4:'02010 •••• It. . .[51.11 /2 MC « a)SO 00 2 M ••••00...02 JT322*0.4 4441 CV Mt CxaxAM s. BINNING AMERICAN 7 2 ....6...267.21....•....6 ,4A11Ane.I 1 036236 1 7 .4a ..r.•.r I ns ANCHORING DETAILS 2.a 1M O.A.V. C,P6;Itt7t 0"22.200 c 36 1 a wt r ....t IM 2A [Mt CCM. tat GMT Su .N' !AMC. 00.0112 O•R45n 1 Y•' 0222326 012% 0 1 IRO MOM ts•t 11.440 ..000a2 %22 00.21 0 20204 20Ot CUPS M.. 22 An/0110 *000 0 - ` Cut INST .UATl0N to*. ix *COO OUCO. (p 2Am6Gti.a .0614 i An Anma •2M••Ot Ott OT SO... e 1 C1_+' ,: )S; A!tA4Knl KTe. T•C L'1tit , 1 3000 N.R. 1251.h SLrect Miami Ftoridn. 33167 (505) 601 -0045 u.. 2a 17 2N Q1 CV • 101 Mr SUP r42MG 01m •2 25 ..04 22.+ •• 21045Z EL • i '� E�. �•� • { I I SIMIII. s me ff„� =1 ....� �-� �i 1111 • • , • 0'0.400 no s e00ax7 I ∎ mai • ••• • •• •. • • • • • • • • • • • • • • • • • • • • • ••• •• • • • • • • • • • • • • •• . 3 • • •• •• • • •• I X 4.5 MULL MAXIMUM DESIGN PRESSURES ±1- 1 Q 6 1 � ■ 81NN1NGS mommumrsinm AMERICAN rserwersre...war.0e4•1•01.00. 3OCO N.Kt. 1 25:1 ° ..trect :Nam. Ronda 331V 3O5t 141-00 Ohm Oros n.s 00 . 1 1•• r..•••••• Mar 1 X MULL PERFORMANCE CHARTS • • •• I' • • • • • • 1v;8.41 )M DESIGN PRESSURES +1- • z W a 407 000 350 OM 300 250=0 200000 I 50030. 100 000 INUITMEMZENNINIumm 50.1X)0 20.000 25.000 30.000 35000 40.000 43.000 50.000 G0.000 05.000 70.000 75007 az a= 20.0 7 23.000 30.013 35At1u' 40 4 5. w w 1 X 3.5 MULL MAXIMUM DESIGN PRESSURE5 +1 - .. �, .'";rase 1. itst W Ia.r4. sou ar.r.e or..v. tarter to r.e r....ewJ.eae..o a•n.++s r...Ie w...M..... b.1..tpre 2. G. w rm... war - •••4 .1 nor *sass m t. r.wr trrstr 5. 0'.a. a Ws sr.. 4Aarr ens a Veen toren.,.a r. a. Orr.re toss aarrr.ut• fr1. 4, MA f Orr en re *sop e1 re wit. 5. e4ars.ar re sorrow. d. or rases w sr sr .s..0'. ores.. w •r..o a.....,.. orrino rie Jrga prewar r 4.e re. C. The ..se4..1 J4f.}n rears* roe. 44 ors/ war fate 0'•s 0. •owa. a. ....se Oata. . 4 Or afetn tr roes ..ere a. war era sire - Jers tot sorry to re .+.m. 'sr .1•1160. ewe "at 4..41.1.4 ra...e era 4 • wren. tune- aypor- 50.000 CO OOC 05 COO 70.030 7S CO3 Y. ..1e.., 25 4r were .4e r ode ter • • pe4..e }�p 43047 .04.0.44 rye n er. r. ,Q A5 .i``' COnsulting £ngine.ts 9301 N.E. 6th Av*. C•30L Miami Shot•s. FL 33138 1451 56 311 57 -alma s... Vtl.426_ STRUCTURAL Date /z Mull L .- - 4 5.00* -r G2 OM -4-- 73 000' -0-- 74. Mull L -+- 02.000' -►- 73.000 -4.- 78.0310 .x3.000 330.000 x.000 t 50000 x 050 50 OW 1 X 4.0 MULL MAXIMUM DESIGN PRESSURES ±1- cco coo 30 25.07C 30.000 35 a 40.000 45.000 50.000 001.000 05000 70.E 75.073 750.00 300 000 2'!0.000 200.033 50.x0 100.000 00 000 20.003 25.000 30.000 35.300 40.000 45.003 50.000 00 ..000 05.000 70.007 75000 w Mull L 02000 75 OOC 74 OW. Mu L 02.000' '-4-- 73.0017 _.. 74 w0' ••• ••� • •.• • • • • • • • • • • • • • • • ••• • • • • •• • • • • •• • •• • ••• • • • • • • • • • • •• • • • • • •• • • • •• • • • • • • • • • • • • • •• • • • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • •• • • • • • • 6•• •• • • •• • • • rG rmuu.wrutLw • • ••• •• 'sox s. OMMSW tb PJttJr/at 03t1.0 r �zx r..lrsne. a1uu. m• SU G.cr Jamb Detail Typical Double / Triple Detail .CO We ftR4711 rirYO;.ISSM_ .VIaM. aMt%t (D0R 09 I2/ Pat Cut W ILterO 014 01 iQ n•y.cm SOW/ /2f OOt tar lo) RA DD Jamb Detail Typical Stack Detail ROST. E. f1SHER WM. M. MEYERS. P.E. Consulunp Engin.ers 9301 N.E. 8th Ave. C -300 Miami Shorn. FL 33t 31 .306i n 311.7 557ACIX hot 312420; FLA. 1875 STRUCTURAL it-/e/di r.� lodO 1110. PR ODUCT RENEWED KCerrmestr. n1— t21v•IS flOOIATWNOATL 1tn t L0 General Notes: 1. to Upon 11 .rl 072421417 2. .......1.0.11. IOC 3e .. Wes. +Color Moon: WI .M No oloorwroo ootialoo 001 wOwre 1 r�M 11 0.131 G MOOD Stn pop q.uow1.1 wl 1 '4tCS. I V$c, I GV4 0 1 x 4 IMPACT MULLION DETAILS ....A ...14 9 95_ /\m,. 9s Sr. •• • • • • • • • •••• • • • •• • • • • • • ... • • • • • •• •• •• • • • • • .• •••• •••• • • •••• • • • • • • • . 1 • •• • • • • •••• • • • • • • • • • •••• • • • 1 • • . • ... . • • ...... .• • M1AM1•DADE BUILDING CODE COMPLIANCE OFFICE (I3CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12 Ave. Pompano Bca+ :Ii, FL 33069 (A) S -0 6 , -- ti1zs 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 Miaini 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 (hi M :ami Dade County) and/or the AFIJ (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 stick testing and the AI-i1 may immediately revoke, modify, or suspend the use of such product or .material within their jurisdiction. 13ORA reserves the right to revoke this aixeptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805 "1Aluminum horizontal Rolling Window w/ rvo Reinforcements- L.M.I. APPROVAL DOCUMENT: Drawing No.S805 -L M, titled "Series 805 Aluminum Horizontal Rolling Window ", sheets 1 through 6 of 6, dated 12/05/03 and last revised on 04 -21- 2004, prepared by manufacturer, signed sealed by Ketvyn Whitfield, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Etch unit shall bear a permanent label with the manufacturcrts name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of t uis 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, an/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 oi 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 t ke displayed in advertising literature. If any portion of the NOA is displayed, then it shall .•.lacadone inlj • • • • !� •1.1sfSPECT'•ION: A cc of tllis entire NOA shall be provided to the user by the manufacturer or its distributors • end shall be or • iijppection at the job site at the request of the Building Official. • • •• • .This•NOA • CCrlslsts of tri • z b e 1 and evidence page E -1, as well as approval document mentioned above. !� Ai • •Fhe Submiiteca•dtaeumeittiiciri was reviewed by Islraq 1. Chanda, P.E. • • •• • • •..... • • • w r ij, r I A 7 .. • • • •• . • • • • • • NOA No 04- 0120.01 Expiration Date: May 13, 2009 Approval Date: May 13, 2004 Page 1 • ... • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • ••• • •• • • . • •• • • • •• • • • • •• • • • • ••• • • .. • • • • • • • • • ••• • • • • • •• • •• ... • • • • •••••. • •• • • • • (M,U4 NUM REINFORCEb ENT ) NEGATVE - 55.0 PS: LAM 94ATED ANN. UVEKOL 'ORT NO.: FTL -3995 CORNERS b+/Y MU. - M At yr9 COMM M ( 0ESICN PRESSURE P^S:T V e _O.0 PS. (STEEL t/r AAA I TM. Al MAOISM S 1/2 xux. f 13P. MiuNJ COWERS FOR CEMENT) { 6 X � 0 TH 3 5/8' Stu. RISER NECAT - 90.0 PSF SERIES 805 HORIZONTAL ROLLING WINDOW (LARGE MISSILE IMPACT) (UNITS VIEWED FROM EXTERIOR) SCALE: 1/2" • 1'r0" 7/16" ovE - taLL LAMINATED Y.S. UV%KCL OR SENTRY CLASS PLUS TEST REPORT Nc.: M.-3946 I" 1 GENERAL NOTES DROvAL ORAw1NCS ARE BASED ON TES REPORTS NUMBERS ;IL -3945 M40 FTL -3995. AS LISTED ACCORO!NG;_T FOR EACH UNIT (SE_ ELEYAT.ONS ABOIJE) ROAM ANCHOR tN:ORMAAON FOR wc0D FRAME. STRUCTURAL CCNCRETY, -/CO ETE 6LOCXS & L'_'TAL STRUCTURE CONTRUC'.CNS (Sea SHEET 4 OF 6) +6' OvMq... LAAANATED NEAT STRENGTHEP.ED aR ANNEALED UvE43. -UO. RESIN OR SENTRY Gil$S PLUS (SEE CORRESPOND:NC OES:CN PRESSURE TABLES ) OWING DETALS) . 1$0D: ExTERtOR GLAZ ED WITH 0.455 PENETRATTGN. USING OVA CORNING 995 StL1CONE ANC ALO3431UU GLAZING mu) (SEE GLAztNC DETAILS) NARROW JOINT OF SEALANT IS APPLuD ON ALL PANEL AND FRAME CORNEPS ANO 1NSTALATION SCREW Hc 323S: OX/X0 (x55.0 PSF) OR 0x /x0. XOX (t90.0 PSF) - -sURE RATING. SEE CORRESPONCINC cNARTS mow BELOW EACH ELEVATION. - SINGLE ROw OF FASTENERS SHALL BE AS USTEO ANC SPACED AS SHOWN ISZZZZ CORRESPCNDANc ELEVATIONS) O w000 SUCKS MO SUBSTRATES: TO BE ENCD1c'ERED B" ARCHITECT OR ENGINEtR or RECCRC. MUST BE A1404CREC PRCPER2t TD TRANS. R LOADS TC THE STRUCTURE EC*AREMENT: NO SHUTTERS ARE REQUIRED. 32 1r. rz 43317 v2 TY►. AT I II 11 9 7 W w X. CrG.1. Lrtc o,La ftpr t'f1 o fts.phin.A tit Fwf& Itvito&Coec Dz. J4 „ ?<ry moo . ? 17....1 7 lest toitheastOsIIPM3 0 9 • •• • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••. • . . • • • • • ••••. • • .. • • • . . • • • • • • • • • • • • • • • • :.. • • • • •. • .. • • • .• .• . . • • • . • • • • • • • . . • • . • .• • • • . T iCAL SECTION v - C l / Cs f• fOROOA CERMICATE No.24i40 Z JAMB Z (LOCK SIDE) • M CROSS SECTIONS ( ±55.0 PSF) w IV hall EXTERIOR FRAME WIDTH MEETING RAIL Z (ALUM. REINFORCEMENT) — D.120" UVEKOL S UCU1D-RE_' & %MIER LAYER BY SURFACE SPECIAL-7 EM 3 /t6' ANNEALED GLAZING DETAIL s:Aur RILL SIZE if Q JAMB Z (FIXED SIDE) ANN..d ..hw.tsNA FUN& Wag Oat uOA Pawl Deis Omni 8 a 6 • ••• • • . •• • • • ••••• • • • • • ••• • • • • • ••• • • • • ••• • •• • • • •• • • • • • • • • • •• .. • •• • ' •• • • • •'• • • • • • • • • • ••• • • • • • • • :• • . ••• •• • OOOOOO •. tro • OO •... • • zv� RTICAL SECTION SILICONE &AD S805 LM EXTERIOR FRAME WIDTH 2 JAMB MEETING RAIL (STEEL REINFORCEMENT) • CROSS SECTIONS ( ±90.0 PSF) °, , � t shmaimikt ! / �,•...;..� i.4wt � t 3 (LOCK SIDE) it l t it EXTERIOR FRAME. WIDTH 5 O JAMB 6 MEETING RAIL 7 MEETING RAIL 3 (LOCK SIDE) 3 (STEEL RElNF.) 3 (STEEL REINF.) 3/I6" HEAT STRENGTHENED DOW CORNING 9 GLAZING BEAD 4 U � 0.100" SENTRY GLASS PLUS iNNER LAYER BY DUPONf. OR O.t20' UYEXOL S MUM -RESIN INNER LAYER BY SURFACE SPECIALTIES. INC. r 3/16' NEAT STRENGTHEN' •4!S" GLASS r BITE GLAZING DETAIL SCALE. FULL SIZE (JAMB 3 (FIXED SIDE) T3 B JAMB (LOCK SIDE) • • ••• • • • ••- •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • •• - • •• •• • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • •- • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• 4E • • • • •• •• ▪ • • '�- g I w0 `0 gUCK. (10 91 • • .� .ENSINEi[A-r. BI/-tR:::- OR ENGINEER OF RET -OR3), TYP'CAL 1/4 MAX. STIFF METAL IC SHIM - TTACHMENT STRATE _ 1 BY Q.T. WCOC BUCK; ;TO BE ENG'J:EERED BY ARCHITECT ^R E tG:NEER Or RECORD). TYP':A. 1 x 3/ . 2/! r 4 - LONG. PRE - DRILLED & FACTORY INSTALLED AL'JM. C (ITEM iSS) AT FRAME READ ONLY. 23 FROM RAJA( CORNER (TENT SOE ONLY), ATTACHED TO FRAME WITH TWO 110.1' RN. SELF DRILLING SCREWS (TYP. FOR ALL APPLICATIONS) ELCO I/4 HH. TAPCON (MUST PASS THRU CHANNEL, ITEM 133) ELCO 1/4'4 NH. TAPC3N (uUST TMRU SILL CJP. tTEM j9) 12' LONG. PRE — DRILLED & FACTORY *STALLED ALUM. SILL CL'° A APTER (ITEM 0) AT FRAME SILL INTERLOCKS ONLY. (TYP ALL AP?u AT1ONS) EXTERIOR TYP. JAMB ATTACHMENT TO CONCRETE SUBSTRATE t 1/2 MIN, £MB�yi • It TYPICAL HEAD /SILL ATTACHMENT TO WOOD SUBSTRATE • 7 /// --- BY P.T. W0C0 BUCK. (TD BE / ENGINEERED BT ARCNIECT OR NG1NEER OF RECORD). i"PI AL ��- . - -LCC 1/4 - • FN. TA?CCN •- 1/4- MAX. STIFF ME7A&UC SHIM EXTERIOR TYP. JAMB ATTACHMENT TO W000 SUBSTRATE N .d 2 BY P.T. WOOD BOCK. (G 91 ENG1?IEEREZ BY ARCNFTECT 1R ENGINEER OF RECD.4D). TYPCAL .-- t /4' MAX. STIFF METALJC SHIM ELCO 1/4 - - HH. TAPCON 0 z TYPICAL HEAD /SILL ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) EXTERIOR TYP. JAMB ATTACHMENT TO METAL STRUCTURES (STEEL OR ALUMINUM) 1 STEEL' 'y 3S {Si MN. I L OR ALUM. 1/8' MIN. THICKNESS)! ELCO 1 /4 0 ORILL -FBI (G1ACE 5) Sc'LF DRILLING SCREW. \ --1/4 . MAX. STtr'F MLAL'.JC SHIM � •/4 - 0 DRILL-FL`.'`.( (GRADE 5) SETS ORIWNC SCREW. 1/4 MAX. STIFF METAL:.IC SHIM AM■••■• r wlil'i••.ttlt O4 Du • tl r Z44 T R10A• Ou •0 / Marl D. h.At G1nIIM ALUMINUM: 6063 -T5 ALLOY MW, ALUM.: Fy 23 KSI STEEL: F < 33 K31 MIN. (STEEL CR ALU). . 1 /E MIN. THICKNESS)' • eft / fy KELWN WITFIELD, P.E. FLORIDA CERTIFICATE No.24140 3 6 2 Z S805- • 19 ! 3 i P5043 1W00L 11 3/r x 7/8" r 1/2' FINSEAL. PAD XRAME: 'RACK 11NTtR OCKS & LOCX 61405 20 I 2/VENT ' I PLASM /BRASS 1WHEE( HOUSING ASSEMBLY • WiPDOw VENT B3TTOU RAIL Dips 21 1 4 /EN: v - -- 15063 -TS ALUM. r.540" r .740 r .063 CLA'.ING BEAD (tS0.0 PSF) WINDOW GLASS PERIMETER (OX /X0, X0X t9C 22 f 2 1 - -- I CLA5S t7/15" OvERALL LAM. ANNEALED LIvEKOL WINDOW FRAME,NENT (SEE DESIGN PRESSURE 2' 1 2 OR 3 - -- I CLASS 17/16" OvERA L LAM. H.S. UVEEOL /SENTRY CLASS WIN i0W FRAME /VENT {SEE QES1CN PRESSUR" 24 = AS RES - 0 395 ISnJCONE GLA2ING COMPOUND (DOW CORN2NG) CLASS PERIMETER 25 i SE E'.EV. � - -- I STEEL/PLATED !INSTALLATION FASTENER (SEE SHEET 4 OF 57 WINCOW FRAME PERIMETER 26 I 2 /C;.a --- 1 ST£ r;P ;PLATED 1fIC . 1 Pt1. gar-QRtLLING SCREW (AS.) VENT HEAD W1NDL0A0 CUP 7 RAME CORNERS 27 ' tt - -- 1ST s 112 . 1 1 4" PHSMS. Asvc 28 j 12 1 - -- ! STF 1114 s 11 .SMS. (A<St.) _vENT_ CORNERS & 10P /801101A RITER€,OCKS L.211 ; t --- 1 5253 -'6 ALUM i 3 S /8 * .062" SILL RISER (x3 XGx 690 PSi ) wmoow FRAUt SILL BASE. CLUED ON THE t:. i 30 • II /INTEFia7CKI --- 1 6063 -16 ALUM.Ii 1 1" r i /8" INK. REINFORCING TUSE 11470 M+JVtNC METING RAIL (X3 /OX *55. p j 3 ". /INTERt^_Ki - -_ ISTEEL A-513 1 :111 GA.) 1' s 1 REINF0RC1NC TUBE • INTO MOVING UEETIN;• RAs. (XO /OX. x0X 4 .9. ( ...t.• I r.--roi.1^tel ___ 16083 - 46 ALUM. It' r '1/2" r 1 /B" TKK_ REINPnRctNc 2 4ANNEL I INTO FIXFC ME'11N0 RAIL 1x0 /Ox .45 n act' } Tu -1 1141. FRAME JAMB (MD S10E) }.._ 1.406' 1 t TM -130 FRAtJE NE/0 1M -134 FRAME SILL TOP • ••• • • • • •• • _ t • •• •• • • • II • • • t• • • O • • • • • • -4 w t• •• • • • •• • • • • • • IF •! • • • 5 1 ,1M -132 6063 - ALUM_ § FRAME JAMB (LOCK 520E) WW • • • • • • • * 1 IM- 1311606 - ALUM. FRAME JAMB (FIXED SIDE. ±9C.0 PS.) • • • • E 1 TM- ;34 6053 -TE ALUM. jc'RAMC SILL TOP • • 4 1/1NT£RLO - .6063 -T6 ALUM. FRAME SILL CLIP ADAPTER (1 10143) Yn A• • • • • • • • • •i0 ` i 11u -135 i 5063 - ALUM. IFRAMC Stu. TRACT( WINDOW F:2AMF CH 1 • it 2 ...... IAncr_Tx - •Eu MGC141 1: RAK. Wl0OW FTUIME 12 ( 2 ITM -138 16063 -T6 ALUU.IVENT TOP MO 9O1TOM RAIL WINDOW TOP & 507014 VENTS • • • • • 1 3 1 Tu -139 15053 -Tt ALUM. jVE1.: SIDE RAi1 (LOCK SIDE) WINDOW SIDE VENT • • • • •, • • • ■4 1 1 iTU -140 1 6063 -16 ALUM 0•4VMAC MEETING RAIL WINDOW' 5:22 VENT. ••• • • • • . • • • • •, • } • 15 14,/uTE , F*41! TM- 1 - TE ALUM.I'EXTP„QEQ Ct.AZINC BEAD ( =55.0 PSI WINDOW 31AS5 zERIMETER • • • • • • • • • • 16 ( { 'II STRao 1 W31225 1 WOOL i FIN SEAL WEATI4EPSTR1P -.770` x .220 HICK FRAME PO 1t E7 JAM9NNT TOo BOTTOM F • • • • • • •+ • 17 1 (1) STRIP f W43371 j WOOL WIN SEAL WEATHERSTRIP -.187" . .370' 141 14 FRAME '2T2' .JAMB VENT SQE RM. (103.4 �{ c 1S 1 ! 11 ..7'121:. W4320 1 WOOL IFIN SEAL WEATHERSTRIP - .18" r ,20 ltiGH F IXED 3 MOVING MEETING RA.S AND SILL 'C' FRAME JAMB (1021C SIDS) 1M -1.334 FRAM: SILL EASE r . - - 3 tr ---f 1.150 ^ - 5 TM -137 21553 MEETING RAIL ••• __ L.-% r. M .=• �- t-R ITEM1 UUIWTITY .PART No.I MA %tztA(. t CIESCRIRTtON 1 I 1 ITM -118 !6063 -T6 ALJM '3 1/5 LONG SPRING 1040ED VENT LAT X14 3 R 1 M- '.334 5063 -.T6 ALL IL. Fi24■12 SU. BASE ■ TM -130 6063 -16 ALUM. I FRAME HEAD 1 ,111 -1314 5 053 -T6 ALUM. FRAM£ JAMB (21550 5205. ±55.0 P5F) re 33 1 I JV£k1 i - -- 16063 -T6 ALUM 1' r 13/16" r 1 / e" r 4 LC. 4 040 14'1 CLIP 34' 12 /tNT£Rt0_KI - -- ' STEEL A - 3(11 3A.; 1" r 2/2 REINF0R -MZi C4IANNir WIMmor1•r a.MMt vut, .t - - c 19044 NOTE: (') DENOTES FULL LENGTH ry 1 th I� n .oi: J 1M -135 TOP AND 8077011 2Ai.. TM - :18 VENT LRTCr LO;v., I..- 146: --•� t �1r� 42V --1 y i s • 41.4,.ei, I `xir 11 -1414 ExTRUOED 32.72140 ?EA:• L D: ATI ^N w :NOOW t2 N7 S RAIL Mt31?A1 (LOCK Sd' wN 004 23 222.44E WINDOW TO? FRAME WWDOW 310E RAVE DOW ssoof. FRA145 MNCOW 5435 rR434£ Wv4004 8071044 FRAME NOOW 2RAME SILL '4T EACH INTERLOCK I 22.4 1E .IEAD. £ACK VENT. 2 +7i'C Fa M£ ,*NC RAIL 153 /05. X0X 190. 1 E:5 -- 125M {C EILL RISER 121r • ct /12.1 1 /e' PH3&IS. ASSEMBLY SCREWS • • ••• • •• — •• - - a% • • • • • • • 112 • •1 1 /a! P+&gMS. • • • A tt •IRLY ;SCREWS* • • • • • • • • • • • ••• •• • • • • • • • /lo 1' ► ASSD118LY • • • • • • • • • ' • • • • • • • •i• R • • • • , • • • • • • • • • • • • •• • •• • • • • • • • • •\ • •• • • • •• • ` `_ • A • • • • • • • • • • • • • • • • • • • / 10 . 1' PH.SMS. ASSEMBLY SCREWS /t0 x 1' PHSMS. ASSEMBLY SCREWS 110 . 1' PHLSMS: ASSEMBLY SCREWS A/pnnrli OApby WOA• X12. 1 1/4' P)k. ASSEMBLY SCRERS , ��d • .• M1AM1DAt)E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCY CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 NW:l2Ave. Pompanc Beach, FL 33069 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 Baud of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Autho-ity Having Jurisdiction (AHJ). This NOJ, 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. 130RA 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 th+: Florida Building Code. DESCl2II'TION: Series "230 "Outswing Door with Sidelites LMI APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets 1 through 6 of 6, prepared, signed and sealed by Uumayoun Farooq, P.E., dated 08/28/02, bearing the Miami-Dac e County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following s aternent: "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 materiala,u ;e, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any • prodntt, for sale :, .dive ising or any other purposes shall automatically terminate this NOA. Failure to comply • ▪ witb'etry•sec tion df this•NOA shall be cause for termination and removal of NOA. • • • AD 't TISEA4ENT :The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expjrpticn data Ina be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be dgrjeMilsenQ . • INSYEC'FI+)N: Acpy of this entire NOA shall be provided to the user by the manufacturer or its distributors • • and sliall•be .ivailubie for inspection at the job site at the request of the Building Official. • • . Th,s ftttijted dct4 erltation was reviewed by Theodore Berman, P.E. •••• • •• • • • •••• • • • (A) S- o(p- - 1,1 S MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 Page 1 S..1rACE A�F? 'A-SE WJAT;N$ VAY BE USED 0 1 • • ••• • • • ••• • • •• • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • <<e' • • ••• • • • • •010-44 w;TH �� • J' • a • • I \: • - ; •�•' • _C^ �T • • • • F it•� • / [ A., • •\ • • r \ ;. • • • • • • •; • • iltzAtt tt 33 3?e" D._. QPG. • • •• 37 5/r ' S1D.EJTE K.JTN •zit ' •lc, •• r•� tt t \ Ii 25 1/a' D.L OPG 34 1/. 1tit3TH 1a 1/2' ccva w,pTH 71 1 /e' E32R FRAUE 4 ;3TH ( OXXO ) 25 1/2' �DL QPG 13' YAx_ K aOtSiu — " 1 5' tux. wzRu!Su CORNER; kdf n `4 TYPICAL KI IVATION TESTED UNITS S R!Es -23O MUM OUT -SWING DOOP. W/ SIDE_LITFS DRS /SIY_JTES GLAZE? will- LAMtk=T D GLASS RATED FOR LARrt AND SMALL M1SSi' E IMPACT AND REQUIRE NC SHUTTERS. FEE SHEET 2 FOR DESGN L3A3 RAT':NOS. Tres PRODUCT 15 DES2G:+ED TO GCLP..Y KITH THE Koff '.LEI. SY HURRtCA ZONE OF THE 2001 FLOW:A BULDINC C'SE ALSO FOR woo LOADS AS P R ASCE 7 USNG CORRES c NG LOADS. WOOD B4C1t5 9Y OTttE•3, OUST BE ANC/HOPED PROPERLY TO TRANSFER LOADS TO THE STRUCTUkE. ANCHORS SHALL BE AS LISTED. STACEY AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE ttAT_R:A_ S.HAL_, BE BEYOND BALL OPESS2NG OR STUCCO. ANCHOkNG OR LOADING CDI.Ori »nS NOT SHOWN IN THESE D TAF S AFIE NO': PAR'. OF THIS A'aPRCv&_ FRA E A7DT4 ( X X ) 2002 r CC VDEIRE - CESIGN LOAD CAPACl ? ,PSt • PANEL. 09DlSOeS • • CLASS 06K 'A' W.3TI1 NEAiH1 ExT. (,) err ( - ) " -6' r -C• 65.0 minimisi G.ASS TYPE 'Fr EXT. (,)I wS. (-) 3' -1 5/8' 8' -0' aa6 f 80.6 OOORS w m.;;UT S 1'C - OSSZON LOAC CAPA - CAP�aL TxYOR CAa8. s 43S CLASS APE 'B GLASS Tnt 'C' C LASS TYPE '4' 1 EXT. (F )1 RtT. (-) G.ASS TYPE 'Fr EXT. (,)I wS. (-) A6 1 P£ 'c' EIIT, j +)( MT. (- CLk 5 WPC o` EXT. (.01 BA. (-) EX7. ( +)I or T -} Err (.). MT. (_) 3"-1 7/16' % C-13" 8 x 6'-8' 53.3 ! 90.0 53.3 j 63.4 53.3 650 80 4 . OC.O MO 1 4C.0 650 as* 3 - 7/16' x F a' - 0 • x 7' - 4' S3 3 ( 9".4 % x 533 65.D 1 80 - 80.4 sc X 55.4 i 55.0 3' - 5 7 /t6" 5 6' - 4'1 E' - C• x 8' 53.3 ' 90.0 9 x 53.3 1 as .0 BC0 ` 96.0 x x 65.5 { 65.0 00095 Y•,': SAN Sit r0R OOLNtS 1t Rt 5x1 A0 -ON SILL. 61556 59 r0n 09955. SY.SER RATER W R EC'J;RD11 TS ARE 909 APPLfC4555. • • • • • •.• • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••. • •• •• • •• • • • • • • • • • • • • •• • • •• • • • •• ... .•.• • • . . • .. • • • • • • ••• • • (X) 75 s /a mAx. 37 7 /IE" I •• • • • •• ••• •• 75 3/4' Mkx. (xxo) (oxx) • • • •• • • • • • • • • • ••• •• 109 75/ 56" I.tA7t. 114 1/19' R7eFx. (oxo) APPROVED CONFIGURATION5 148' MAX. (oxxo) 514 5/56' MAX. 0.460" OVERALL LAM. GLASS (11.0$ TYPJ =A_ GLAZING DETAIL AT S)OEL)TE u4LA4r1.� OPTT^AAL 03069 xTn. S3CL1Y3 r- SCE C-4A57 ABOVE rcR S10CLSTE CAPACtrr s: LOWER VALuC Cr SiDCL1TE 00 000; -3/16' ANYEALE° CLASS r-3/16' ANN EALED SAES 090 9Ar1,FX 165 66EPSAFE MAx1Y ‘P 9 tn^.EERLA'E.R r 3/16 . AN NEALED GIASS 51.014E uGLAZE 500 � - 3/16' 14 Cu55 k .080 SAFLEx rtO " PrB 94 ERLAYER E 3/16' A.'tPEA::'r G1A55 S;:Y.CNE T 503 TREuACO .o fc� 0.440" OVERALL LAM. GLASS GLASS TYPE�C' H. Y0.J9 t49005 508_';0108 M PE 10.37 Uzi s 1001 061 5Ar -CLS POLYJ.R83tiATE LPJ47ATC \ -3/16' AM4rfJ.£D GLk55 1 1 S!JCCNE TOEMC;JSE 500 r` { ' TREpCO 1t1 j t 1 W 0.455 OVERALL LAM, GLASS GL4$., YPE ' \ 3/16' TEUP. G'.ASS '090 SkrlEx 91G t 0vs p..TER„ AYEP -3/56' TEMP. GLASS . 1 `' SUJC'°7C T i;M3'.AZE 5O \ [ 19 c0 1 G; / 0.450' OVERALL LAM. GLASS ,ASS TYPE 'P_ APpwwwla .•Lrba•e L1wrM Dtte2- HORS Mixad Coif rreint g ✓LGt�rr G"! TYPICAL f14:'HORS 1171 AL AN C}, ROARS SEE ELC•N. FOR •PACNG 0 • • S�7N REV. FOF• SPACIN% • • • • • • • • • t ' j 4�! • . • • • • • s • � - r • • •• $ • • `}' • • •'`N • • ••• • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• 3 .3 0 3/e" x 3/B' I /2' FROM SC. ENDS floSH BOSS PENETRATION r Butt 1/2' MSI. FLUSH BOLT PENETRATOR KRNAL le sus 1.4 12' o C. REOD. FOR MI LOADS AB04T +53.3 PSf 8 RECD. FOR DES8:N LOADS Ae.^NE 65.0 PSF RE00. FOR r i4YDESIGN LOADS ABP2 65.0 PSF TYP,CK Aw.-HcA6 SEE ELEV. FOR SPACING 3/r x 3/r •EEPS 1/2' FR1I. \ SILL ENLS , I y4)00 BUCKS NOT BY TM 1V:NDO!15 AFJST SUSTAIN LOADS IMP05 0 BY GLAZING SYSTEM AND TRANSFER TNEM TD TIC *DING STRU- O RATE. ALT. i OPTIONAL Hi SSE 547 I 4174: TUCT C5 AA.YN_ 1'5 h*.. STEEL : fy - 38 KS LAY. ALLA NLm : 6063 -T5 LEN. REVD. FOR DES/OR LOADS 65066 +53.3 PSI* t ji . TYPICAL ANCHORS SEC EL_SV. 808 SPACNC ! (14 Sus OR 1/4* 518 SELF ORIWNG SCREYYS TYPICAL ANCHORS 565 ELEY. FOR SPACING 1/4' (RA TAPOONS BNTO WOOD DUCKS OR WOOD STRUCTURES 1 -3/4' u:N. PENETRATION INTO WOOD Tt88 181 on 281 *000 DUCKS 14TO MASONRY OR CONC. 1 -1/4' 8*9. Eu8ED INTO MASONRY OR CONC. DIRECTLY INTO MASOKRY OR CONC. s -1/4' INN. NOM INTO MASONRY OR CONC. 1/18' S11 F f7P t I or VYxWS (f1PK l T1 FY TIE( raw) INTO METAL STRUCTURES (SILLS OR ALUWNUM 1/8' MIN, THICK) STEEL : Fy - 36 KS1 MIN. 81.118418138 6063 -T5 MIN. SEALANTS: FINALE CORNERS AND CLATYO BEAD TO PANT.1 SEALED WITH WHITE COLORED SEAL&Ni. SEAMS BETWEEN MULLION AND J4M85 SEALED KITH SILICONE HINGES: 7 -5/8' LONG ALUM BUTT r]NGES. AT 11' FROM EACH END AND ONE AT MID5PAK OF LEAF. LOCKS; STAAtosta STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT CAM ACTIVE LEAF LOCK 5111. 4e' FROM BOTTOM CONYEN10NAL LOCKSET WRr„ KNOB, KEY OPERATED ON EXTERIOR AND THW18 TURN ON INTERIOR AT EACH ACTIVE LEAF LOCI; STYE. 39 -7/2" FROM BOTT MANUALLY OPERATED CONCEALED 111.13584 sous AT TOP a 5077044 OF 4:8014 LEA' L0CX STILE KI5N •01.75 AT To. 8 SOTTO. of ACME AND WclW4: LOV5 TO SE ENGAGED D{Rm:: /5R 115 or N!AS•GNIE WINOS) . • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • •• • •• • • • • • • • • •• • • •• w • • • • • • • • . • • • • • • • • • • CFO. FGR 30 -Etr- H :WS S • • •/" ABOVE 65.0 PS • • • 11/16' SDEVTE WDTI OPTIONAL LEAF W:OTH mot+ FRAME YAOTH 0£RAJ. FRAME MEIN LEAF W'3TH ACTIVE LEAF CR HUrAnv1H A300C STRyCTUPES Ft", PE (,64ST O'Ff�TS 1007 n /16' SIDE? ITE MDTH F . i1 :C. ANCHORS SEE ELEV. FOR 5PAzFFG 26r i W000 BUCK I /4' MAX. ti SHM 70PtCk, ANCHORS ( ELEV. FOR SPACNC • » 4 MAX. Seth O • • . v ' • 1 .21 • • • LEAF w?0'H FRAME A:.1'M REM. FOR tc-amcm LOADS 1 65.0 P5F OR LESS ACTIVE LEAF RE00. FOR C' .17 DES10H wOAOS ",• 65 0 P5F OR LESS EXTERIOR .£AF M.0'H FRAME Mt: TM TYPICAL ANCHORS SEE ELEV. FOR SPACP 1/4' MAX. (Jjj SHIM SPACE z s g TYPSAI. 04C}A JRS SEE ELEV. FOR SPACar3 l / x I -1 /4' SUE. AT 15' O.0 MAX TYPICAL PER c1 R' y 2 PER CUP T4•; A O} 6 i • '4 AWL' ' 4 «u3 ,CA. -:1 - -r 1 17w 20615 1 FRAME SiL • TC %_ -'5 - 2.4 I Cr 37319 1 ALT. ARM!! SILL 6963 -T5 - 3 I Cyr 36572 2 ) FRAME 4489 6063-15 - 4 0* 340 1 PANEL LOCK STILE 6063 -T5 • - _._, S Cr 36935 1 PANEL 1440E 579E 6061 , - 6 T4 -981 2 PANEL TOP /144 it34 4146. 1 5063 -75 I - 7 4Vr 31826 4 ! 6EATHERSi11V ADlPKR 1 5063 -T5) LNO O+ OOCR STCQ ;TOP; grT Qou) 4 f GP 37349A 2 7E ASSY. T4 OUittt Bt41T 16Nv'L 6063 -76 1 30CR PME:/FRA1q H4VGE SIDE 9 GP 3384 1/HNC( ASSY. 2 T4 CENTER BUTT 41147E ' , 6063 3 -75 • ODCR PATTE6/rRABE 4543E STOE COCO LACK INSERT 6063 - i -O:K STXE 10 1 CP 31222 11 I - 2/ L E 145. 3/4 x 1 1/4 x 3/4 x 1 /6" CM ) 4LL6A47J4 3" .047 12 1 LAD/ 14 FLJS41 BOLT 455E4RLT 'ALORNLAT DOOR LOCK STILES 13 CM37O56 AS RECO UDC AE#:TORCw: W R. 1Y LOy0 440 6083 -75' 41 S.414 14 G422GS6 AS PEW SILL ALUNTO413;45 84R. 12" LC.3 6063 -15 AT 65 SPAN Is 1 - - - - - t6 I 4037 A5 aEC•o. 171RAFAB" CENTERFW wCOLPRE WOOL. LLOCK STILLS. APRS. 4 43 551. 17 I Cyr 27645 2 /LEAF FLL5i1B0LT 7jO7 5063 -75 I Loot 37RE5 EULS (TJP/80TT94) 18 ! - 1/1•6CE 7/32 16.140E POT ; 57EEL 1 AT 56CH HIKE AS 51•81.7 19 - - - j - 1 20 1 - 1 A5 REDO. #10 6. 1/2" F3i. UNDERCUT SAS. 1 rm. I AT r USN 80L75 21 1 - 2 /LEAF 4 1/5 "s 1l�A04 ROD. yr- 06 t Nur 1 'TEEL I TOP/80770N MD RI.1.S 22 I SEAMS 400 1 RwrISR 540BL0741 1 - 1 40 !471=7 23 I SERIES 600 1 sweat 0EADOOLT - 1 4. LEM 24 - 2/KPACE ASSY. Hare'£ 45: I R.ASTIC I l6H3E ASSE4816 2S - 36 cur PL50 (OPTIONAL) I PLASTIC d0 JAMB 445762.. S:4E6 HOLES 25 - I AS RECD. /10 x r PH. 5145. (As 5, - P7W) $TEE : 0004 MAIM UE495R5/4 .i.. 7111 27 2e • - 2/444.:7 43 48477 0.1P 41545715 i H4N0E A3574.8.7 1 - - - _ � ALM_ 29 1 SKL ALUM"! (1' x 1• x 1/ 1.'35 3C I 111-7524 31 • TP-0514 - 16446E RE9(04 DIEMS 6,o5 - 122 -1/2" URIC T 1 4515044'. RETNFORCE4<H7 4763_13 DOOR LAM* Sr 33 i - - - - ; - 34 ' 14-054 2 'Antic. 6063 - I 3(T6EE1: 57004 /5407 371. .5 4143 35 Cm 31456 4 54,455 STOP 6063 - ! ma 46.7E 0.47944 *741457(5 36 I - 2/6KALL 2 4 ". 2 7 /3A 1/B• QR ALUM i TOP * 831104 07 15.91 37 3 C9 36737 OPT 04. DECORATIVE. ATOULDPAC = 8063 -15 ' DOOR PANEL PER51TER • • ••• • • • ••• •• •• • • w •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • --- 3 775 -- • 10 FRAME HEAD 74 . .0341 • • • ! 586 04 1413 I 3 -I 4 -429 GLASS STOP Cw -3.956 r-• • • • •I• • • • ••I • • • • • • • 3.3:9• • I •,,, •3391: •••` • A. • ) I mo_,_ • r • • �_ J • • • • • • • • • S 4 • .. - D - L 1354 P py4 _-i .125 J ASTRAGAL REI4FORCEYEtir 14. r f - 300 l6� ) I.ODO 1 L� �� 1�-2- 899 --i H14GE REINFORCEMENT 7 44 - 0524 • .11 1,.. • 2.1 ••• • • • • • • • 1.512 1 .053 1.043 DOOR .A4® /S4OELTE FRAME 7* 36573 4457 i 640 .6. --I L_. L595 605_ 462 FRAME w � SYL CP -28515 r 1574 WEATHER -5TRi? ADAPTER 79-31.26 �b15 280 ____` DECORATIVE 4C(UL.0 40 Gw' -17'37 L- Lr,9 -•J • ODOR TOP & BOTTOM RAIL T4 051 DOOR H04GE STILE GA _`4523 4.733 7.062 DOOR ER 544E 2* 3 379; . 760 -- t9 5 1-• FLUSH BOLT GUIDE GA -27647 11.172 C4 37005 -4 06•7EN 1,45 44475 Plw•7 HINGE ASSE4BLY 125 ^ /12 - 28 X 3/4 ! 14447E CAP 7.46 545 / _g to x 1/2• F H. 5145 TT EJC9 1 y e G 3501 7589 3.� 42'7 .75 1 4OC <67 -SC7 ( 2942 1 Err:: .ro .K:W 7514. 144 S'R 9 1 ALA, PE 16557 t 15 2002 1457 r _ c am -- - r I L - .552 4 f ° -- •3000 ALT FRAME 5455 54 - 373.9 Asf 2,x4114• 446.8i6641Oi 111 Pude Orr ROM Mimi P+ (s altar /7412, i�r 1EE.r -4410 . I! n t 1 '� ~ Orowin9 n0 W02-77 1^441 e. 6-1 ME 7 0° CORN rrE CORNER towlatelet wid& nod& bee WA/ Mod Sok flubsa • • • • 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • S i ci9 i ■ I • •• • • • • • •• .,..,-,,,lisigatasalaftm, • • • • 6 • • • • • • • • : 1 .; 3 • • ft • • • II • • • • • ,,._,...:..„1.%. • , 11 • • • • • • • • • • • • • • • • • • • ;•o • • • • • • • • • • • • • • • • • W02-77 • • • • • • •• • • •• • • •• • st 6 1.4 6