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RC-07-913Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/25/2008 Inspector: Grande, Claudio Owner: DEVINE, MICHAEL & CLAUDIA Job Address: 54 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Block: Phone Number 305 - 759 -4883 Parcel Number 1132060131470 Lot: Phone: 305 - 892 -6507 Building Department Comments REMOVE BRICK FROM FRONT OF STEPS, ONE NEW WINDOW AND TILE EXISTING FRAMING ON REAR. HOUSE, BUILD NEW DOORS ANF Inspector Comments cc Passed / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, February 22, 2008 Page 1 of 2 BUILDING PERMIT APPLICATI FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 n; , octlen 0-1l�lo�. Permit No. RC I- 913 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) IA, \ .l C Phone # 3 Owner's Address 5H PE 1 oZ.'i' City Mr ti a Sir Tenant/Lessee Name State Ft— Job Address (where the work is being done) City Miami Shores Village County FOLIO / PARCEL # 1) • IAA � • 6 1S ° `i'1 D Is Building Historically Designated YES NO Roofing q – Ve 3 Zip e 313 Phone #,: Miami -Dade Zip 1 3 13 fb Contractor's Company Name 191144 ARC._ 0 C Contractor's Address 1 C S7\f j_ City ..1 i ok.A.4.4 , State Qualifier Name L) J ' - ( 343 State Certificate or Registration No. Phone # 5— q2 F..� Zip Phone # 09 a6.s—u7 Certificate of Competency No. ngineer's Name (if applicable) 1 "'na4C kt io Al AC (1.k. Phone # v C 2. € • 3'a 3 7 Value of Work For this Permit ;$ 1 1 / 00 O Type of Work: yAddition Describe Work: ❑Alteration ❑New Linear Footage Of Work: r` =may' tc 32. ❑ Repair/Replace ❑ Demolition * * * *** * * * * *** * r* * * * * * * * * * * * ** Fees* *********** * * * * * * * ** * * * * * * * * * * ** * * * * * * * * ** Submittal Fee $ 17-5b 0) 5/4i Permit Fee $ 3 5'O CCF $ (-9 • COO CO /CC 1 550— Notary $ S Training/Education Fee $ 2. 2 0 Technology Fee $ S . Scanning $ 45— Radon $ DPBR $ . Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 664, 4. G D, r1• /AO r o0 Total Fee Now Due $ 441 .. Z See Reverse side -* Bonding Comp Bonding Comp City Mortgage Lend Mortgage Lend City Application is commenced p construction m� WELLS, POOL, OWNER'S A applicable law "WARNING PAYING TN) CONSULT COMMENCE Notice to Apply promise in gm _ whose property is subject to attachment. Also, a certified copy o t e recor# e no c for the first inspection which occurs sewn (7) days after the building permit is issued inspection will not be approved and a reinspection fee will be charged. 03 N 0 z G) t• tl • to 0 Z 0 cn D m S33d 1OVdW m c_ m n — I m 70 m Go c D r D m f/) 0Q Signature l�!l�r�a i Signa wner_or Agent -- The foregoing instrument was acknowledged before me this l() day of PCVA_ , 20 d1 by K1(YKi( 'volt who is personally known to me or who has produced tJ lUS ft a v m Z m • arr to m at • 0) c D D D m O rn • E D • � n 4* - 4 0 5 or installation has all laws regulating UMBING, SIGNS, compliance with all SULT IN YOUR FINANCING, NOTICE OF the applicant must ivered to the person osted at the job site In the absence of such posted notice, the The foregoing instrument was ac • wledged before me this 4 day of 1 "r , 20 07, by b`ile irrr/Sf/e who personally kno to me or who has produced m.-36 4,1 I 0 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: M Commission E Aires: * ** bLI** *446, APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission Expir" »/ 2 '/1147 G�• EXPIRES: October 20, 2009 nvrders BontledThru Notary Public Unde Plans Examiner Engineer Zoning rECT7— JUL 3 1 2007 BY_ CFN 20007811751526 OR RECORDED 07/31)/2007 This Ins e t Prepare4 By: HARVEY MINI, CLERK Name C /Z1, 14Q01X\Q f S-�°T F' Address j5-1 N 102 ""f 'Si vow\ S`11w~v) L - Permit No. STATE OF COUNTY OF NV Por 1111111 1111111111 1111111111 11111 11111111 CK 25818 Ps 0119; (1es' 14142 :Ct6 OF COURT► MIAMII -DADE COUWTYP FLORIDA NOTICE OF COMMENCEMENT Tax Folio No. 11— al 0(g " 0)3 1 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) 5H ut 1 oZ" 3 . M\'r rw Shorcg, r ( 33 t3 2. General description of improvem t: 1?-2W' O\ . 1�nc.� C c ter. A • 3. Owner information SAtk a. Name and address: MVc, n411-L C- -1AUdt b. Interest in property: OW r•-8" c. Name and address of fee simple titleholder (if other than owner): nsew vR Jnc� tSu Dev*N1 5`l XPE 02` .et Si GA" cw.N ) ).rew door find 4. Contractor. a. Name and address: P1f`Cc. C- 0.,Slrucliw\ b. Phone number: `'305) g9a — CPS 0 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 6. Lender a. Name and address: b. Phone number. 6,0 D Po tscrtpN- 1(0(05 NE. \3Ra" TIN' o-f2. 0 r`ViN 1 ONe'n∎ l_ 3 3 t Z 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: S AtiG +�, ot,3 Nett. b. Phone number. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes: a. Name and address: Aux, (fj c -I ®N CO 2,QO/) -i9=C1 010 Ic 'S �i �; i3 7` r�'YVOt CP b. Phone number: (J, tf / AL B3 WI 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Owner's Authorized Officer /Director Partner /Manager Signatory's Title /Office The foreg�oQg II,strument was acknowledged before me this i 514 day of � Z'ztl (year) by /(iC/G�C Ylw` k(t (name rson) as (type of a hority, .;.e.g, officer, trustee ' ;•` n fa• for (name of party on behalf of whom Instrume ` -Kti :995 --- - .-�%�! Ow" g \ON pD 20� CDM<,A \S Op0 Zd 4 S i nature- Notary Public — tate of Florida - Ea mv"- Print, Ty • or Stamp Co •- stoned Name of Notary Public t. Vii: e010361‘‘ ` Commission " ' • - P1 ,aNp Personally Known _ or Produced identification tn!✓C /S IC Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that th knowledge and belief. facts .tated it are t Signature o Natural Person S fining Above STATE OF FLORIDA, COUNTY OF DADE the HEREBY CERTIFY that this +s a .true� day of ongmal filed in t s office on '� , AD 20 C) Official Seal. RK of Cu ita and County Courts D.Cs WITNESS MAR By to the best of my DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Y///iarni Sliore� e DEVELOPMENT ORDER File Number: PZ06 -1026 - 05 Property Address: 54 NE 102nd St. 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 Applicant: Mike and Claudia Devine (Owner) Address: 54 NE 102nd St. Miami Shores FL 33138 Agent: Mark Campbell Address: 373 NE 92" St. Miami Shores FL 33138 Whereas, the applicant Mike and Claudia Devine (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Addition and Remodel. Whereas, a public hearing was held on October 26, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to comply with Village Code for parking on the right -of -way Section 521(b) (2) b. and remove paving that does not comply with the Village Code prior to receiving a Certificate of Occupancy. 2) Applicant to obtain a building permit before commencing work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Color -Thru tiles to be utilized. Page 1 of 2 Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 26th day of October, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes Ch:`rman, Plannin d Zoning Board Page 2 of 2 Miami Shores Village Building Department T 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET Zvi 4,4a,c) Reviewer: Claudio Grande C.B.O 305 - 795-2204 Ext 1430 r Miami Shores Village Building Department CITY 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET („../r/ /1,Tao 1. Cor . i ' 5 €t)A.onige-0 ise.cir elE 104)...S • /c) X E" CAI i z1.et) ,ehiJ I,4 r 4 �/ ,c/ �lAotis csa-cis a -- / Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date 07--q13 BUILDING CRITIQUE SHEET L S Gt)GtJ61 4,4e0 cl;sL tai 7 '& 7 cr flqea lgtvu Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 07-- Q/3 Job Name .0e vin e Date x'/13 Ao 7 STRUCTURAL CRITIQUE SHEET © /k&tt w4f/ nee dS s/'car-/ -er ca, r. -rt Z! C-61/142 41,11 41,7 end /Jre /�/i4 At id 71.:e I i a&e G1ew car ethi,? dy, tt%A.! S't° c h o Yi. . b e an V Satyr u eit>L confer 0 1H 40 OA 5 -2 _Chow- 'l 6 OL S Ykvurh. &ft, f -c . /S ^ 2. en 54, s ti au/-- Wag- j' ca C015. v s/hie `- l-( T5-3 7-2.e 5paGf' j 0'7 e ben. ,2, 1-e lz" °'� IVilami Shores Village Building Department JUN 0 7 2607 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 07.. q/3 Job Name „oe vine Date ✓S' /cir /d 7 STRUCTURAL CRITIQUE SHEET 4614/ Atian frie4 ds ST'ar /-er co / r i47e e. /vial d �L TJe 4K2• .49e tee c tm°X6ST.? dJn0.w° Lli4/ S-e G /r 64> . , G4 are" ei r (.46- . ,7 4.; e°T) ►wL P-\ Vi L' a d' //01,- 6' fi 40,2 Ea 7 Vey, S hour pew. inIr e s "'1V61' a,„ S rwi.e. ak u 6 V- e/t ce,elter o fherl4r. �1 - 6e 1/47142;s, e 21°e• . ON. .8406C fef 45 5Aa1,4,7‘, on, .S'-e c . /S- 2. • cIn 5-1 s ti - #ie-. ,/ cc -i e CtolS. t4iveeis. i-6,e 70-3 Tie 5 aG /61 .% i4 i f7e beerksi. 4P-c-- 4 -4 r' 6-1d. Si--1/1 a 5C ). 15 m 4 6 ". 05/10/2007 11:23 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES el 0 0 1 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 0369 RECIPIENT ADDRESS 93058922379 DESTINATION ID ST. TIME 05/10 11:22 TIME USE 00'38 PAGES SENT 1 RESULT OK Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 07- 2/3 Job Name .,04 1417 Date 5 /d' /D 7 STRUCTURAL CRITIQUE SHEET 0» Ea 5 Val... 5 her pem.r Error y 3 5(167t- £ Sa»Fe a• up Y je/'/ -cot -��r 40$ ob2s -2 _Shaw ale etie- d eaokoz r 5 -2- 6m For P JevoaP. i- ! $H the loech•,,.i- 417‘ Co LS. U i4 C ' A.e 78 -3 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; 11..0 v ( 1 DATE: e 07 ❑ Contractor ❑ Owner chitect Picked up 2 sets of plans and (other) Address: Pe'"" r- S 4/ Cri er- From the building department on this date in order to have corrections done to plans And/or get ty s s. I understand that the plans need to be brought back to Miami Shores illage Building D - partment to conti itting process. Ackn' +wledged by: PERMIT CLEARK INITIAL: (4L RESUBMITTED DATE: PERMIT CLEARK INITIAL: MIAM COUNTY JUL r ,...ill , ' BY: MIAMI DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) ] METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldiancodeonline eom PGT Industries 1070 Techn Drive Nokomis, Y l SCOPE: r ` 7 This NOA is materials. and applic rules and regulations governing the use of construction fitted has ' reviewed by Miami Dade County Product Control Division Appeals (BORA) to be used in Miami Dade County and other areas where allo g Jurisdiction (AHJ). This NO "1 y r $w expiration date stated below. The Miami Dade County Product Control Division �` el ty) • or the AHJ (in areas other than Miami Dade County) reserve the right to have this pro d M or material 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 AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdictiga.• KRA reserves the right to revoke this acceptance, if it is determined by Miami Dade eouqty„Producrfantrol Division that this product or material fails to meet the requirements of the applicable bdiilding code• • • . This product is approved as described herein, and has been designed to comply with tM Ptdr?da Building • Code, including the High Velocity Hurricane Zone. • ' • DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. *••••• APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Windt ¶Dipact ". Wets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer; Aimed anrsealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Nonce of Acceptance number and approval date by the Miami -Dade County Product Control.Divi§ ion. • ... • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state aid 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. INSPECT ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the-request of the Building Official This NOA revises NOA # 05-1018.01 and consists of this page 1 and evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOANo. 07 -0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory= Inc., Tf:.$t : :. Report No. FTL -4957, dated 10 /03/06, signed and sealed by Edmpgdoj..argaaipadg, P E. • • •. .• • 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per4zBt4 WAS 20204 • • 2) Large Missile Impact Test per FBC, TAS 20194• • • . • 3) Cyclic Wind Pressure Loading per FBC, TAS 203'94 . • along with marked-up drawings and installation diagram of an Akmlnmn Siaglg l ang Window, with fin frame, prepared by Fenestration Testing Laborata dnc., Test. . ' Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmunao argaespaia, • P.E . • •.•• • • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per PAC, 1 AS 242-0R 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Product Control NOA No. 07-032106 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Rep6 t'T�fe. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaeisp, P.E+.. • (Submitted under previous NOA #05- 1018.01) • . • • 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94. • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 365194 • along with marked -up drawings and installation diagram of AlumihbM Singld Hung Window, Impact, prepared by Fenestration Testing Laboratory, T;e I Mort NQ,, 4649, dated 08/11/05, signed and sealed by Edmundo Iargaespada,ZE • • • (Submitted under previous NOA #05- 1018.01) • ▪ • • • • 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 : . • . •••• • 2) Uniform Static Air Pressure Test, Loading per FCC TAS 202294: 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 2018.01) 9. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) • • • • • E -2 Manuel P , Product Control a 1. , ,, r NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • • . PGT Industry NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. 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 Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS . • • • • • 1. Anchor Calculations and structural analysis, complying with FBa -20d4, dated'' • • 12/18/06 •• ••• • ,prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). •••• • • •••• •• •• •. • •. . . • • • •• • • • • E. MATERIAL CERTIFICATIONS • • ' • 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemoyrs for ``wont • Butacitee PVB " dated 01 /05/06, expiring on 12/11 /10. ' •• ' : ••• • 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia ' • Interlayer" dated 03/04/04, expiring on 03/04109. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to POT Industries for their Series SH 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 Product Contr , *: NOA No. 1 q + 06 Expiration Date: March 23, 2011 Approval Data June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 6118' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLDIIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 6,18' LAMI CONSISTING OF (1) LITE OP 1I8' ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER C. 6118 LAME CONSISTING OF (2) UTES OF 118 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFUDUKEEPSAFE MAXIMUM PVB INTERLAYER. 0. 7/16' LAME CONSISTING OF (2) UTES OF 3118° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLBUKEEPSAFE MAXIMUM PVB INTERLAYER E. 716' LAMI CONSISTING OF (1) LITE OF 3/18 ANNEALED GLASS AND (1) UTE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACTE OR MAXIMUM PVB. F. 7118' LAME CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFl.DNKEEP3AFE MAXIMUM PVB INTERLAYER. G. 13118' LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6118' LAMI CONSISTING OF (2) UTES OF 1A' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16 LAME ICI: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 618' LAMI CONSISTING OF (1) LUTE OF 118' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB IN1EiLAYER. L 13118 LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6118' LAMI CONSISTING OF (2) LITES OF 1A° HEAT STRENGTHENED GLASS WITH AN .ISO DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERUIYER J. 13118 LAMI IG: (1) UTE OF 118 HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7118 LAMI CONSISTING OF (2) LITES OF 3118 ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR 3RFl.DWOEEPSAFE MAX011UM PVB INTERLAYER. K. 1318' LAID IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718' LAME CONSISTING OF (1) LITE OF 3/18 ANNEALED GLASS AND (1) LITE OF 3118 HEAT STRENGTHENED GLASS WITH AN .190 DUPONT BUTACITE OR SAFLDOKEEPSAFE MAXIMUM PVB. L 13/18 LAMI MI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18 LAMI CONSISTING OF (2) UTES OF 3/18 HEAT STRENGTHENED GLASS WITH AN .0K) DUPONT BUTACITE OR SAFLDNKEEPSAFE MAXIMUM PVB INTERLAYER ®M. 13/18 LAMI 10: (1) UTE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 8118 LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: °OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 4. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL4645, FTL-4848, FTL -4847, FTL-4848, FTL -4849, FTL- 4860, FTL4651, FTL -4723, FTL4957, FR.-4958 AND FTL-5083. ANSVAF&PA NDS -2001 FOR W000 CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BU9.DING CODE, CURRENT EDITION INCWDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• NOA DRAWING MAP SHEET GLAZING DETAILS............ 2 DESIGN PRESSURES_.... 3 ELEVATIONS....... __ .. 4 VERT. SECTIONS... ...... 6 HORIZ. SECTIONS_____. 5 PARTS LIST. ....... - .... -._. 8 EXTRUSIONS. _.7 CORNER DETAIL__-- 7 8-11 PROW= REVISED as emptying L'ede�t•eFleld• &miss= —'i rr,77?G7.� 2>!J/ FJC mess F.K HMIs ear B A 10 NOTE L EXAMS CIPTIONS ADD F744725 TONDTE7. • P JC LINN ! ,L,L DAN BPS07 • • • •• • • ••• ORM •By GENERAL NOTES ALUM SINGLE HUNG WINDOW, IMPACT swop 1 1175 f r 7 • 11 r -- 404040 l B Retell L( ,P.E. P8099712 Eaucluni ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 8/18' NOM. 5/16° LAMINATED GLASS 88,87,88 or 92 13118' LAMI 117 NOM. GLASS BITE ® NOTE: LAM IG OUTBOARD LTES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. a EXTERIOR INTERIOR (ALL SECTIONS) 3118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7118' LAMINATED 7/18" LAMINATED GLASS 112' NON. GLASS BRE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 8/18' LAMINATED • • • • • • • • AIR SPACE • 1/8' ANNEALED OR HE%STREI 0446:1 • • •• 13118' NOM. • • • • • • •• ••• •• • IG GLASS WI 5/18' LAMI • • • • • • • • •• 3118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERU►YEi 3118' ANNEALED OR HEAT STRENGTHENED GLASS 7116'IAMINATED AIR SPACE 1/8' HEAT STRENGTHENED GLASS 13/18' NOM. 131181' LAMI IG GLASS W/ 7/16' LAMI ARM* err FA ammo FA ass* W1I08 fH/309 B Dske Wattle VMS • • .�"'•�• AID IT13A®f 7D6ml8IAW L4 cuss w&alAd l ;g A NO CHAVGE TM SHEET •P take J.J. N2307 • • • • ••• 4".losemi tor own _ 8teomuj, Plum •••Beyer GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT pso 81fN0 I FU8 l 2 s ff r- 20 l 8 //7 1tL Clerk. P.E. PE 0338712 Structural ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • •• •• 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SLL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEM WIDTH Er 66 68" 70" 72" 74" 76° 48" A,B,M A +80.0 - 80.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 -80.0 50" A,B.M +80.0 -80.0 +80.0 480.0 +80.0 40.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +79.0 -79.0 " A,B,M t +80,0 40.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 75.9 63118" A,13,14 ® +80.0 400 +80.0 -80.0 +79.8 -79.6 +78.2 78.2 +78.9 78.9 +75.4 -75.4 +74.0 -74.0 UP TO 63 9/8" C,D,E,F,G,H.LJ,K,L +80.0 40.0 +80.0 -80.0 +80.9 -80.0 +80.0 -80.0 +80.0 .80.0 +50.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION A TABLE 2. TIP-TO-TIP FRAME DMIENSIONS WINDOW HEGHT WIDTH 3838" 44" 506$' 63" 72' 74" 78' 4" AMAIA +80.0 -80.0 +40A 40.0 +59.9 -8.0 +80.0 40.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 50" A,B,M1 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +79.9 79.9 +70.0 70.0 +70.0 -70.0 +70.0 70.0 82" A,B.MA ono 40.0 +80.0 40.0 +80.0 40.0 +709 78.9 +70.0 -70.0 +88.8 -88.8 +67.8 467.6 531/8" A,B,MA +80.0 40.0 +80.0 40.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +88.7 -68.7 +65.5 -66.5 UP TO 83118" C.D,E.F,G,H,I,J,K,L +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 480.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW mew MINUS SASH MINT (MAX. WINDOW HT. W/ SASH • 76" FLANGED AND 78" INTEGRAL FIN) WIDTH 1 GLASS TYPE TABLE 3. 83118" D,E,F,J,K,L +80.0 ! D..0 I +80.0 ffi0{ +80 0 3116" 1 1 .0 +10.0 �.0, +70.0 -70.0 +70.01 13/16' 01 +70.0 �1 -70.0 I +700. �.0 GLASS TYPES: TEST FORTS TABLE 4. A. 5116 LAMI - (U8A,.090,1/8°A) FTL-4647, 4848, 4723, 4957 B. &18° LAMI - (18°A,.090.1/8"HS) FTL4647, 4848 C. 5116 IAMI - (18" 18,.090, V89HS) F114647, 4648 D. 7116° LAMI - (3/16A,.090, 3/16"A) FIL4845, 4885 E. 7116 LAMI - (3/16A,.090, 31161-0) FTL4845 F. 7/18° LAMI - (3118"113,.090, 3/1611S) FTL-4645 _ G.13/16 LAMI 10 - 18fI5, AIR SPAN, 5/16 LAMB - (18 A,•090,1/8"A) FTL4848, 4723 H. 13/18' IAMI 10 - 1891S, AIRSPACE, 5/16 LAMI - (18"A,.090,V8"HS) FfL4846 L 13/16 LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1181HS) FTL4646 J. 13/18° LAMI IG - 1181119, AR SPACE, 7/18° LAMI - (3116'A,.090, 3/16"A) FTL4649, 4850 K. 13/16° LAMI 10 - WHS. AIR SPACE, 7/16" LAMI - (3/1&A,.090, 3116'18) FTL4848, 4850, 4968 L 13/18° LAMI 10 - 18"HS, A82 SPACE, 7/16° LAMI - (3/1611S..090, 3/16"HS) FTL4849, 4650 M. 13/16 LAMI 10 -118°A, AIR SPACE, 5/16 LAM - (18'A,.090, 1iEr : i r. • Ell-TM-7:11 • '0" MEETING RAIL X" 'O' MEETING RAIL MEETING RAIL 'OM • •• �• !'mss �L� NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMBED TO A P851t T rI DbItN SREULk 0404.o PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNLFFECT®, • • ••• • • • • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP- TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 128.6"WORM TO38' MAXIMUM.® T •rr a.r.s FJC rore4e FA •Fap 11/19108 or< MVOS a•" 91044 B Rolla A bosruM JAL • • • ••• • • REW7E7DASTOMFOR FORMAT E8/DY�V t21�'0 1 OAS UE 1TEI$ ADD M.SL R MO F71.4723 7068.64S TYPES A AND 0. • • • • 4040149,PLaar4 • • ovule Beaty 223C7 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGNPRESSURES ns ALUM SINGLE HUM WINDOW, IMPACT otow I NITS 13 • 11 [gm 404040 1 A 07 Rat L Clark, P.E. PE6 912 tIMurdwal 53118' MAX. FLANGED WIDTHA 52 118° MAX I.F. worm 1 SEE DLO TABLE FLANGED SEE DLO TABLE (MAX) 481/4' MAX VENT DLO (ALL) DETAIL A 1/1 DETAIL B VIEW (STANDARD SASH) 8 DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: ••• ••• • • • • • •• 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DENTS. • • • 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. • • • • 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION' • • • • • • • • • • 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL PRIED LITE LOW SU- HIGH SILL A 341/2° 34 3115' 8 41 5/5' 41 114' C 411/4' 407/' D 52 5/8' 52 11118' E 52 1/4° 62 6/18° SASH LOW HIGH DETAIL SILL SILL A 34 1/P 34 3118' B 27 7/18° 271/8' C 27 7/18' 271/8° D 18 3/8° 15 3/4' E 16 318' 153/4° TABLE 5. fp Jot • • FZ H$&86 B mama R N (LF,IVERSCMA avirS.Agoellaut V▪ 2▪ 889 A ACCHANGE WAS SHEET • WME �� I • ••• 1s+o•1ar 1�. revraCIFIINE • • • eE10r•Q31274 ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT = I NISI 4 s 11 I_ 404480 I Rout* Dm //J#- Robed Oak. P.E. PE 133712 Struelral ••• • • • • ••• • • • ••• • • • • • ••• • • • • • • • •• • • • • • ••• • • • • • • •• • rAXDAFINEDYLIGHTUTE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING Imo- 2784' INSIDE NOTE MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) r FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT -c,10,11,15,1� 271W MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A-A HIGH SILL JAMB OUTSIDE PCOULICCREVISED •amplyi• 'kb tie ThtY• lAddisiCak Aitaugusse 2336' (LOW SILL) SEE NOTE ABOVE ••I ••• • • • • • • • • • • • �• ::• LIFT ULTRA • • I • • • • .••• • • • SECTION B-B (LOW SILL SHOWN) 2848 (HIGH SILL) ONLY •. • • ALTERNATE HIGH SILL ULTRALIFT ONLY n•aftc Prodtbr Oft FA Arofte FJC FJC ADD IX. SECTIONS aCONSQUOA7FaK CHANGE MS MEET • • • ••• • • • • • • colvtal • Oaks SECTIONS tie SECTION GC RADIUS TOP /4- 201 (HEAD DAD VERION) ALUM, SINGLE HUNG WINDOW, IMPACT Robert Ckuk, P.E. PE MVO SB>•Iwd ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITE I OWGO Oar PGIW 1 4002A FLANGE FRAME HEAD 812228 2 1155 08 X1.000 QUAD PN. SMS 781PQA 3 40030 FLANGE FRAME SLL (LOW SILL) 812226 5 1826 ADHESNE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 812227 7 4028 SASH STOP 812244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 318°, 5I8", OR 11/16" 10 1080 BALANCE COVER, 346° OR 618" 6BALCVR916 11 118 X.760 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 78ALTBKT 13 1085/1086 SASH TOP GUIDE 42604 16 08 X1 PHILLIPS FLAT HEAD S. STL 78XIFPAX 16 1080 -1 BALANCE COVER,11/18" 6BALCVR670 17 4053 SASH STOP COVER 64083 18 4029 -1 SASH BRACKET 7ULBRKT 19 08.32 X12" LG. PH. FH. TYPE FS. STL 7832X12FPFX 21 40540 FIXED MEETING RAIL 640540 23 40060 SASH TOP RAIL 04006 25 1235 WS1P. °170X270 BACK, FIN SEAL 673160 28 1096 SWEEP LATCH 71098 27 1016 06 X.625 PH. FL. SIAS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1226 VVBTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 812231 34 1268 SASH FACE GUIDE 42501 1822 LAM SETTING BLOCK 3/32° X25/64° X 1" 71622K 36 1052 LAMB 10 SETTING BLOCK 1° X3/4° X1116" 71052K 37 1224 VNYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) 8TP248K 41 40393 GLAZING BEAD, 5118 LAM GLASS. 64039B 42 4044B GLAZING BEAD, 5/18 LAAVGGRLLKR 844703 44 4222A GLAZING BEAD, 7/18° LAM 64222 45 9850 GLAZING BEAD. 7/16° LAM VWGFULL KIT 6985 48 4087 GLAZING BEAD,13116° LAM LG. 64087 47 4071A FRAME, LF. HEAD 84071 48 4072A FRAME, I.F. LOW SILL 84072 49 4073A FRAME, LE HIGH SILL 84073 80 40748 FRAME LF. JAMB 64074 62 4009 SILL LATCH (EGRESS) (LOW SILL) 784009 63 1088 SPRING. SILL LATCH (EGRESS) 7SPRNG 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 55 1014 SCREEN FRAME (HOR. &VER.) 61014 58 1830 SCREEN CORNER KEY IMRINGS 57 1631 SCREEN CORNER KEYVWOUTRINGS • 58 1073 SCREEN SPRING 59 1624 SCREEN SPLINE -.135 D1A FOAM 71830 • - --.. • • • • • 7463 • • • • • • • •• • • • • • • 65924K • • • • • • O FRAME, I.F. JAMB .• ••• •• • 0 • •• ®0 49 FRAME, .F. HIGH SILL #4m4B. 6083-78 04073A, 80834 (USED AS RADIUS TOP HEAD) ITEM DWG# DESCRIPTION P098 60 1835 SCREEN SPLINE -.135 DM HARD 81635K 81 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.888 X.600) 8533402 64 1181 08 X1.000 PH. BUGLE TEK 700X1 87 (amen TAPE, 1i16X1/2 - 7/16LAM 62BV1510 88 4051A SASH BOTTOM RAL (HIGH SILL) 84051 89 4050A FLING FRAME SILL(HIGH SILL) 64050 70 SILICONE. DOW 899, 996 OR EQUIV. 80 A ems. 5116°LAAB. (14"A.090 PVB,bB"A) 81 8. GLASS, 5118° LAM, (U8°A.090 P16,118°HS) 82 C. GLASS, 5116" LAMB, (1/811S,A80 PVB,1B°HS) 83 D. GLASS. 7118° LAM, (118'A.090 PVB,118 84 E. GLASS, 7118° LAM, (141°A,.090 P1A6.1I8'HS) 88 F. GLASS, 7116° LMI, (1/8°HS,.090 PVB,1/814S) 86 0. GLASS, 13/16" LMM IQ 1I814S, AIR SPACE, 5118° LAM, (118°A•090 PVB,10314) 87 H. MASS, 13/18° LAM IX 1.1814S. AIR SPACE, 5/18" LAMI, (118°A„090 PV13.11811S) 88 L GLASS, 13/16° LAM IG;1/614S, AIR SPACE, 6118° LAM, (1I8°HS,.090 PV8,1I814S) 89 J. GLASS. 13/16° LAM IG; 1/811S, AM SPACE, 7116° LAM, (3!16"A.090 PVB,3 16°A) 90 K GLASS, 13118" LAMI 11B"HS, AIR SPACE, 7118° LAM, (3118 °A.090 PVB,3/1811S) 91 L GLASS, 13116" 13L44810 1/8°HS,AR SPACE, 7118° LAM, (3118145,.090 PVB,3/18148) 92 M GLASS, 13/16 "LAM I G;1/8°AAIR SPACE, 5/16" LAM, (118°A,b90 PVB,148°A) 0 47 FRAME, I.F. HEAD X4 ® 04071A, -78 FRAME, I.F. LOW SILL #4072A, 6063.T6 2274 —+ .062 NOM THICKNESS IOW a* mow FJC await. FX F urc • ^s • • MOM= IOOLP.FIM ONVOES4Z4949AND8'RrJ 8121 /39• 308 8 ADD /rw38Z QAD os nOAIDE11iS7� t9 • . . � V249B a,A NOCHMi7H1SSF8ET • • • Dag AA 2=7 • ••• sale • 4AB0C•99 X0191914 4 ••T PARTS UST ALUM. SINGLE HUNG WINDOW , IMPACT beheld* e� •+ ar• 8iQ1A I ALTS 18 d 11 I 4040-20 111 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O FLANGE FRAME HEAD $4002A, (3083 -T6 1 749 2.710 O FLANGE FRAME JAMB 84004.6083 -T5 (USED AS RADIUS TOP HEAD) 21 7 156 FIXED MEETING RAIL 64054A.6083HD -T8® 12784 —►{ O FLANGE FRAME SILL (HIG•) 64050A, 6063-T6 1-762 2.830 2.330 ' —r 1. 2.184 —+►I O FLANGE FRAME SILL (LOOW) 64003C,8083 -78 �U 11.490 - 1.451+ -T OSASH STOP 64028, 8003 -T5 1.707 SASH TOP RAIL 64506C,8063HS -T8 040 17 O SASH STOP COVER , 6063T5 VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION —1 1.165 r .678 a I 1.00 -1 wryiT 41 I GLAZING B 5/18' 840998,8083 -T5 31 SASH 5 DE RAIL 64008, 6083 -T5 28 SASH BOTTOM RAIL(Low) 64007, 6063 -T5 . 1 tote-1--IT I O GLAZING BEAD 7/18° 64222.6063 -T6 • • • •• • • • • • • • • • • . 1.115_1 -. 11 • • • D GLAZING BEAD, 7/16" `J 89850, 6063-76 (USED W/ GRILL KIT) SASH BC NOM RAIL (MIGH)• 64051A,6003 -T5 .050 1.088 h 0 GLAZING B , 5/16" (USED � KIT) -fir � 1 1.097 O GLAZING BEAD, 13/16" IG 84067, 808346 PRODUCT REVISED ned=kb WNW Actereassa No sr.* ra�yx •,.eay as FX RIC FX toms Deg 1,0003 a"i: AND UPGRADE/WM/1ALLOY. A ND074114557NR5HEET • • • • V • • • • • ••• at,a.eq: 4 � ..• . ORM • etRicome fa. ova IIW L 42f4 • • • • • • MI6 Batas EXTRUSIONS & FRAME CORNER DETAIL ALUM SINGLE HUNG WINDOW, IMPACT Novo l Half I7 • 11 !min"' 404040 1_17 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR SUBSTRATE: ANCHOR QUANTITIES FOR 1N FLANGED WINDOWS TABLE 5, WINDOW HEIGHT 28. 603 34.603 40.603 48.603 52.603 58.603 64.603 76.000 r'�5Np2�2 �g a s ON2-2t•ONpZ U 8`� 8 pZa 8 ?Np2_Zp g U U Np2_p2.8,„2 8 8'3 8 p228NZ,O2to8NZ 8 8 0 U1 0 [� WIDTH LASS TYPE 19.125 C,D,E,F,G, 'IL ,L 1 1.2 1 1 1 1 1 1 1 1:2 1 1.1 1 1 2 1 2:2 1 1'2 1 2:2 1 2 2 1 2.2 1 2;2 1 2'2 1 2 2 1 2'2 1 2:2 1 212 1 2 2 1 2 :2 1 2;2 1. 2,2 1 2 3 1 2 2 1 3;3 ABM 1 1 :2 1 1 1 1 1 1 1 1 :2 1 111 1 1 2 1 2 2 1 1 2 1 2 :2 1 2.2 1 2;2 1 2.2 1 2.2 1 24 1 2 2 1 2 2 1 2 2 1 2:2 1 2:2 1 2;2 1 42 1 2.3 1 2 2 1 3 3 24.000 C,D,E,F,G, 1-1,1,J,K,L 1 1 21:1 1 1 1 21 1 2 1 1.2 1 1 22212222. 1 1 1 1 222222 1 1 1 :222222322222'32 1 1 1 1 1 1 1 22333233 1 1 1 ;2 1 ABM 1 1 2 1 1 1 1 1-2 1 1 2 1 1:2 1 14 1 2.2 1 1.2 1 2 2 1 2 2 1 2 2 1 2 2 1 2'2 1 2 :2 1 2 2 1 2 3 1 2.2 1 2 2 1 2:3 1 2 2 1 2:3 1 3,3 1 2 2 1 333 32.000 C,D,E,F,G, H,IJ.K,L 1 1 2 1 1 :2 1 2'2 1 2 3 1 1 2 1 2.2 1 2:3 1 1'2 1 2 3 1 2 3 1 24 1 2 3 1 2 3 1 2 :2 1 2i3 2 3 3 1 2'2 1 3 3 2 3.4 1 34 1 3:3 2 3'4 1 3 3 1 4 4 ABM 1 1 2 1 1.2 1 2;2 1 23 1 1 2 1 2.2 1 2 :3 1 1 i2 1 2:3 1 2 3 1 2 2 1 2 3 1 2,3 1 2 2 1 2:3 1 3;3 1 2 2 1 3,3 1 3 4 1 343.3 1 1 3 4 1 3 3 1 4 €4 37.000 C,D,E,F,G, 1-1,1,41,1- 1 2 :2 1 1 2 1 2 2 1 2'3 1 1.2 1 2 3 2 2 3 1 2.2 1 2.3 2 2 3 1 2 2 2 2 3 2 2-3 1 2 3 2 23 2 3 4 1 2:3 2 3:3 2 3.4 1 3.3 2 3 4 2 3 5 1 3.3 2 4.4 ABM 1 • 2 2 1 1 2 1 2 2 1 2 3 1 1.2 1 2 3 2 2 3 1 2 2.2 1 3 2 2 3 1 2 2 2 2 3 2 2,3 1 2;3 2 2 3 2 3 4 1 2 3 2 3,3 2 3;4 1 33 2 3 4 2 3 5 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,LJ,K.L -212 2 2 1 22, 2 2232223232 2 2 2 2 2 ,2232323232.4233.3342.3343533 2 2 2 2 2 2 2 2 2 2 2 2 2 34453344 2 2 2 ABM 2 212 2 1.2 2 2 2 2 2:3 2 24 2 2.3 2 2.3 2 2'2 2 2:3 2 2.3 2 2:3 2 2.3 2 2.4 2 2 3 2 3:3 2 3.4 2 2 3 2 3:4 2 3 6 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 44.000 PSF 79 C,D,E,F,G, H.I,J,KL 2 21222222: 2 2 2 3222:323223. 2 2 2 2 2 3242333342133334233143 2 2 2 2 2 2 2 2 2 2 '53;3344'53.44,5 2 2 2 2 2 AB,M 2 2 2 2 2 2 2 2 2.3 2 2 :2 2 2:3 2 2 3 2 2,2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 :3 2 3:4 2 2 21313.4 2 3 5 2 3;3 2 3 4 2 4.5 2 3 4 2 4.6 212 48.000 PSF 79 79 C,D,E,F,G, H,LJ.KL _2 2[Y222I223222; 2 2 2 2 2 33142:33.33:42.33.43. 2 2 2 2 2 2 2 42'33'4.3:53;33 2 2 2 2 2 :43;63'34:5483455 3 2 2 3 2 2 ABM 2 2 2 2 3222. 2 2 331423333:42.33:43'4. 2 2 2 2 2 2 2 2 2 2.33;4353:3_314353 2 2 2 3 2 :34'54:63 2 3 2 :45;5 2 22222122; 53.125 PSF 72 79 79 •• ••• • • • • • •II C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 24 2 2 3 2 3 4 •2 ••2 2313:414:2$ 2 •2. /13. 3:4.41 $ 0:3 ;2 3.4 3 3 5 2 3.3 2 4'4 3 4'6 2 3.4 3 4 5 3 416 2 3:4 3 5;8 -2T1 212 213 AB.M 2 2 2 2 2 2 2 2 2: 334233: 2 •f 1a 1 434233; •2 • 2. 43;4333:43531.3444,53;34:5463445 3 . 2 '"2 3 2 2 3 2 2 3 2 3 222.2 212 213 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 - 114' ELCO S54 CRETE -FLEX ® 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOU.OWIING DIMENSIONS. HEAD - 18112' MAX. FROM TOP CORNED JAMBS - 17112° MAX. FROM TOP CORNERS 16' MAX FROM BOTTOM CORNERS 8' MAX BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. S. DESIGN PRESSURE LIMITATIONS: SJE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE GUMMY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE KEY: MAX. PSF (DP LMTEDl 118 HEAD JAMB ABOVE MM. RNL JANE BELOW MTG. RAIL 2 2 3 (FULL DP) HEAD JAIL ABOVE MTG. RAIL JAMB BELOW MTG. RAL 2 2 3 ewe* mar FJL eewe�r FA Adds • • RF877W . 153408 A NOCHANGEDUSSMSET • • • • • ••• -• 9!11588 8 • Das FA, 7 JL212397 • ••• 9790ECHNELOGY c19ve • 3101101l* 1181278 • *MEW= • ••ORS®4• ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT 81••• 1717311 s 11 Ia.."'4040.20 18 L 00k. P.E 0E039712 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• ANCHOR QUANTITIES SUBSTRATE: FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.855 76.000 ACOTYE9 apU-gaN- U g8$pU a1"8 -U 8i1-48 io N8PpNQ U N8-V,i U 05 _§.1N2 a - 80 r NpN8-p 0 0 2WDOW WIDTH TYPE 3 0 C, D, E, F, G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19125 H.1.-1.11.1- 1 :1 1 1 1 1 2.2 2:1 2 2 2 2 2,1 2.2 2.2 2 2 2.2 2 2 2;2 212 212 2;2 2:2 3:2 2.2 3:2 3 2 2;2 3.2 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1 1.1 1.1 22212!22 :22 :1 22222.22:22222222 :2222:2322232322.23:2 PSF 79 k C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H.W.KL 111111122112. 222222122. 222222122.2323 :22 :23232223.23,22.232 AEA! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 2 2 1 . 1 2 2 2 2 212 2 ; 2 2 2 2:2 2.2 2 2 2 2 3 :2 3: 2 2 2 3: 2 3.2 2.2 3 2 3: 2 2 2 3122 •,i 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H.U,K.L 1 1 1 1.1 1;1:2,2 2 , 2 2 . 3 3 : 3 3 : 3 3 E 2 3 , 3 AEA 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 : 1 1T1.2 2 2 2 2 : 2 2 : 3 2 2 2 2 3 : 3 2 2 3 : 3 3 , 3 3 2 3 3 3 : 3 2 2 3 : 3 4 3 3 2 4 3 4 : 3 3 2 413 PSF 69 67 79 ' C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2; 37.000 H.LJ.K,I IT 1 1 1 ill- 212 2 2 2 2 2 3 2.2 2' 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3: 3 4 3 3 2 4 3 4 4 3.2 4.3 ABM 1 1 1' 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111111212222. 223222333223333334 :3333233433243443243 54 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 HLJ,KL 111 111 11212 2 2 2,2 2.3 2 2 3.3 3:3 2.2 3.3 4 3 3:3 4.3,3 3 3 3 4 34 4 3.3 4 3 4.4 3.3 5.3 A.BM 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1111' 1 111 212 2 2 2: 22322333322334 .333433;33:34:34.4334:3443.353 PSF 4S 79 58 79 79 C.D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 44.000 H,I,J,KL 111 111 111 2; 222212332' - 233342333443 134.3443343443.3434:433 e4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A.s.M 1' 1111 1. ill 222 1 :22233223334233. '! 3443134134.43343 443;34:3443:35`4 PSF 45 74 51 74 79 79 C,D.E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 411000 H,LJ,141- 1-11' 111Ti2[222 irk- 3132.2333;4 313334:43 :3444;43134'44:44.354444;354 A.B,M 2 2 2 2 2 _2 2 2 2 2 2 2 3 2 22 2 2 3 2 2 3 2 2 1j1 1 1 212 11-1 2.2 211 813 212 3,3 314 3:3 3:3 4 4 3 3,4'.4 4:4 313 4:4 4 4 4 3 514 4.4 43,514 41 67 48 87 78 79 • _ •': : : .6 9 : : ire. C,D,E,F,G, 2 2 2 2 2 2 3 '7y 2 r: • n � 3 S .1 •3 • 3 2 3 3 2 3 3 2 3 53.125 1-1,LJ,K,L 1T111112-122'221 2 313 3;3 3 3 414K't. 114. 4 •t'*3•3444.433445'54'35:45fi4354 ABM 2 2 2 2 2 2 3 62- 2' ' f 3•-3.' 4• 3 2 2 3 2 3 3 2 3 11-1 15-1-11 212 2 :2 212 313 31 313 414 3:34 :44,4 334.44143;34;45,441354544354 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX ® 3-Al2SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/ ' MAX. FROM TOP CORNERS JAMBS - 17112' MAX FROM TOP CORNERS 16' MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE V LESS. bESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) 117 HEAD 3 JAMB ABOVE 3 3 wawa, JAMB BELOW MTG. RAIL (FULL DP1 HEAD 2 JAMB ABOVE 2 2 MTG. RAIL JAMB BELOW ,J MTG. RAL FJL fbarleg FA FA are SUM AS ae V21108 71 8 Roils A Otahribp ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WSW I NTS 19 + 11 rah 4040,20 18 L CM6, PP PE REM ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WIDOW HEIGHT NI NUS SASH HEIGHT FROM TABLE 8. 17.125 22.688 28211 33.754 39.296 44.839 50.382 65.925 `` �. 0 0 0 -g 0 0 igN0 0 .-621 0 0 m§ t� 0 0 0 0 0 0 t� 0 ON 0 0 N0 0 0�iS�N0"0 00 s 0 o0 0 :g}N0 0 00 -0 WIDOW WDTH GLAS, Spy TYPE INg' 19.125 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.0 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 1 D,E.F.J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 6 21212 PSF 2 2 79 3 1 213 31313 41313 41314 4 1 314 44.000 37.000 U.K.,. 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 KL 1 I 1 1 2 2 2 3 2 3 3 9 4 3 3 3 4 3 4 4 4 5 6 4 8 2 PSF 79 79 3 79 4 1 3 1 4 79 6 1 3 1 5 5 1 3 1 5 4 0 E 0 0 DKL� 1 1 2 3' 3 4 3 4 4 3 4 4 13 15 4 4 I 5 5 4 16 1 2 2 3 44.000 PSF 79 78 79 77 79 79 79 DKL4 1 2 1 2 1 2 2 2 2 2 3 2 3 2 4 2 4 2 4 2 4 13 1 5 4 3 16 5 4 5 5 1 4 8 2 3 PSF 78 79 70 79 79 71 79 73 78 48.000 D,E,F,.I, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 1 2 2 3 2 2 3 1 2 2 KL 1 1 1 2 2 2 3 3 3 4 4 4 5 4 6 5 1 4 6 5 4 8 6 5 6 PSF 71 79 93 71 79 64 74 65 77 69 69 53.125 D.E.F,J. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 3 12 13 KL 1 1 1 4 2 2 3-- 3 3 4 4 4 5 4 1 5 6 5 6 B _ 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE- - SASH HEIGHT 12.778 24.776 27.776 \Q § Z °8c3QNL7'8Nk,N QQ15.7776 'Si C� (g� l� QQ18.776 5S § °$cS>N QgQ21.776 S fJ ' v ag Q- v (� Nti (y] G7 uag�§ C� Q30.776 SS °sag sag 8P8 p WWDO WIDTH QN �j 19.125 1 9 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2_ 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.E 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 11 2 2 2 2 3 2 3 31 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 31213 3 1 213 31313 41313 41314 4 1 314 44.000 52 ?3•E3:I3 .$.1 S I:34-411 3 1 4- 5 r3 1 4 5 13 1 4 2 1 2 1 2 2 2 3 2 03 48.000 63 72 79 +� • :4 2 2 2 2 2 2 3 2 L 3. 4•E 3�® •4'i 6 `4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 53.125 73 52 �2 72 2 2 1 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 41 5 1 3 1 4 6 1 3 1 5 5 1 3 1 5 or a•s FX 1111 B ure e•ss 1114/00 A Ammo FA • • 711n9 lig rain sr5SM : • • • • NO CHANGE THS9 gEEr • • • 4 ••• • 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • 0 • • • • •• •• • • • •• •• 41410 • • • 006 • • ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1T4 ELCO TAPCONS 2 - 114' ELCO SS4 CRETE -FLEX 3 -912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -181I2 MAX FROM CORNERS JAMBS -171R' MAX FROM TOP CORNERS 11 112 MAX. ABOVE THE MEETING RAIL 8' MAX BELOW MTG. RAIL 16' MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED ADETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4 AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW all WINDOWS ARE 126I8' MIN. TO38'MAX I. TABLE WIDTH AND HEK3HT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 8. pESIGN PRESSURE LIMITATIONS: ® 812E BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FORTING RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE ® TABLE 7. KEY: MAX PSF (DP LIMTED) 112 HEAD JAMS ABOVE MTG. RAL (FULL DP) HEAD JAM ABOVE wawa. 2 _2 A TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW walla (FURL DP) � JAMB BELOW 2 MTG. RAIL ANCHORAGE SPACING, CUSTOM VIEW ALLY SINGLE HUNG WINDOW. IMPACT NOVO Ie� � 11T19r10 +11 111"6"'404220 3.35 KSI MIN. CONCRETE 1 OPTIONAL Ix WOOD BUCK (SEE NOTE 4) EXTERIOR INTERJOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 183) ® 2x WOOD BUCK (SEE NOTE 4) 1 • • • . ,, 138` MIN., 1/e TAPCON® ►:.1.3/4* MIN..114 CRETE -FLEX MAX SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE WOOD ANCHOR (SEE NOTE 28 3)® � 11/4 1/4* MAX. SHIM L—� � !r; 1/4° MAX SHIM CONCRETE ANCHOR FH BELOW MEETING RAIL (SEE NOTE 18 3)A 3.35 KSI MIN. CONCRETE OR 1. K31 MIN. CMU A 1x BUCK OPTIONAL WITH SCUD CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. SHIM 1 3W U4 MAX SHIM 3x4° 0 MIN. ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAIW -0ADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 114' 554 CRETE -FLEC MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05)0R 1/4 534 CRETE-FLEX. 3. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE •12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix Al E BUCKS WHOSE TOTAL THICKNESS 1S LESS THAN 1 11?. 1x WOOD BUCKS ARE OPTIONAL F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JUWSCICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SI II AR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL W FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 111E REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2503.8.4 (SUPPLEMENT 2505). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 283) 4 IMTTERIOR (ALL JAMB DETAILS) 0 2x WOOD BUCK (SEE NOTE 4)A .131* DIA. MIN. x 21/2' NAIL, AT CORNERS AND 5° O.C. 1N•• • ° 21 1 • ' •• • •• MAX •• •i •• • AT CORNERS SHIM • • • DETAIL F, (HEAD) • • • • • • • DETAIL L! (JlIIMB) TYPICAL INTEGRAL FIN ANCHORAGE .131' DIA. MIN. x 2112" NAIL, AT CORNERS AND 5' O.C. III•U111 1!'! V1 ')h'tlll IMIIRIIt�i; DETAIL G. (SILL) MAX rwBwlcra4vu® s�YirwrBiU SHE OOD FRAME FA xa s 11/13, Wakes FJC MI488 A ADD NOIEBRE RAT HEAD AMWC3 am* C Mit SLOB Obolodito • ••• R • • P.O. 111 • • MOKONO,FLN024 • ORNE • •• WA* R ANCHORAGE DETAILS ALUU SINGLE HUNG VWNDOW, IMPACT towage NTS I°11 r ft 1•ow°404025 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•[�iADE COUNTY BUILDING CODE COMPLIANCE OFFICL (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (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 acceptant*, 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 FD-750 Out Aluminum French Door and Sidelites -LMI MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST N AGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 wow. wl lnacadeonlhhe corn •••• • • APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Sidelite Jgrpa{t", sheet, j. through 8 of 8, prepared by the rune, dated 12/23/04 with revision "A" on 03/25/05, sand sent"; Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp withllptice of Acceptance number and expiration date by the Miami -Dadp 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, a ,'st$e and' • following statement: "Miami -Dade County Product Control Approved ", unless otherwise notb$ h%lein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there his been IA .. 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 reunion or dhange is the• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any • • product, for sales, advertising ur 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 potion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 05.0103.03 and, consists of this page 1 and evidence page E-1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Hermiinlo F. Gonzalez, P.E., Director, BCCO NOA No 05-0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, • • ••. • • •• • • • • • • • • • Page . _AI •• •• •• • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITEJS) • • ••• 1. GLAZING OPTIONS: A. 7/16' LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. • •• • • • ••• •B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PV IMT E YBR ODUPINT RUC:TER SAFLEX/KEEPSAFE MAXIMUM. • • • • • • • • • • • A C. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED 6eNSS110ITH AN .LA5 VANCEVA INTERLAYER. A D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. •• • • • •• ••• •• E. 7/8'LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACEAND•(1) 7l11"•I•A4I GtA{S 16MBL% IINS1DE (3/16"A,.090 PVB, 3/16' HS). • • • • • •• • • F. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 114' AIR SPACE AND.( &) 7/18' t At, I G A33 •ASIL BLi/4NSIDE (3/16' HS,.090 PVB, 3/16" HS). A G. 7/8"LAMI I.G. CONSISTING OF (1) UTE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18' LAMI GLASS ASSEMBLY INSIDE (3/16' A,.075 VANCEVA. 3116' HS). A H. 718' LANs LG. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE. 1/4" AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3116" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300 -98. 3. CONFIGURATIONS: X, O, XX, XO, OX, XXX, XXO, O. OXOa =a, mom, ova, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE UTE. ANY TWO ADJACENT )(UNITS CAN BE EITHER TWO SINGLE, )(DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 AND 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS. FRAME AND PANEL CORNERS SEALED WITH t CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCE TEST REPORTS: FTL- 4311. FTL -4312, F L -4315, FTL-4527, FTL-4528. FTL-4529. FTL. -4530. Ap • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •••• NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS ...... 2 DESIGN PRESSURES._3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST EXTRUSIONS 6 ANCHORAGE ..9-10 MINN= ROWED IIW�aQM ,. y . • 7:FaFZ,r0 / FIL Nydskar CHANCE NOTES 1.4 AND 7. ADD VANCEVA B.TERLAYER GI ASS TYPF. A MOPE M G PETALS TOSHEETaMOOP 7ABLEST0 SHEETS. trate Rovisbnv sr• Caw 0:erbium arm. •Y F.K. 11/23/04 aagsaa mo- L.T. 4/B/D5 070 TECHNOLOGY DRIVE NONCMSS 71 34275 P.C. BOX 2628 N IROMl . FL 34274 PST Visibly Better GENERAL NOTES AND DRAWING MAP Mir ALUM. FRENCH DOOR & SIDE LITES, IMPACT a ... Seir See Draft FLT750 FUL. 1 w 10 X8000 -11 , A Lf45— Lucas A Tom, P.E. PE 858201 Mechantea EXTERIOR • • 7/16' NOM. • • • •• 3116° ANNEALED OR HEAT STRENGTHENED GLASS ' DUPONT BUTACITE R SAFLEX/ • • ••• • • • ••• • 'I1si" NOM. 3116; SVNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER 3/16° HEAT STRENGTHENED GLASS • ••• • • . • • • • • • • • • • • ••• .090 UTAC O KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 91 OR 92 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/16° LAMI GLASS W/ PVB INTERLAYER /8' NOW. EXTERIOR • • • • • • • • • •• • • • • • • • • • 5/8" GLASS BITE INTERIOR A GLAZING DETAIL SETTING BLOCK 7116° LAMI GLASS W/ VANCEVA INTERLAYER 3!16' TEMPERED GLASS AIR SPACE 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEXI A KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS EXTERIOR 518" GLASS BITE /8" NOM. 3116' TEMPERED GLASS AIR SPACE 3116' ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER -••— 3/16" HEAT STRENGTHENED GLASS 518' GLASS BITE INTERIOR EXTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER INTERIOR A GLAZING DETAIL SETTING BLOCK 7/8" LAMI LG. GLASS W/ VANCEVA INTERLAYER Read Err FA: ftrad Sr bails 1, F.K. Won Dew limiskar 3 A NEW SHEET. ADD VANCEVA INTERLANERSIADN ;DETAILS. Dew Rwist"e leaser Date ChmcbdBy LT. 1070 TECH VO OGYORJVE Nom= FL 34275 P.O. BOX 1579 NONOM1S, FL 34274 L/fS'/Gc - iri- GLAZING DETAILS LUM. FRENCH DOOR & SIDE LITES, IMPACT Lucas A. Timer, P.E. Visibly Better °°"'°;i° '+� PE RUM s. ea.! se..t FO750 F 2 10 8000 -11 1 A Mechanical • • •• • TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H • • • • • • • • • • • • ••• ••• FTL- 4311, 4312, 4315 • • • • • UPIGRN]E FTL -4311, 4312, 4315 • • •••• •• • : :• . • • • : • : : KI•L -4527, 4528, 4529, 4530 • • • • • • • ". b13RACSE F`rL -4527, 4528, 4529, 4530 .. •• • • • • • FTL -4311, 4312, 4315 • • • a •WPGRADE FTL -4311, 4312, 4315 • • • • • • • • • • • • ell-4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 A - 7116" LAMI (3116 "A,.090 PVB, 3/16"HS) B - 7/16" LAMI (3/16 "HS,.090 PVB, C - 7/16" LAMI (3/16 "A,.075 VANCEVA, D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, E - 7/8" LAMI I.G. (3/16"F. 1/4" AIR F - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR G - 7/8" LAMI I.G. (3/16'T, 1/4" AIR H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR 3 /16 "HS) 3/16 SPACE, SPACE, SPACE, SPACE, H "a n • "HS) : • 3 /16 "HS) 3/16 "A.090 PVB, 3/16 "HS) 3/16 "HS,.090 PVB, 3 /16 "HS) 3/16 "A,.075 VANCEVA, 3 /16 "HS) 3/16"HS,.075 VANCEVA, 3 /16 "HS) DOOR WIDTH DOOR HEIGHT CONFIGURATION 6 - 79 3/4" To - 83 314" 87 3/4" 91 3/4" 8° - 95 3/4" SINGLE X 3° 37" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SINGLE X 30 37" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100,0 +100.0 -100.0 DOUBLE XX 6° 71 314" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE Igi 6° 713/4" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 tO y W . SIDE LITE WIDTH SIDE LITE HEIGHT CONFIGURATION e- 79 314" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 314" FULL JAMB 0 36 11/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 FULL JAMB O 36 11116" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A,E NARROW JAMB 0 30 11/16" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB 0 33 11/16" A,E +70.0 -80.0 +70.0 -79.6 +70.0 -77.8 +70.0 -75.9 +70.0 -73.6 NARROW JAMB 0 3611/16" A,E +70.0 - 73.0 +69.5 -69.5 +67.3 -67.3 +65.2 -65.2 +62.7 -62.7 NARROW JAMB 0 36 11/16" B,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB 0 27 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 - +100.0 -100.0 NARROW JAMB 0 30 11/16" C,G +96.3 -96.3 +93.2 -93.2 +91.0 -91.0 +892 -89.2 +86.8 -86.8 NARROW JAMB 0 33 11/16" C,G +82.6 -82.6 +79.6 -79.6 +77.8 -77.8 +75.9 -75.9 +73.6 -73.6 NARROW JAMB • 36 11/16" C,G +73.0 -73.0 +69.5 -69.5 +67.3 - 67.3 +652 -65.2 +62.7 -62.7 NARROW JAMB O 36 11/16" D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A�i.w.l , •.4 -.-1 . y; a /1 �y ,"5 mw FA 3s5 Riniskac A NEW Sift EXPAND TASLE110INCLUDEALL GLASS TYPES 8 CFA By. bale: AsAtimr F.K. Raviskar 12123/04 LT. 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PCO. BQX 1529 NORMS, FL 34274 Pir=T DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better Sirdertfolle Fszio Lro_3 •10 (8000 -11 A Z.-- C 2 1 Lucas A urrau. PE. PE P58201 Mechanical 95 3!4' MAX. HEIGHT ALL 7313/16' MAX. WIDTH —1 OX X0 37' MAX WIDTH 25" MAX. DLO ALL X UNITS • • • • • • • • • • • • �• ••• • • • • • •• • • • • • r_____ 71 3/4" MAX WIDTH OXO OXXO (SHOWING EACH VERSION SIDEL1TE) 36 11/16' 36 11(16" MAX. WIDTH MAX WIDTH 25' 33 3116' MAX DLO MAX DLO 79 1!8' MAX. DLO ALL 0 (FULL JAMB) 0 (NARROW JAMB) NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING SEE SHEET 9 AND FOR ANCHOR SECTION DETALS SEE SHEET 10. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. t SF FA Rend By: upDATE SHEETREFERENCES. NOTES 2. ID 3 4/&/05 1070 TECHNOLOGY DRIVE NOP oWS, FL 34275 P.O. BOX 1'.F29 NOKOMS F134274 PIGT Visibly Better EXAMPLE ELEVATIONS TRW ALUM. FRENCH DOOR & SIDE LITES, IMPACT r mu NTS1 4 a 10 Ior 6000 -11 A Waa3A. 1wrter.P.E. PE 158201 Ve`nadrl VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX DLO — EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL *and 11r F.K eavalar Dow 4/1905 ••: A INTERIOR . ... VERTICAL SEITIO. rI Q OUTSWING -IEAb .4/ MAX HEIGHT 4 0R 7l • • . • • • • • • ... • • i,ROUCTEVSD i1110IMThrift • •_ x VERTICAL SECTION D OUTSWING SILL NO CHAVGE 1VS SHEET 1bm1Hr- Usk LImo Or Dew Curl d.F Ore. F.IG , 11/13104 LT. 418/05 1070 TECHNOLOGY DRIVE NOKOMIS. FL 31278 P.O. HQX 1529 mama FL 3e?74 D VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT PT Visibly Better 8ifei14°' F0750 1 2 15 d 5000-11 I pawn" 8000 -» a /rte /as' Luu-s A Turner. PE PE #5$201 Mechanical • • ... • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYP�• • •. • • ; • • • •A\ • AI I • • .•• r DE IL G STILES AT ASTRAGAL SEE NOTE DETAIL J SLAB AT GLASS BED DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) NO CHANGE MO SHEET DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE ASSEMBLY HARDWARE QTY FROM TOP & BOTTOM AND ONE AT AN INTERIM EXTERIOR DETAIL E DETAIL 1 JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAM3 SIDE LITE 1070 TECHNOLOGY DRIVE IO+coOes. R. sezrs P.O. BOX 0 NOX010 . A.34274 mar Visibly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDELITES, IMPACT MVO J 1/2 16 e 10 17 11 IA laces A. Nutlet. P.E. PE 908201 Mechatdcal IMMI 111MM lid NOTE ASSEMBLY HARDWARE QTY FROM TOP & BOTTOM AND ONE AT AN INTERIM EXTERIOR DETAIL E DETAIL 1 JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAM3 SIDE LITE 1070 TECHNOLOGY DRIVE IO+coOes. R. sezrs P.O. BOX 0 NOX010 . A.34274 mar Visibly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDELITES, IMPACT MVO J 1/2 16 e 10 17 11 IA laces A. Nutlet. P.E. PE 908201 Mechatdcal FD750 DOOR(S) ITEM 1 DUCA1 DESCRIPTION I PGT9 FRAME KIT PARTS 1 8W6 FRAME -HEAD & HINGE JAMB 68006 2 8083A OUT-SWING SILL. 68003 3 80(4A OUT-SWING SILL COVER 68004 4 8008 DRIP CAP 68008 U83337T8300 S 68009 HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL) 6 8037 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 68014 FRAME ASSEMBLY SCREW 98 X 1" PH QUAD 78IPQA 9 8032 ASTRAGAL END SEAL. 48032 DOOR PANEL 5 36 HEAD, SILL &JAMB WEATHERSTRIP (SCHLEGAL) U8333718500 20 8012 STILE 68012 21 8414 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 23 8017 1 ' SWEEP 68017 24 8016 1: 4 TTOM SWIG 63016 25 SWEEP SCREWS, 94 X 12' rim. PH 26 8015 ASTRAGAL. ACTIVE &INACTIVE 68115 27 8021B GEAR HINGE, JAMB SIDE 6802813 28 80-JOA GEAR ROHM COVER 68(O2OA 29 8018 GEAR HINGE, BACK-UP PLATE 68018 30 80I9A 68019A GEAR 11 rr DOOR SIDE 31 8035 GEAR HINGE, REARING 68015 32 GEAR 11114 c • SETSCREW 86-32 x 1I4" 33 GEAR HINGE, MTG. SCREW 912 x 3/4° TRUSS 11D. 34 GEAR l n' MTG. SCREW /12x112 "TRUSS HD. 35 ROD 5/16-18X36° 6TRODA 36 ®THREADED FLANGED HEX NUT 5/16 -18 7990NUTA 37 38 n • 11043 TRUSS CLAMP 60378M S/S GEAR LATCH MECHANISM (ASHLAND) 39 8030 LOCK BLOCK 48030 40 LATCH ASS'Y SCREWS as x 2' SS P1111.. 71 HD 78X2TPAx 41 80 S/S SHOOT BOLT ROD (SUL,I VAN) 42 8015 STANDARD FLUSH BOLTS W/ SS ROD (SULLIVANI 43 8031 SHOOT BOLT GUIDE 48131 44 SHOOT BOLT GUIDE &STRIKE SCREW 8-32 X 3/8" SS PHILL TR 111) 78X38PFTX 45 8058R RIGHT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) W511043S1 46 801M. LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) W5110 -4451 47 STRIKE PLATE SCREWS 8-32 X 318' SS PH11). TR HD 78X38PFTX 48 STRIKE PLATE MIDDLE SCREW 624 X 12' FH 7612FPTX 49 806 STRIKE PLATE AT HEAD & SILL 50 HEAD STRIKE SCREWS SS 8 X 12 PH,LL FE 7858ZAN 51 STRIKE PLATE SCREWS (1MI.L SS 8 X 1/2 PHILL UNDERCUT 111 , 78X82PFHUX 52 8041 ACTIVE TRIM SET (ASHLAND) 53 8t42 PASSIVETRIM SET (ASHLAND 54 8044 STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) FD750 FULL JA*I 3 SIDE IATE • • • •• ITEM DWG9 • • • • • • 4DESC01FT6 / PGTI 1 800E FRAME -11EAD,41i.L 811/#114E• • • • • 68006 4 8008 DRIP CAP 68008 6 8007 SREW COVER 68007 7 8005 • • • •s •• • • • • 68009 8 8014 Sic Ei�LY§ W)8 X P P Q13AT6 • 781PQA 68012 2(1 8011 • • • •�• • 21 8014 • M� TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 8039 THRIADE&RROD`/15/1`i 18 /NW • • • • • FLA 3ED 111WNL 5161 • • • • • 6TRODA 7990NUTA 36 106 37 8039 TRUSS• • • • • • • • • • � • • • 6037880 60 68028 68 X,IS4' PI?S(tDR1* TO Sd4E' • • • 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 62 8025 SIDE LITE: JAMB TRIM 65029 FD750 NARROW JAMB SIDE LITE 1 8006 FRAME - HEAD & SILL 68006 4 11008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALJ. PLATE 68009 8 FRAME ASSEMBLY SCREW 98 X 1' PH QUAD 78IPQA 68014 21 8014 TOP RAIL 22 8013 BOTTOM RAIL 68013 33 97 THREADED ROD 5/16.18X36° 6TRODA 36 98 Fl ANGED HEX NI7f 5/16.18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 106 98 X 3/4" PH SQ DRIVE TEK SCREW 78X34PST W 61 8028 SIDE LITE HEAD TRIM 68028 70 8010 FRAME, JAMB 68010 ASSEMBLY KIT 80 80338 FRENCH DOOR ASSEMBLY REAM 680330 81 910 -24 X 212' PH SCREW 82 610.24 HEX NUT 83 912X 1 12'TRiDTEKSCREW 90 DOW CORNING 899, 983 0E995 GLAZING SEALANT 91 7/16° LAMBNATED GLASS (3/16' ANN.,.090 PVB, 3/16' HS) 92 7/16' LAMINATED GLASS (3/16' HS. „090 PVB, 3/16° HSI 93 7/16' LAMINATED GLASS (3116” ANN.,.075 VANCEVA, 3/16" H5) 94 7/16' LAMINATED GLASS (3/16" HS,a.075 VANCEVA. 3116' HS) 95 7/8" LAND I.G. (3116' 7,1/4" SPACE, 3/16• ANN.,.090 PVB, 3/16' HS) 96 7/8' LAND LG. (3/16' 7, 1/4' SPACE, 3/16' HS.,.090 PVB, 3/16' HS) 97 7/8' 1AM11.0. (3/16" 7,1/9' SPACE, 3/16' ANN. „075 VANCEVA, 3/16 "HS) 98 7/8' IAMI I.G. (3/t6"7, 1/4" SPACE, 3/16' HS.,.07S VANCEVA, 3/16' FM) 105 8022 BACK BEAD 66022 106 8026A SL BACKBEAD 68026A 107 8023A 7/16 "BEAD 68023A 108 8024A 7/8' 10 BEAD 68024A 109 _ ua4 VINYL DIJLB WSTP (THICK) 6TP247 PRODUCT REVLSBD air30814tlL4W Ads , ' .03 %Y) FT. 3 • ropy FJC 11* 22585 Bale Antrim: A Rowisixec ADD RCiIS 9.8 94.92 AND 98 Osir Revister F.K. •Ar ChetlW8J 1223A74 L.T. 4/8/115 I 1070 7EC1iNO1.0GrDRIYE imam FL 54273 AO. 912X 1829 MQ(OMIS FL 34274 omA>� P T PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better a O0 I 8 10 r.” 8000 -11 J A N r�sF_ 7.•r+�a. RS. PE 95•201 tl•dtanfcal 1 1.000 F- 3.636 --1 1 #8006 6063 -T6 1 FRAME, HEAD, JAMB AND SIDELITE SILL .583 T-- 3.636 Q#8003A 6063 -T6 OUT -SWING SILL --0.1 1.278 1= 2.000 L 3.990 --- -1 20 #8012 6063 -T6 STILE .050 • • -•. •• •• • • • • •I • • • • • • • • • •• .502 ••• • • 1 ' I� 2.236 1.32• h"1 #80044A;sa63 -t5 • • OS SILL COVER -• ' • • •• • �• v • 4.027 • 1.033 10 .075 -� •• • • • •• • • ••• • , x#8008 6063 -T5 DRIP CAP • • •• • • • • .050 #8009 6063 -T5 1.467 'D INSTALL PLATE • 4.434 21 #8014 6063 -T5 TOP RAIL T� 1.938 --i .100 22 #8013 6063-T6 BOTTOM RAIL f045 rr%\ .442 .965 4 #8022 6063 -T5 BACKBEAD 1 .965 1.169 r._ 8.250 .750 .818 #8023A 6063 -T5 7/16" BEAD .V5 1 3.251 1-- #8033B 6105 -T5 .045 80 FD ASS'Y BEAM #8026A 6063 -T5 SL BACKBEAD Revallir #8024A 6063 -T5 I.G. BEAD NO CHANGE r1ES SHEET 2.622 ---+1 61 #8028 6063-T5 SL HEAD TRIM �+ -- 2.313 --NIA= .050 62 #8029 6063 -T5 SL JAMB TRIM .075 1 170 26 #8015 6063-T6 ASTRAGAL r_ 1.812 111.000 #8039 6063 -T6 TRUSS CLAMP .100 1.000 .050 .311 .040 �#8007 6063 -T6 I SCREW COVER #8017 6063 -T5 23 TOP SWEEP 2.260 --I 075 #8021 B 6063 -T6 GEAR HINGE, JAMB -+-� .742 r-- I, , 31531. .072 #8020A 6063 -T6 GEAR HINGE, COVER �a2 � 1.763 .301 #8018 6063 -T5 HINGE, BACK -UP 1 1 3.636 2.438 --�i 70 #8010 6063-T6 CI #8019A 6063 -T6 NARROW SL JAMB GEAR HINGE, DOOR .075 .050 797 -f-- 2 240 24 #8016 6063 -T5 BOTTOM SWEEP 1070 TECHNOLOGY DRIVE NO KOMIS. FL 34275 P.U. BOX 1329 NOKOMIS FL 34274 Visibly Better Desolptiow EXTRUSION PROFILES m. ALUM. FRENCH DOOR & SIDE LITES, IMPACT 6MmMo•t Sral r �sR' Od•b lot 70750 112 8 100 8000 -11 A lutes A. Twner. P.E. PE 1/58201 11' T ° 6° Err v 3" SEE NOTE 5 FRAME FRAME MIDSPAN QD MIDSPAN -L... .1 L. . 11° 11' •. •• • • • •• •• • • • • • 1 • • • • • _.. • --� 6 `— • • • • • • • • • • • • 6" • ••• • • • • •e •• • • 11° • •• •i- • SEE NOTE 5 • • • • • • • • • • • • ••• •.• • • • FRAME • • �q • • • • • VINP•"i• 11" L164._ -46 L- 144- DETAIL A 114" TAPCONS OR #12 SCREWS (SINGLE PANEL) DETAIL B 1 m TAPCONS (2 OR MORE PANELS) MIAMI -DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. DETAIL A ABOVE REPRESENTS ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE UTE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. 2. DETAIL A. SINGLE PANEL CONFIGURATIONS ANCHORED WITH 1/4" TAPCONS OR #12 SCREWS HEAD......6" MAX FROM CORNERS. SILL.......8" MAX. FROM CORNERS. JAMBS...11" MAX. FROM CORNERS. ONE ANCHOR AT FRAME MIDSPAN, 1811Y MAX. SPACING THEREAFTER. ~ - 6. -1 6 "r- L164*— - -- 3' r DETAIL C #12 SCREWS (2 OR MORE PANELS) 3. DETAIL B - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 114° TAPCONS HEAD 6" MAX. FROM OUTSIDE CORNERS, AND AT 3' AND 6" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. SILL6" MAX. FROM OUTSIDE CORNERS, AND AT 3" AND 6' MAX ON EACH SIDE OF ASSEMBLY BEAN AND/OR ASTRAGAL LOCATIONS. JAMBS11" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18112' MAX. SPACING THEREAFTER. 4. DETAIL C - TWO OR MORE PANEL gONFIGURATIONS ANCHORED WITH #12 SCREWS HEAD. 6" MAX. FROM OUTSIDE CORNERS, AND AT 3', 6" AND 9" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. SILL. 6° MAX. FROM OUTSIDE CORNERS, AND AT 3 ", 6' AND 9" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. JAMBS11' MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18112' MAX SPACING THEREAFTER. 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FOR THESE INSTALLATIONS SEE DETAIL A OR B ABOVE. ENCIRCLED ANCHORS IN DETAIL A ARE REQUIRED FOR NARROW JAMB SIDELITES, BUT OTHERWISE MAY BE OMITTED. ENCIRCLED ANCHORS IN DETAIL B ARE REQUIRED IN THE HEAD AT THE ASTRAGAL LOCATION OF XX PANELS, BUT OTHERWISE MAY BE OMITTED. ALL PANELS MAY BE INSTALLED WITH EITHER #12 SCREWS OR 114' TAPCONS. PRQaUCT REVISED •••arMl�f Y r the Plod& lriMrtt y)FT'f1 r FX 2Q3N5 A NO CHANGE UN SKEET .sta Dorm F eras 1 F. K 1212301 L.T. 4,&V5 I ear 1070 IECKNOI OGYORIVE NOKOMIS. FL 34215 P.O BOX 1Sie NaKC58S, FL 51274 FIGT Visibly Better ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE CITES, IMPACT i�ae•o1" scar »Mt emsgta IA F12150 (NTS 19 d 10 l 8000.11 , A A. Turner, P.E. PE 258201 MethanIcai CONCRETE-7 -- 1 1/4° MIN. 1/41 MAX. SHIM 1/4" TAPCON (NOTE 1) CONCRETE 1x WOOD (NOTE 3) 1/4* MAX. SHIM 1/4" TAPCON (NOTE 1) 2x WOOD (NOTE 2) 1 1/4" MIN. 1/4* MAX. GROUT, SEE NOTE 5 1 1/2" MIN. #12 SCREW TYPICAL DOOR AND SIDE LITE HEAD 1/4° MAX. SHIM 2x WOOD _ (NOTE 2) • ua • • • •_•_. •• •• • • • •• •• • 1 1/2" • • • • ••• 1]•" • • MIN. #12 SCOW –� • • �IIN• 114" TAPCON • ••• • el • �I ••• NOTE 1) Anommuntimil 1:r7.1; • • • I 1/4" MAX. SHIM • . • • • • • •• • •" • • • • -1• • • • • .. -• • ••• ••• CONCRETE ' • •iR rfOkIC TE •.i i • • • • BIOOK . •.' ••. - • ••• • • i,•••••• • 'x E" ..•• •. •• • ••• 1(NOTE8) •• • •• 1/4" MAX. SHIM --I I-- CONCRETE 1 1/4" MIN. 1/4° MAX SHIM --I I-- TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE LITE SILL 1 /4° MAX. SEE NOTE 5 GROUT, ] TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) EXTERIOR INTERIOR (ALL HEAD 8 SILL SECTIONS) Q A 114" TAPCON (NOTE 1) 1 114' MIN. 1/4" MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" THK. OR MORE TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THK. TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE AMINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE PRESSURES SHOWN ON SHEET 3 AND A ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 9 MAY BE USED. 5. IF SILL IS TIGHT TO CONCRETE SLAB. GROUT IS NOT REQUIRED. IF USED, GROUT MUST 1 RANSFER SHEAR LOAD TO SLAB. #12 SCREW 1 1/2" MIN. TYPICAL DOOR SILL CONCRETE 2x WOOD (NOTE 2) 1 /4' TAPCON (NOTE 1) INTERIOR (ALL JAMB SECTIONS) EXTERIOR V PRONKT NEYI9E8 somplOildisiberioside 03 Renter F!C kider Dab: 325/05 Dam +ammo: A UP/14TE SHEET REFERENCE NOTE 4 AND ADO EMERIORA NTEFIOR D1AGRAMS a�tum,: 1070 TECHNOLOGY DRIVE � JECHN FL 34275 P.O. BOX 1529 (Tacked Ely, De I NOKOM1s.FL34274 Visibly Better L.T 4// 8/05 Kammer Dram r F:K. cm ▪ 12/▪ 23/04 nom o..mae ANCHORAGE DETAILS Taw ALUM. FRENCH DOOR & SIDE LITES, IMPACT se<resiamrr F0750 Scab sMt nosy NO. rte- 114 10 a 10 8000 -11 A Lucas A. Turner. Pt. PE #582C1 MecherScl: -- WILDING CODE COMPLIANCE OFFICE wwwCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1O79 ieelinuitta brlve Nokomis, FL 34275 Fetal: MIAbibItAUW COUNTY. FLORIDA METRODAI)E RLAOLE l hIRAN° I4t WEST F1 AGLE[t STAKT, SUITE 1603 MIAMI. FWRIDA 33130-1%1 oar) rqs 7Qf61 RA. e . pot) 3:es aPO5 This NOA is being issued under the apicable rotas and regulations governing the use of construct l materials. The documentation submitted has been reviewed by Miami -Dade county Product Control Division and accepted by the Borad of Rules and App Is (BORA) to be used in Mianhi Dade County and other areas where allowed by the Authority Having Jurisdiction (ADM). Thto 14OA taaU out do valid altos die awphwiva dam auici1 Ualt►w. TUC Slant -DiSie tAltnity TKILIMA Cunuus Division (In Miami Dade Comwy) andtor the AHJ (in areas other than Miami Dade County) reserve the tight to have this poet or material tested for quality assurance purposes. If this product or material fails to peaform m the accepted ivanner, tba manufacturer will incur the expense of such testing sod the AHJ may immediately r000b., modify, or tospawd the WWI of au.h product or motorist) Vsridain their,jwea.dio8on. >3ORA rstoor,reo alto 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 eppooved as described herein. and has been designed to comely with the Florida Building Code. including the High Velocity Hurricane Zone. •••• DESCRIPTION: Series "PW 7O1" Aluminum Picture �LMI • • •••. • • APPROVAL DOCUMENT: Drawing No. 42594 tided "Aluminum Picture Window: tmpisCt ", OAK I lhrough • . to of so, oropo.yi lay »wsolosi swr, d.s•d 9 #1d/03, with,o..s.iar. °As', dated 1MS/03, taegrila•and ovate% tag Itobdt• • • • • L Clark, P.E., bearing the Miami -Dade County Product Control App stamp with ttli3NWice of Act • • number and approval date by the Miami Dade County Product Como) Division. • • • • • . ; • • • . MISSILE IMPACT RATING: Large and Strewn MAO Impact L& sutrat,: nacn unit snau Dear a permanent label win me Manuracturer s name orngg.,Ity, stile amti' following statement: "Miami-Dade County Product Casual Approved °. unless otherivitiejgged herein. • RENEWAL of the NOA shall be considered ed after a renewal apron has been Bled aid these haa been no change in the applicable buddies code negatively affecting the performance of this p c� • • ' • • • •' • TERMINATION of this NOA will occur after the expiration die or if there has been a revision ordain* in the materials, use, andtor manufacture of the product or process. Misuse of this NOA as an endorsement of ay pindeet, for sales, advertising or any other imposes shall automatically tie this NOA. Failure to comply with any section of this NOA shad be cause for termination 011d removal of NOA. ADVERTISEMENT: The NOA number preceded by the words MiaruiDade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, tired it shall be done in its entirety. 13113PECTIONs ,4 Gory of tone oo tiro )1OA oho)) bo pro.:dt.4 to dm moor bar the. meo•cforamor or Ito d:asribwtvra 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 Fi.-1 and B -2. as well as approval document mentioned above. 77to •uh:ntittad dowuw.+stat+er who r..4owod by Th.eJora Pormont P.E. •••• • •• • • • • • •• 140A No 03• Expiration Date: February Approval Date: February 0501 2004 • • • ••• • • • •••• NOTES: LARGE MISSILE Y NDOWS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 1. GLAZING OPTTICNS: • • •• • • • • • • •• • IL 7/16 LAMINATED GLASS COMPRISED OF (1) LITE Of arm' ANNEALED GLA$I AND (1) LIE OF '3/1€' FEAT STRENUFIE.NE0 Gi.A&T win.; AN 4357 IN 'E IA1/ER OF DUPONT RUTI CITE'OR 8/FLEX KEEPSAR MAXIMUM PVB. 44. 7116 LAMINATES GLASS CO PRISED CF (2) L1TES 31'W HEA"'STRENGTY .P €lP19S GII $7 WT14 '- , • • INTIF�tL,AYEP OF DUPONT ON SihFLE X KEEPSAI��E MDW1W,►NOI!I .• • :. • • • •: • • : • • C. 1 VS' LAMI LO.GLAS8 =AMMO $ED 01 (1) UTTE OF Ir14" REM EFRENGTHEItEd &Ass AVIS' APSPACF l lt=Tthr LA#MATEO GLASS WNIC 18 CDA>PIRISM OF {1) Lr!F OF 3118' ANNEALED (LASS AiND 4). Cite C7T'3ie- HET • STFEi43THENE) GLASS WfH AN .080 NTEMAYEFOF OUPON` 8U1 AC1TE DR SAFLEXKEEPSAFE MAXIMUM D. 11 ).6" LAM! I.G. GLASS ODMPFOSEDOF(1 ) LITE OF1/16` HEAT ETRENG- mE1iEr ASS, A'tf16 AIRMACE ANDTt1$' I M NATED MASS `4 MICH 5 COMPRISED OF (2) was OF 3116144EAT STAINiill 3LaA B iiltr�i ," !17i 011TE#41.�AYER OF• ••••••••• • 7CNNITBUfAICFfiE t)FtLEx r<FFE I+�AXIVNaE�I fit. • • • 2.OESK,1r PRESSURE 'RATI NCG5; ft.MN.GED -' SHEETS. TALE 1 /ND IINTEGF84. fa4 - SErS14gET A,1'.I3C '2) • • • A. NEGATIVE DESIGN TOADS 84SED ON TESTED PRESSURE AND GLASS TABUS AVM E 300-98 (ANC A8TM E 1300.94 OUTSIDE MIA 11 E QOU Y'). S. FOSTIVE DESIGN LOADS BASED 'ON VOTER TENT FRESSU,RE AIND GLASS IAMLES ASTA E 13108.98 AND ASTIIA 1 1304 -84 OUTSIDE MIAMI4ADE COUNTY) C. DESIGN FISSURES UNDEI48 P.S , N1i]3 A■PUICR3LE N MIAN -DAI E Co&.NTY. 3. Fisoceo U Irr OL otioRAGE: SINGLE NOV OF FASTEILEKS LOCATED/AS FOLLOWS: (SEE INSET 18, DITAILS C. DS E) READ t S11k.L. MAIL. 8 lir FRom CORNERS MAX, 11'DIC. SIAM ,41% tux( 8 Ur FRCA.1 COMM TABLE CF WELTS HEFT 3E.N€RAL bOTE5,,..,..................... 1 3LAZ1NG D {TAILS ........................ 2 ELEVATIONS, RANGED 3 ELEVATIONS, INTEGRA FIN.....,, 4 OESION PRESSURES FLANGED-. 5 DESIGN PRESSURES IP14NEL?......8 SECTIONS., �LA$C}EO.,,_..,..,....... 7 CORNER A;SY, FIAMG=D 7 SECTIONS. NTEGRA'. FN..... .. 8 CORNER A;S'N, U TEGFAL FLf'l.,, 8 E,' N;" E 'RUSIOPPROFILES... 9 PAM'S L IS T,...... .....:. 1I OHMAGE... .... 1 410 MA+t. 11" O.C. ODESKA4PRESSURELIMITED TO80 z.S.F. WIEN f NCH4TRLNG WIT1i f12 SCREW!) 4. INTEMAL FIN Mit ANdC± OPA3E d41ITH PALS: SINGL.N:ROW OF .1 i?1A. x 2 1t:`LG. NAIL5AS FQLLfl %$; (SEE SHIT 18, orra A) HEAJ SILL: ATEACH COVER NW. s 0 C. !J.NN. > .. ATEACH COMER Nd*. S'OC.. 5. INTEGs'.At.. FIN UNlIr ANCHORAGE WITH #1; SCREWS: ;SINGLE RCU' OF SCREV% AS IFOLLONS: (SEE SHEET 10.OF AIL I3) Ic HEAD!. SILL: MAX. 8 142" ma CORNERS — — 4dAX. 11"0.C. JA1+r13,. 14/K, 8 1,2• FIitNNI CORPNEFS MAX. 11 °0,C. (D€SIONPRESSURELIMITED TQ80 P.S..F. WI EN ANCHORING WITH i12 SCREWS 6. SHUT'F_R REQWI .MENt: NOM MOLARS) 7. NARROW ,)01N- SEALANT IS ILEED ON ALt. FCAIR COR4ERS OF'T E 8- IRE.FEI9EHCE TES1REPORTS: 7TL- 3838 & FTU3l1 :5A NNI� MN' 7 � t?Pah NQT TABLE. f/F �C rEI'>rrs • r .c+w+vsr!u `� `� A i-J, SfM EMPIC:TC,�RRwlsdt)OW.Iki1nA�Cr — - wri�u�r het i 1* �•Y14,t9 — t"i1+::►&c NWrS I 0 10 5 425A -41 Rout l.. Cleo. PI 14.kNNf1 • • ... • • • ••• 3118" ANWALEO OR HEAT STRENG NENED GU SS • • • • • • • • ••• • • • • • • • ••• • • • • •• • • • • • • • • • •• • • • • • • v78° i ir11A1 GLASS aol, ,t • • • • • 3178` ANNEALED OR Kea STRENGTHENED GINS 000 DU'ONT BUTANTE OR • • • • SAFlEX EP EMIA)t • • • • • • • •• • • • • • • 10VS INERtAYER af16'AIR6Pi►C4 • 3t16'iEAT #f1 HEAT L. a-- OA STRENGTHENED SIRENGTHEt ED GLASS OUT+ E 4 11f18' NOM CLASS EWE f 7116" LAMI GLAZING DETAIL FLANGEDOR INTEGRAL RN HOME (FLANGE FRAME SHOWN) ,JMs 20•00ap WO& Name SOP • %US• LAMI GU$S NOM NA. • • • ii lE LAMI f3LAS5 NOMINAL UPON' BIHAGETE OR •SAFIEKINEEPSNE IMAXIKM I,IBINTERLAYER 3IIS" HEAT TRENGTHEAEO G1A5S 111 QJTSIDE OR <ruyycor,nr.� 1 1116'" LAMI 1G. GLAZING DETAIL FLANGED OR NTEGRAL FIN FAME (INTEGRAL fIN FRAME SHOWN) GLAZZINGDETALS MAMMA? PICTURE WINDOW DIPACT 3 DI•.ly+ NTS Z • tQ +2594 flprt L C ani.PRE. PE LW 12 HEXAGCN FILL CIRC_E MAX. SIZE* OW BETWEEN FLATS MAX, SIZE = 80 "OIA, OR MAX. AREA • 71.E SO. FT. OR MAX,AREA = 19,I3 SCi: FT. • • ••• • • .....•o•....•.._ • ,P�•r -�••• • • • • • • • • • • • • ••• • • • • • • • • • •. l ♦.. • • • • • • •• • • • • • • • • ••• • • •fj•• • • • •• - _t /- • • • • • • • • • • •• • • DCT iG014 :::. • •CU4RTER CIRCLE MAX. SIZE:? 804 BETVEEN FLAT: NAX. SIZE = t8" X W oR MA9, AREA =2071 SQ. I T. Ni MAX. AREA =:6.22 SO. FT ARCM. MAX, 82E = 48" X Vr OR MM. AAA =3028SIFT. FAN VAX. SIZE *9r X 4r OR MX. AREA = 13.47 SO. FT. HALF CIRCLE MAX. SIZE= 96"X 48" OR MAX. AREA 26.13 SQ. `T. EYEBROIA MAX. IRE 96"9(48` OR MAX. MEA = 31.99SQ. FT. 4r MA7c NOTE: FOR ANCHORAGE INfORMATIONSEE NOTE , SHEET 1 AND SHEET 10,OVALS C, D8 E. ELLIPTICAL BIAX.SZEaWX4"' R MAX. AMA +• 31.99 5O. FT. 338" AAAX -�-- •. j ra eroCANN'r,ws SMe- RECTANGLE IlMX. SIZE *48° X 86" OR WAX. AREA *3240 SO. F?. 119:0.0 .00v NOW lidCligaft Men Phi t3 9 Namoosfcs Pa" 4500311 Bet to TRAPEZOID . SIZE "48•X96• OR MX. AREA 131.99 SQ. FT, FLANGED ELEVATIONS 1 (.9A5 AL LIAtfM. M PICTURE WINDOW, LA+IPACT oast", L . o E. RN)d, SVi3 3 • W 4259 .4 A 9bu!••l Pe WV72 • • ••• • ._•.•.,•• • w -r • . 4 • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• HEXAGON FULL CIRCLE MAX SIZE RATS MA WEE 60' ?tA. OR MAX. AREA ® 21.8i Sa. FT. on MAx,+4 A = t$ 63 50. FT. • • ••• • • • •• 3CTAGtAI• :•::.• •QUARTER CIRCLE MAX, Salt =SW BETWEEN FLATS WC. SZE = €9" X 68' OR MAX AREA = 2071 SO. FT. OR MOx. AREA a 8.22 SQ. FT. MAX. =4'xsr OR MAX. AREA +• 30.28 S?. FT. FAN ELL PTICAL MAX. SEE s 98' X 4° OR MAX. ARA = 31.99 a7. FT, MAX SIZE 2 9F` X 47" OR MM. AREA = 23.47 SO. FT. EYEBROW MAX. SZE = 98" X 38` OR MAX. AREA e 31.9930. FT HALF CIRCLE MAX. Sal; 96' X48" OR 4Ax. AREA = 25.13 SQ IT NOTE: FOR ANCHORAGE INFJRMATION ;EE NOTES4 & 5, SHE 1 AND SHEET 10, DE'1A1,S A & S. iECTANGLE IRAX. SIZE eta' X96" OR MAX. AREA = MOO Std. F1 076 rrcldapezra v ~vat u as as nqa to Jon i 4st y Roth NS 01,16k TDtrS$iWE TRAPEZOID MAX. SIZE • 48" X 98' OR BAX. AREA = 31.99 SO. Fr. WNW P1CTFUREWWNDOW, &4PACT aids ON VIMAe H ! 4 4© 4253i -5 • • ••• • • • .•• .0311PARAT1VV ANALYSIS TARE 4. GLASS TYPE: NINDOVV WI TH A.7116" LAMINATED GLASS (3118'A. .0430. 3118HS) • • •, • • • • • ••• • • • • • • • •'• • • • • ••• • • • • • • • • • • • • • • 49.000 B81O 8.7116" LA 'NATED GIASS (3/1614S, .090, y116HS) 0.11116" LAW I.G., 3/13HS, 7116 "SPACE. 7118"i.AM1(3/16A, .090 3116" HS) D. 1116" VII 1 .. S . "SP - 7A t " u a • =!ir Igo ••• FTL -38 FT4383 FTL 3850 WINDOW J:E • • • • • • • • • • 30.0 -80.0 30.0 -84.0 60.0 663 illWMV01114 .11U 1.111111 -80.0 1.0 .0 . . 40.0 80. Wail 74.0 - 4.0 60.0 -8(10 54.500 .0 40.0 30.0 30.0 -80.0 • 0.0 80.0 -800 80.0 -80.0 80.0 80.0 -00.0 80 .0• • 400. NMI 1lEa}11lEdEAIKMM .0 80.0 Kai Marta C 10.0 999 10.0 -800 :'4 .0 -80.0 80. MA I:Aa tit 1 MtAAOKIERW 80.0 -80.0 80.0 -30.0 76.500 82.000 A 87.500 110.0 -8i.0 80.9 -90.0 60.0 -80.0 80.0 -8.0 80.0 SILD -80.0 51.9 800 43. ' 1113111107.11 585 .fi INCENEDEN 4 .6 -48.0 47.6. WWII maul LI1�1ML/11111 ' i 80.0 -81.0 80.9 -80. 80.3 ::e .0 .1 * 70.` - 0.7 .8 -3 30.0 -81.0 40.0 80.0 .6 -4.. .4 3. 3.4 -80. -43. 8&D 80.0 -(0.0 80.1 -80.0 A'EASQ.FT A&C 93.000 9•0 AR 80.0 -80.0 98.000 0 • .0 -80.0 • .0 80. • -81.0 80.9 80.0 -80.0 80.0 40.0 10.0 -81.0 MIN 11%1111 80.0 -80.0 00.0 -60.0 40.7 -41.0 80.0 -80 30.0 -81.0 80.0 bxa a as 41 .8 80.0 -80.0 10.0 -811.0 80.0 H ' 1. T 1 fRESSUFIES ME $ASE® 02 THE LARGEST TESL S E RECt'M4QAAR WINDOW ANCI40 ..E MTH 414^ TAVAI4S. DESE.N PRES$UR8 ARE LUA TEO TO *1-601.5 F. WHENOICHORING 'PITH et2SCREWS 2 ALL MAXMSUh1 SIZES $DOWN ON MET 3 ARE O AUF1E0 TO TfE PRESSURE Of A 32 SO.FT, UNIT IN TOLE 1. 3. ALL SHAPES LESS MN THE MAXIMA1 SIZE. Q1.44FN TO PRESSURE FOR TIE: MAXIIALROSIZE LISTED N TABLE 1. * R TO THE PRSSURE FOR '21E 8MALLEfT SQ.FT 9. If,/ 0 •rt i .0 -40.1 -80.0 ;d 40.7 - 40.7 79.4 76.6 -79: NMI ,Tri .. L. _.' .7 WeewFrGrIRIrc (000614010134P00 PR dot 1589 MINEMSIA Mat. Visit/4y Bettor FLA1VGE LET DESGN PRESSJRES AL[IMNNVM PICTURE WNOOW ACT Fi"ewiar r .. ►+a * / O' NTS 6 a 17 42594 . ..b. YJIML. C9.•.P.ik. PE West Lam Ram moul was ecami Will ;CAN WEI Kam + y�rr "j�'� ���T�-'80�0 + A- 7; 0 m 0 ain + E �. ► .0 C! +7 - •30 0 : � � ea,oa0 � k� ��wyr Al NMI _ - .0 80 gnu ]IM :-� 65.5,10 A& 1112111110ES KA� 1AJ y� * Sri �' .6 I'7!F.li 1 1 W ► ► -$$0 84. -80 0 f':V rums h.0 =1 0 8[�. ► -6D. + 80. +_ C1.4 • 8 0.0 22. 61.0 99.000 r Nom Nem i gum a : ,01 *-' - is 1a r` r■ .2 40. in . -8C 0 .7 780 IMO 0 IIIMM -63.9 will la '"i I atr: ? ►�. -S.► 800 -811.0 �.0 - �,0 L00}tI� 0 j� - 6.9 731y 11111111110 'I's ICI NOTES: 1. TABL 2 PRESSURES ME BASED OP THE LAMM. TESTED SCE RECTAMSILAR APINUOl/ANCNOREE MTH UrTAICONS . DESIGN PRESSURIS ARE LIMIT® 70 41460 I.:a MIEN AICNORPKI MYTH 112 warm. 2. ALL MAXIMA SIZES MOW/ OM MET .1 ARE OtRLWW IE0 TO TI PRESS OF P 32 SC. -T UNIT Cu TAE 2- 3. ALL SHAP.S LESS THAI THE MAXIIAIM SIZE. QUA.IFY TO PREIS11RE PM TIE MAX1MU1iSIZE USTED PI t' ";, 011 TO THE PRESSURE FOR -HE SMALLEST ruaaaais - .,.gig FK 11141137 M4( RIOT& fMA:►MI6i WIN lr ?SL'f&N9 5,4 II torIVD A PO 42 mu AOAa ai �ISAriy BeP11 INTEGRA- RN wwT3ESI 3N PIESSURES AU/NNW MARE VVI FACT Pov-Por NTS !►M1l DA. k P6u3v ? SegoatuF • • ... • • • ... .. .. • • • .. .. • • • • • • • • • • • • • • • • • • • • • ... • • • • ... • • . • • • .. • • ... • • . • • .111 • • • ... ... • • • • • • • MAX. CAMLt tlt tUIG MAX. WPOOW MTH HoR ZONAL SECTION (FLANGE. FRANE) ALONG ENTIRE JOON}T JOINT SCREWED C + ER AS314' (FLANGE FRAME) KEYED CORNER ASST WELD (FLANGE FRAME) ALCM DOW JO N111 WELDED CORNER ASS'Y (FLANGE FRAME) VERTCAL SECTION (FLANGE FRAME) SECTIOiYS A DEANER A$57. FANGED ALUMINVA4 PICTURE WINDOW,Immer L. t,,. Pi .It�ibl y Bet ter POW, NTS i1 + 10 �a 42504 �A Shseiy • ... • • . . ... • • • 13, .. • .• • • • .. .• • • • • ••• • • E — . • • • • • ••• • • • • • 2,784' vex, • • ••• •• • •' • • • • • • • • • • • • • • • • ••• •• • OIU1 E • • • • ••• • • • • • • • • • • ....... MAXDA11YLIGHTOPENINrrs __ • • • MAX, WINDOW WIDTH --- .--• -- HORIZONTAL SEC 1 ION (INTEGRAL_ FIN FRAME; ALONG ENTIRE arc SCREV%ED COFNER ASS'Y (INTEGRAL FIN FRAME) V KEYED CORNER ASS'Y WEIR INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASST (INTEGRAL FIN FRAME) —, **OW •..+ (. r yo A raoewMCrt s m rasa +sa Or .._.._....._ -•. xuirC%09Ft 3r71'4 .'s*iSy &,l t rnmo marrovreeeresor noiraton Suva MAX WINDOW HEIG1 T losiniGHT OPENING (7 VER1CAL SECTION (INTEGRAL FRI FRAME) SECTIOAS, INTEGRA FIN AZWN W P1CTURE WINDOW, MPACT �. cr r PA 170$147t r"+ sa -A Paste 18 eauc.ro r lei DWG NO. PART 4A ECNPT1CN IN1 GRAL FIN FRAME HEAL, SILL 8 JAIM FUMED FRAME HEAD. SILL &.IAMB 90 X 1 QUAD P1' SMS STAIN.ESS STEEL 6 SC4I {MOREIEAD SM45(4 AGRYL•R EARROW JONT SEALANT OR E+lUAL 4,4\41 • 0 • • • 10 11 12 13 14 • • ••• • •• •• • • • • • • • • • e • • 4040• • • • • • • ••• • • : GLASS BEAD 1 1.18LANII LISGLASS BEAD VIPY1, BULB WIATHERSTRP (T K1 1P TA LATION= ASTENER COVER 13 17 18 DON CORNROWS CAaN3 SEALANT • • 4040 • • • • • • •• • • •• • • , • • •I • 4 • •• • • • • • • • 0400 • • • ••• ::- M•`• ---- 2.784' ..,..e... • • • • • • • • 00• • 000 • • • • • • • 4040 e • ••• •• • 4040• • DCW C;ORNINGNS SILICONE STRUCTL.RAL SEALANT. ° • • • • • • 04041 •. 8LNCK 711? MI Q1JAI8:3116v AhMEALED - 00 DUPONT 8tKACITE OR SAFLEX KEEI!SAFE MAXIMA PVB IN1EI4 AYER - 1118" HEAT STNEINNETHENED 1 t16 LAMI LG GLA : 3 13° MEAT SNENQTNENES 0LT130EARD - 7d6' AIRSPACE - 3118" ANNEALED - .010 DUPONT BUTAA.$TE OR SAILED( KEEPBAFE 5$FIXJMIM Pie INTERLAYER - 5116` rt T STPENCENENED 4262 44262 ARNITEDRIFILL C <EY 21 WE' LAMI MAIM, 3118" NEAT STRB - .018 • • BUTAIITE OR SAILEEX KEEPSAFE MAXIMLAM P1a3 INTERLAYIR - 3118" TEAT SUMMERED MERED 118• LAMI LE GLASS; 311r HEAT ETFENGTHENE) OLTBOARD • 716° AIRSPACE • 3/16' FIE1T STRENGTHENED • .090 MOW T BUTAOTEE OR SAFE( K18 PSAFE MAX EUIVI PV3 NTE'RLA1 ER- 3116' HEX SIREAICGT ENID ITEM 10, 7/16 LAMI GLASS BEM NAT 'L: 6013 -T5 DWG 10.4255 •f.• voir F1 azr100:: w wtleaAIilU6, h,ms'* . nom }` `—_ ITEM 11, 1 1/16 .AM! I.G. GLASS 6EAD MAT': 6033.T5 DWG 130.4254 AT' 2.510° ITEM 1 Its #`EGRAl. FIN FRAME NAT'.: 60B-T5 DWG 14O. RASA 17 1 it r .11114' .. -.... ITEM 2, FLANGED FRAME MATT.: 6-T5 DW3 NO. 4253 "M: two ritri ,o7GYA19nK' PIN011181% era Pia MINS etas h, ELM 1sA Jly Better EX:FUSOAI 1 OF1LES & PART: LIST ALUMIRMM PICTURE IA OW.'MPACT e>••.r 4670.0. ow.rf0 9 w ffi 4259.4 .13 `DIA. MIN. x a t1x° NAIL. M CORNERS A■D S' O.0 WOCO BUCK ORFRAMING - IN +EGRAL. FN DETA LA 1/d• MX. • • ••• • • • ••• COMERS 811' SAX. O.C. A •• • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• ••' o fia • k • •••• •• ,i.... 1 • • • • • • •• •d 1I'Med. • • • • • • AMON ENT 1 trd" ttt EMBEDMENT • • • 11+1" TAPCCN, 81/2' MAC FROM CORNERS& 11' MAX O.C. A (SEE NOTE 1) 14° MAX. SHIM '; iu • y • ( 1114° MM. • . • . E:M +ST CONCRETE NOTES: 1. USE CNLY MtAMLDADE COUNTY APPROVED ELC) TAPCOWS. 2. A - INMtAMI -DALE COLtril IINSTALLAT I TO TI-E SUBSTRATE OF W000 SUCKS TO BE EIGINEERED PROPERLY ATTACHED TO TRANSFER LOAD AtJ TO BE feVIEWED EY BUILDING OFFICIAL 8 - OUTSIDE MUIUI( -DARE COUNTY INSTALLATIO 1 TO THE SUBSTRATE OF WOOD BUCKS TC BE ENG(t,EERED BYOTHERS CR A: APPROVE 8Y BUILDING OFFICIAL. FLAMIGED DETAIL 0 (SILL ONLY) 2x WOOD SUCK (SEE NOTE 2) " 812 SCREW 8112"1,1 FROM CORNERS 8 11' MAC. 0.C. tis MITEGRA. FIN DETAIL B be WOOD WICK (SEE NO'E 2) N4' MAX. f SHIM FANGED DETAIL C 114" rAPCON, 812* MAX. FROM CO*1ERS 811 "mac. O.C. A (SEE NOTE 1) rim 1 14 °Malt. O E EE MENT :•• • .: • 1x WOO CSUCK + ' (SEE NOT 2) T 114' MAX. iS SOLD CONCRETE FOR HEAD & ILL OR 1.040W 131COK FOR JAMS FLANGED DETAIL F. mete -mil • awit F.K • 1V1107 Ulm* tbr. TNt17 ka'7Tf'AOROr EA6F*: Orb *gm/coal' maws, aievalL ANCHORWE _HEM S,1 „ LL AND IAMBS ALUMINiM P(CruRE WINDOW MPACT 4259.4 A•we L CAA. PI 14.106712 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Folio Number:1132060131470 Owner's Name: MICHAEL & CLAUDIA DEVINE Job Address: 54 102 Street NE Miami Shores Village, FL Owner's Phone: 305 - 759 -4883 Total Square Feet: 0 Total Job Valuation: $ 11,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/8/2007: Yes Comments: • .. aksi-dtk.) _PAN "orA„cp JD, NJ Get/43-y) s . .. . ts-4/c.,F ; PiPCJI" Edward A. LANDERS, P.E. CONSULTING ENGINEERS "r 0:• • ' •••• 7.0 ..: : ....... • •••■•:• ise * 41. 0.•.... • ' • • • • - ;..........CPX14. .. 44:ILAN-A :4-: •rki9,,, °•:- .:,. ,...:: ... ..... ..... .... .. • •• .:, . . .....: ... . ... • • •..:••;:, ...! ._.--- -...,... •q•••• 'TY 4ti441 •=4 II.— 0' 4.517F-it;:s. WO ' -. • '. . •■•-• ■ • .f.. .fi . f ...? . 5 • . . !..... 47 ... ... :„,: ... . ...... •: • - 1 7.) 7 Miami Shores Village • .. • APPRCP iNING DEPT BLDG DEPT • DATE FIVAIIIWX) 1ECT TOCOMPLIAN E WITH ALL FEIIDERAL TATE AND COUNTY RULES AN:DREGULATIONS • #038398 7-12 (305)823-3938 1:p y, /20 s 54 to /Qt ct—ri CA-txj- 7I 1. -- , • . . . . „ 3 ?c 7, z s- • ****** TA, r. kt: 1 • t•-•._ 3 r. . • a, a' ! • 11; 4! t 4, • . ** *** /74,-te....i.,,,. • - „ • ro (91'4 • •--H; •• • . - oo 000 0. . • . ; • ' , • II el, 00400' .i..:: --ZI:c.ivr itifAT -"•41iAsse • ' f A••• ; Ap • • ••••• eat 41-4A • •: -• •••• • • • •••■ • ' Ass • • - oo .•.A•P•• • • • : • • ••- A • .• : • • • . • ok• • •;• • •■•••• • • • • • • : 0 , • •• • ei• Vu■ . • • • • • 1. • 3 ) • 66 oui ZeT1 I Cr ea Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 4,0 • •ir•r • ,• ••• • :• • )( ttpt " " st- iita) N — sue. ea) VSC; 31-0 '1,) &.c Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 - 4-07 tit) ttAltrr-Pc 5 • • •• •• • . • �p .• ••. . :: • ••••• f44,7,V( :.— ;� • to • • 4 .:3 •• • • •.• • -• • •• • • • • • . •• • • •••• .•.••. • • • •r•••• 4.: • •••••' • • '• .••••• 3- Edward A. LANDERS, P,E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 4.--07 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: DEVINE RESIDENCE, 54 NE 102ND STREET, MIAMI SHORES, FLORIDA User input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 12.50 ft Width Perp. To Wind Dir (B) 50.00 ft Width Paral. To Wind Dir (L) 45.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.28 Flexible Structure No Calculated Parameters Importance Factor 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = Bm = .1.0M • ©!650 '.• .• Cc = 'fly •. I= Epsilon = Zmin = tbb'dd • b'1a0 •••• ft .15�00� ft .• • • • • • •• .. • Gust Factor Category I: Rigid Structures - Simplified Method Gcpi Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 1 • 0.891 ••• Gust Factor Category 1I: Rigid Structures - Complete Analysis : .'. 0.00 Zm Zmin 15.06 ft "' Izm Cc * (33/z) "0.167 0.2281 0.18 1 -0.18 Lzm I *(zm/33) ^Epsilon 427..16 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9176 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8816 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/14/2007 • • • • • • • • • • . • • • • • • .' • • • • .. Page No. 1 of 4 3/14/2007 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 64.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Kz Kzt qz Ib/ft^2 Pressure (Ib/ft ^2) 2.01*(15/zg)A(2/Alpha) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpl (Kip) (Kip -ft) 15 0.85 1.00 46.32 23.16 39.84 -28.03 -11.35 51.19 38.39 287.92 ote: Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Cp, Loads on Main Wind -Force Resisting Systems (Me o• 2) I L Variable Formula Value Units Kh 2.01*(15/zg)A(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(1 /)"2 *I *Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*VA2 *l *Khcc *Kht *Kd 46.32 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 • •• • •.. • •••• • • • • •• •• • • •• • • • • • •• • Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind 'Normal to 50 ft Face Additional Runs may be req'd for other wind directions Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 45 ft wall) Side Walls -0.50 -0.48 -0.70 -28.03 -27.15 -35.90 -11.35 -10.47 -19.22 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 50 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward onl y) -0.56 -0.05 -0.46 -0.56 -0.46 0.80 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -30.48 -10.39 -26.63 -22.14 -18.29 31.50 -13.80 6.29 -9.95 -22.14 -18.29 31.50 • • •• • • •••• .••• • .. •• • • • • . • • • • • .• • • • • .••• • • •••• ••• • • • • • • • • • • • • • •• • • Page No. 2 of 4 • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 45 ft face Dist from Windward Edge: 0 ft to 25 ft - Max Cp Dist from Windward Edge: 0 ft to 6.25 ft - Min Cp Dist from Windward Edge: 6.25 ft to 12.5 ft - Min Cp Dist from Windward Edge: 12.5 ft to 25 ft - Min Cp Dist from Windward Edge: > 25 ft -0.18 -0.90 -0.90 -0.50 -0.30 -15.43 -43.77 -43.77 -28.03 -20.15 1.25 -27.10 -27.10 -11.35 -3.47 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) "(2 /Alpha) Topographic factor (Fig 6-2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.85 1.00 46.32 14.0 Deg • Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Res sting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 -0.18 46.32 -28.53 -11.86 4 -0.37 0.18 -0.18 46.32 -25.66 -8.99 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.72 0.18 -0.18 46.32 25.20 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.63 0.18 -0.18 46.32 -37.34 -20.66 4E -0.56 0.18 -0.18 46.32 -34.09 -17.42 * p = qh * (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients, GCp Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/14/2007 • ▪ • • • • • .* • • • • • .. • • • • .... .... ... • .. .. • 1 • • • • Page No. 3 of 4 • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.5 = => a -1 -2- 2: 1 2 a as Gabled Roof 7 < Theta < =45 4.50 ft Double Click on any data entry line to receive a help Screen • • • • • •• • • 3/14/2007 .•• • • •••• • • • •• • • Component width (ft) Span (ft) Area (ft•2) Zone GCp Nincrrgis (Ib/1 t• 2 Max Min NM . • Min • TRUSSES 2 10 133.30 1 0.30 -0.80 X23.. -45.0 TRUSSES 2 10 133.30 2 0.30 -1.20 2313•' - 63.93• TRUSSES 2 10 133.30 3 0.30 -2.00 34.28•• - 100.98 WINDOW B 4.87 4 19.40 5 0.95 -1.30 42.31 : - 68.48• h DOORS 2 3 7 21.00 4 0.94 -1.04 /2.0po • - 56.66• DOOR 3 6 7 24.00 4 0.93 -1.03 5t55 • - 56!18• Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • • • • • • • • • • • • • • • • •• Page No. 4 of 4 .... 2. 2))6 ?L 23FM 582 N.W. 712 81ROET 49JITE 292 MIAMI, MAU SOt22 FAX (SOLO t6,- 02NO °"71 n u 11 ur a P1 ors 4! rt r. DRAW BY; PATE, LAND SURVEYORS Survey of Lot; 5a6 Block: 11 Subdivision; AN AMENDED PLAT OF MIAMI SHORES SECTION NO, 1 According to the Plat thereof as recorded in the Plat Book No, 10 at Page No. 70 of the public records of MIAMI••DADE County, Florida. Property Address: 54 NE 102 ST, MIAMI SHORES, FL 33139 For: MICHAEL J. DEVINE NO. 0986- P. 3 amvsvm4a4D.02.44,1. A• ARC =WIMP T. A/R. 41.90.14119.1 Q. Ts MOW, 0.0.. BLOM OOAN& 102. 8A 0 OP FINARINO& CEI.S.■ ETC PLOW WALL ON,B. BFdRIltQ. O.I.F.. 043!1 Wilt FQdC£. QY.E• 4AINTENANC2 OOaaNa. � pwp�, O.2.,•L'RE76SLAB. 0.2.• ORAINA22 edited . OM• &. AUt14E 4UVNiPJ{ANOE OOhO. "` Y • D. LAar, ■ Pit:{pp�p� Pit:IW gtili LOCATION SKETCH sale 1"= NT.S. ;:10 N •,tiff ' ..� 11. Date: 06/17/2004 BiV1I A T (9 a,.. AAN,D b E.AI.d,E Flamm e ND NAfL 6 01ffit At10W. FR• FRAYS MA. Antoi. manna N.■ MI191 Y1�NE0.■ olsim�o ECRE99 4J.2.. `8 ST PLOQR 621411014. CTURi,LM.E1• LARg MAINIVIANT: NAOMI • Y.. =I M?ANO6' OY NUM T I*. N.A.P,• NOT A PART ii►e RAW KAATIONAL YOITIOAL 0 N• NORIN. 11111% :107 cam Oho. 0/141140 0 0.H.L. OYAOiPAU UTim P,R.C.a p�"p�T OF RSViN22 P.B.. PLAT e00M. PA .■ PAM 00.. PAgt'XAr. PWW1 mid mumptirrt R2OE14£N62 P I.S ■ 04AL LAND R.■ OIGTANW. RR.• FAX. ROAD 0�2/2W. p�q� W ENCL. At 04* ROW OP RADIAL ppR.0• RRADIgV PdNT. EEC• SEMON. MR PYMttg 'RMWO NER PAD pig P aC• � Pp?$(($! cQ�� gQ pgu14D OURVL 110r POINT 0 MOM POs.. PONT OP 86tO1)ON0. T. TAKEN 'Wpr�p WN°.}O, USE.- t11WTY. U.P.. NODUYY Poi& 4.4 W..AI€I: KIER. am aft. WOOD pool, . N 10.2. A�tI� Ell' "T " 944, LEGAL NOTLI TO AOCOMPANY SkMTON OP SURVEY (BURVS19t MRS SAY SS WORM =NM DI TO PIMA NOT MOAN ON INS 0pVY =NW =HA ZaADIW9 OAN MAW ARS t+B;ANWVO Age 14,4 VA OI: 143: 1 Ig ,�-•. ' !' An go 7G gIOmA0FD6T1� YEW 11100A06101Z% SINS 'APPY ZaN 40 MAIM RLRp011ON6 NC 01TOA! 5 AND Ire 10. �ry Nor C T® mew M2 P t;'I °:':± ' F IMF 1i 121 t1 OP WRVL1: HAS 0E474 PREPARED FOR TO MALI WARE� , OF It 11111115 NANO "6100 TO as 11 214F i1t2aD YMOAIIMO 0 0 1A ED 1NE'IICAGN 4 - 4,X21. .V_D .TxPI0At, .4.4:: OW% OHM UV PENCE ae.g. wau OM) .QoQ. IFIIRON FENCE •.DN, CVEF.PIEAOWLINLIMO 0.44 Wr.WCAP PENCE 0.00 • BESTING ELEVATIONS. ®a PROMO SLPVATIONS. R_IIRV�YORC�� qfl Tlt 51 *y d t 1 IF R+ SZttejp AWED 11€ PROW% AP1 OOIMIT , MOW A:AAIK Q ?• r WAN 2OVA IONS ARB IMAM TO OYj kt6Y 2202 Dc t LVA. 8F 1828. 1). 102 IS A EFESSIO PRIME GUR4iY. 44)), '942 HEF1D8Y �FIiCPYI 'NAT T•IS 'BOUNDAIjY $URVGY• MR PRgPWM DE5GRIBM MON ggMM Y A N s AS tLANB 6 7.R FLORIDA IN THE BOUNDARY WHVLY ID TO 472.027, FLORIDA STW U140 BO • ••• ••• 0• • •• ••• • • • • •• t - II MA °ML oP F140 #71010/6' PROPSDOONAL LARD GVRYLIOR 140 RO- • BEAR is gmmo a�LN °R+ I�iF irRa ‘An v�"Y0. :Imam ON: R situated in Zone: X Community /panel /Suffix: 120652- 0093 -J Data of Firm: 07/17/1995 Base Flood Elevation; Certified tot MICHAEL J. DEVINE AND CLAUDIA DEVINEF GUS M. DE RIBEAUX, P.A. COMMONWEALTH LAND TITLE INSURANCE COMPANY LEADING EDGE MORTGAGE CORPORATION IT'S SUCCESSORS AND /OR ASSIGNS AS THEIR INTEREST MAY APPEAR • • •••• • •••• • • • • •• • • • • • •• • • • • • •• • • • • •••• • • •••• ••• • • • •• ♦ "S 2 : 2 3 FM vammrmmilim Mt NAY. STREET, OUT!ate EE L• MAMA $al PM) 067177 (net swam NO, (A36 F, Wuna iu n rm LAN. SURVIVORS SKETCH OF SURVEY Scale 1 ". 0! ' • G:7P2 ale oSi• ., SURVEY NO 'rT 4, SWEET Net OF ` ?•1 • • • G.27'e • • • ••• • •••• • • 1P-7- 54f ow proofs"- • STATE OF FLORIDA) COUNTY OF DADE) 7/tiodid SiefoiVillayte elal9 Defia(tm r 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305- 795 -2204; Fax 305-756-8972 www.miamishoresvillage.com AFFIDAVIT The undersigned Affiant, Ivy ∎- (property owner) The attached survey, performed by N OV p- S v tvl (name of surveyor's company) f o r address: SSA l tV w 7 114 3. S ti= Zoe >M Itavh. l performed on & ' ZI - o if (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. , does hereby attest that Property Owner Signature SWORN TO AND SUBSCRIBED before me this Affiant is X7personally known to me, M. axe, Property Owner Print Name day of =Vat) as identification. prod d NOS' PUBLIC-STATE OF Fin 1 �(' Mike SChwejgc Commission #DD50p a /4 ///IJ/trn Atlantic Bonding Co., NO. 0986 Survey of Lot, 586 Subdivision' AN AMENDED PLAT OF Block' I SHORES SECTION NO..1 According to the Plat thereof as recorded in the Plat Block No, 10 at Page No. 70 of the publio records of MIAMI -DADE County, Florida. Property Addreael U NE 109 6T, MIAMI SHORES, PL 33138 For, MICHAEL d. DEVINE AAO Data 06/17 /2004 LOCATION SKETCH a�a NT S ALI' PP A.LMI • N D A� .11w Fa, • PIU d1 0A. Wm, P11�r,. PY ��{{qq fM 6 Pd.6,■ Br 6gYis1% sava0N. wa fsi. &OAPS. Wan M&i N : AUG, 2.2006 12:23PM EiKETCH OF.SURVEY grate 1 ". 70' 5 1•'L. nt-volic ier RA-vsloof444.‘