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WS-07-306 w Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 136918 Permit Number: WS -2 -07 -306 Inspection Date: March 03, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: GROOM, JEFFREY Work Classification: Window /Door Replacement Job Address: 355 NE 93 Street Miami Shores, FL Phone Number Project: <NONE> Parcel Number 113206013629 Contractor: SOUTHERN WINDOW TECHNOLOGY INC Phone: 305 - 253 -2560 Building Department Comments INSTALL NEW NON IMPACT WINDOWS AND ONE IMAPCT DOOR SHUTTER INSRALLED BY PERMIT NO.47276 ON 8/1/2000 CONTRACTOR PHONE #305 - 253 -2560 ANGIE Inspector Comments Passed l Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 03, 2010 Page 1 of 1 ° Inspection Worksheet son . Miami Shores Village o� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 • Inspection Date: 08/23/2007 Inspector: �� , Permit Ty Windows/Shu Owner: GROOM, JEFFREY Inspection Type: Final Job Address: 355 93 Street NE Work Classification: Window /Door Replacement Miami Shores Villa e, FL Phone Number Project: <NONE> Parcel Number 1132060136290 Block: Lot: Contractor: SOUTHERN TROPICAL ELECTRICAL INC Phone: 305 - 956 -3955 Buildin De artment Comments INSTALL NEW NON IMPACT WINDOWS AND ONE IMAPCT DOOR SHUTTER INSRALLED BY PERMIT NO.47276 ON 8/1/2000 V) Inspector Comments Passed ®� A � • ®o � LEE Nave► Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid Wednesday, August 22, 2007 Page 2 of 2 Caw - SIM61 IIIA Miami Sh res Village -P Building epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.22 Fax: (305) 756.8972 B►VMDING Permit No. LU S-1 _ G . F B 2 0 2007 _3� :1� IT-APPLICATION - - - Ma r Pe 1i0. - - FBC 2001 BY -- -- ------- - - - - -- Permit Type (circle): Buildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) flZ Phone # I 1 A i Owner's Address L—k Cit i /) t`t &L-j"5 State Zip c Tenant/Lessee Name Al 4 Phone # ; Nt A Job Address (where the work is being done)J + City Miami Shores Villaize County Miami -Dade Zip Is Building Historically Designated YES NO LI Contractor's Company Name aj f � Poole # 6 Contractor's Address City State ( Zip --,3�3 15 q Qualifier�� ivaSW State Certificate or Registration No. Certificate of Competency No. q5, 0S (3611,5 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: DAddition on EINew r. ; Repair/Repla�e ❑ Demolition Describe Work: '' S Ali ��. 1) ze T t p • fsS' Submittal Fee $ Permit Fee $ 00 CCF $ 0 CO /CC Notary $ Training/Education Fee $ 2 Technology Fee $ (9' Scanning $ Radon $ zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ �C (Continued on opposite - side) - i _ Bonding Company's Name (if applicable) t 4 Bonding Company's Address A) A City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction l' law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded n ace of ommencement must be posted at the job site for the first inspection which occurs seven (7) days after the building perm' is issue In the absence of s h sted notice, the Inspection will not be approved and a reinspection fee will be charged. ISgnatur Si wn or A Contractor L) The foregoing ins ent was acknowledged before me this The foregoing ' ent was acknowledged before me this Z 3 day; of 20 Gl G by �e� 19 ��}'" day of , 20 by who is perso al y known to me o has produced P® who is personally known m or who has producedq cati and who did take an oath. en fication and Who did e an oam. NOTARY PUB NOTARY PUB I 0FROALNQTARY SEAL ? Y RAMRAJSEWNM1NE Sign: TO BY t: f� _ s` '� _ Nuiary Publrc �t: Of p DD 01ON EXPIRES o . mmissr• t)(VE* Jul 4, Icr JULY 31,2006 _ P. fled 5 n. � ,� 9eYaFardeQrdr ,x* * r Naba,,,r,ax,�,ti,� *�t *pax Frnw— I— 2Q7� Sondedd # 00 530747 APPLICATION APPROVED BY: - l� 7 6 - 7 Plans Examiner Engineer Zoning chc 05/13/03 37 Feb 28 07 11:15a T 37 P.1 51 o w Te&tw Incorporated CC 95BS00175 4 . 1117 Lay". ==Mi '4- �� ` - r H'IS 1V t ;) 66 6 F 6 (Z- mo- e- io k .1'77 19394 S.Ml. 106th Avenue - Miami, Fl, 33157 Ph: (305) 253-2560 - Fax: (305) 235-5627 - www.soLithernwindowtech.com i i s �t��c its MIAMI SHORES VILLAGE, FLORIDA Daft EUCTYU CAL 0 ' 41 2 16 MUMBING 0 PERMIT comroemA ROOFING D umtrso No. Wok to ba performW undw brier Permit! tat nrx of Awlima r I - -�--- St,E►di- , A -1 � , v Iwo easy; li+ - �>� if � vnian � � '�' Sands � t� eCApitOl [ a Sq. Ft : _ $uilt#ittg 4 34!Z 1[ pioject S � - Perwir. 7V Titis ronit ]s anted to tare mtrttaetar or buiida: named above to wa+trwr the babdia at to in■ta]] Me - ]� Sr 8 w -••.— Z�. s:s�.:at tiatcrtoed it th rpplire- doer berefor in voict a mplisooe with al] ordioaac perrainina tl+rrr!^ a - si d t]. i:,Y ,t retear.+ug tbat the +rO&Wil] b: parfotmed W sorsplisnce with anx plane, deawiaas, am--- teat nor lave beta submitred to snd eppaoved by the proper mosieipat wathoridij- This permit mar be rrvoktj at way rime if the t►ork is act doe* in eotoplitM Web sueh ordlaaorer or if the plane are cbawged Witiroer su:hotreae•oa. A farther cop4l6ott apan wt.eb this jwrm3h is grouted is At uodereeaetdi?ag eb.t the eoorrwetbt or builder named wbove tssurnes the res;4usiblGtp for a thocouah knoeeledge of the and canes tad reguirt6m pertaideg m the wort eovertd be+eby whotler shown as tke ptaao or dtasr"tap at in the awrotems or opmi €katieas and that be aasvrner rexpon- sibility for wPA doe by his spot r, cervanta or otapi7es ' 1 8*ad (INSPECTOR J 11Y H It euasidesadoa ad the Emaaacs w me of dsiperenit I agree to ptafora thv orork rnrend benuaWer is eoMpli = wiuh al; ard;o.anrea and regulation, pereaiaiog themo. add is stria awfcrtuity with at plane, drzwirtg+, ntatesseoes at +pe6ficauaw eu6mitud n ebe proper avtboride+ of Miari 5horet Vi:tage. in *M this perm..h I osat(tne reapaairbrity for all work dape bar eirber, myself. my agent, arrvam or eesployce. t � � 4BAC?Q a >(IILpFJt BY AI]THORITY N a as s� a LL Feb 28.07 11:15a T 37 p. 2 02/21/2007 18:53 3057625857 .7Ar3TCAM PAGE 42/02 X78 /li /zB @R 11:35 _ 385'7558372 MIAMI !'+ -ORES VILLAGE PAGE 01/01 ' I miami shor ®s Village, la. f 0 TL - - ! ADDRESS OWNER •� TIME READY. - r PERMIT ISO. CONTRA-0-TO R — _�- 1'ELEPH-3NE NO. y� DATE -- c i NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. W) - 1 ° TAX FOLIO NO. [ �6 (0U I _ 4? h OR Bk 2 5114 P a 0577; (1As ) RECORDED 11r`20,r2006 14a02:17 HARVEY RUVIHP CLERK OF COURT STATE OF FLORIDA: MIAMI -GAGE COUNTYP FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address -V! c am gI -� Lf at, 2. Description of improvement 1JUShA U ) 1( &l41a4et UA AAO Sly Ie-,, d6 3. Owner(s) name and address: Interest in property: @�J Name and address of fee simple titleholder: 4. Cont name and address: addre i y �� j �/ / / 6�� t q V /j � (t ( �1\ � I� f 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713. j 3(1)(a)7., Florida Statutes, Name and address: &I a 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as.provided in Section 713.13(1)(b), Florjida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different to i cifi r 7ia t AW1 0V0 r L / Print Owner's Name ' -\ t2\ vl� Prepared b 4v c10j Sworn to and subscribed before me this 6 da f AIVL , 20 , 06. ��L vVli�dC� o OBY _ 66t Notary Public ° `' Q - Notary Pu* - S__ d Print Notary's Name -My Wiii " Expku Jul W, g10 0 raw ion My commission expires: - ''��€`ti ••'• e0 _ A 123.01 -52 PAGE 4 10/04 Miami Shores Village Building Department � `N �d Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 7- - 36(o Job Name Date 6 BUILDING CRITIQUE SHEET IN �d � l ae & o Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Page 1 of 1 VtOWI MA 13VILDING CODE, 2004 nj6IG%PR%9SURIJA f d#- 7COWONENTS & CLADDING Building Information Job Information Wind Vebcw (-Ph): 146 • • • i i • . • • • Cah.datb. Type WALL OPENINGS Importance Factor: 1.00 • • • • . Job Somber: n Exposure Category: C • SIB OTO" • • &%psny Name SOUTHERN WINDOW TECH DirectimalHy Factor (led): 1.0 Klaxpygi N AL LL: Prepared By: ANGIE THOMPSON IWerual Pressure Coeffident'+/-': 018 U•telTime 2=20V 9:50:10 AM Mean Roof Height (It): 15 Client Name: GROOM Building Width 0* 30 Job Descriptlon: NON IMPACT CASEMENT AND SINGLE HUNGS IMPACTG SINGLE DOOR Buildin Le 65 Roof Sbpe (a:12): 6 Width of End Zone (t* 3 Opening Mark Opening Desc. Location Zone Opening Elev.(ft) Opening Width (in) Opening Height (ta) Max +Free (psf) Max - Pres (psi) C � IMPACT DOOR — �� 39 92 ®® NON IMPACT HR 74 39 u NON IIm'ACrZii� 1 4 11 106 j 39 5" — � NON HdPACT CST F �4 4 74 39 �� NON IMPACT CST 4 74 39 i sm NON IMPACT SH — � 37 39 54.7 593 NON IMPACT SH 37 39 54.7 -593 I� NON IMPACT CST C � L = 74 39 52 2 �-56 8� NON IMPACT CST ®� 74 11 39 NON avACr SH 4 37 39 54.7 -593 NON IMPACT SH 37 = 1 39 1 54.7 ( 593 �L NON awACI' CS1 r 4 � ji 74 39 � --- _ � NON IMPACT CST 4 74 39 $5.2 1 -s" �� NON IlYB'ACT SH � I 37 39 54.7 593 f r ROOF HEIG ME HT �HEI6f1T U ( D .. � WALLS OF ALL BDILEI NG HEIGHTS n file: / /C: \Temp \old docs and settings\Documents and Set ings\Angie\My DocumentsVIND... 2/20/2007 % .. % .. MIAMFD>p►DE ... ' . .... .... MIAMI -DADS COUNTY, FLORIDA g METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCGO) os 140 VONT FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION : : • : • : i i • : : • • MIAMI, FLORIDA 33130 -1563 • • • • • • (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (N•OA) •I • • • • www.baildinecodeonline.com TRACO Windows & Doors, Inc. : T : I :'. . • ... 71 Progress Avenue . ... • • . .. . • Cranberry Township, PA 16066 • • .. . . . . . ..... SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Lone. DESCRIPTION: Series 2100 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. 04-1 1341004, titled "Series -2100 Alum. Horiz. Sliding Window ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E. Consulting Engineers, dated 05/14/04, with revision dated 07/25/05, signed and sealed by Frank L. Bennardo, P.R., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #{ 04-0518.01 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05-0812.04 l p/l y (Q� Expiration Date: April 29, 2007 Approval Date: November 03, 2005 Page 1 % . . ... . . . ... .. % .. TRACO Windows & Doors, Inc. NOTICE OF AK cE • &'VI,j SUBMITTED • ••• ••• • • • A. DRAWINGS 1. Manufacturer's die drawings aAd 9grtwne.: •. • • • ......,... . 2. Drawing No. 04- 113 -006$, FtiS. "i ' - 2100 Alen. Horiz. Sliding Window ", sheets 1 through 6 of 6, prepaMd by Fra& L. Bed11>h'db, P.E. Consulting Engineers, dated 05/14/04, with revision dated 07/25/05, signed and sear by Frank L. Bennardo, 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 PA 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window(XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1859, dated January 5, 1998, re- issued on 2/20/98, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA #04- 0518.01 " 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1944, dated February 20, 1998, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA #04-051& 01 " 3. 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 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET- 04003, dated March 26, 2004, signed and sealed by Daniel G. Farabaugh, P.E. "Submitted under NOA #04- 0518.01" C. CALCULATIONS 1. Revised Anchor Calculations, and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineers, dazed 07/19/05, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E1300 -98 TRACO Security Windows & Doors. Inc. Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No OS -0812.04 Expiration Date: April 29, 2007 Approval Date: November 03, 2005 E -1 % . . ... . . . ... .. . .. %.. . . . ... . . . . ... r NOTICE OF 4CCEPTANCE- EQMNLE SUBMITTED .. 0 .. a ...... . 2. Anchor Calculations ASTM- 10304 sttial analysis, prepared by Al- Farooq Corporation dated 2/18/02, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA #04-0518.01" 3. Anchor Calculations• � S T analysis, prepared by Frank L. Bennardo, dated 05/10, 4, dgfled &d.sdaled. bl Frank L. Bennardo, P.E. "Submitted under NO 404 0518.61 00 " D. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated 07/25/05, signed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated 07/25/05, signed by Frank L. Bennardo, P.E. 3. Laboratory compliance letter for Test Report No. FTL -1859, issued by Fenestration Testing Laboratory, Inc., dated 2/20/98, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA #04- 0518.01" . 4. Laboratory compliance letter for Test Report No. FTL -1944, issued by Fenestration Testing Laboratory, Inc., dated 2/20/98, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA #04 -0518 01" G. OTHERS 1. Letter from the consultant, dated September 26, 2005, stating that the product is compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 04- 0518.01, issued to TRACO Windows & Doors for their "Series 2100 Aluminum Horizontal Sliding Window", approved on 07/05/04 and expiring on 04/29/07. Herminio F. Gonzalez, P.E. / / Director, Building Code Compliance Office NOA No 05- 0812.04 Expiration Date: April 29, 2007 Approval Date: November 03, 2005 E -2 . . ... . ..... . ••• 0 g 0 Fluum SER•IlES'•2:100 HORIZONTAL. SLIDING WINDOW � F •• • •• ••. •• (NON- IMPACT RESISTANT) ....... } FRAME MOTH - _ _ W co m VENT NTH FRAME WIDTH z W < ; 1 2 C z VENT WIDTH VENT VENT D.L.O. - FIXED 0. LO. VENT D.LO FIXED D.LO. -- VENTD.LO ui Z ' Rj D O SURFACE- APPLIED SURFACE-APPLIED T= MUNTINS (OPTIONAL) ! I A MEUNTINS (OPTIONAL) �Ql 1 I i 6' MAX 8 Z W Z w S i lL X Z z j� � i� � i /-" � is 1{ i is 1 ;i � J a' 0. � m� -` II I - I - I I J n O JU I T / /. T— --u---- _� -- __ ,� =_ " II =_� II / I /• /11 12 1/2° ll 11�� I 1 I 11 I Z 1 1 / O.C. X I , 1 D I I O I Q O • - i 11 i// �j 1 i II• / /�� A7J AMB5 x O IN (9 ..I '1 /•, .� 11 . / /1 0 y ..J ❑ /. 1 't ,� 1' /// 1 11 / i. I"It p ---yl 16 W2 p O.C. MAX p AT IAMBS H 0 C� ^ O _ 61!4" MAX (TYP AT b• 6 1/2' MAX (TYP T MAX (TYP AT T 5' Lb 1IZ' S" 7' MAX - i A HEAD /SILL CORNERS) AT JAMB CORNERS HEAD /SILL CORNERS) MAX TYP vg1 0 Z Z 1 TYPICAL ELE VATIONS Z g N g GENERAL N OTES : y 1) THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 (HIGH VELOCITY 3/16 D A OR 1/8' ANN OR 1/8" TEMP GLASS a S HURRICANE ZONE) AND HVHZ TEST PROTOCOLS TAS 201, 202 & 203. DSB -ANN, L1TE5 RD g 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN 3 /iS' ANN, OR 3/16 INBOARD g, OUTBOARD TEMP ' ARE IDENTICAL), VENT OA D FIXED g § THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.5 3)16' TEMP (VENT 7 HAS BEEN USED FOR WOOD ANCHOR DESIGN. GLASS (FMD) / SCHNEE MOREHEAD S555 SCHNEE 1/4' CONTINUOUS 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE GLAZING COMPOUND MORE iEAD MET/LL SPACER WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A.IOB- SPECIFIC I 5555 BASIS IN ACCORDANCE WITH THE GOVERNING CODE. j GLAZING 4) MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY ttt 1 COMPOUND i BCCO- APPROVED STRUCTURAL MULLIONS (e.g. NOA #01- 1218.01 OR I t #01- 1218.02). r S) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE M,4 -- it�fR6Y��` INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT 5/16" 3/8" MIN / BrrV RREG AARCImirrEECCT D HL PREPARE T E SPEQ DO GLASS DOCUMENTS FOR GLAD 4 09, 04- 113 -0004 USE IN CONJUNCTION WITH THIS DOCUMENT. PAGE gyp; 6) PERMIT HOLDER SMALL VERIFY THE ADEQUACY OF THE DQSTING oESCwrnoet STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 7) ALL WINDOWS SHALL BE PROTECTED WITH MIAMI -DADS COUNTY 2 GLAZING OPTIONS APPROVED IMPACT RESISTANT SHUTTERS FOR ALL INSTALLATIONS. 8) ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR 1 6" = V -0' PLATED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE. 6' J . . ... . . . .... • s e e 0 • 0 0 • 0 ••• PESIGN LO AD CAPACITY - (PSF) L so ' •r '`CONFIGURATIONS ••• . NUM OF • • • • • :44" fiRD SILL: - SILL WI MEN EN POS WINDOW WINDOW DW ANN 16' , EM ANN 3/16' TOW i/2' 1N� M ANN 6" ANN 311W TEMP IL2' INSU L WIDTH HEIGHT p � � p05 NEG NEG POS NEG POS NEG POs i NEG POS NEG POS NEG PAS {NEG � in in t ( GLASS WIDTHS Of ALL FDO�AND Lj 01 > 261/2 4 2 44.00 160.51 .00 160.51 44.00 150.51 44.00 160.51 53.33 150.51 53.33 160.51 53.33 160.51 53.33 :160.51 OPERABLE CUES SHALT, BE EQUAL z W I O a `� O 37 6 2 44.0 125.00 44 44.00 172.44 44.00 172.44 44.00 172.44 53.33 125.00 _53.33 172.44 53.33 ' 172.44 53.33 172.44 t9 531/8 x ' B 2 44.00 91.60 44.00 160.13 44.00 160. 0 . 13,44.0160.13 53.33 91.60 53.33 160_13 53.33 '160.13 53.33 160.13 a Z p O �, O d 60 (2) 8 2 44.00 63.80 44.00 141.78 44.00 141.78 44.00 141.78 53.33 83.80 53.33 141.78 53,33 141.78 53.33 1 41.78' 0 O Y L m K 74 8 2 44 -00 66.60 44.00 112.00 44.00 :114.96 44.00 it 14.96 53.33 65.60 53.33 112.00 5333 11 53.33 114.96: O 2 W 'r pI 0 26 1(2 4 2 44.00 108.75 44.00 108.75 44.00 ' 108.75 44.00 108.75 53.33 108.75 53.33 108.75 5333 108.75 ` 53.33 108.75 co, 2 37 7 3 44.00 75.30 44.00 133.47 44.00 133.47 44.00 133.47 53.33 75.30 53.33 133.47 53.33 133.47 53.33 133.47 a 53 1/8 313-3/ 7 3 44.00. 6420 44.00 94.93 44.00 94.93 44.00 94.93 53.33 64.20. 53.33 94.93 53.33 94.93 53.33 94.93 % f " �`� f E• 1 1- lu 60 () 7 3 44.00 6050 44.00 84.05 44.00 84.05 44.00 84.05 53.33 60.50 : 5333 64.05 53.33 84.05 53.33 84.05 ` 3� / m J 74 9 3 -- - -- 44.00 8190 44.00 67.62 44.00 87.62 - 153.33 62.90:53.33 87.62 53.33 87.62 1 � to O YfA 2a 261/2 4 2 44.00 1 82.44 44.00 OL44 44.00 82.44 44.00 $2.4415133 82.44 5333 82.44 53.33 82.44 153.33 82.44 Z 37 7 3 44.00 16050 44.00 93.96 44.00 93.96 44.00 93.96 153.33 60.50 53.33 • 93.96 53.33 93.96 L53.33 93.96 L 1 V , 4 60 G $ 53 0 SO (4) ) 50 7 3 44.00 44.00 44.00 71.% 44.00. 71.96 44.00 71.96 44.00 44.00 53.33 i 71.96 53.33 71.96 5333 71.96 LL 7 3 -- --- 44.00 63.72 44.00 63.72 44.00 63.72 --- _ - 53.33 63.72 53.33 63.72 5133 ' 63.72 74 9 3 --- -- 44.00 60.50 44.00 ' 60.50 44.00 6M50 - - -- 53.33 50.50 53.33 • 60:50 53.33 60.50 pp 261/2 4 2 44.00 47.27 44.00 66.24 44.00 ".1 44.00 66.24 47.27. 47.27 53.33 66.24 53.33 66.24_' 53.33 66.24 2 37 7 3 34.44 34.44 44.% 72.32 44.00 72.32 44 -00 72.32 34.44 34.44 53.33 72.32 53.33 _72.32 53.33 72.32 3: 531/8 7 3 -- - 44.00 54.45 44.00 54.45 44.00 54.45 - 53.33 54.45 53.33 54.45 53.33 54.45 t7 4D z 60 (4) 7 3 44.00 49.94 44.00 49.94 44.00 49.94 49.94 49.94 49.9_4 49.94 49.94 49.94 f�.:. �� m p 74 9 3 - 43.59 43.59 43.59 43.59 + 43.59 : 43.59 43.59 43.59 43.59 43.59 43.59 43.59 if •f o 8 in 1 0 L ' TTG RAIL° INDICATES NUMBER OF ANCHORS AT VERTICAL MEETING RAIL LOCATIONS AT HEAD OR SILL (EACH) 0 ' TOTAL' DVDICATES TOTAL NUMBER OF ANCHORS AT HEAD OR SILL {iNCLU0E5 "MTG RAIL' ANGHORSj Q 7 NUMBERS IN ' )" INDICATE TOTAL NUMBER OF ANCHORS AT EACH We s OXO gn ° x a�� D z DE SIGN LO AD CAPACITY - (PSF) .. x o �z 'XOX' or 'OXO' CONFIGURATIONS 3 nc1 F ANCH NUM OF STANDARD SILL SILL WITH RISER ifs' WINOpty WINDOW 3 1! 6" MIN 3/16' TEMP 1/2" INSUL 13/ 6 ANN 3/16' TEMP 1/2' INSUL WIDTH HEIGHT POS { NEG POS { NEG POS MEG POS NEG POS NEG POS ! NEG N S in (in) (Psi (P+K) (Pso ( (Pst) (psr) (pd) (Isf) F 75 12 2 44.0 ; 180.0 44A 163 8 44.0 163.8 P.3 163.8 53.3 163.8 j 53.3 163.8 85 12 2 44.D ' 152.0 44.0 150.1 44 150.1 53.3 150.1 53.3 150.1 53.3 150.1 XQX 97 12 2 44.0 132.0 44.0 131.6 44.0 131.6 53.3 131.6 53.3 131.6 53.3 131.6 109 12 2 44.0 115.0 • 44.0 117.1 44. 117.1 53.3 15.0 533 117.1 53.3 117.1 APPROVED g lit 12 2 44A 112.0 ' 44.0 . 115.0 44.0 115.0 53.3 l 533 LISA 1 533 115.0 1 CONFIGURATIONS ' 75 11 3 44.0 113.0 44.0 105.7 44.0 105.7 53.3 ; 105.7 53.3 L05.7 53.3 105.7 85 11 3 44.0 92.7 44.0 93.2 44.0 93.2 53.3 + 917 533 93.2 53.3 93.2 2 38�3J8' 97 (3) 11 3 44.0 88.0 44.0 1 81.7 44.0 81.7 53.3 81.7 53.3 8L.7 53.3 81.7 g 109 11 3 44.0 83.9 44.0 72 7 44.0 ' 72.7 53.3 7L7 533 72.7 53.3 72.7 E 111 11 3 44.0 8 3.2 44.0 71.4 44.0 71A 53.3 71.4 1 53.3: 7LA 53.3 71.4 ' 75 11 3 44.0 82.4 11 755 44.0 75.5 53.3 75.5 53.3 75.5 , 53.3 75.5 d 85 11 3 44.0 72.4 44.0 69.6 44.0 69.6 53.3 69.6 S3.3 69.6 53.3 69.6 97 50 ) 11 3 44.0 66.8 44 -0 61.9 44.0 61.9 53.3 6L.9 S3.3 61.9 53.3 61.9 4 109 (4) 1i 3 44.0 63.1 44 -0 55.1 44.0 55.1 533 55.1 53.3 55.1 53.3 55.1 • 111 11 3 44.0 i 62.6 44.0 54.1 44,0 1 54.1 1 53.3 54.1 53.3 54.1 53.3 54.1 04 75 12 3 . 44.0 72A 44 0 57.0 44.0 57.0 53.3 57A 53.3 57.0 53 3 57.0 hall• 04- 113-0004 85 11 3 44A 57.0 44.0 52.0 44.0 52.0 52.0 s 52.0 '52.0 52.0 52A 52.0 PACE ; 97 63 11 3 44.0 50.4 44.0 47.5 44.0 47.5 47.5 47.5 47.5 47.5 47.5 473 pE 109 (4) 11 3 44.0 48.6 44.0 44.1 44.0 44.1 44.1 44.1. 44.1 44.1 44.1 44.1 111 11 3 86rYM• i- w "MTG RAIL' INDICATES NUMBER OF ANCHORS AT VERTICAL mEERNG RAIL LOCATIONS AT HEAD OR SILL (EACH) 'TOTAL' INDICATES TOTAL NUMBER OF ANCHORS AT HEAD OR SILL (INCLUDES WM RAIL' ANCHORS) - NUMBERS IN `( }• INDICATE TOTAL NUMBER OF ANCHORS AT EACH JAMB S i • • • • • • • • • • • • • • • r NVK L ORNAP00, P.6. • _ � 0 PECO46549 EXISTING CONCREII :. • i • • • •' • •' : MATERIALS LI ST HOLLOW BLOCK, OR TYPICAL ANCHORS (SEE ELEVATION WOOD STRUCTURE ON SL FOR SPACINGILOCATIONS) - 4A �• •tl • 1*@R 2A OD MM (OPTIONAL ITEM PART 5 . . . QUANTITY DESCRIPTION MATERIAL J MANF/SUPPISER/AENfARKS .' •T • • i • •• ♦ A: H�(!D §ILL, 81j JAMBS) 1 050 -OD 366 1 FRAME HEAD 6063-T6 t :. �.. e °• ' 4 • • �d • • 2 090- 00-220 1 FRAME SILL 6063 -TS e • ! • • . • • • • • • • ! 3 050 -00-367 2 FRAME JAMB 6063 -TS 4 050 -00 -119 1/ VENT FIXED RAIL 6063 -T6 - W Lj ----- • - 5 051 - 00-165 u VENT VENT MEE77NG RAIL fr063 -T6 a z Q � � y_ ",� 1/4° MAX O n Z n l IC 4 . O 6 050 40 21 VENT TOP AND BOTTOM RAIL b06MB 3 - Tb Z _W g! o SHIM O 8 L 7 051 00 1/ VENT JA STILE 6063 - T6 - W k 2 it U Z I z0 5 0,a $ AS RECD. ,FRAME ASSEMBLY SCREW 58 X 3I4' P.H PHILLIPS SMS tu $ i r9 9 004- 00-008 GLAZING BEAD ALUMINUM •ROLL FORMED �' 0 I lJ 10 - AS READ. FIX. RAIL SILL SCREWS - 98 x r SMS Y N Z Q W. WOOD BUCKS, NOT BY TRACO, l4A - AS READ. FIX. RAIL HEAD SCREWS - is X 1• SMS Q O v v Cl w ° a i � �� LOADS IMPOSED - AIN AS READ. VENT ASSEMBLY SCREWS - 510 X r P.H. SMS i 1 BY GLAZING SYSTEM AND _ i I TRANSFER THEM TO THE 12 051- 00-353 - SILL ADD-ON RISER 6063 -T6 S BUILDING STRUCTURE. I . i 13 2/ VENT PLASTIC ROLLERS IN PLASTIC HOUSING SECURITY z 14 2/ VENT SWEEP LOCK AT 6-3/4° FROM ENDS SECURITY • � 15 046-00 -050 AS RECD. BULB WEATHERSTRIPPING (.156 X.300) VINYL WI 69814 $ O at i o rs 16 046 - 00-017 AS READ. FLAP WEATHERSTRIPPING (.210 X.490) ; VINYL ! WIBORG 92189 N C r G w 17 046- 00 -030: AS REQD. FLAP WEATHERSTRIPPING (.170 X.450) VINri WIBORG 52205 _ ° o rz 18 046- 00-038 ! AS REQD. FLAP WEATHERSTRIPPING (.185 X .500) VLPiri WIBORG S Z188 $ c o N w w I j > L 19 047 - 00-401 AS REQD. PILE WITH FIN SEAL (.187 X .170) - AMESBURY 917317 -187 O A Q c O 20 - AS REQD. 2' X 1 -1/4' X I/B' PLATE 6063 -TS BELOW EACH FIX. MPG. RAIL s i !If 21 046 - 00-300 - PVC GLAZING WAD WK - y � Z { f 22 AS READ. 114° CONTINUOUS METAL SPACER 3 n z b Q hh N i l� { TYPICAL ANCHORS: SEALANT: 1 1) 3/16 TAPCONS (BY ELCO OR ITW) OR EQUIV CONC ALL FRAME AND VENT CORNERS AND HEADS OF 8 ADD�N ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INSTALLATION SCREWS AT SRI SHALL BE SEALED SILL RISER ' • INTO 2x WOOD BUCKS OR WOOD STRUCTURE WITH SCHNEE MOREHEAD 5504 SEALANT. $ ; (1-3/9` MIN PENETRATION INTO WOOD). THRU 1x WOOD BUCKS INTO MASONRY OR SILI DIRECTLY INTO MASONRY (1- 1/4'MREMBED WE EPHOL ES: .� . INTO CONCRETE OR MASOIBRY). (3) 1' x 3/8' WEEPHOLES ('Wl') PER VENT SILL AT 8 y -2� S' FROM VENT ENDS AND AT MID - WIDTH. ° Wl -� t / ANCHOR NOTES 1/4 MAT( 1) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH a SHIM MANUFACTURERS' RECOMMENDATIONS. ° a . 2) WOOD BUCKS (NOT BY THIS MANUFACTURER) SHALL BE ANCHORED POSIIMiCI t 9 ° PROPERLY TO TRANSFER DADS TO THE EXISTING STRUCTURE. 3) WOOD BACKS AND /OR HOST STRUCTURE SHALL BE 'SOUTHERN n wii�r/�Ll�t \ PINE' G =0.55 OR GREATER DENSITY. 4W8 I TYPICAL ANCHORS (SEE ELEVATION 4) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN HEREIN �w L)W 04- 113 -0004 EXIST. CONC, HOLLOW BLOCK, J ON Sl FOR SPACING/I.00ATIONS} MINIMUM EDGE DISTANCE AND EMBEDMENT TO BASE STRUCTURE n 49TO t: OR WOOD STRUCTURE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FLMSHES. mw SINGLE GLAZED 5) WHERE EXISTING STRUCTUR IS WOOD FRAMING EXISMG N 1 VERTICAL SECTION ADEQUATE WOOD VFRAMINGEMEMBERS. THAT FASTENERS ARE INTO �. 3 6' 1 , s . . .•• . . . .... • • ••• • • • • ••• • • • • • • • • • • • • • • • • • EXIST. CONC, HOLLOW ( D BLOCK, OR WOOD STRUCTURE - ix OR 2x WOOD BUCK I 0 O • • • � _s D "• • • • (OPTIONAL AT HEAD, • • • 1 •• • s • i SILL, OR JAMBS) -" .' °.. { • • • • • • • • • • r fEIMBED. TYPI AL ANCHORS t ' (SEE ELEV ON S1 FOR j . ( 4 '� t ��=-`� SCREEN SPACING) o - - - -O _.. - _� t < a EXIST..CDNC, HOLLOW BLOCK, OR WOOD STRUCTURE Ix OR 2x WOOD BUCK f (OPTIONAL AT HEAD, SILL, OR JAMB: ° .. .' TYPICAL ANCHORS (SEE ELEV ON 51 FOR c l SPACING) t e - - -I _ SCREEN_ - c / STRUCTURE —VENT WIDTH VENT D.LO.- l f _. Ix OR 2x WOOD BUCK — ' S f n (OPTIONAL AT HEAD, v I EXTERIOR I � FIXED D.L.D. FRAME WIDTH SINGLE GLAZED (XOX) 2 HORIZONTAL SECTION 4 6" 0 1,_0" v EMBED ATYPICAL ANCHORS ELEVATION (SEE ELEVATION ON Sl FOR SPACING) k i 0 ] FRAME WIDTH SINGLE GLAZED XO 1 HORIZONTAL SECTION 4 6" a V-0" INTERIOR EXTERIOR D.L.O. NOTE: XO CONFIG SHOWN, OX CONFIG OPPOSITE `TYPICAL ANCHORS (SEE ELEVATION ON o ` SI FOR SPACING) / EXISTING CONCRETE, / HOLLOW BLOCK, OR WOOD VENT WIDTH —� VENT D.L.O. — INFERIOR EXMnNG HOLLOW BLOCK, CONCR ETE, OOD STRUCTURE ��-Ix OR 2x WOOD BUCK (OPTIONAL AT HEAD, j SILL, OR JAMBS) Z lU < Ch 7G si w L U q A aZ ��a $ �,LL � w X Z z ZZ "aO 0 J� 0� O FLU xZ X00 r LL �m� 3 O C 2 t9 ti � � z L°•ag ti � Z L g 04- 113 -0004 PA••ESC&E m9mmm: 1. a t ' a i MUSTING CONOtM • • 00* • • • • • • : t- -2.125 11 FR ANK L eEw+artno. V.E. �- ---{� o�onbsa9 � HOLLOW BLOC(, OR TYPICAL ANCHORS (SEE ELEVAncN ® - " 8 WOOD STRUCTURE ON 51 FOR SPACING/LOCATIONS) e tO.04S' 7 c ' tl a . • • f •..�i' • !' • • ° 0.06r - T L3C& aMO BUCK (OPTIONAL • . .•s • A SWEAD, BILL, OR JAMBS} ? N ° i �. >i' * i 'p : .450' � r _ 0.750• . ? N (j `FRAME HEAD , wZ� l- uv fl / 4 - MAX � + D C7 2 J � z g SHIM - 0.450' I 1.374' -t (j ` Z W L O z 0o, W I el ', I 19 i L0.078W $ mm ' O��t� n Z Z�� F 6 0 LL Aj 2,124' — VENT TOP/BOTTOM CORNERS FRAME TOP CO 3 � i � � � tL000"•� � � � 1 9 3 K ,JIq as S O _ �- 0.06 a Q Gi O F m n Fz f W ui ui (V O S I � I t•1.000 � -� V �� G z FRAME JA a _ E 1 31 E - 0.562' / w OPTIONAL n { \ SILL RISER ! O. 0.750' / 1 l id I J 9 SILICONE 1 0.936' —�.-� FIXED MT RAIL CORNER FRAM BO TTOM CORNER _._ - - --_ C MEETING RAIL wl � i /a• Max - ' SHIM —� 1.38r i m 0.937' } 1.63$° - } 0.513' -' —� 0.078• 2 250' <e L 0.62 --{ •� EXIST. ODNC HOLLOW BLOC( TYPICAL ANCHORS ( �v=-- o N �o �0.3��T5•�� ,. r 0.062• I ' SEE ELEVATION o4 -ii s -aoa� ." c 0.062• `° . -LZ �� car-- OR WOOD STRUCTURE ON s1 FOR SPACINWLOCATIONS) 0.062" ' I -1 + I - 0.06r ' I 0.812`- f --- -•/ }•- 1.188" � � 1.013° -t � INSUL. DOUBLE GLAZED FIXED Iowa r l - .- N VERTICAL SECTION VENT TOP / 5 6' - V-0' s� BOTTOM RAIL i ] AM B STILE 4, MTG RAIL g S ILL RISER �- . .... . . .... . . ....... .... • ••• ` • • • • • • • • • • ALUM L WNNARDO a-L L •• • • • •• ••• •• EXIST. �IC �jLO� • :04, , •Q • • HOLLOW BLOCK OR, WOOD �n BLOCK, OR ItiOGY> • • • • • STRUd*rURL' • • • • • • • STRUCTURE '$ — VENT WIDTH 7L OR 2x WOOD BUCK : _ S (OPTIONAL AT HEAD, i (g 1 VENT D.L.O. — 6 - 8 c SILL, --lx OR 2x WOOD BUCK d z EMBED (OPTIONAL AT HEAD, IL g o SILL, OR ]IWBS) X Z at = ' 1 , �'� ✓ r 1rtrERioR z� =oOQ TYPICAL ANCHORS I ' y ' • (SEE ELEVATION ON EMBED ? _ Z O (SEE ELEV ON Sl FOR r a 1 �� a ��TYDIGU ANCl10RS m J m SPACING) — j — — SCREEN .� l J 0 OPTION a Sl FOR SPACING) Z Z Z u e 10 EXTERIOR � 4 � 3 {� _ —FIXED D.L.O. S FRAME WIDTH INSUL. DOUBLE GLAZED (XO) O O s 1 HORIZONTAL SECTION Ox CONFIG OPPOSITE d a µ d t d i -}` i a FEE a AWL 1 0 EXIST. CONC, HOLLOW EXISTING CONCRETE, z BLOCK, OR WOOD HOLLOW BLOCK, OR WOOD STRUCTURE STRUCTURE $ lx OR 2x WOOD BUCK -VENT WIDTH - -VENT WIDTH— { ( / N in OPTIONAL AT HEAD I ` Slll, OR ° + VENT D.LO. - -- } INTERIOR VENT D.L.O. I —lx OR 2x WOOD BUCK W $ �`^ I — — , + �— r (OPTIONAL AT HEAD, }EMBED ,I _ �. y < SILL, OR JAMES) L- 1 g TYPICAL ANC7�OR5 / e +a ! I r _ i - I EM BM - TYPICAL ANCHORS (SEE ELEV ON Sl FOR 1 I , ^^ 1 SPACING — — SCREEN_ r _ — I 1 (SEE ELEVATION ON + • —� OPTION � — . • � � — 51 FOR SPACINta ) 6 j ' EXTEUOR � I $ FIXED D.L.O. 1 -- . - FRAME WIDTH , -: - tIODDIICT RRYIB$D � � • 2 04-1 1 3 -0004 DOUBLE GLAZED (XOX) a4- 13 -OOfl4 HORIZONTAL SECTIO 6 5• c l _a• 1�• 00 5 I • • ••• • • • ••• - 441AMFDDADE : ' : • :: ' : : MIAMI -DARE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFIC C B METRO -DAD13 FLAGLF„R Bui DING PRODUCT CONTROL DIVISION 0 0 1 • 9@ : : • e • : • o • ' 140 WEST FLAGLER SET, SUITE 1603 • • • • • . • • . • MIAMI, FLORIDA 33130 -1563 ' • ' ' ' ' • • • (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) ` • • • www lbuilainecodeonlinecom TRACO Windows &Doors 71 Progress Avenue : • • • • • 0 see Cranberry Township, PA 16066 : : : : :: : COPE: This NOA is being issued under the applicable rules aqd 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 "6y, " the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity I3urricane Zone. DESCRIPTION: Series " Donal 3" Outswing Aluminum patio Door (L.M.I.) APPROVAL DOCUMENT: Drawing No. 04- 113 -001B, titled "Series "Donal 3" Outswing Aluminum Patio Door (Large Missile) ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E., Inc. Consulting Engineers, dated 01/21/04 with revision "1" on 09 /06 /05,signed and sealed by Frank L.Bennardo, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. N%SILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 040122.17 and consists of this page 1 and evidence pages E -1, and E-2, as well as approval document mentioned above The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO A10(0 V NOA No 05- 1003.09 a Expiration Date: April 22, 2009 Approval Date: January 26, 2006 Page 1 f • •f• . f . .•• .. .. . . . .. .. . . i • TRACO Windows & Doors Inc. ••f NOTICE OF%AtCMAXC$• :EVIL E PAGE —s was • • • A. DRAWINGS 1. Manufacturer's die drawk;A anJ s@&o$S. ." 2. Drawing No. 04- 113 -0O1B; ti'** ;SOri* Pill 3 butswing Aluminum Patio Door — (Large Missile).", sheets f thhIgh 6 of 6, p;Oure l by Frank L. Bennardo, P.E. Inc. Consulting Engineers, dated 01/21 /04 with revision "1" on 09/06/05, signed and sealed by Frank L. Bennardo, 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 24113.2.1 and TAS 202 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 2, 4, 6, dated 10/29 - 11/25/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 040122.17 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Small Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 5, dated 11/18- 19/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 040122.17" 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 1, dated 10/14 - 16/03, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA# 040122.17' C. CALCULATIONS 1. Revised Anchor Calculation and Structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 09/06105, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E1300 -98• No 1/3 stress increase used in anchors into my r st bs rate Herminio F. Gonzalez, P.E. r, Building Code Compliance Office NOA No 05- 1003.09 Expiration Date: April 22, 2009 Approval Date: January 26, 2006 E -1 % . . ... . . . ... •. % .. +, w • • • • • • • • . • • • ••• • • • • ••• M TRACO Windows & Doors Inc. • • • • • • • • • • • NOTICE OFA CEPTAATd:;EMP&N,CE PAGE D. QUALITY ASSURANCE 1. Miami Dade Building CoN CofhpftcrOffite (j1CCO). .••.... . E. MATERIAL CERTIFICATIONS: ' •' :: • • •.' 1. Notice of Acceptance No. 01- 0205.02 issued to "Solutia Inc." for "SaflexIIG PVB Interlayer for Laminated Glass" dated 05 /17/01, expiring on 05/21/06. F. STATEMENTS 1. Statement letter of code compliance and no financial interest, dated 09 /06/05, signed and sealed by Frank L. Bennardo, P.E. G. STATEMENTS 1. Letter from consultant, dated 12/06 /05, stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 04- 0122.17, issued to TRACO Windows & Doors, for their "Series Doral Outswing Patio Door (L.M.1.) ", approved on 04/22/04 and expiring on 04/22/09. Herminto F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1003.04 Expiration Date: April 22, 2009 Approval Date: January 26, 2006 E -2 •• •• • • • % •• • •�P W46Sf9 eEN11RRD0, ?E • ' • LARQE -4 ISSILE IMPACT RESISTANT :: •.' • • ' OUTSWING DOOR WITH SIDELITES GENERAL NOTES 05 z .. CLUSTER OF (6) ANCHORS FOR #12 SMS OR 3116" ' •' "' • • • TAPCON (SHOWN) OR CLUSTER OF (5) ANCHORS 1. THE SWING DOOR SYSTEM DESCRIBED HEREIN HAS BEEN FOR #14 SMS OR 1/4' TAPCON (NOT SHOWN) {REF + ANCHOR NOTES, SHEET 3� 3' MIN. SPACING" ' ' ' " "' ' • DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA • • • • • • • • BUILDING CODE 2004 (HIGH VELOCI7Y HURRICANE ZONE) BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM)•. �•�� L F44ml- WIDTH , _ -4 AND MIAMI-DADE COUNTY PROTOCOLS TAS 201,, 202 & 203. SIDELITE PANEL WIDT " • • ' ' ' ' ' _ 1NAX H 1 4 ' SICEI tTE PANEL WIDTI I 2, NO 33- 113 ° !o INCREASE IN ALLOWABLE STRESS HAS BEEN w W (36 MAX) - (36" VAX) USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD 0 z z 1 I DURATION FACTOR Cd -1.6 HAS BEEN USED FOR WOOD LEAF PANEL WICih LEAF PtvKi. WID 1H I.- ANCHOR DESIGN. W TYPICAL _X Z m ANCHOR l (36' MAX) (36" VAX) z 0 0 O �I ` MAX 3. POSITIVE AND NEGATIVE DESIGN PRESSURES �j - 4 � \ t ` I I TYP CALCULATED FOR USE WITH THIS R SYSTEM SHALL BE ? 0 4 I 1 v ! 6" MAX DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN Y 0) z TYP� ACCORDANCE WITH THE GOVERNING CODE. Z z U V a 4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED � 1 v m PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & A REFERENCED IN TEST REPORT •x`0021-1007 -03 BY E TEST LABORATOR f J r' 5A S. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND v c Q I a DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR o & I / SITE CONDITIONS DIFFERENT FROM THE CONDITIONS It S I / ` DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED q `..° 0 ARCHITECT SHALL APPLY FOR ONETIME APPROVAL AND s ^ 4 / , \ PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN g d CONJUNCTION WITH THIS DOCUMENT. q r o z o / m 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE Z x EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. ra LA a w U \ WOOD BUCKS (NOT BY TRACO) SHALL BE ANCHORED 5 ^ Z s ~ v PROPERLY TO TRANSFER LOADS TO THE EXISTING `d ti ` l n 4 � STRUCTURE. � v� c / 7. DOORS PANELS GLAZED WITH 7/16" LAMINATED GLASS o ARE LARGE MISSILE IMPACT APPROVED. NO PROTECTION ,� / REQUIRED FOR ALL INSTALLATIONS. U ¢ — \ ; S. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE 0 PAINTED OR PLATED. xtL A E XTERI E S - MULLION SIDELITE AS SHOWN, o ola, xxo, oxo, xo, ox or XX CONFIG DESIGN PRESSURE _ 04 113 - OOIB USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN +55 PSF i -60 PSF . . ... . . . •.. .. .. • . . % .. . LARGE MISSILE IMPACT RESISTANT "" " • •; • ; ; • ALJ.- G DOOR WITH SI 05 CLUSTER OF (9) ANCHORS FOR 12 SMS PF pj TAPCON (SHOWN) OR CLUSTER OF (7) ANCHORS FOR • i • • • • • • • • i #14 SMS OR 1!4' TAPCON (NOT SHOWN) (REF ANCHOR NOTES, SHEET 3),3' MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP $ Bovo • • • • • i • • :06 o • • • • • iiAmj4wjofR ` =STED S17E .8.- ' K <M p SICEU I L PANL' W OT4 • • • • • • • • SII)LLI I = PANEL VADTH 1 36" MAX) • • • • • • • • • • • - +{ `3G„ MAX) �-- Z p s7 z \ \ Z" 0 Lui w w MAX r Z_ IL iyp NAx Y to 0< Q Lu 'ryI' .. Z . U - � ` U m 7/ 6" LAMIVAIEI] GLASS: ,3 t 3/ HS x 0.090" SOL! T.A o SAFLEX PVE x 3/15" IS ° o .. c ED I s ' ��```` \ • r. V ma r O ADHESIVF /��) 24 d$ �' y c , II I 8rn � DIVc $ g r COMPOUND 1°, 5 w \ ' C I a \\ v Typ xs GLAZING DET (LEAF OR s I D ELTTE) o FULL SCALE Lu 10.5' MAX TYP FOR #12 SMS OR 3/16' TAPCON (NOT SHOWN) AND 14' MAX TYP -• _ - - -- - - ' - - - -• FOR #14 SMS OR 1/4' TAPCON (SHOWN) IL AYp�t1LT>RL�V�� . EXTE RIOR ELEVATION: TUBE - MULLION SIDELIZES DESIGN PRESSURES - 09 0 113 - 0018 AS SHOWN, o o xX, xxo, oxo, xo, ox, xx, o, or x co NFIG a� USE TYP. JAMB FASTENING CONa=IGURATION FOR ALL CASES, AS SHOWN rx�ecae' (N.T.S.) +90 PSF / -90 PSF a L— ,d % .. % .. ! 65�9amc•mxl� P.6 EXISTING STRUCTURE 00 (OPTIONAL 1X OR 2X WOOD • • • • ♦ • • • • • • BUCKNOT SHOWN) : : . . • . • . . . . 5 I • S AfICriUR ROTFS•i 0R 4!J ^HGR � nICT ' WT ^ J �:� °T T vG SEE EXTERIOf3 AVL' INTERIOR�RNISHES, _ ti t.E'.1�.rN I* LOCAT�GNS do BREAK VITALS AND FLASHING SPACING. 8Y OTHERS. - • •• ••• •• d1 y T • • • • • • • U t • : : • ilia ":SHIM !IAiE. EXISTING STRUCILIM ? w a a I ` PERIM. SEAL �\/ 1 • I? 14s Lm i /4" MAX. SHIM 13Y IN.i ALCER --1 (OPM NAIL IX OR 2X Q Z a m Pi 0 F ?'^� �� WOOD BUCK NOT (+) = LL r I � A•_! SCRLW BEADS ''0 I W X Z t � \J BE SCALED BY INSTALLE1 ALL r-CR_rw -4LADS TC BE SCALED 3Y h � Q � Q I „f'. AT HLAD AVTJ Sr! L INSTALL =R TYP. A7 JAMB. I m W o LUShHOI T ACTNATIOV LEVER ON I,V =IMF TOF .j = O `� g / AND 30TTOv A? ACTP& Y c l Z PANE! _ lU _�n�l � II _ I / tS �� 1 � i$ I .a Cie -- 4 4 tMf3D g g ! GLAZING �/ U I P Gd O $ O 12 I_ I r f _a �� rn LJ 8 5 Iii III �. $} O t 5rF AKHOR y ry R a `C O (�; �-� NUT=S � 3 7, � � I • I r �..:,1J aANCHOR 7 "PES � � eu a ? L 1 H }N AND J W ;. :. -�_ I I �r� r 21MLTER SEAL I I FVSEDMEXT. � �c LLJ EXTERIOR L � ! i 'YP. BY OTHERS 21 ; SEE ELEVATION g f �r FOR LOCATIGuS & S ACING. W � FRAME WIDTH 1/4" 27 MASONR" OPENING II II II NO SILL RISER AS TRAGAL DE ? JA DETAIL 8 2 8 REOM WHEN SNAP HALF SCALE V F SCALE 2C MULLION IS USED. � ANCHOR NOTES I 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S _ - -FIELD RECOMMENDATIONS. — APPI IF:I 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER 28 , SEAL WAL FIN ISH._ % =J _ 3. GROUT -FILLED BLOCK (MIN 2000 PSI COMP RS RESSIVE STRENGTH G REATER FOR GROUT) OR , FOR SLL ANCHOR NOTES IFO.R O { ` G (MIN 300D PSi). . . , aNGI +oR YPES AND � I �- — EXISnNG 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. PAO�t e�>s ELIHLD -VEYT. 5Ix ELEYAHQN c STRUCTURE 3. ENSURE MINIMUM OF 2.1/2' EDGE DISTANCE FOR ALL ANCHORS INTO GROUT - FILLED sue_ �yy�+Mr+AI/i� 04-113-0016 FCR I.00AT ONS & SPACING. I — . W t. BLOCK OR CONCRETE, AND MINIMUM OF 1 -1/2" EDGE DISTANCE FOR ALL WOOD ANCHORS. _ P 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: �l�s SECTION OF RE SID EN TIAL DOOR TO 2 WOOD BUCK OR WOOD STRUGTU TO CONC OR GROUT - FILLED BLOCK 412 SMS, 3/16' OR 1/4 TAPCD SN�(TTW OR (DIRECTLY OR THE 1X OR 2u OOD BUCK) 4' _ HALF SCALE FLCO) WITH 1 - 1R' MINIMUM EMBEDMENT. 3/16' OR 1/4' TAPCONS (ITW OR ELCO) Y•OeR•IweC3r" WITH 1 - 1/4 MINIMUM EMBEDMENT TO CONC OR GROUT - FILLED BLOCK. .. .. • . . .. .. . .. . . . ... . . . • • • • • • • • • • • � 6� MARDO, P.E DOSTING 5TRLkTURE • • • • • • • • • 1 / — MMBUCKNOT EXISTING STRUCTURE (COTIONAL IX OR 2X WOOD • • � • si _ o�i i� 3 NOTE: I 6 (OFTIONAL +X OR 2X BS SUCK NOT SHO") L <� w / AND EMEEDUtNT. I EXTERIOR AND INTERICR r N1SI:ES, } SHOWN) f G ALL SCREW HEAR„ TO BE SEALED � �wM 5Ei' GLJi1iATbY • pR go. 6BREAK METALS AND FLAShIN • m � � • • • • g • • • OCllT10N5• &•SPACihG. I OTHERS. BY INSTALLER iYP. AT JAMB. _ I,I • _ ••• � • • • •• • -- `- • • • • • : : `— i- APPLY STRUCTURAL S LICONF T� E MBED — } • • • ••• •• TO SUIH LFGS PRIOR TO ! • n S.�C((B* � I 1C SNAPPING MULLION PARIS � I OTF'ERS) I 1/4 SHIM MAX. X. Y lJ r1 TOCET€iER. - — - - - z� . w y a G I _ V U 1 1 1 S \ BY INSTALLER 25 i — � u! Z p ns 0 0 I 17 28 SEE ANCHOR W W . � mu NOTES FOR Q} O O ? I ` ANCHOR TYPES AND g I IU EMBEDMENT. 1: 4C � � SFF ELEVATION 2 i U LL t I f b OR LOCATIONS Y x I I & SPACING. z f f 0 18 \ 1 20 19 J� ^. j R SI�!M MAX DY IySTr`1�LtR � r i �., f f EXTERIOR BY 11 SFAL� g BY GTHERS 21 •� 114" SHIM MAX 1' �.) �+ FRAME WICTF- FRAME WIDTH — BY INSTALLER `-� ' +-- MASONRY OPI=NING *o o i ( ' SECTION O SN - MULLION SIDELITE 1 j M Li I ff i f HALF SCALE is o STRUCTURE � ( 4 161 I �� 1XOR2X Z ul ll� I , - YM1 BUCK NOT / ALL SCREW !itACS TO 1 3F ;FACED SHOWN) � f i!8 x 211P PH SMS SEE — = BY INSTALLER T`.'P. AT JAMB. L� ! H 13: ELEV. FOR LOCATION ✓ o ! r G _ o ALL SCREW -EARS ! tl rM!?ED 11J / 7C BE SFJILED BY - f INSTALLER TYP. AT � ` J HEAD AND SI I.. 17 S K I NOES FOR o . J I ANOOR TYPES o / - AND I 1 EIv OEDNEN. - "SEE FI F:dAT ;ON li • FOX OVS & SPACING. l l L t 18 20 1 g ................................ SEE ANW.R NOTES Fd - - - EXTERIOR -� PERIMF.ER aEPJ C fmosucr X!ST1NG CM SrUCTUR 21 BEDVENT• SEE E- OVATION \ F BY OTHERS 'A1 FCR LO.ONS & S''ACINC. � La \� ANCHOR YPFS a.N7 I 04- 113 -001B STRU CTURE NG +-- FRAME WIDTH — 2" - FRAME M nQT H v > � SECTION OF SIDELITE � 2X WOOD - - — MASONRY CPENING - q.°. "ALFSCALE AMT 5b SECTI OF TUBE- MULLION SIDELITE $cmx i t] GLAZING iN RT SEAL ALL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND JAMBS AND BOTTOM GLAZING BEAD SHALL BE SEALED WITH SCREE MOREHEAD 5504 SEALANT. RING 4' LANG ALUM. BUTT HINGES WITH .312 DIA X 2 -1/2' ALUM PIN, BRASS SPACER AND NYLON CAPS AT 3 1/2' FROM TOP & BOTTOM AND AT MIDSPAN STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 39 1/2" FROM BOTTOM AT ACTIVE LEAF LOCK STILE CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR HANDLE AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN STANDARD FLUSH BOLTS, MANUALLY OPERATED AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF n x 4 iv DOOR Top COME i III -- 1 2" MAX T P MAX YP i } t- X d z ip Z O n uj Z .. .. . . . .. .. . mt a�m m za Z l!s� LL U 1 0 . ....... .... . ••. •.• . . • ...... GLAZING iN RT SEAL ALL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND JAMBS AND BOTTOM GLAZING BEAD SHALL BE SEALED WITH SCREE MOREHEAD 5504 SEALANT. RING 4' LANG ALUM. BUTT HINGES WITH .312 DIA X 2 -1/2' ALUM PIN, BRASS SPACER AND NYLON CAPS AT 3 1/2' FROM TOP & BOTTOM AND AT MIDSPAN STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 39 1/2" FROM BOTTOM AT ACTIVE LEAF LOCK STILE CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR HANDLE AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN STANDARD FLUSH BOLTS, MANUALLY OPERATED AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF n x 4 iv DOOR Top COME i III -- 1 2" MAX T P MAX YP i } t- X d z ip s 0 O .�i m O gig MQ � �i a O ` ri C) s7 � a ? � g~ AU v c� � ffl a 0 104- 113 -0018 0 T. AMU WlIUM tAMM AT MULLION GLAZING INSERT FASTENER SPACING Z O n uj Z = J Li 12 — wl E<Z 5Z1Z O LL O mt a�m m za Z l!s� LL U 1 0 s 0 O .�i m O gig MQ � �i a O ` ri C) s7 � a ? � g~ AU v c� � ffl a 0 104- 113 -0018 0 T. AMU WlIUM tAMM AT MULLION GLAZING INSERT FASTENER SPACING .. .. . . . .. .. . • • • ••• • • • • ••• fMNKL s P.E. F?�004659• • ,MAJERLA_ QST . . .. • T' - 4.000 - ITEM NO. PART NUMBER QUANTITY • IESC4-1` N• i • • • • MATERIAL MANr. /suPPUER /REMARKS r 0.750 O.C78 L R A. t 1 j E 7 •• •• I G 1 /COO • 6063 -T6 TiFTON OR E01JN. 50 -339 2 /S'DELITE A TRKiM "AJIE H8* SILL • • - �1 2 050 -3 EA = do 89 2/ L DOCR LEAF TOP 30TTOM RAL 6063 -T5 ALUMAX OR EQUIV. I . i l , t I"I ��S 3 050 - 002 1 / SICELr`E SNAP C,WTUEIER • • • • • s • • b063 - 'T5 _ 0.500 2 W A 050 -763 '4/ GLASS LITE GLA71N6 SUS F.•' • • • •• 6063 -T6 TIFCON OR -EQUN. ATRIUM FRAME HEAD /SILL u' W 0 d Z Q ei 5 050 138 T % DOOR THR&g44bL.a i • • • i i i • • • • • 6L -T5 AL LMAX OR EQUIV. 136 Z W LL I 6 050 -292 2 DO ATRIUM FRAME JAMB 606:5 -T5 TIFTON OR EQUIV. 1 � X Z Z 1/ SIDELRE 0.078 � ► -' Z z 7 051 -39� 2/ LEAF l RE EhTIAI DOOR PANEL VEKTICA S71Lt 64G3 -75 TI rTOX OR EQtV. �JI- w� � � g I w b 8 1 0 50-4b!) 1/ LEAF I G AP CL T- 6063 - T5 TIFTON OR ECUI r : 0 n �" 9 _ _ I.500 4.000 z - U i -�� d 0 - 10 H -1006 AS REOC. 1 2' X 4' TUB= MULLI+DN 6063 -T5 TRECO ON EOLtV �v O zi m r; 11 CSO -124 AS REOD. 1" x 1 1/4' X 1 /E ANGLE _UMINU - �- 3.500 -� 12 0 50 -764 AS REOD. GLAZING BEAD r 6063 -TB TIF OR EQUN. DOOR FRAME JAMB 13 012 -00 -401 AS REOD. #10 X 1 /2' FLAT HEAD SCREW - - 4 AS REDD. - 1/8' SHIM PLASTIC - o o 15 - B/ FRAME #10 X 1' DO FRAME AS SEMBLY SCREW - - }- -1.750 � 1.05% �i.625 8 r- - 16 007- 14 -039A AS REOD. DO L,ANDLE - MARQ'J O 7 -�-�--- !, a 'O d a F 1'/ - 4/ LEAF 112' SEL= LOC NU T STEEL - -�(- 0.041 -' f� 0.975 O.J78 C L a 18 - 2/ LEAF 1/ R (2 X PANELS) STEEL - I IJ J� I II y 11 _ �) I II 13 - 4/ LEAF 1/2' FLAT � WA SHER STEEL - r t L 20 - LEAF 1 / 2 REGUL N `` SILL RISER i I / II II I! y Z 2' 051 -181 3/ LEA° HINGES - q.ucic 5.000 I ` 3 g 0.050 �---� 0.580 22 007 -10 -05 2/ LEAF STAN FI USH BOLT 23 - 4 #8 x 1/ S M S _ _ II 1 ID TO f 11.875 it O.C78 L 24 20 -4164 AS REOD. 0 g - BULB ViN V � L_i 0.093 I Fvf .�� I I 0.07$ - 25 - 4 LEAF BLOCK R GUIDE - - � � GLAZING 1 26 050 -10 -765 SILL RISER r UMINU RISER BEAD 27 - 1 / LEAF 1 X .050 ALUM SA.R (BETWEEN VL HnrrALS) LU MINUUI- DOOR STILE n i$ OA7 -10 -0 I AS REOD. FIN SEAL WEATHER -S1 RIPPING - -�_ BOTTOM RAIL r 0./95 0.705 - -1.750 4,030 ---- -{ 0- 530 --� �- 3 950 - 1 - - GAP CLOSURE ("- �} �rr = ].062 6 ^ "�• 1 �- o.cE I 1 1.187 ' �` -0.062 P TY � 1.250 Ilt �- -0.125 Gao s.soo a.•I�tlr. 04113 -0016 JaMSUALE GLAZING - -j � 0.078 SUBFRAME THRESHOLD H -1006 TUBE MULLION 0.50oT ,. DOOR STOP 0 � v t 6 ' I • • • • • • • • • • • • • ••• • • • �• • MIAIVA DARE COUFN FLORIDA M I A M I�DADE ; : .iffiO-DAb$F1.AGLJiR 4TMDING _ 'P�0 6M F�GL STRI�F.t, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, F,Oidl)A'33130 -1563 PRODUCT CONTROL DIVISION (30) 375-2901 FAX (305) 375 -29M NOTICE OF ACCEPTANCE (NOA) ' ' ' • • • • PGT Industries 1070 Technology Drive Nokomis, FI.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 (AHI). This NOA shrill not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "`640'" Outswing Aluminum Casement Window mulled to Fixed Window Non - Impact", sheets 1 APPROVAL DOCUMENT': Drawing No. 7045 -9, titled "Aluminum Casement Window, through 12 of 12, Prerarerl by manufacturer, dated 12/1 ?10?. with revision on 3/11/03. signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an .endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors an d shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P-E- NOA No 02-1219.05 Expiration Date: April 24, 2008 ° Approval Date: April 24, 2003 Page 1 • ... NOTES: NON - IMPACT WINDOWS • • ••• CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS SHEET 1. GLAZING OPTIONS: ' ' • • ' ' 3 x o x NOTES ............. ..............................1 A. 3116" ANNEALED GLASS ' • ' "' ' •• • x o x ' ' " : • x o x GLAZING DETAILS ........................1 B. 31 " EMPERED GLASS UNEQUAL L rES ELEVATIONS ............... .................. 2 -3 C.1 /2" I.G. GLASS (1/8" ANNEALEQ;1 /4 "GPACT,118" ANNNEALED) DESIGN PRESSURE TABLES ...... 4 -8 D. 1/8" ANNEALED (DSB) GLASS '• :'::: • % •, F pl x o FT o 2. CONFIGURATIONS: X, XX, XO, OX; XOX, O : ::•• ..' SECTIONS ........ ..............................9 UNEQUAL L1TES CORNER CONSTRUCTION .......... 10 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND x o x g x EXTRUSION PROFILES ................1 GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1340 -84 OUTSIDE PARTS LIST ...... .... .........................11 MIAMI•DADE COUNTY) UNEQUAL LITES ANCHORAGE........... ....... ...............12 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI- 1/8" ANNEALED (DSB), DADE COUNTY. 3/16" ANNEALED OR D. FOR'X" CONFIGURATIONS SEE SHEET 4. 3116" TEMPERED GLASS E. FOR =" CONFIGURATIONS SEE SHEET 5. .650" NOM. F. FOR 4 "XOX" &"0" CONFIGURATIONS SEE SHEET 6. ,4,3 -- 1 GLASS BITE G. FOR 9 34 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE 40 P ascosplyin"" SHEET 8. rbrift a " ld1 i o o 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS 5 wav p�o� coma FOLLOWS: (ALSO SEE SHTS. 2,3 & 12) HEAD & SILL: MAX. 4" FROM CORNERS as MAX. 4"& 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITE 44 (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY 1/8" OR 3/16" GLAZING DETAIL JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN 1/2" I.G. GLASS NOTE: FOR GLAZING OPTIONS A, C, AND D, #12 SCREWS OR (118 "A,1 /4" SPACE, 1 /8 "A) 3/16" TAPCONS MAY BE USED. FOR GLAZING OPTION B, .650" NOM. #14 SCREWS OR 1/4" TAPCONS ARE REQUIRED TO ACHIEVE THE 4s GLASS BITE DESIGN PRESSURES SHOWN IN THE TABLES. IF USING #12 SCREWS OR 3/16" TAPCONS WITH GLAZING OPTION B, THEN THE ALLOWABLE 41 DESIGN PRESSURES ARE LIMITED TO THOSE GIVEN IN THE RESPECTIVE TABLES FOR GLAZING OPTION C. 5 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS 4s REQUIRED. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF l" THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, 1/2' I.G. GLAZIN DETAIL FTL -3584, FTL -3585, FTL -3586, FTL -3588, FTL -3590 & FTL -3591. Rma sy. Deft. movftbw ate. F.K. 3/11/03 A REVISE ANCHORAGE NOTE 4 NDTES AND GLAZING DETAILS - waa "r: Daft: Rsuieimn: 1070 TECHNOLOGY DRIVE • N WaVIS, FL 34275 T ' r. ALUMINUM CASEMENT WINDOW, NON IMPAC P.O. BOX 1529 Lures A Turner, P.E. sa ylYOart Sew: sA..e Onndnp µ+• FE #SQG1 NOK04413.FL34274 VisibhBetter AMC { �a 7fUr ".r. A • • • • • • • 74" MAX. WIDTH • • ANCHOR 30" MAX. • DAYLIGHT • ' ' LOCATION ANCHOR :. • " • " • " ; ; ' TYP. OPENING 1 112" LOCATION *0 " "' ' TYP. • SEE MID -SPAN CENTERLINE ANCHOR DETAIL 1 1/2" � � ! TYP. (2) 56" MAX. 7 7 " DAYLIGHT 3" 4» AA/U( — — OPENING " X X 63 " III L 4 MAX. 13" MAX. O.C. HEIGHOTC• MID -SPAN ANCHOR DETAIL t SEE MEETING (SEE SHT.1 NOTE 4) MEETING RAIL DETAIL RAIL DETAIL (SEE SHT. 1 NOTE 4) TYP. (2) 4" MAX. SEE MID -SPAN 4" MAX. 141/2" MAX. O.C. TYP. ANCHOR DETAIL TYP (2) ELEVATION "B" - 63" HIGH "XX" v'' °° ` °1° "'�� no punwa " N a m Cud* ANCHOR 134" MAX. WIDTH (SEE SHEET 5 FOR PRESSURES) � 6"4 _Z4LQj nom mig&c� LOCATIONS 30" MAX. 53" MAX. 30" MAX. Mia Dade �aa C AW (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE 4) OPENING OPENING OPENING SEE MID -SPAN ANCHOR DETAIL TYP. (2) 56" MAX. DAYLIGHT OPENING 13" MAX. O.C. f 63" MAX. X O X HEIGHT J 10 4" MAX. 4" MAX. �-- 13" MAX. O.C. �-- / --- —14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37" MAX. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) pww w- own. R"blo w o• F.K Y11/03 A EWSEANCHOWE "" at "XOX" ELEVATIONS RarmlBy: am: ft. 1070 rECHNOtOGY o�vE �, - 1z. �- NCKOMtS, F7.34113 P.O. BOX 1519 ALUMINUM CASEMENT WINDOW, NON - IMPACT Lucas ,»�, QE. s.,r.at e.r sue.: sr..c w•• "• Rw PE #58201 AWWntuc Fr U 274 Visibly Rettes .,.tee. n ,., �nwa_o � ..-._ -. • ... • • • • •: • 37" MAX. WID 32" MAX. WIDTH 64" MAX. WIDTH 25" MAX. 30" MAX. 53" MAX. DAYLIGHT •' • DAYLIGHT DAYLIGH T, OPENING OPENING :.. •. • OPENING SEE MID -SPAN SEE •; lap -A1V ANCHOR MID -SPAN • . •' � CKQR' , 56" MAX. DETAIL ANCHOR DETAIL DAYLIGHT DETAIL 5V " MAX, SHT. 2 OPENING SHT. 2 65" MAX. SHT. 2 DAYLIGHT TYP. (4) TYP (2) DAYLIGHT TYP. (2) OPENING OPENING 63" MAX. 13" HEIGHT 72" MAX. 13" HEIGHT MAX. p 13" HEIGHT MAX. X O.C. MAX. X O.C. j O.C. 4' MAX. 4" MA O.C. ��- -13" MAX. O.C. 4" MAX. 4" MAX. --•.1 I---- / 4 " �. MA 14 1/2" ELEVATION "D" - 63" HIGH "X" ELEVATION "E" -63" HIGH "O" 4 " MAX. 4 ~ MAX. O.C. SEE SHEET 6 FOR PRESSURES ELEVATION "C" -72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) ( ) p4 - D (SEE SHEET 4 FOR PRESSURES) 97" MAX. WIDTH MiamiDW* 30 " MAX. my NOTE: 72 HEIGHT DAYLIGHT 53 " MAX. AVAILABLE WITH OPENING DAYLIGHT OPENING SINGLE VENT CONFIGURATION ONLY SEE SEE MID-SPAN MID -SPAN ANCHOR DETAIL ANCHOR SHT. 2 TYP. (2) DETAIL 56" MAX. SHT.2 DAYLIGHT TYP. (2) OPENING X O 13" 63" MAX. SEE MEETING MAX HEIGHT RAIL CETAIL SHT. 2 O.C. � TYP. (2) 4" MAX. 14 1/2" MAX. O.C. VENT 4" MAX ' HEAD & SILL ONLY 37" MAX. VENT 60" MAX. FIXED 3 - 3 ELEVATION "F" - 63" HIGH "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) Rnsd . DAN: F.K 9H 1103 A REVISE ANCHORAGE "X" "O" WO" & "OX" ELEVATIONS M r. ►laved ar.: 1070 TECHNOLOGY DRIVE P - U .-- -�- Mw , NOKOM/S, FL 34275 ALUMINUM CASEMENT WINDOW, NON- IMPA_C P.O. BOX 1528 /� Lucas A. Tumor, P.E. NOKOWIS. FL 34274 Visibly Be t ter TL+ s ,r !7 704.5 9 f t 1 #58 21 01 COMPARATIVE ANALYSIS TABL 1. . .... . X WINDO TEST REPORTS: FTL- 3579, FTL -3581, FTL -3585, FTL -3 586, FTL -3590, FTL -3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 112" I.G. (1/8" ANNEALED, 174' SPACE, 1/8" ANNEAL ) . •. .• HEIG T as. 26.000 31.000 3 . 38.375 • •4 00 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.000 WIDTH NEG POS NEG POS NEG POS E6 OS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -120.0176.7 -120.0 76.7 -120.0176.7 -119.5 76.7 -112.0 76.7 -97.5 76.7 -91.3 76.7 -84.3 76.7 -79.0 76.7 -74.3 74.3 -70.1 70.1 -66.4 66.4 -63.1 63.1 -60.0 60.0 19.125 B -210.0176.7 -210.0 76.7 -210. '7 -t0. 76;7 49.0 76.7 -210.0 76.7 -205.4 76.7 -189.8 76.7 -177.8 76.7-167.2 76.7-157.8 76.7 -149A 76.7 -141.9 76.7 -135.1 76.7 C -135.0 76.7 -135.0 76.7 -135.0 76:7 44. 6•l -123.0 76.7 -112.0 76.7 -104.8 76.7 -96.9 76.7 -90.7 76.7 -85.3 76.7 -80.6 76.7 -66A 66.4: -63.1 63.1 -60.0 60.0 MENUMN A -95.1 76.7 -95.1 76.7 -95.1 76.7 - 5. 76.1 -88.5 76.7 -76.2 76.2 -71.1 71.1 •71.1 71.1 - 66.4 66.4 -62.2 62.2 -58.6 58.6 -55.3 55.3 -52.4 52.4 -49.8149.8 24.000 B -210.0 76.7 -210.0 76.7 -210.0176.7 -210.0 76.7-199.2 76.7-171.5 76.7-160.0 76.7-160.0 76.7-149.3 76.7-140.0 76.7-131.8 76.7-124.4 76.7 -117.9 76.7 -112.0176.7 C -118.8 76.7 -118.8 76.7 -109.11 -100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 - 64.6 64.6 -61.1 61.1 . -58.8 58.8 -55.3 55.3 -52.4 52.4 -49.8 49.8 A -78.0176.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -78.0 76.7 -71.5 71.4 -66.5 66.4 -61.0 60.9 - 58.3 58.3 -57.9 57.9 - 54.4 54.4 -51.3 51.3 -48.5,48.5 -46.0 46.0 26.500 B -175.5 76.7 -175.5176.7 -175.5 76.7 -175.5 76.7-175.5 76.71-160.9 76.7-149.6 76.71-137.2 76.7-131.2 76.71-130.2 76.7-122.3 76.7 -115.4176.7 -109.2176.7 -103.6 76.7 C -97.5176.7 -97.5 76.7 -97.5 76.7 -94.4 76.7 -82.5 76.7 -71.1 71.1 -66.6 66.6 -60.9 60.9 -55.5 55.5 -51.5 51.5 -49.6 49.6 -47.5147.5 -45.7 45.7 - 44.5 44.5 A -61.9161.9 -60.8 60.8 -60.8160.8 -60.8 60.8 -60.8 60.8 - 60.8 60.8 -fi0.8 60.8 -55.6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 -45.5 45.5 - 44.2 44.2 -41.9 41.9 30.000 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -126.7 76.7 -117.6 76.7 -109.8 76.7 -102.9 76.7 -102.4 76.7 -99.6 76.7 -94.3 73.4 C -77.4 76.7 -76.1176.1 -76.1176.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 -63.0 63.0 - 57.2 57.2 -52.5 52.5 -48.3 48.3 -4r.5 45.5 -42.4 42.4 -40.2 40.2 -38.3 38.3 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 -46:7 46.7 -43.8 43.8 -40.0 40.0 -40.0 40.0 -39.0 39.0 32.000 B -124.7176.7 -120.4 76.7 -120.3 76.7 -120.3 76.71-120.3 76.7-120.3 76.71-120.3 76.71-120.3 76.7,-112.9 76.71-105.2 76.7 -96.5 76.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -69.3169.3 -66.9 66.9 -66:8 66.8 -66.8 66.8 -66.8 66.8 -65.6 65.6 -61.6 61.6 - 56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 -40.0140.0 -39.3 39.3 -36.2 36.2 A -50.1150.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 34.000 B -112.8176.7 -107.4176.7 -106.6 76.7-106.6 76.7-106.6 76.71-106.6 76.7-106.6 76.7-106.6 76.7-106.6 76.7-101.4 76.7 -94.7 73.7 gyp ,. cospWaa was the C -62.7162.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 -46.2 46.2 a ti 0� A -45.8145.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 rioAM • . 36.000 B -103.0176.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1wey "d COOS C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 A -43.9143.91 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -39.2 39.2 37.000 B -98.7176.71 -92.4171.91 -90.1170.11 -90.0170.0 -90.0 70.0 -90.0170.01 -90.0170.01 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -54.8154.81 -51.4151.41 -50.0150.01 -50.0150.0 -50.0 -50.0150.01 -50.0150.01 -50.0150.01 -50.0 50.0 -48.1 48.1 -45.2145.2 COMPARATIVE ANALYSI TABLE 2. "X" WINDOWS TES REPORT: FTL -3588 GLAZING OPTION: D. 1/8" ANNEALED HEIGHT "X" 26.000 31.000 36.000 38.375 43.000 48.000 50. 25 54.000 57.000 60.000 63.00.0 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 D -57.6 57.6 -57.6 57.6 -57.6 57.6 -57.6 57.6 -57.6 57.6 -53.8 53.8 -50.4 50.4 -46:5 46.5 -43.6 43.6 -41.0 41.0 - 38.7 38.7 21.500 D -45.6 45.6 -45.645.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 : -45.6 45.6 -45.6 45.6 -42.5 42.5 -39.8 39.8 -37.4 37.4 -35.2 35.2 24.000 D - 36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6136.61 -36.6 36.6 -35.9135.91 -33.9 33.9 -32.3 3 2. 3 26.500 D -30.0130.01 -30.0130.01 -30.0 30.0 -30.0130.01 -30.0130.01 -30.0 30.0 -30.0130.01 -30-0130.01 -30.0130.0 -287128.7 -27.5 27.5 X PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. PAvodft 090: a F.K. 3n 1103 a ADDED NOTE PRESSURES- X CONFIG. WINDOWS MKOMIS, fL 34275 y. �• ALUMINUM CASEMENT WINDOW, NON-IMPAC P.O. BM 1528 Lucas A Turner, P.E. PE #58201 +urvtnw.c Fl M274 Vieibly Better 8 tl 0 ;T, s "'; . n '7AAC 12 A • ... COMP ARATIVE ANALYSIS TABLE 3. ••• • :: :.:RUC" WIN DOWS TEST REPORTS: FTL -3579, FTL -3590 FTL35 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) • • ... . •.. •. •, ... HEIGHT "XX" 26.000 31.000 ' 38!375. -'1! 48.000 1 50.625 1 54.000 57.000 60.000 63.000 WIDTH NEG POS NEG POS 7 NEG POS NE PO 'NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS X X A -120.0 76.7-120.0 76. -12 0-0 7&7104.0 76.7 -105.5 76.7 -91.9 76.7 -86.0 76.7 -79.6 76.7 -74.6174.6 -70.1 70.1 -66.2 66.2 37.000 B -210.0 76.7-210.0 76.7 -210 b ?6.'I -210.0 76.7 -206.7 76.7 -193.6 76.7 -179.0 76.7 -167.7 76.7 -157.8 76,7-149.0 76.7 C -135.0 76.7-135.0 76.7 -135'0 • . '135b 76.7 L131.9 76.7-114.8 76.7-107.6 76.7 -99.4 76.7 -93.2 76.7 -87.7 76.7 -82.8 76.7 A -118.5 76.7-118.5 76.7 -118.5 76.7 -110.9 76.7 -95.0 76.7 -82.2 76.7 -76.8 76.7 -70.8 70.8 - 66.2 66.2 -62.2 62.2 - 58.6 58.6 43.000 B -210.0 76.7-210.0 76.7 -210.0 76.7 -210.0 76.7-210.0 76.7 76.7-172.8 76.7 -159A 76.7-149.0 76.7-139.9 76.7-131.9 76.7 C -135.0 - 135.0 76.7-119.3 76.7 -110.4 76.7 -97.5 76.7 -88.7 76.7 -85.9 76.7 -84.0 76.7 -82.4 76.7 -77.7 76.7 -73.3 73.3 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.2 -71.0 71.0 -65.3 65.3 -61.0 61.0 -57.2 57.2 -53.8 53.8 48.000 B -210.0 76.7-210.0 76.7-210.0 76.7-210.0 76.7-199.2 76.7-171.5 76.7-159.9 76.7 -147.0 76.7 -137.2 76.7-128.6 76.7-121.1 76.7 C -118.8 76.7-118.8 76.7-109.1 76.7-100.0 76.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6167.6 - 64.6 64.6 -61.1 61.1 -58.8 58.8 A -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -71.4 71.4 -66.4 66.4 - 60.9 60.9 - 56.7 56.7 - 53.1 53.1 -49.9 49.9 53.125 B -174.7 76.7 -174.8 76.7-174.6 76.71-174.6 76.7-174.6 76.7-160.7 76.7-149.4 76.7 -137.0 76.7-127.6 76.7-119.4 7&7 -112.2 76.7 C -97.1 76.7 -97.0 76.7 -97.0 76.7 -94.3 76.7 -82.4 76.7 -71.0 71.0 -66.4 66.4 - 60.8 60.8 -55.4 55.4 -51.5 51.5 -49.4 49.4 A -67.9 67.9 -67.4 67.4 -67.4 67 A -67.4 67.4 -67.4 67.4 -67.4 67 A -63.5 63.5 -58.1 58.1 -54.1 54.1 -50.5 50.5 -47.4 47A 57.000 B -152.9 76.7-161.7 76.71-151.7 76.7-151.7 76.7-151.7 76.7-151.7 76.7-142.9 76.7-130.8 76.7-121.6 76.7-113.6 76.7-106.7 76.7 C -84.9 76.7 -84.3 76.7 -84.3 76.7 -84.3 76.7 -80.5 76.7 -69.0 69.0 -64.3 64.3 -58.6 58.6 -53.7 53.7 -49.5 49.5 -45.8 45.8 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -55.6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 60.000 B -139.4 76.7-136.9 76.7 -136.9 76.7-136.9 76.7-136.9 76.7-136.9 76.7-136.9 76.7-126.7 76.7-117.6 76.7-109.8 76.7 -102.9 76.7 Rome C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 -48.3 48.3 -45.5 45.5 0e t� A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 -46.7 46.7 -43.8 43.8 M, .m peckPM'o Coatr a 64.000 B -124.7 76.7-120.4 76.7-120.3 76.7-120.3 76.7-120.3 76.7 -120.3 76.7-120.3 76.7-120.3 76.7-112.9 76.7-105.2 76.7 -98.5 76.6 DIM C -69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 - 66.8 66.8 -65.6 65.6 -61.6 61.6 -56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 `�` A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 68.000 B -112.8 76.7 -107.4 76.7-106.6 76.7-106.6 76.7-106.6 76.7-106.6 76.7-106.6 76.7-106.6 76.7-106.6 76.7 -101 A 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 -46.2 46.2 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3142.31 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 72.000 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1 on C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 A -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -39.2 39.2 74.000 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0170.01 -90.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C - 54.8 54.8 -51.4 51.4 -50.0 50.0 -50.0 50.0 -50.0 50.01 -50.0150-01 -50-0150.0 -50.0150.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. PAV54 or. Dab; Roww": F.K. 311 1103 A ADDED NOTE PRESSURES- XX CONFIG. WINDOWS r• 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 rift, r mow ALUMINUM CASEMENT WINDOW, NON- IMPACT P.O. BOX 1528 Lucas A Tumm. P.E. _ NAKOMIS. FL 34274 Visibly Better ° N ` PE #58201 �- urn �� 7M9_0 A a....t.on..•ai • ... COMPARATIVE ANA LYSIS TABLE 4. •6 I -9ZI/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -358 FTL -357 FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3116" TEMPERED C. 1/2" I.G. (118" ANNEALED, 1/4" SPACE, 1/S" ANNEALED ... •. 0'. ... HEIGHT �. "0" "XOX" 26.000 1 31.0 • • 36.GW :: - 3 4.477 5 w 43.000 48.000 50.625 54.000 57.000 60.E 63.000 4 2 4 WIDTH WIDTH NEG POS NEG POSINEGIVOSINEa POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -90.3 76.7 -85.0 76.7 . - 11 -70.7 70.7 - 63.2 63.2 - 55.6 55.6 -52.1 52.1 -48.4 48.4 -45.3 45.3 -42.1 42.1 -39.7 39.7 X O X 36.000 72.000 B -210.0 76.7 -210.0 76. -21� �6? ?;11 6.7 -210.0 76.7 -183.2 76.7 -169.7 76.7 -155.0 76.7 -143.9 76.7 -134.3 76.7 -125.9 76.7 C -90.3 76.7 -85.0 76.d• -$3. 16• 9.3 16.7 -69.3 69.3 -61.1 61.1 - 56.6 56.6 -51.7 51.7 -48.0 48.0 - 44.8 44.8 -42.0 42.0 A -86.5 76.7 -81.0 76.7 -73.8 73.8 -69.3 69.3 -61.8 61.8 - 54.5 54.5 -51.0151.0 -47.5147.5 -44.4144.4 -41.6 41.6 -39.2 39.2 O 37.000 74.000 B - 210.0 -210.0 76.7 2 -210.0 76.7 -210.0 76.7 -210.0 76.7 -180.5 76.7 -167.0 76.7 -152.4 76.7 -141.4 76.7 -131.9 76.7 -123.6 76.7 -- C -86.5 76.7 -81.0 76.7 -78.9 76.7 -77.8 76.7 - 68.7 68.7 - 60.2 60.2 -55.7 55.7 - 50.8 50.8 -47.1 47.1 - 44.0 44.0 -41.2 41. A -78.4 76.7 -72.6 72.6 -68.8 68.8 -66.0 66.0 -58.9 58.9 -51.9 51.9 -49.2 49.2 -45.5 45.5 -42.8 42.8 - 40.3 40.3 -37.8 37.8 39.500 79.000 B -210.0 76.71-210.0 76.7-209.3 76.7-207.8 76.7 -207.5 76.7 -174.6176.7 -161.2 76.7-146.7 76.7 -135.9 76.7-126.5 76.71-118.4 76.7 C -78.4 76.7 -72.6 72.6 -69.8 69.8 -69.3 69.3 - 66.5 66.5 -58.2158.2 - 53.7 53.7 -48.9 48.9 -45.3 45.3 -42.2 42.2 -39.5 39.5 A -71.6 71.6 - 65.7 65.7 -62.5 62.5 -61.7 61.7 - 56.1 56.1 - 50.2 50.2 -47.3 47.3 - 44.2 44.2 -41.5 41. - 39.1 39.1 -37.3 37.3 42.000 84-000 B -210.0 76.7-197.2 76.7-187.5 76.71-185.1 76.7 -183.7 76.7-169.9 76.7-156.4 76.7-141.9 76.7 -131.2 76.7 -121.9 76.7-113.9 76.7 C -71.6 71.6 -65.7 65.7 -62.5 62.5 -61.7 61.7 -61.2 61.2 - 55.7 55.7 -52.1 52.1 -47.3147.3 -43.7 43.7 -40.6 40.6 - 38.0 38.0 A - 64.9 64.9 -59.0 59.0 -55.6 55.6 - 54.5 54.5 -52.8 52.8 -48.1 48.1 -45.6 46.6 -42.4 42.4 -40.1 40.1 -38.2 38.2 - 36.4 36.4 45.000 90.000 B -194.7176.7 -177.1 76.7-166.7 76.7-163.5 76.7 -160.3 76.7 -160.0 76.7 -151.7 76.7 -137.2 76.7 -126.4 76.7 -117.2 76.7 -109.3 76.7 C - 64.9 64.9 -59.0 59.0 - 55.6 55.6 - 54.5 54.5 -53.4 53.4 -52.9 52.9 -50.5 50.5 -45.7 45.7 -42.1 42.1 -39.1 39.1 - 36.4 36.4 A -59.3 59.3 -53.6 53.6 50.0 -48.8 48.8 -47.4 47.4 -46.4 46.4 -43.8 43.8 -41.1 41.1 -38.9 38.9 - 36.9 36.9 - 35.1 35.1 48.000 96.000 B -178.0 76.7-160.8 76.7-150.0 76.7-146.5 76.7 -142.2 76.71 76.7 -140.6176.7 -133.3 76.7-122.5 76.7-113.3 76.7-105.4 76.7 App �„ e d as eompiylagwMb tie C -59.3 59.3 - 53.6 53.6 - 50.0 50.0 -48.8 48.8 -47.4 47.4 -46.9 46.9 -46.9146.9 - 44.4 44.4 -40.8 40.8 -37.8 37.8 - 35.1 35.1 • � ai'� p a A -55.4 55.4 -49.8 49.8 -46.2 46.2 - 44.9 44.9 -43.3 43.3 -42.5 42.5 -42.3 42.3 -39.9 39.9 -37.7 37.7 -35.9 35.9 - 34.0 34.0 io 50.500 101.000 B -166.2 76.7-149.3 76.7-138.5 76.7 -134.8 76.7 76.7 -127.4 76.7 -127.0176.7 -127.0 76.7-119.8 76.7-110.6 76.7-102.7 76.7 Mimi Dsde Pro�e1 CoNn1 C -55.4 55.4 -49.8 49.8 -46.2 46.2 - 44.9 44.9 -43.3 43.3 -42.5 42.5 -42.3 42.3 -42.3 42.3 -39.9 39.9 -36.9 36.9 - 34.2 34.2 sx A -51.7 51.7 -46.2 46.2 -42.6 42.6 -41.4141.4 -39.6 39.6 -38.5 38.5 - 38.3 38.3 -38.2 38.2 -36.6 36.6 - 34.7 34.7 -32.8 53.125 106.375 B -155.0 76.7-138.7 76.7-127.9 76.7 -124.2 76.7 -118.9 76.7-115.6 76.7 -114.8 76.7 -114.5 76.7-114.5 76.7-108.1 76.7 -100.2 76.7 C -51.7 51.7 - 46.2 46.2 -42.6142.6 -41.4 41.4 -39.6 39.6 -38.5 38.5 -38.3 38.3 -38.2 38.2 -37.9 37.9 -35.8 35.8 -33.4 33.4 A -50.7 50.7 -45.2 45.2 -41.7 41.7 -40.4 40.4 -38.6 38.6 -37.5 37.5 -37.2 37.2 -37.0 37.0 - 36.2 36.2 - 34.3 34.3 -32.5 32.5 54.000 108.000 B -152.0 76.71-135.7 76.7 -125.0 76.7 -121.3 76.7 -115.9 76.7-112.5 76.7 -111.5 76.7 -111.1 76.7 -111.1 76.7-107.5 76.7 -99.5 76.7 C - 50.7 50.7 -45.2 45.2 -41.7 41.7 -40.4 40.4 - 38.6 38.6 -37.5 37.5 -37.2 37.2 -37.0 37.0 -37.0 37.0 - 35.3 35.3 - 33.2 33.2 A -48.9 48.9 -43.5 43.5 -40.040.0 -38 38.8 - 36.9 36.9 -35.7 35.7 -35.3'35.3 -35.11,35.1 - 35.1 35.1 -33.6 33.6 -32.0 55.500 111 B -146.6 76.7-130.6 76.71-120.0 76.7 -1 3 -110.8 76.7-107.1 76.7 -106.0 76.71-105.3 76.7 -105.2 76.7-105.2 76.7 -98.3 76.5 C -48.9 48.9 -43.5 43.5 -40.0 40.0 38.9 - 3 - n -36.9 36.9 -35.7 35.7 -35.3 35.3 -35.1135.1 -35.1 35.1 - 34.4 34.4 -32.8 32.8 A -47.2 47.2 -42.0 42.0 -38.5 38.5 -37.2 37.2 - 35.4 35.4 - 34.1 34.1 -33.7 33.7 -33.3 33.3 -33.2 33.2 -33.0 33.0 -31.4 31.4 57.000 114.000 B -141.6 76.7-125.9 76.7-115.4 76.7 -111.6 76.7 -106A 76.7-102.3 76.7 -101.0 76.7 -100.0 76.7 -99.7176.7 -99.7176.7 -97.3 75.6 C -47.2 47.2 -42.0 42.0 - 38.5 38.5 -37.2 37.2 -35.4135.4 -34.1 -33.7 -33.3 33.3 -33.2 33.2 -33.2133.2 -31.9 31.9 A -45.6 45.6 -40.5 40.5 -37.0 37.0 -35.8 35.8 -33.9 33.9 -32.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -30.8 30.8 58.500 117.000 B -136.9 76.7-121.5 76.7-111.1 76.7 -107.4 76.7 -101.8 76.7 -97.8 76.1 -96.4 75.0 -95.2174.1 -94.7 73.7 -94.7 73.6 -94.7 73.6 C 1 45.6 45.6 40.5 40.5 -37.0 37.0 -35.8135.8' -33.9 33.9 -32.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -31.0 31.0 A - 44.2 44.2 -39.1 39.1 -35.7 35.7 -34.5134.51 32.6 -31.3 -30.8130.8 - 30.3 30.3 - 30.1 30.1 -30.0 30.0 -30.0 30.0 6Q.00D 120.000 B -132.6 76.7 -117.4 76.7 -107.1 76.7 -103.4 76.7 -97.9 76.1 -93.8 72.9 -92.3 71.8 -90.9 70.7 -90.2 70.2 -90.0 70.01 -90.0 70.0 C - 44.2 44.2 -39.1 39.1 -35.7 33.7 -34.5 34.5 -32.6 32.6 -31.3 31.3 -30.8 30.8 -30.3 30.3 -30.1 30.1 -30.0 30.0 -30.0 30.0 �- PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. f ftwd 00W Rvv%bw F.x yl l/w A ADDED NOTE PRESSURES- 0 5 1/41/Z -1/4 XOX CONFIG. WINDOWS 107V ��YDR,>� P T NOKOMfS, f! 34778 tie.: ALUMINUM CASEMENT WINDOW, NON -IMPAC Aa Box 1879 Lucas A. Tumor, P.E. AMOUl . FL 34274 visibl& Better _ �rc ��4 a Ao#58201 ••••i a • • % •� •�• COMPARATIVE ANALYSIS TABLE 5. •' O' r. X. A. 1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579 FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3116" TEMPERED C. 1 " I.G. (1/8" ANNEAL D, 1/4" SPACE, 1/8" ANN LED) • .. . •.. •• . ... HEIGH "X0 "X0X" 26.000 1 31.01110: ' 36 37.9 43.000 48.000 50.625 1 54.000 1 57.000 1 60.000 1 63.000 3 3 3 WIDTH WIDTH NEG I POS NEG POS - REa 4 POS NESF POS NEG POS NEG POS NEG POS NEG POS NEG POSI NEG POS NEG POS A -120.0 76.7-120.0 76.7 -109.9 76.7 - 1.01.0 76.7 -87.1 76.7 -75.9175.9 -71.1171.1 -65.7 65.7 -61.6 61. -57.9 57.9 - 54.7 54.7 X O X 37.000 55.500 B -210.0 76.7 -210.0 76.7 -2'�. •7 .`i ZM 76.7 -210.0 76.7 -210.0 76.7 -210.0176.7 -197.1 76.7-184.7 76.7 -173.8 76.7 -164.1 76.7 C -120.0 76.7-120.0 76 -�i b 7 6'Z - '101.0.76.7 -87.1 76.7 -75.9 75.9 -71.1171.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 A -71.3 71.3 -71.3 71.3 -71.3 71.3 - 1. 71.3 -71.3171.3 -63.0 63.0 - 58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 - 44.4 44.4 X 48.000 72.000 B -210.0 76.7-210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0176.7 -188.9 76.7-176.0 76.7-161.9 76.7-151.1 76.7 -141.7 76.7-133.3 76.7 - - C -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3171.3 x63.0 63.0 - 58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 - 44.4 44.4 A -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67. -61.8 61.8 -57.6 57.6 -52.9 -49.4 49.4 - 46.3 46.3 -43.573.5 49.333 74.000 B -202.5 76.71-202.5 76.7 -202.5 76.7 -202.5 76.7-202.5 76.7-185.5 76.7-172.8 76.7 -158.8 76.7 -148.1 76.7-138.8 76.7 -130.6 76.7 C -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8161.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 - 46.3 46.3 -43.5 43.5 A -58.2 58.2 -58.2 58.2 - 58.2 58.2 -58.2 58.2 -58.2 58.2 - 58.2 58.2 - 54.8 54.8 - 50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 41.2 O X 53.125 79.688 B -174.7 76.7-174.6 76.7-174.6 76.7 -174.6176.7 -174.6 76.7-174.6 76.7-164.6 76.7 -150.9176.7 -140.5 76.7-131.5 76.7 -123.6 76.7 C -58.2 58.2 - 58.2 58.2 -58.2 58.2 - 58.2 58.2 -58.2 58.2 -58.2 58.2 - 54.8 54.8 -50.3 50.3 -46.8 46.8 -43.8 43.8 -41.2 41.2 A -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6139.6 56.000 84.000 B -158.0 76.7 52.7 -157.2 76.7-157.2 76.7-157.2 76.7-157.2 76.7 -157.2176.7 -157.2176.7 -145.7 76.7-135.5 76.7-126.7 76.7-118.9 76.7 C -52.7 - 52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4152.4 -52.4 52.4 -52.4 52.4 -48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 39.6 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6145.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 45.6 45.6 -43.2 43.2 - 40.3 40.3 37.8 60.000 90.000 B -139.4 76.7 136. -136.9 76.7 -9 76.7 -136.9 76.7 -136.9 76.7-136.9 76.7-136.9 76.7-136.9 76.7-129.5 76.7-120.9 76.7 -113.3 76.7 C -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8 37.8 APPMI-w o" c "F " W" Florid,, 8 dta A -41.6 41.6 -40.1 40.1 -40.1140.1 -40.1 40.1 -40.1 40.1 -40.1140.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 - 38.6 38.6 - 36.2 36.2 Z o 64.000 96.000 B -124.7 76.7-120.4 76.7-120.3 76.7-120.3 76.7 -120.3176.7 -120.3 76.7 -120.3 76.71-120.3 76.7-120.3 76.71-115.9 76.7-108.5 76.7 noA# - C -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1140.1 -40.1140.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -38.6 38.6 - 36.2 36.2 Mimi Dade P1roAact Co1�ra1 A -38.2 38.2 -36.5 36.5 -36.2 36.2 - 36.2 36.2 -36.2136.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 - 36.2 36.2 -35.0135.0 67.333 101.000 B -114.6 76.7-109.4 76.7-108.7 76.7-108.7 76.7-108.7 76.7-108.7 76.7-108.7 76.7-108.7 76.7-108.7 76.7-108.7 76.7-105.0 76.7 C -38.2 38.2 - 36.5 36.5 - 36.2 36.2 - 36.2 36.2 -36.2 36.2 - 36.2 36.2 -36.2136.2 -36.2'36.2 - 36.2 36.2 - 36.2 36.2 - 35.0 35.0 A -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7'32.7 -32.7 32.7 70.917 106.375 B -105.5 76.7 -99.6 76.7 -98.0 76.2 -98.0176.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 C -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 Div A - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 72.000 108.000 B -103.0 76.7 -96.9 75.4 -95.1173.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 C 1 - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 A -32.9 32.9 -30.8 30.8 -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 -30.0 30.0 74.000 111.000 B -98.7 76.7 -92.4171.9 -90.1 70.1 -90.0 70.0 - 90:0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -32.9 32.9 -30.8 30.8 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 -30.0130.01 -30.0130.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. R.vw ar. Dom. auwpbn. F.K. 3111103 A ADDED NOTE PRESSURES -XO, OX, & 1/3- 1/3- 113XOX WINDOW >r vow. movubw 1070 TECHNOLOGY DRIVE Z NOKOMIS, FL 342 "".1 P.O. BOX 1529 r: R• ALUMINUM CASEMENT WINDOW, NON-IMPAC Lucas A. Tamer. P.E. NOXOAGS, FL 34274 Visibly Better sorsawos.i a w : d 49 � 7!)d�.4 . twoa 201 • 9 :0 fA COMPARATIVE ANALYSIS TABLE 6. "X 611't) •" X` UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579 FTL3684 GLAZING OPTIO S: A. 3/16" ANN D B. 3/16" TEMPERED C. 112" I.G. (1/8" ANNEALED, 114" SPACE, 1/8" ANNEALED) • ; . • .... HEIGH X O X "XOX" VENT FIXED 26.000 '. : ,V.0 •38325: 43.000 48.000 50.625 54.000 57.000 60.000 63.000 _ WIDTH WIDTH WIDTH NEG POS NEG POSINEG NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -112.3 76.7 • -87.1 M69.7 -8 4 76.7 -71.5 71.5 -62.4 62.4 - 58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 UNEQUAL LITES 69.264 19.125 31.014 B -210.0 76.7 -Z1kTV 4" 0 '16.7 -210.0 76.7 -187.3 76.7 -174.1 76.7 -159.7 76.7 -148.8 76.7 -139.2 76.7 -130.8 76.7 C -112.3 76. • -94. :-�63 76.7 -72.9 72.9 -62.4 62.4 -58.0 58.0 - 53.2 53.2 -49.6 49.6 - 46.4 46.4 -43.6 43.6 A -71.3 71. -69.7 -66.9 66.9 -59.6 59.6 -52.3 52.3 -49.6 49.6 - 45.9 45.9 -42.8 42.8 -39.9 39.9 -37.3 37.3 X O 86.919 24.000 38.919 B -210.0 76.7 -210.0 -210.0 76.7 -196.6 76.7-165.3 76.7 -152.5 76.7-138.8 76.7 A28.516.7 -119.6 76.7-111.8 76.7 -' C 1 71.3 71. -71.3 71.3 -71.3 71.3 -65.5 65.5 -55.1 55.1 - 50.8 50.8 -46.3 46.3 -42.8 42.8 -39.9 39.9 -37.3 37.3 A -58.5 58.5 -58.5 58.5 -58.5 58.5 - 54.9 54.9 -49.5 49.5 -46.7 46.7 -43.6 43.6 -40.5 40. -37.6137.6 -35.1 35.1 UNEQUAL LITES 95.973 26 500 42.973 B -175.5 76.71-175.6 76.7-175.5 76.7 -175.5 76.7 -158.4 76.7-145.5 76.7-131.8 76.7-121.5 76.7 -112.8 76.7-105.2 76.7 C -58.5 58.5 -58.5 58.5 -58.5 58.5 - 58.5 -52.8 52.8 -48.5148.5 -43.9 43.9 -40.5 40.5 -37.6 37.6 -35.1 35.1 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.4 43.4 -40.8 40.8 -38.2 38.2 -35.3 35.3 -32.8 32.8 O X 108.649 30 000 48.649 B -139.4 76.7 -136.9 76.7 -136.9 76.71-136.9 76.7-136.9 76.7-136.9 76.7-124.9 76.7-114.5 76.7-105.8 76.7 -98.3 76.4 -- C - 46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -41.6141.6 -38.2 38.2 - 35.3 35.3 -32.8 32.8 A -41.6 41. -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -39.2139.2 -37.1 37.1 - 34.3 34.3 -31.7 31.7 UNEQUAL UTES 115.892 32.000 51.892 B -124.7 76.7-120.3 76.7-120.3 76.7-120.3 76.7-120.3 76.71-120.3 76.7 -120.3 76.7 A11.6 76.7-102.8 76.7 -95.2 74.1 C -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -37.2 37.2 -34.3 34.3 -31.7 31.7 A -38.2 38.2 -36.2 36.2 - 36.2 36.2 - 36.2 36.2 - 36.2 36.2 - 36.2 36.2 -36.2 36.2 - 36.0 36.0 -33.6 33.6 -31.0 31.0 Approved as com�g WO tie 122.000 33.687 54.627 B -114.6 76.7-108.6 76.7-108.6 76.7 - 108.6 76.7-108.6 76.7-108.6 76.7-108.6 76.7 -108.6 76.7-100.8 76.7 -93.1 72.4 � O4 7. p C -38.2 38.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 -36.2136.2 -36.2 36.2 - 36.2 36.2 -36.2 36.2 -33.6 33.6 -31.0 31.0 roA • A -37.6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 - 30.9 30.9 123.135 34.000 55.135 B -112.8 76.7-106.6 76.7-106.6 76.7 -106.6176.7 -106.6 76.7-106.6 76.7-106.6 76.7-106.6 76.7-100.4 76.7 -92.8 72.2 C -37.6 37.6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -36.5135.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 A -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 126.000 34.791 56.418 B -108.8 76.71-101.8 76.7 -101.8 76.7 - 101.8 76.7-101.8 76.7-101.8 76.7 -101.8 76.7-101.8 76.7 -99.6 76.7 -92.0 71.5 C - 36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 - 33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 A - 34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 - 30.3 30.3 130.000 35.896 58.209 B -103.5 76.7 -95.6 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -90.9 70.7 C - 34.5 34.5 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 - 30.3 30.3 A - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7'31.7 -30.3 30.3 130.378 36.000 58.378 B -103.0'76.71 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1174.0! -95.1 74.0 -95.1 74.0 -95.1 74.0 -90.8 70.6 C - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7131.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 A -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 630.0 -30.0 30.0 -30.0 30.0 -30.0130.0 -30.0 30.0 -30.0 30.0 -30.0130.0 134.000 37.000 60.000 B -98.7 76.7 -90.1170.11 -90.0 70.0 -90.0170.01 -90.0 70.0 -90.0 70.0 -90.0170.01 -90.0 70.0 -90.0 70.0 -90.0 70.0 C 1 -32.9 32.9 -30.0130.01 -300 -30-0130-01 -30.0 30.0 -30.0 30.0 -30.0 -30.0 30.0 - 30.0 30.0 -30.0130.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 3�-2zo RvvsdPr DOw R..ub". F K 311 1103 A ADDED NOTE PRESSURES- UNEQUAL CONFIG. XO, OX A XOX r 1070 IVE TECHNOLOGY DR P ' T NQU CHM Ft YDR t o.� R ALUMINUM CASEMENT WINDOW, NON-IMPAC _ P.O. BOX 1579 Lucas A. Tumer. P.E. -- -- - - - - -- NOKOM�S FL 34274 Visibly Better AMC ,, 1 7Ad �i-9 A PE M58201 . _._ Marhanirm • •'• t : •:. B7 REFERENCE "XOX" FRAME 87 REFERENCE "XOX" FRAME ASSEMBLY. DETAIL, SHEET 10 ASSEMBLY DETAIL, SHEET 10 • .. . . ••° • 1 40 41 O 41 • ° ; • V: a/ENT • • MAX. FIXED LITE %K -z Qak DAYLIGHT OPENING s BPEi�lI��3 • • s e0 (SEE SHT. 2) � 5 1 ,, . (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX sr REFERENCE "XX" FRAME - ASSEMBLY DETAIL, SHEET 10 ? 1 7 MAX. VENT I @@ DAYLIGHT OPENING �I eo� ---- 5 (SEE SHT. 2) s s s 43 MAX. WIDTH (SEE T. 2) 5 40 41 HORIZONTAL SECTION - XX 12 app:u.ed as c8:00009 "Ulk da 40 41 � 107 on 15 10 MAX. DAYLIGHT OPENING FIXED & 40 41 MAX. ,•' OPERABLE VENT MAX. VENT HEIGHT (SEE SHTS. 2 & 3) (SEE SHTS. 2 & 3) s L DAYLIGHT OPENING s (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) 14 19 HORIZONTAL SECTION - X 48 23 24 46 5 17 18 VERTICAL SECTION "Z VERTICAL SECTION FIXED UNIT �� ` s OPERABLE UNIT Reved Sr. Deb. ftevm0m Cosa~ FX 3111103 A NO CHANGE 7HS SHEET SECTIONS 1070 TECHNOLOGY DRIVE �► -� ._._ - . >� 34275 Mr ALUMINUM CASEMENT WINDOW, NON-IMPAC P.O. BOX 1529 Lucas A Tumor. P.E. swwwwad - NOKOMIS. FL 34274 Visibly Better ' � s+�.r a'•�a` x r PE I MOl •r n rn 7Mr—t] 0 • , ,,,�„d • ... 12x1 PH TSK-SMSs' FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE 3" APART A T LM"PAN . ... .. .. t o Irk "X" FRAME JAMB "X'= IME:,I .062 " 8" NOM. 2.91 s : to too ..... to • • •.• •• ' SASH FRAME TOP • • OR BOTTOM RAIL 2.784 FRAME BEAD, SILL, JAMB "XX" FRAME ASSEMBLY DETAIL 0 X1 QUAD PH SMS MA rL: 6063 -T6 #12x1 PH TEK SMS (2) PER CORNER " DWG# 7002A FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS 2.854" TUBE 3" APART AT MID -SPAN SASH FRAME .062" "X" FRAME JAMB "O" FRAME JAMB SIDE RAIL NOM. V F 1.159" ` -' �r 2.139" Approved as complying w1* im d F'b M C ;F #8 ode 3 G SASH FRAME HEAD, SILL, JAMB NOAd _ o MAIL: 6063 -T6 Imsml D&& Product Go" DWG# 7003A B SASH FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL FRAME JAMB 3.544" .062." t NOM. l I 1 2.784" I I FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A MAIN FRAME ASSEMBLY DETAIL soar• OR*. Rvvbb= o F.K. 3111/03 A REVISED FRAME ASS'Y DETAIL SCREW SPACING EXTRUSIONS & ASSEMBL DETAILS ,o>a T L�42n P NOKOINIS, FL 3Z� low ALUMINUM CASEMENT WINDOW, NON-IMPAC P.O. BOX ib28 Lucas A. Turner, P.E. � scow �' PE 45=1 A►O1COMf3. FL 34271 Visibly Better - . - -- AMO 4A w 17 7A�1.�i -9 A MeduWesl PARTS ST • • • PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION ITEMI DWG # PGT. # DESCRIPTION 1 7002A MAIN -' q% IAMBS ... 80 7005A FIXED WINDOW FRAME - HEAD, SILT. & IAMBS 2 1155 781PQA #8 X 1 S S .' : • - • • 81 1155 781PQA #8 X 1 QUAD PN SMS 3 1 1008 FRAME CORNER KEflo • .' *.' - 82 7010 FIXED FRAME CORNER KEY 4 1/2"XI/2"Xl /8" CLOSED -CELL FOAM TAPE 83 7007 1 JINSTALLATION HOLE COVER 5 7003A SASH - TOjb, BOTT47 " WE .845" 6 1155 781PQA #8 X 1 QUAU P • • : :. •. 7 0017 67017K BULB WE0, 8 0009 SASH CORNER KEY 9 0024 MAXIM MULTI -POINT LOCK •050" ' 865 " •993" .289 10 0026 LOCK SUPPORT PLATE 11 #10-24 X.562 PH. PN, TYPE F 12 0014 MULTI-LOCK KEEPER . & L.H. .040" rTl-T 13 1157 7SX79PPSMS #8 X.975 PH. PN. SMS 40 3/16 0 ,118" GLAZING BEAD 14 0013 TIE BAR GUIDE MATL: 6063 -T6 is 7015 TIE BAR ASSEMBLY DWG# 7037 & INSTALLATION HOLE COVER 16 7028 MAXIM DYAD OPERATOR MAIL: 6063 -T6 17 0027 MAXIM DUAL ARM OPERATOR DWG# 7007 18 0030 OPERATOR GASKET 19 0031 BACKING PLATE 20 #8-32 X.375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & It. .523 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL Approved as comobing wbb the Flo 24 0022 SNAP -ON HANDLE .050" .855" Date 0 21• 25 0023 12" HINGE W NOA# 02 26 710xl2FP # 10 X .500 PH. PHL, 1.124" D �O� Dtule Ptodna Ceatbv! 30 DSB, 1/8" ANNEALED GLASS 41 1/2" I.G. GLAZING BEAD 31 3/16" ANNEALED GLASS 32 3/16" TEMPERED GLASS MAIL: 6063 -T6 33 IR" I.G. GLASS (1/8- A,1/4 SPACE, 1 /8 "A ) DWG# 7042 40 1037 GLAZING BEAD (DSB, 3/16 ) 2.701" 41 7042 GLAZING BEAD (1/2" I.G.) 43 1224 6TP247 VINYL BULB WSTP (THICK .062" 44 SILICONE - DOW CORNING 899 OR 995 45 PARABOND 46 1634 6163K l SETrTNGBLOCK 50 7006 SCREEN FRAME .093" 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 67 CASEMENT FRAME 53 1635 61635K SCREEN SPLINE - SERRATED ASSEMBLY TUBE 54 331 60976 CASEMENT SCREEN CLIP MAIL: 663 -T6 55 78x 12PSTW/B #8 X.500 SQ. PN. TEK SMS .040" 1.000" DWG# 7004A 67 7W4A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X I PPT # 12 X V PH. PHIL. TER. .423" �-- 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T HANDLE KNOB 50 CASEMENT SCREEN FRAME 72 7018 7FLDHD FOLDING HANDLE 73 702 MAXIM S INGLE Loci MAIL: fi063 -T6 74 7016 SINGLE LOCK KEEPER DWG# 7006 75 70934A 1#8 X.750 QUAD PN SMS a.wad ax Do* aawilkm. o.alor•a F.0 3111103 A NO CHANGE m S SHEET PARTS LIST &EXTRUSIONS 1070 rECfrNOiocr DRIVE NOKOMIS, FL 34275 Mw P.O. eox �s2s ALUMINUM CASEMENT WINDOW, NON -IMPAC A Tum P.E. s«r�ow4 Barr: A..•w ,�, PE #53201 - "' AiAKAIILLC R U274 Vieibly Better •r�rn wn 7AAF..O A IJn..Hm, l : AP0I9b o jVOQD SUCK APPROVED WOOD BUCK APPROVED WOOD BUCK LESS THAN 1 112" YHICK APPROVED WOOD BUCK LESS THAN 1 1/2' THICK 11/2" OR MORE THICK .(SEE.NOTE 3) 1 1/2" OR MORE THICK (SEE NOTE 3) (SEE NOTE 2) 00 (SEE NOTE 2) 1/4" MAX. SHIM 114" MAX. SHIM 3116 " 1 k r T. Pail 1/4" MAX. SHIM 3/16" OR 114" TAPCON (S�� Nt�TE 1 BELOW � (SEE NOTE 1 BELOW #12 OR #14 • •• ;.i., .' : #12 OR #14 SCREWS AND SHEET 1, NOTE 4) . SCREWS i �. ANUSFq�ET �, �IQTg 4). '• '. . •• 1 1 /2" M .....) 1 1 /2" 11/4" MIN. MIN EMBEDMENT EMBEDMENT EMBEDMENT EMBEDMENT OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE W/ TO WOOD BUCK TO CONCRETE W/ WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 1/2" THICK 1 1/2" OR MORE THICK LESS THAN 1 1/2" THICK 1 1/2" OR MORE THICK t /4" MAX. SHIM 7 1/4" MAX. SHIM r:� V*btk 3/16" OR 1/4" TAPCON SEE NOTE 1 3116" OR 1/4" TAPCON (SEE NOTE 1 ~4 _ Z4 ° BELOW AND SHEET 1, NOTE 4) BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS h , APPLY TO HEAD, SILL, AND JAMB. J 1 1/4" 1 MIN. MIN. EMBEDMENT EMBEDMENT OPERABLE UNIT FRAME FIXED UNIT FRAME NOTES: TO CONCRETE TO CONCRETE 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE • ..� : , t7 ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. - Rsysd 6Y Dow ftwbo s: o.renpan F K 3111103 A ADD ar14 SCREW OPTION ANCHORAGE DETAILS ftwwo are _ : aev�rona: 1070 TECHNOLOGY LR/VE NOKOMIS, FL 34, Tim., ALUMINUM CASEMENT WINDOW, NON IMPACT P.O. BOX 15?9 Lucas A. Tumer, P.E. ,u,r ivnd cr 7e9:d Viaihf v Netter ' scar. S D� wr. PE 0`1 •r•rn n - 47 MAALQ A 1W- hanica) . . ... . . . ... MIAMI- D�A,DE MIAMI -DADE COUNTY, FLORIDA MUMO -DA.DE FLA6LERB' JILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) �' 148 it1,I,GIA 1603 PRODUCT CONTROL DIVISION • • MCWL � 3331300.1563 • • • • (301) -2§01 FA(305)375-2W8 NOTICE OF ACCEPTANCE (NOA) www.buildinecodeouline com Traco Security Windows & Doors, Inc. • • • • ' . :.: :. • 71 Progress Avenue � � � � .. • Cranberry Township, PA 160" ' .. . . . . . ... . . SCOPE: This NOA is being issued under the applicable rules and rygulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2100 Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. '04- 113 -0002, titled "Series 2100 Alum. Single Hung - Window Non - Impact Resistant ", sheets 1 through 4 of 4, dated 04/21/04 with revision on 07/08/05, prepared Frank L. Bernardo, P.E., Inc., Consulting Engineers, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 040504.05 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO ' NOA No 05-0729.03 Expiration Date: July 11, 2007 Al ly Approval Date: September 15, 2005 Page 1 } Traco Security Windows & Doors, Inc. Y NOTICE OF ACCEPTANCE: EYIDE fY, S[JBMe • A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • ' 2. Drawing No. 04- 113 -0002, titled "Series 2100 Alulh S9jle:I4 W1hdow l4on- Impact Resistant ", sheets I through 4 of 4, dated 044 1/04•with revision 07 /08/05, prepared by Frank L. Bennardo, Inc. Consulting Engineers, signed and sealed by Frank L. Bennardo, 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -1274, dated 09/27/95, signed and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA# 04- 0504.05" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -1305, dated 10/09/95, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 04- 0504.05" 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -1616, dated 04/02/97, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 04-0504.05" 4. Test reports on l) 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 along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. F'ET- 04002, dated 03/15/04, signed and sealed by Daniel G. Farabaugh, P.E. "Submitted under NOA# 04-0504.05" ,t,w dKek" Herminio F. Gonzalez, PY Director, Building Code Compliance Office NOA No 05- 0729.03 Expiration Date: July 11, 2007 Approval Date: September 15, 2005 E -1 . . ••• . . • ••• Traco Security Windows & Doors, Inc NOTICE OF ACCEPTANCE• EVIDENCE UBMI • . . . . . . C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prega*45y Aj o 0 * * , Corporation., dated 07 /18/05, signed and sealed by Hdht451n�zjopty P.E. 2. Anchor Calculations and structural analysis, prepared Vy Al FarAogV &rporatf on., dated 6/8/02, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 04-0504.05," 3. Anchor Calculation, ASTM- E1300, and structural analysis, prepared by Frank L. Bennardo, P.E., INC. Consulting Engineers, dated April 15, 2004 and revised on August 19, 2004, signed and sealed by Frank L. Bennardo. "Submitted under NOA# 04- 0504.05" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, dated July 7, 2005, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest July 7, 2005, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 040504.05, issued to Traco Windows & Doors, for "Series 2100 Single Hung Window- Non Impact Resistant, approved on 11/18/04 and expiring 07/11/07. 2. Letter from the consultant, dated August 12, 2005, stating that the product is in compliance with the Florida Building Code (FBC). AA4� Herminio F. Gonzalez, P.E Director, Binding Code Compliance Office NOA No 05- 0729.03 Expiration Date: July 11, 2007 Approval Date: September 15, 2005 E -2 SERIES:2 • 144GEE -HUNG WINDOW ( NON - IMPACT RESISTANT) A°0040A9"nn°° °Z i DS Ann K1 Ann • 2&6'v • • • � /2• Innl 3/16 Arm 3/16" TETnp 11 - Instil 7 5 3/16' TAPCONS 3/16' TAPCONS 3/16' / Jamb O TAPCONS 3/16' TAPCONS 1/4 TAPCONS 1/4 1/4 TAPCONS L WINDOW .%Vow NCg POs N" p Neg a pps •Nag • Pos NCp Pas N2g POS N" . WIDTH FIEtGrn' • • • MAX. 531/8" _ H ( ( • { NWINDOW XIW WIDTH - 3 Anchors I Jamb 3 Anchors J Jamb 3 • 3 /Jamb •3 Arhehors / Jamb 3 Anchors / Jamb 3 Anchors I Jamb D. 49 518" • LO. {FIXED) 26.50 I 28.00 63.33 110.35 80.00 (10.31 80 00 11 80 00 •� 58 3 80 00 164.27 80.00 J 164.27 80.00 164.2_27 1 I __ �� - 8 t j Ul �I 53.1.25 I 35.OG�5 O6 55.05 I 5.05 55.05 5.05 55.05 79.04 .05 80.00 8 80.00 81.94 80.00 81.94 I ( 0 Z I I O L 8 J^ 4 Anchors / Jamb 4 Anchors/ lamb 4 Anchors / lamb 4 Anchors / Jamb 3 Anchors/ Jamb 3 Anchors / Jamb 3 Anchors 6/ DSB ANN.. i O W W $ m W I 3/16' TEMP, II X Z Z 19.125 I 63.33 138.13 80.00 138.13 80.800 138.13 80.00 138.13 80 154 21 80.00 154 21 _ 80.00 154.21 I 3/16' ANN, OR - D� Z Z II I l- L 2 Q '' I 38.375 6 3.33 99.58 80. 00 9 9.68 80.O D� . .66 80.00 99 - 99.68 80.00 11 1.30 80.00 1113 80.00111.30 h 1/2- Imo; m J ul 37.00 ! _ 63.33 71.40 71.4 7 1.40 71.4 71.40 71_40 79.71 79.71 79.71 I 79.71 79.7 7 9.71 I� // J II O LL 53.125 24.45 24.45 49.73 49.73 49.73 49.73 49 49. .73 73 55.52 55.52 55.52 55.52 55.52 55.52 B) + Y Z i ? p !- II zS 4 Anchors / Jamb S Anchors / lamb 5 Anchors I Jamb 5 Anchors / Jamb 5 Anchors/ Jamb 5 AnctA Anchors rs / lamb 5 Anors / Jamb v = 1 11 $ m 2 19.125 63.3-3 ---�' 104.71 80.00 1 _ 80.E �1�.� 80_00 130.88 80.E 194.84 80.00 194.84 80.001 1 94.84 r` o -- I d SS 26.50 50.625 63.33 I 75.57 80.00 1 94.45 80_00 ! 94.46 80.00 94.4b 80.60 140.61 f_� 1140.b1 80_00 ' 140.6E Z T 37.00 I 54.12 •54. 67 4 _65 67.65 67.65 67.65 b7AS�67.65 80.00 � 100.71 80.00 100_71 80.00 100.71 � � � I JAMB 53.125 19.29 19.29 7.12 47.12 47.12 47.12 47.12 47.12 62.63 62.63 62.63 62.63 62.81 62.81 ` w ` L ANCHORS O = 5 Anchors / Jamb 5 Anchors / Jamb 5 Anchors / Jamb 5 ArK ors / Jamb 5 Anchors / lamb 5 Anchors J Jamb 5 Anchors / Jamb x ^ 6 o -(SEE CHART) 19.125 )a 107.00 80.00 116.2 80 116.2 80.D0 116.24 80 173.0 80.00 17 3_04 80.00 173.04 ^ h 12 $ 2b. so 57.00 63.33 83.89 80.00 83.89 80.00 I _83.89 74.36 83.89 80. I 124.89 80.00 124.89 80.00 124_89 I � ° ([ j I O ? F 37.00 59.18 .. 59.18 60.09 60 09 60_09 60.09 60.69 60.09 80.00 89.45 80.tM1.45 8000 84.45 53.225 17.58 17.58 41.85 41.85 41.85 41.85 41.85 41.85 57.91 1 57.91 57.91 57.91 58.07 57.91 1- _ _ = = n c 5 Anchors / Jamb 6 Anchors / Jamb 6 Anchors / Jamb 6 Anchors / Jamb 5 Anchors / 3amb 5 An&ors / lamb 5 Anchors / Jamb CENTER ANCHOR @ `' l�1 ° � ^ z HCAD & SILL REQ'D ' i i 16• MAX Q b hn 19.125 63. 91.E 80.00 126.21 80.00 12 6.21 8000 126.21 80.00 156.56 80.00 156.56 80.00 15 6.46 I I t-t - �, p x -�-- ONLY ON WINDOWS 46 1/16' TYP 26.50 63.00 63.33 .75.90 .01.08 80.00 91.08 80.0 91_08 80_00 t 112.99 50.00 Sf2.99 80 00 1 212.99 > 26 1/2' WIDE �- D.LO. (VENT) 37.00 54_36 54.36 65.24 65.24 65.24 65.24 65.24 6524 x.00 80.93. 80.00_80. 80.00 80_93 50 1/4• 53.125 16.34 16.34 45.43 45.43 45.43 45.43 45.43 45.43 54.49 54.49 54.49 1 54.49 54.65 54.65 VENT WIDTH I C, z 6 Anchors / lamb 6 Ancho / Jamb 6 Anchors / Jamb 6 Anchors / Jamb 6 Anchors / Jamb 6 Anchors / Jamb 6 Anchors / lamb o 19.125 63.33 1 79.30 80_0 107.08 8 0.00 107.08 80.00 107. 80.00 159.41 80.00 159.41 80.00 143.00 1 TYPICAL ELEVATION N in 26'50 'III 7425 63 33 66. 50 77.3 71.28 77.2 71.28 77.28 71.28 80 111.00 80.00 111.0 80.00 115.00 U2' = 1' -0' EX7B410R 13An 37.00 53.W I 53.00 55.4 55.35 55_35 55 .35 55.3 35 80.00 I 82.40 80.00 82.4 73.60 L82.40 s 8 53.125 14.72 14.72 38.6 38.55 38.55 3$.55 38.55 38 55 50.00 ! 50.00 50.00 50.00 50.14 T - 50.14 ROLL - FORMED %3/16* ANN OR - � -- - -- 6'TE PGLA55 ALUM GLAZING 3/1 M GENER N OT ES : BEAD !) THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE FLORIDA _ I / gg ROLL- FORMIC DSS-ANNCALED 3/4' MIN f BUILDING CODE 2004 (HIGH VELOCITY HURRICANE ZONE) AND HVHZ TEST PROTOCOL TAS 202. � R ALUM GLAZING / GLASS GLASS BITE / I BEDDING 2) NO 33 - 1r,*h INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD $ � d Zi BEA ' BED ING DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3/4 MIN h COMPOUND ES 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE I ( f { {SCFON� I DETERMINED BY OTHERS ON A 306 - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. I GLASS B 1 t tEAO 1 - ; h. u�r MOREHEAD 4) MULTIPLE WINDOW UNITS MUST BE INSTALLED USING MIAMI -DARE COUNTY BCCO- APPROVED STRUCTURAL 1 {TYPICAL) ) 5555) 5555) \� I -- ! 5555) MULLIONS Ce.c. NOA 401- 121801 OR *03- 1218.02). 5) THE WINDOW SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE I I INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE � . VINYL BULB 1/8' ANN GLASS I CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT r (IN BOARD AND SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS .rrle�„ 04 -1 I3 -0002 ALUM GLAZING BEAD OUTBOARD LITES) DOCUMENT. n -1/4 CONTINUOUS 6) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE ♦3 : $ ALTERNATIVE PVC METAL SPACER TO WITHSTAND SUPERIMPOSED LOADS. GLAZING BEAD ; 1 7) ALL WINDOWS SHALL BE PROTECTED WITH MIAMI-DADE COUNTY APPROVED Z GLAZING OP TION) t BEDDINGCOMPOUPB)I IMPACT RESISTANT SHUTTERS FOR ALL INSTALLATIONS. c (SCHNEE MOREHEAD 8) ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED IN L_ 1 3'= 1'-0' PERT SECTIONS 5555) ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE i • • age • • • , • • • • • . • : • • Soo - MATE LI ST - - ! RANK L. EENNMDO. P.E. t rEMBED TYPICAL ANCHORS, - -- •P49 1 REF ELEVATIONS • • ITEM NO. P ART NUMBER 1 QUANTITY DESCRIPTI MATE MANF./SUPLIERfiWW.KS a . (Si) FOR SPACING • • • • • • • • • • 1 050 - 00 -367 1 HE 606 ALUMAX — 7 lx OR 2x WOOD %VC4 • : • : :00 : • 2 050-00 -375 1 S ILL 6063 -T6 7gTON -- a �' +_ • • • : • • • • 0 00 • • 3 05 0-00 -3 - 66 2 I JA 6 06346 ALUMA 4 05� 1- 00-164 I 1 VENTT 6063 -T6 TIFTON — WOOD BUCKS, NOT BY TRACO, MUST SUSTAIN LOADS IMPOSED 1 5 0 -00 4 92 — 1 I VENT BOTTOM 6063 -T6 ALUMAX V N } 2 BY GLAZING SYSTEM AND 6 2 VEN TU SIDE 6063 T5 TON W 3 m u ))` . �q« � AIM ! TRANSFER THEM TO THE t 050-0 -160 - 4 � - -� W Z ` �, 3' _I. BUILDING STRUCTURE. I 7 050- -119 1 MEETIN RAIL —� 6063 -TS TI FTON 0 — LL r J I I t 3 _TY ANCHORS : g 012 -00 -830 I AS REQD' FR ASSEMBLY SCR �F�B X 3/4" SMS _ Z O O O O I I 3/16 OR 1/4" TAPCONS W/ 3/16" HEAD (BY 10 012 -02 -835 AS R E Q D .V VENT ASSEMBLY SCR iY 8 X 1 "SMS_ — m Z I I gt f C ELCO OR ITW) OR EQUIV OONC ANCHOR 11 04 -40 -012 i 4 WOOL VENT SID �AMESBURY J' �I 0 N __ JI 4—L O HOLDING CURRENT NOTICE OF ACCEPTANCE. -- I - -- -- Y U) Z a Lk INTO 2x WOOD BUCKS OR WOOD STRUCTURE 12 —� - — _ — _ —1 z (1 - 112" MIN PENETRATION INTO WOOD) 13 0 00 - 018 I A READ. ACRY BA SED GLA COM MOREHEAD S55S O W - THRU Ix WOOD BUCKS INTO MASONRY OR - -Tt LL U if m Id I DIRECTLY INTO MASONRY (1 -1/4" MIN EMBED 1 007 -10 -016 I 2 SWEEP LOCK 0 7 F ROM E ZAMAK MARBOLLO INTL. INTO CONCRETE OR MASONRY) � 048- 00-002 i AS R AEQ D. ' FIBE F ORMED G1AS5 SCREEN ME — — - — I QPTIOtiAL 3 - - -E - : - -_ - -_- I , SE 17 005 AS R EQD. S CREEN MES ROLL VI j -{ Z ALL HEAD AND VENT CORNERS, � 18 �WY I AS R WEATFEtSTRIPPI NG � VINYL �WIf30RG j c AND HEADS of INSTALLATION i z SCRE AT SUL TO B SEAL 19 --� Q WITH WHMALUN COLORED SEALANT, FIXED MEETING RAIL AT 20 0 1 �SLLL 6- !� VINYL W IBORG ? a J (� }- 18 ' �-- ( ENDS SEALED WITH GE SILICONE. 21 __F " 30 IT�1/ JAMB BLOC AND TACKL BALA - WINDOW COMP w p m ± ' __T 22 1 2 C CELL FOA PAD - I'X2"X AT EACH CORNER { c < z I t i I 23 AS REQD. ROL FOR G BEAD - ALUMI Z 0. 24 046 -16-009 046 -16 -009 2 VINYL BULB I VINYL 3 I I I 25 04 6 - 0 0-300 2 (ALT) PV GLA BEAD PVC ALTER TO VIN YL BULB O I I� �++ 26 ! 050 300 2 ALUM G LAZING BEAD 6063-75 L , — N k I W r TYPICAL ANCHORS, ANCHORS, 114" MAX SHIM } N 8 I I I REF ELEVATIONS I I t" — VENT WIDTH — 1 /4 MAX SHIM I (51) FOR SPAUNG- 1 ANCHOR NOTES -- D.L.O. (VENT)— � t 5 t I t ; 1R' DRAIN I NTERIO R -� . TYPICAL ANCHORS. L SPACING � _ I ` NOTCH AT EACH I ^� 1) ANCHORS SHALL BE INSTALLED IN ' • -I I 3 � 1 • ' REF ELEVATIONS o ' r:I ' 8 END OF SCREEN I (� ACCORDANCE WITH MANUFACTURERS' Y 2 t t I t t g J (Si) FOR a l 5 RETAINING LEG SI1 ,--- �� I RECOMMENDATIONS. 5 I 22 r,> 2) WOOD BUCKS (NOT BY THIS Jt ' �-� MANU AACTURER) SHALL BE ANCHORED PRO P E Y TO TRANSFER OADS TO THE I EXISTING STRUCTURE 1/8 SHIM AT - EACH CORNER tF 114" MAX SHIM 3} WOOD BUCKS AND /OR HOST 1' t — - STRUCTURE SHALL BE `SOUTHERN PINE' G -0.55 OR GREATER OENSM. ( �t LL o� sciMN "5 — 4) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN HEREIN. MINIMUM ! I 3/8" MIN - { EDGE DISTANCE AND EMBEDMENT TO BASE ' GLASS BITE EXTERIOR \ 04 113 -0002 � t .ATYPICAL ANCHORS. STRUCTURE EXCLUDES STUCCO, FOAM, (: •- �' (TYPICAL) ` � Page= agwom f D �' PAGE SLALE I ..' • lx OR 2x " REF ELEVATIONS BRICK, AND OTHER WALL FINISHES. ` I'... (( WOOD BUCK . (S3) FOR SPACING 5) WHERE EXISTING STRUCTURE IS WOOD I•' ° • FRAMING, EXISTING CONDITIONS MAY -- . -- � VARY. FIELD VERIFY THAT FASTENERS ARE f FRAME WIDTH - -` 1 SINGLE GLAZED SECTION INTO ADEQUATE WOOD FRAMING MEMBERS. 2 HORIZONTAL SECTION DETAIL a..e 1' -0" VERT. SECT. Z 6.-l.-D. HORIZ. SECT. 0 ) 4 tt� Si i i C} —. O 2 1: i 'C°J :'. .. T J . ... . . . ... a z -�+ s IF I F L md1 M. a N ce }� G �Q : z d ! I W u W a o . ....... o $ W .... i H I • GLAZING BEAD W/ VINYL BULB EMBED / TYPICAL • . . . • • • • r / REF ELEV V_ i • • • i i • • n / (S1) FOR SPACING • , • • • • 1 _ J l • •• 1x OR 2z:(;; • BUCK Goo . • • l r V ,22 .i '2 ON p 00 ...... • 0 ••• C AD 1 /4' MAX SHIM ••• i • • ••• •• tt� Si i i C} —. O 2 1: i 'C°J :'. .. T J EACH CORNER SHIM EACH E 1/4° MAX SHIM OF R •�- -- SCREEN I.. TYPICAL ANCHORS, l' REF ELEVATIONS la WOOD BUCK e a (Sl) FOR SPACING DOUBLE GLAZED SECTION 1 INSULATED GLAZING) i / 6" - V -0° VERT. SECT. I E Z TYPICAL ANCHORS, 1/4" MAX SHIM }-{ REF ELEVATIONS (St) FOR SPACING -� VENT WIDTH + D.L.O.(VENT) + INTERIOR iz � L 3/8° MIN GLASS BITE am ,.. `~ (TYPICAL) —FRAME WIDTH 1/4" MAX SHIM 9 i • TYPICAL ANCHORS, REF ELEVATIONS (SI) FOR SPACING c� +� n DOUBLE GLAZED SECTION INSULATED GLAZING) 3 j Y = 11 -0• VIEW y am; r A �/W! FE. 4 Iz;1. 0 ui u U cr I i j �WfIXZ Z OOo p W ' J ry 9 1 u J =1 O J YZI Z6 0 II 0 V. o a z -�+ s IF I F L md1 M. a N ce }� G �Q : z d ! I W u W a o = � o $ W ALUMINUM i H I GLAZING BEAD W/ VINYL BULB ) /g.• 25 1/2" DRAIN / NOTCH AT EACH END OF SCREEN �l RETABVINGLw ,22 .i '2 ON p EACH CORNER SHIM EACH E 1/4° MAX SHIM OF R •�- -- SCREEN I.. TYPICAL ANCHORS, l' REF ELEVATIONS la WOOD BUCK e a (Sl) FOR SPACING DOUBLE GLAZED SECTION 1 INSULATED GLAZING) i / 6" - V -0° VERT. SECT. I E Z TYPICAL ANCHORS, 1/4" MAX SHIM }-{ REF ELEVATIONS (St) FOR SPACING -� VENT WIDTH + D.L.O.(VENT) + INTERIOR iz � L 3/8° MIN GLASS BITE am ,.. `~ (TYPICAL) —FRAME WIDTH 1/4" MAX SHIM 9 i • TYPICAL ANCHORS, REF ELEVATIONS (SI) FOR SPACING c� +� n DOUBLE GLAZED SECTION INSULATED GLAZING) 3 j Y = 11 -0• VIEW y am; r A �/W! FE. 4 Iz;1. 0 ui u U cr I i j �WfIXZ Z OOo p W ' J ry 9 1 u J =1 O J YZI Z6 0 II 0 04 -113 -0002 PAGE DCBCRIPTION� - _ - L .o z -�+ s IF I F L md1 M. a N ce }� G �Q : z d v u 1 z '6 o _ W H 04 -113 -0002 PAGE DCBCRIPTION� - _ - L . • . }= - 2.17 - -4 0 FRAME HE 0.812' �T $ t.a1z'• � -..�- 0.969' � M EET I NG RAI X1.250' -� n h . � � - .062• ry M c4) FRAME J i b } 1.625' - -� x0.062• i T I 0.938` I u.a6a• -�-_ 1 I -+ - • • __l. VENT ro V ENT TOP RA IL I BO R AIL — 2.327• t 1.075 -� al -- 0.062•�� I � 0.062• J J -- � --r f-L ( t- 4a.bzs° �— z.1zs -• -•} SIL ( SASH SID R AIL FR AME T OP CORNER i FRA B COR NER VENT TOP CORNER V ENT B OTTOM CO O t AM L AR+.aO, Pc -W (3 W a? �" Z (� �IJ 3 �W a IXz a Z (3 —0 0 �� ZNZ. J lal Q zZi u LL 0. IDS 3 0 ° z 3 a i z 0 a N y Fh tj ^ i Sb .. 3 z ; 0 0 in 04 -113-0002 66 1 d L •• • • • •• ••• •• • • • •• •• • ••• • 0 00 00 00 0 b } 1.625' - -� x0.062• i T I 0.938` I u.a6a• -�-_ 1 I -+ - • • __l. VENT ro V ENT TOP RA IL I BO R AIL — 2.327• t 1.075 -� al -- 0.062•�� I � 0.062• J J -- � --r f-L ( t- 4a.bzs° �— z.1zs -• -•} SIL ( SASH SID R AIL FR AME T OP CORNER i FRA B COR NER VENT TOP CORNER V ENT B OTTOM CO O t AM L AR+.aO, Pc -W (3 W a? �" Z (� �IJ 3 �W a IXz a Z (3 —0 0 �� ZNZ. J lal Q zZi u LL 0. IDS 3 0 ° z 3 a i z 0 a N y Fh tj ^ i Sb .. 3 z ; 0 0 in 04 -113-0002 66 1 d L 00 • 05- W. 6 9 -_1_/ ,� c - BSI NOK e4LL-U !� c:� 0 ;2 la CAS .... : :.•• ••. -eel Jq 0 �i A- t�,f A c Si i u � c Ru�� - 65 07 • ' ' S Ko g T ( 05 09/2,.0..( V a :.• :• •• x IL 21 CIT Cop �� 2 �0�� No (�� f no. v �u v Ky- BY...... ....... 3K + PERMIT #: : �1 �4.. � Miami Shore APPROVED BY DATE ZONING DEPT �� BLDG DEPT SUBJECT T© STAT EAteCOL9 ► ► 0.3 ? I 5.�2 -5G• �� xx tj o. a 96- U (WA) - � 3 -3 xOx l► K0 L A : 613� �q 39 31S g q V 3g- + S 2.2 �{ '�4•d �0•� 453 (M) N] SSE gqk3�1) -Y 3& 4q6 g6j(MOA) >; 5 Z Z 5 y. 7 -- 59.3 - .x�•m a Miami Shores Village 1 10050 N.E. 2nd Avenue :'sr • >:::. : >: ::;::: :.::: ";: -: .:: .. " Miami Shores, FL 33138-M >::s:: >: <:: iiiii: iii i:;>? i} isii: isviiiiiiiiiiii ii i} i::^:• i:^ : ^:•i::4iiii:4iiiiiiiiiiiiiiiii iii i:- iiiii;::: i> iiiiii:• isiiiiii? �YN ...:�..�.n.................. ytR fr O 9 Phone: ( 305)795-2204 n E i i x rat on � p Project Address Parcel Number Applicant ............................... ........ ................. ....... .....,... ..... ......... 355 NE 93 Street 1132060136290 Miami Shores Village, FL Block: Lot: JEFFREY GROOM .... 4?�"!!?ef.lOf4fl1latlorl Address..... ....,,..: ..... ............................ .,. .................. Phone,,.,,,. , . ,.... ..._. ......... .. _...Cell ........ JEFFREY GROOM 355 NE 93 ST MIAMI FL 33138 -2854 Contractor(s) Phone Cell Phone SOUTHERN TROPICAL ELECTRICAL 305- 956 -3955 •Valuation: $ 13,000.00 ...................................................... ............................... ................................................ ............................... ;Total Sq Feet: 0 : S• Type of Work: WINDOWS Available Inspections: No of Openings: 14 Inspection Type: Additional Info: Shutter Attachment Classification: Residential Final Shutters Window Door Attachment Final Fees Due Amount Total Amt Paid Amt Due CCF $7.80 Education Surcharge $2.60 $ 0.00 $ 0.00 $ 0.00 Permit Fee $ 240.00 :::...::.,::,:„••--°„•„•- Scanning Fee $18.00 Payment Type: Technology Fee $6.30 �n IpS Total: $274.70 � � o 21% In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authoritles of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated March 16, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Friday, March 16, 2007 1