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WINDOW PERMITFINAL WINDOWS AND DOOR ( L Pl Passed Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until i nspection Number: I NSP-5411 Inspection Date: 01/09/2006 Inspector: Grande, Claudio Owner: GAVIRIA, TERESA Job Address: 136 91 Street NE Project: <NONE> Friday, January 6, 2006 Miami Shores Village, FL 33138- Contractor: GARY BERNHARDT CONSTRUCTION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2005 -1480 Permit Type: Imported Permit Inspection Type: WINDOWS AND DOORS Work Classification: <NONE> Block: Phone Number Parcel Number 1131010190040 Lot: Page 1 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/17/2005 Applicant: TERESA Owner: GAVIRIA JOB ADDRESS: 136 NE 91 Contractor GARY BERNHARDT CONSTRUCTION Contractor's Address: 8515 SW 129 TERR Local Phone: Parcel # 1131010190040 Fees: Description Amount FEE2005 -13606 Building Fee $210.00 FEE2005 -13607 CCF $6.00 FEE2005 -13608 Training and Education Fee $2.00 FEE2005 -13609 Technology Fee $5.25 FEE2005 -13611 Scanning Fee $15.00 Total Fees: $238.25 Total Fees: $238.25 Total Receipts: $0.00 Signed: Legal Description: 1 53 41 EL PORTAL SEC 2 PB 9 -115 LOT 5 BLK 7 LOT SIZE 50.000 X Permit Status: APPROVED Permit Expiration: 4/11/2006 Construction Value: $10,000.00 Work: REPLACE WINDOWS AND DOORS (INSPECTOR) Building Permit Permit Number: X 2005 -14 GAVIRIA TERESA ST 0 Page 1 of 1 NOV 14 PAID b - 7 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 l/e Permit Type (circle): Building Electrical Plumbing Mechanical Roofing 4 Owner's Name (Fee Simple Titleholder) e+}g-tIT u A J' t ?1,11 Phone # 3°Y 1 'I S9 Owner's Address (3(p City k ac M State Zip .3J(3 z5 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villa County Miami -Dade Zip 3 f y7 , Is Building Historically Designated YES NO :-- Contractor's Company Name Z i t . " f?L, L'�� 4 P - Phone # . . 2C1- 1- Contractor's Address City Qualifier 4 oti t State Architect/Engineer's Name (if applicable) State Certificate or Registration No. 0,pi7 , Certificate of Competency No. $ Value of Work For this Permit 23A3 OCBt:) • td' v L e/. 2 Type of Work: ❑Addition Iteration ONew Describe Work: � , 6 AC rvr :.T -✓ c.7 VA./ / D�1C Submittal Fee $ Notary $ Scanning $ Lcj. CO * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ w . C- C) CO /CC Training/Education Fee $ Z • 00 Technology Fee $ • 2 —•s Permit Fee $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 2 , Z 'S (Continued on opposite side) /Ye Permit No. ialf 1 480 . Master Permit No. 4 k L( /f04g Z. Phone # / ? 6,- ? SF 2- / 7 2 Square Footage Of Work: 7G Zip Repair/Replace O Demolition rr, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement m e posted at the job site for the first inspection which occurs seven (7) days after the building permit ass, ed. In the . osen e of c poste notice, the inspection will not be approved and a reinspection fee will be charged. !dm Imo, lo r Contractor v * Signature C V 6 AJ tgl r Signature Owner or Agent The foregoing instrument was acknowledged before me this 7 The foregoing ins • ur • nt was acknowledged before this day of Q 20 OS , by " Q - l S & c 12.4 A- • , day of 70C -- , 200 $_, b (- 44 54-g074051 who is personally known to me or who has produced who is personally known to me or who has produced As id cation and who did take an oath. as identificatisrran tc mho did take an oath. NOTARY P LIC; (` _ Valerie Persau NOTARY PUBLIC: Sign: �3 49511 D154737 Sign: Print: pia �, Ex October 01 2006 _ ; My Commission DD154737 Print _ . _. Exprec October 01, 20013 My Commission Expires: .My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning Si Ui�CiURAL ENGINEERING CONSULTANTS WIND CALCUL WINDOW / DOOR INSTALLATION AT: 136 N.E. 91 STREET MIAMI, FLORIDA MIAMI -DADE COUNTY CAR STRU PROJECT: REPAR OS M. P TURAL . P.E. #: .B. #: 00 SEPTE 9, 2005 BY: REZ, P.E. NGINEER 4844 781 "YOUR ON -CALL E GI EERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMI, FloRidA 33176 TEL (786) 242 -1720 - FAX: (786) 242.4399 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES,. FL 33016 (305)827 -66 r Copyright 2000 by Tondelli Engineering, P.A. Tampa, Flor CUSTOMER : WINDOW / DOOR INSTALLATION AT: JOB NUMBER : 136 N.E. 91ST STREET, MIAMI DATE 8/2005 DESCRIPTION : WIND PRESSURES FOR WINDOWS (CRIT.TRIB. AREA < 10 SQ. WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 11.2 FT DISTANCE, Z = 11.2 FT Kh = 0.849 Kz = 0.849 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 30.3 FT CORNER DISTANCE, a = 3.0 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.947 0.947 GCp ( -) -1.047 -1.294 PRESSURE (psf) 52.2 52.2 SUCTION (psf) -56.8 -68.3 STRUCTURAL ENGINEERING CONSULTANTS, INC. 16500 N.W. 83RD COURT MIAMI LAKES, FL 33016 (305)827 -663 A , Copyright 2000 by Tondelli Engineering, P.A. Tampa, Flori A CUSTOMER : WINDOW / DOOR INSTALLATION AT: JOB NUMBER : 136 N.E. 91ST STREET, MIAMI DATE 9 X13/2005 DESCRIPTION : WIND PRESSURES FOR DOORS (CRIT.TRIB. AREA = 20 SQ.FT.) WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 4.00 : 12 (18.43 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 11.2 FT DISTANCE, Z = 11.2 FT Kh = 0.849 Kz = 0.849 a 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 30.3 FT CORNER DISTANCE, a = 3.0 FT UCTURAL ENGINEERING CONSULTANTS Miami -Dade County Building Department Miami -Dade County, Florida September 19, 2005 Job: Window / Door Installation at: 136 N.E. 91s` Street, Miami, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure (Zone 4): 54.7 psf Positive Design Pressure (Zone 4): 52.2 psf Negative Design Pressure (Zone 4): 59.3 psf Negative Design Pressure (Zone 4): 56.8 psf Positive Design Pressure (Zone 5): 54.7 psf Positive Design Pressure (Zone 5): 52.2 psf Negative Design Pressure (Zone 5): 73.2 psf Negative Design Pressure (Zone 5): 68.3 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 3' -O" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -98 based on the following criteria: * Building Category: II * Building Mean Roof Height: 11' -2" * Exposure Category: C * Basic Wind Speed: 146 mph • Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you howl happen to have any questions or concerns regarding this or any other matter, please do not hesitate to con ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 9/19/05 Perez, P.E., Structural Engineer 54844 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 112r1-1 STREET, MIAMI, FloRidA 33176 TEL (786) 242-1720 - FAX: (786) 242 -4399 RA t6 M 1 is�. SUMMING 1 177,'? COM rMIANC1Z OFFICE (13CCO) NOTICI . ,�`✓!� A C ETFTANQ (RDA) • lndtte g 10790 Teel' Da'flve N !Lamb, ):'u. 34275 Scc: This NOA `re ing issued under the applicable rules and regulations governing the use of construction materials. The docurrtre etion submitted has been reviewed by Miarni -Dade County Product Control Division and accepted by the Bow cf Rules met Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Author:t ; Having Jurisdiction (AHJ). This NOA .ea-t1 not be valid after the expiration date stated below. The Miacni B'o'unty Product Control Division (IIe Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this p egret or material tested for quality assurance purposes. If this product or material fails to perform in the acceptel manner. the manufacturer will incur the expense of such testing and the ART may immediately r+evae, mt :.5/, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to t+evo're tY ecceptance, if it is determined by Miami-Dcde County Product Control Division that this product or trial fails to meet the requirements of the applicable building code. This pour:: fs approved as describes ➢sue gin, and has been designed to comply with the Flori Building Code, including the ItIrgh Velocity Hurricane Zone. EI CV: 1"rs 1flIenvyr wan - Wee C111p73d Met on tuerprorwA, i'(U : Tors leils AJ^ titled "1" Heavy Wall Mullion ". sheets 1 through 6 of 6, date C4/20/00. with revision "A" dated 05/O24. prepared by manufacturer, signed and sealed by Robert L. Clark, P.a. bearing the Mlarrti -D€ le County Product Control Revision Stamp with the Notice of Acceptance number and etzipiratioa date by the Miami - Dade County Product Control Division. MISSILE g1TACT RATING: Lent ihsarszet LABELING: Pyle unit shall bear a pe ent label with the manufacturer's name or logo, city, state and following stnt ra rnt: "Rldiami -D County Product Control Approved ". unless otherwise noted herein. RENEW of this NOA shell be CO7i8idertd after a renewal application has been filed and there has been no change in the applicable building code negsrtivelly affecting the performance of this product. TERMINATION of this NOA will aecur alter the expiation date or it'd= has been a envision er change in the materials, use, and/or ananufacture of the pzoste et or process. Misuse of this NOA as an endorsement of any product, for vales, 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. B'ilIIDVE Tle T° J rT: The NOA number preceded by the words Miami - Dade County. Florida, and followed by the enpirettion date may he displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. rNS?ECTl ®iii: 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 ravers NOA 402- 0701.09 and consists of this page 1 and evidence pages E -I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Mennne! Perez, P.E. MMI 11 -DAD! COUNTY. FLORID lbd O-DADE PLAGLER BUILDING 140 WEST i LAG1.L STREET, SUITE I603 !'!A ' 11"!!'4 331.31 lff, (305) 375 -290t FAX (305) 375 -2908 NOA Y s QM- 4528.05 Expiration Date: wane 28, 2006 Approval Dora: July 15, 2034 Page 1 FOR aTERMINING MAX ALLOWABLE DESIGN PRESSURE SEE P ILES ON PAGE 5 & 6 MAX OPENING = W OP W 1 +W2 MULL LENGTI a 1d FOR ANCHORAGE FEE, QUANTITY AIM LOCATION RJR TO SHEEN 2, 3, 5 AND 6 . a 2. WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS 3. MULLIONS ARE' APPROVED FOR IMPACT AND NON- 1MPACr 4. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 � ta N102 ( ) WAtv_pO ,1 Li2 _W ME FOR DETERMINING MAX ALLOWABLE DESIGN PRESSUI ?E SEE TABLES ONPAGE5&t OPENING m H OR K1 tle12 MULL LENGTH W Robot 1 E. P1E039712 w# IVZ bd Q 90 P +PR .L _VMMS_M WI . WQV OR DETEPMIW'NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES s7N PA6E5 & 6 Sri) . VAX OPENING = 1 OR N1 +H2 MULL L_NGTH d W OR W1 +W2 M2) MAX OPENING W Of? 14/14-W2 MULL LENGTH ;070 moora cOr Wmir P0. eox f32 --- NOKOMIS, FL 34275 lam, F& 34274 Dram P.J.P. 4/28/0O SedmIlladO MULLS r - _ -- ivy' -' 7 � 0 w FOR DETERMINING MAX PLOWABLE DESIGN PRESSURE SEE TABLES ONPAGE &6 RA) MAX OPENING H OR H1 -I-H2 MULL LENGTH W OR W1 +KY2 +W3 M4) MAX OPENING W1 +W2 OR W2 W3 MULL LENGTH Hi rgamcr Etsvota en eel "ha efIe i TO BE USED Sga !V {71-1 PGT INDUSTRIES PRODUCTS oncipftit 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL — ADD 101/410N a'6 awe% Pb. X621 A t OYU VIP 710 AIW,L1 is Filk? .1 CA,___JaalPAY.Q.UgiztaL0- TML:g mu= It= 0 .11EL.L.UPEJO STAIMRE.21/.6 20211-BEY rtek_fit B.Q.M FOR MULL SIZE /WO QUANTITY OF ANCHOR'S REQUIRED SE SHEETS 5 & . FOR ANCHOR LOCATIONS SEE' SHEEP' 3 MAMMY ANCH•'S FOR MULL-TO-CUP IS THE &WE AS THE QUANTITY OF' ANCHORS FROM CLIP-10-OPENhVG. 2. REFERENCE TEST REPORT Pn.-2902, 2903 AND 2975 itydray.L. QUANTITY OF MCHORS SHOWN ARE FOR A PICTORIAL REPRESENrATION ONLY. FOR CORRECT QUANTIFY OF ANCHORS PLEASE REFER TO CHARTS AND FIND NE CORRECT MULL. SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPLIC4170N. —2 OR eJci- 7$1 •-•-=,•-•; 2° Q —o•—•••••••. 4 01 0 ti ••••••co•Pe.=•. mtiv. CP* • • • • .•, ■ • a • • LI - - • a '• t "• •1 'ill. • I - ".• V e, • . `-\ tom rratmatiza (INA P.O. sox 1529 NOKOMIS, FL 342M WOWS. FL 34274 __ • 0147; , 4 t:W. 6 17 r . '.'• a • -* . S • ' r L.;. tA_Pi CX;FF•3 , • 0 s- J::" - , 1 -;:r.',:,e - • C. Eir : b V•■■• A L t:J"(0 1,4 • a • . ' • c••• • •• • VNLYIPPIL I akkl SY: Ito 0,7 4 u r L 2 OR e-0 C9M71-1 SO.723 40 ray ,sw17.5. rim - 2h (VP kvre M 2221; aum r V28,100 - 4 NOTAVOI c 7 ado ( 1,-gA ir csomnv cxo PAMANS MST a ME ClaN .APPAWEIA RYE RVE pt ft= TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1 HEAW WALL MULLION & CUP INSTALLATION DEJA(L N:WV Na. 6621 PRommor Q3.67ar.:;mckCIalin t •••dezpr. V MCHCZ SHOWN .I' FOB A PICTORIAL REPRESENTATION ONLY FOR CORRECT GLANDTY or ANCHORS PLEASE REFER 7 CIARTS AP,ID WO THE COACT' Mal SIZE AND PRESSURE PEQ'D FOR YOUR SPECIFIC APPLICATION. A4fM. FROM £AlD.S (TYP) Wirt ..] IJP Y' BS +EM :? A_ C iOR _MAIMS arraatio Owl? # 1008 VIN. FROM ENDS (7W) £.11114MioN ?Ca { ` � A �p �M well MTE: PE Ma my , k, FROM ENO4 (IYP) ,t1A�!J APN.® 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Snu�tv 1070 wags. a. ?W* 5 343775 5 g MIN. FNOM , MIN, FROM ENDS (T j 1 ENDS (TYP) -1 r a — i -j 1-.--. a '. `01rFD 1 aji u' W/TA8s R Q :., ;if ; . °A -,,;.. i: OAlS FOUR (4 ANCHOR LOCATIQN$ DC1Ria'0 J am i 1099 Fit 5/3/04 Dr " P.J.P. 5/21/0 ANCHOR LOCATIONS 3 MIN. FROM ENDS (W) �.� 21. M s bi§t Azazolgasti Ie MU CLIP W,/TABS REMOVEQ EX7R Ofi ! g TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Itaartna NOTA770M 1" MULLION CLIP P.O. SOX MO moms, Fl. 34274 MULLS 1 3 °r 6 6621 T 7 14- p 1 . REFERENCE TEST REPORT P71.-2902, 2903 AND 2975 HEAVY WALL_ ;AILS M4T1.: 6063"T6 . / Ruben. MI 439712 S macterat TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS 5/3A34 MULLS — ADD NOTATTON c "" PALI? " V22/00 1" HEAVY WALL MULLION PROFILES • I x cy Presingt 6 6621 two Tecorzwer wit P.Q. a a I529 WOW, FL 34275 WOWS, FL 34214 tiOXIMICIASWEM4 reEVrOaatrbalb C3 Ci444.0 ali chg2.70m75 I A_Anobti* 4 , 16 gt1 @i) 7 05 , 00 110/1 110 12 1 „NiLt 170 170 170 170 170 170 170I70 170 170 170 170 170 170 170 170 170 170 170 a 170070 170 lioil,':* 111V0 ietin la4117o 4417() 14 170 1 n 1401170 134 1491170 134 1491170 1341170 l'' 170 1341j7 1491170 146 1341, .:,.r166 170147 no inie5 4 153 121 146 119 142 116 141 116041 92 I 92 76 70 64164 116141 118 1 1 2 76 76 63153 50 § 1451152 131 131 1271131 112 112 97 t97 1151116 ttt cisfljJ 1011107 90 04 100 84 ' 72172 80 ile 88168 93 I 93 77 77 85165 92192 76 76 83163 .66 7 86 66 um 65 65 50 58 56 mumuusi 64 . 54 N 60 38 1 a“ 48 48 38 I se 46 48 DISIEE11111 45 45 44 1 44 3 2132 6 j 3f 62625454 49 49454542424O4O3838EYEY13836 7; 6716T57 1 57 54 54 45 45 40 40 35 35 32 3000 28_ 27 26 24 r 113110EMERI 36 38 25 j 25 30 30 21 121 32 432 26 28: 18 118 26 i 26 16j16 26 128 24 I 24 22122 21421 20 120 19 119 21 1 21 ' 19 19 _ 18 1 18 17 / 17 ” 1 " 18 J 16 15 15 ' 1 :: - r 111 23123 19r19 17 1 17 15 15 1 " - 1 - 144 — 7. ' ' ) 166 111 c't 102 L 100 40 37 107 iOTE 1. MAXIMUM ALLOWABLE PRESSURE IN P$F. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 3. REFERENCE TEST REPORT F71-2902, 2903 AND 2975 1. Ruben L PE 4397 2 Structural rtz UAW Zullg(lUn -4 1L- anal [All r t17 -1 Opening Width MiII Length frz Vg4 Lr.lurd f Lath 1 _,OpLairigA ' Wieh J.P. attscitptim LeRESSURE CHARTS 1 HEAVY" WALL MULLION too nrchimpetvr &Or Re Mt 1529 WOW IL 34 wok% n. ,34274 pWM VAUD at alista=efeaa tks IN5rth Acaoptaan N rues TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS _ . _ - • ___, . _ • ."■; ,;) c., — - (---‘(-) fl r .• . • • ' • /‘). ,,RC . 1 1 }; ;,/ 1 6 r f, 1 • - ) 4 . 4: " A4 • - - • ? 643 2.4 rig 0a45. re* 1111101111101 11 Vs -tir.4 1701170. 1531170 • 1o4 V_9111 17( 170 0 et 120 0 0 SW 28 136 vete e tag *0 trke t 1 108 111 82162 1351970 "51 vi2 i 4,3 cia 3 4 -- c-T6 51- 1, . 'Act 1 21 ' 1,11,2 40 I 4 A 'T?) 4 7 Ti 1 7011 170 144 170 140 62 92 641 64 176 170 125 1 414 121 i 96 78 78 84i4 22 22 1 lin 144 fib 112 140 8761 47147 19 19 emalin V:63 in 1251170 12P165 11'14 IC& 1 1 118 sa 74174 60e0 42142 17 v iyali mon iTaii polio TZ`Te . 1g 170 1 S3 1 17 7 4 4: 57 167 4 54 37 137 1710 1 1311170 121 170 11711 1 MrtIj0 90 108 67 r 09 52162 60 50 34,34 34 24' 31 I ti 1131170 117 1 . # 68 11 "4 32 32 lid ITO 17347@ Int 170 151 17 1271170 116 1 :01 63 I 98 ass :41 30130 170 42 42 79 03 38 36 1111153236110 170 83 1 93 Mira) 54 561 11113E1101 CC. 78 1 87 62 62 103138 90 127 9S 116 4 43 1 4% V3 nt_) c2A er 1 1 21 15 i 15 4 4'1 ■ 1 1 116 , *2:If 111 61 1-61 110 1 4 1W1146 1051144 112 'kW 111 7;5 64 25 25 mama imunimennesuali MHO • c _ — U3 isvm, C (5} - 7 , • t' in icirk //Vat • - • , •.• ,- • ' 12;" • -- • c — — • 1,1 • 11:611S4 riv;4 i/Ci0 NU:3 F.,:J KiCT IM-as- • eb-5 ftf qv5 CS ti fo nra3 731 ?Si NOT: P.MXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT min AT A TIME SEE SHELi 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 2.ge..S' • .ollow.0111111•10 kottatri L ; • PE P- -2 &newel V14 f ra NemsemetkeelenelikeareeiviCeerien, li etucr aut zeietexia zogas -elegietrvaerattO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS PRESSURE CHARTS I HEIM' WALL MULLION t r . i _ , 98 x 7 1/V I - 4 1J ».t.. OH CENTER TYR MAX, HAD & SU. 5 1/2' SEALANT ON FRAME CORNER PAATL ( HERS U O14" u 5 1/2 95.754 7 IJ2" 13 A64X ON CENTER rep. Hob $11 ,1- XX l Robtrt L Clark, R. RV-139712 Structural 7 y/' 145 a TY. MAX 1 f /2° SEALANT ON FRAME CORNERS zt FOWL Ct9RVERS Le2,_L F'_ M!SSLE IMPACT DQ R.S g 1Gn GVE$ L WE gAfi : Ja) .45 LAM ; 475 P. S.F. —75 P.S.F. 34) .4O; LAO.: +4O P S. -60 0.S1. a.) MOORS: WX. 7 ;/2' FROM CORNERS (HEAD & SILL) mAx. 5 t /.2' FROM CORNERS ( kivr, $PACIrcQ Ar i-t&to & stet.: J,J.oaa MAX SPACNO SPA AT .f.mota IS -5€10 6.) No &worms REOuitOW 6.) REFEg F TEST fir; rit-224 r 74 old 1,cf .°��atiesss raL`�t o SEE s g r .7 t.,r Areeaeer }".4 mitia .40 : ;,, . ax Angvfar f• Spirt rsref SW&-- /0 t 1 070 T- hraolo gy Or. Nokomis. F3, 34275 French Door — X. XX MC)411JCT 013 �rdJk:D ,za t wdett ttus filork W titstOket Ccatk AMIllige* Eta Ma* Dade iftelfto CesaerA IVerAise PRODUCT RENEWED .tic: EVIANCf. 14n, a 0 4171 Muutit:7[srrf4' ° OM ZION Aunt) : MIX OilkittlOWWFAC INDUSTRIES ilrasinl • 97 Sfir SWEEF j FOR ANCHORS aziyiziart! fiderOci 2 .15Z2t.ZLAIZZVL.EgSddi irtafi= z4 V64 I Deem/ 49; A broits1 - COO d &Olt r 7070 Technology Dr. 34275 jpr reteersibrodlei 1 PoScril>notJ French Door — Elevations MI IMO: psi USTRI Rric,,A, SECT, Ckf iktER/R8 P z 1 1.489 F.- .250 1 6 1A4r 3.000 --.4 1 ROUGH OPENING 7 ? .75-p - 34Za5 AV F PAWL fp/ Ike rt (lark. P.E. r.E 059712 Strnturs1 ,.k . 750 14 gQ E& SECT'Pi . hack inky Peg: co 4.58 tCc.Y &ID e 'kg tea. PRODUCT RENEWED sa...cpririvcre Pd, C` I- 0 I 01. 04 t..ttP1tpait1N Vr„ Fa= VEMN tafaSIMBIC 01°=;, pi2livr ocK ,ASZ, 22224Lws( ASS r Robert L auk. tttze rJw sEr hnEC.S op/ mrtu. .3,116 4ti. Cr7f21.C474 J/14 AKA.' —1 • ...A...a p .p.,. L .250 -F MA.Z. SUJM .7.020 T. 4:09 orto jt SOO .aig.a c)14 --„qtEKT-1 iLs 'Z a3tat o t7 16 171 , :(3 8:49m, rj vi -V al eA wlearas4, 0 .0 al a1 :9eit 1 vgiuDucTREN& f rk: A rt:a. ri 2,2 zy Isiv= 1. Mali& (X IpCtm 0 ' 0 6 , lulp , ve=a reirmt M I A M I•QA�- BUiLDINC CODE COMPLIANCE OFFICE (3CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) . IIAMt -DADF COUNTY, FLORIDA METRO -DADC FLAGLER BUILDING 140 WEST FLAGLER STREET, SCITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2101 FAX (305) 375 -2908 PGT Indus fries P.O. Box 1529 Nakornlis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dadc County Product Control Division an Miami Dade County) and/or the AIU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforrn in the accepted manner, the manufacturer will incur the expense of such testing and the AJIJ 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 tree: 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: Se6c SWD -101 Outswing Ataurnrineum French Door - Impact APPROVAL at OCUME T: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami - Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IIMPACT if ATIINO: Large and Small lbtissite Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ";Lnless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has bccn 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. NSPECTtON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.F. NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12. 2002 rage 1 • 71.; Auto QTY. DESCRAPKOC1 WieooR so . r a zi roilf Cpi c:714 NAT JOB NAME: RESIDENCE 136 N.E. 91 ST. MIAMI, FL 33158 2005 • NOTE: MEAN ROOF HEIGHT : 1P -2" ROOF TYPE : 4:12 GROUND FLOOR u9 LEFT NOT PART OF THIS PERMIT Y MASTER BEDROOM BEDROOM CL CL BATH CL BEDROOM FOYER REAR 30'-3" A FRONT BATH CL NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT KITCHEN FAMILY ROOM LIVING ROOM 0 UTILITY 1 0 DINING RIGHT 2005 REVISION: 00 Cr) DATE: 09 /18/05 SCALE: 1/8" = 1' DWG.BY J.V.O. JOB #: 31 1 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. 3' - NOT PART OF THIS PERMIT 1 "X 2 -3%4" X 3/8" X 50-5/8 TUBE MULLION BY PGT. FRONT ELEVATION "A" M.O. 111" X 50 -5/8" (2) 55 -1/2" X 50- 5 /8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE : 4 +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S. GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LTTE: 1/8" H.S. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 2 -3/4" X 3/8" X 50 -5/8" ALUMINUM TUBE MULLION BY PGT N.O.A.: 04-0528.05 • FLCiii:)A ` 2005 REVISION: ■ DATE: 09/18/05 SCALE:1 /8" = 1' DWG.BY J.V.O. JOB #: 31 2 of 5 1 NOTE 1: \,TIN::2.0W FRAMES /M :L :ON AI\17I-IORAGE TO VAIN STRUCT'JRE SHALL BE -N ST: ?=CT _ACGO:1DA.ZCE WITH TEE UNIT'S NOTICE OF .ACCE TAiNCE -RE: ER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED W °T=. THEIR PRODUCTS CONTRCL R.C.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART CF THIS PERMIT. NOTE 3 : THE MAIN W1ND FORCE RES :ST NG SYSTEM OF THE STRUCTURE(I.E: WCOD,TV.ET_AL d`ZAM1NG AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. 4'— 1 "X 2 -3/4" X 3/8" 50 -5/8" "ALUMINUM TUBE MULLION BY PGT RIGHT EII V A 1 IO N "A" M.O. 111" X 50 -5/8" (2) 55 -1/2" X 50- 5 /8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDLNG WINDOW - IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE : 4 +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S. GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" H.S. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 2 -3/4" X 3/8" X 50 -5/8" ALUMINUM TUBE MULLION 3Y PGT N.O.A.: 04-0528.05 "C" 53 -1/8" X 38- 3 /8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS "B" M.O. 96" X 79 -3/4" (1)71 -3/4" X 79 -3/4 "(DOOR) , (2) 12 -1/8" X 79 -3/4" (SIDELI'IES) FD -101 OUTSWING ALUMINUM FRENCH DOOR W/ SIDELITE IMPACT N.O.A. : 02- 0927.13 ZONE 4: +52.2 -56.8 GLAZING: .402 LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" H.S.GLASS .090 DUPONT BUTACITE PVB OR SAFLEX/KEEPSAFE MAXIMUM IN'T'ERIOR LITE: 1/8" ANN.GLASS is • "D" 37" X 38- 3 /8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW -IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINAE ED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT 3U1'ACl'1i OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS 3 2005 RE WSIION: H L) u 1- E CIO 8 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE !N STRICT . \CCCRDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. N ' NOT PART OF THIS PERMIT REA "D" 37" X 38- 3 /8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW- IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 DUPONT BUTACTTE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS El4E7A f lON 71 -3/4" X 79 -3/4 "(NOMINAL) SWD -101 OUTSWING ALUMINUM FRENCH DOOR IMPACT N.O.A. 02-0701.12 ZONE 4: +52.2 -56.8 GLAZING: .401 LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 MONSANTO SAFLEX PVB OR DUPONT WITH BUTALTTE INTERLAYER. INTERIOR LITE: 1/8" ANN.GLASS 2007 REVfS ION: H 0 E DATE: 09/18/05 SCALE: 1 /8" = 1' DWG.BY J.V.O. JOB #: 31 4 of 5 5' -2" NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. / // 1 "X 2 -3/4" X 3/8" X 38- 3 /8 ALUMINUM TUBE MULLION BY PGT // LEFT ELEVATION "F" M.O. 106 -1/4" X 38 -3/8" (2) 53 -1/8" X 38- 3 /8 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE : 4 +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 2 -3/4" X 3/8" X 38 -3/8" ALUMINUM TUBE MULLION BY PGT N.O.A.: 04 -0528.05 1 "X 2 -3/4" X 3/8" X 38- 3 /8 ALUMINUM TUBE MULLION BY PGT NOT PART OF THIS PERMIT "G" 37" X 26 "(XO) "HS 710" ALUMINUM HORIZONTAL SLIDING WINDOW - IMPACT RESISTANT N.O.A.: 03- 0612.06 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 1/8" ANN. GLASS REVISION: DATE: 09/18/05 SCALE:1 /8" = 1' DWG.BY J.V.O. JOB #:31 5 of 5 1 RA I A M i'DADE ENTILDING CODE COMPLIANCE O1 llCE (BCCO) PRODUCT COMM. EDIVISION N TTC] OF ACCEPTANCE (NOM IPA 11 Itrtlaistries IP.QD. O4Da 11529 N tot o, FL 34274 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 he used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A1.1J). This NSDA shall a ?al be valid after ?Jr; expiration date stated below. The Miami -Dade County 'Product Control Vivisicn tin Miami Dade County) and/or the AEU (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 AIIJ may immediately revoke, modify, or suspend the use of such producct or material within their jurisdiction. BORA reserves the right to rev the this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to met the requirements of the applicable building code. This prct vt is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. D1ESCIZIPTICI1N: Seem FD - 101 Oartswing Murninurn French Door w/ Sidelites - Impact APPROVAL .1-• CUMENT: Drawing No. 972, titled "Aluminum French Door wl Sidelites ", sheets 1 through 8 of 8, prepexed by manufacturer, dated 7 - 12 - 99 and last revised on 01 -17 -03, signed and sealed by Robert L. Clark, P.B., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. mitSStI1LtE BMPACT RATTING: Lar and Small Missile 'Impact LA ►::IELIING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following g statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. R.EITZWAL of this NOA shall be ronnidered 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. TIERIZ IATllON of this NOA will occur after the expiration date or if there has been a revision or change in the rrateries, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produce, for sages, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. A➢DV> t4T1TS>E FJT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. ilf any portion of the NOA is displayed, then it shall be done in its entirety. iiJ I. 1 cTION: 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 NIA revLses a renews NOA €t M-0702.61 and, consists of this page 1 as well as approval document month red above. The sv';mittted documentation was reviewed by Ilshhno 1. Outride, P.E. MIAMI-DADE COUNTY, FLORIDA ■il. IRO-DADE FLAMER BUILDING 1441 WESTPLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0927.13 IEnpairatEee: 'Date: February 13, 2008 Approval a ate: February 13, 2003 Page 1 7 tr :g. Iii 91,740 MA4 A ,..)= ` [ :. ((a� 1� L "tea LF _e ,----- i V� ..ill :( --, -. � _ .. ( t 3E125 MAX A / 9 �' � 2 9 oxxQ 4.64 f4.= - ; 4V0 • C JS I ?'i 111 / , / I i I P II I 13'O F 1/4 To w� or 5 014 S:ir„va Raid _LAA � _ MIP4 li WF'ACT ail this t_ataile71. Yep & e;vttom. 9.) 611:6V63 OPfiONS: PEE sf r 3 FOR c.k.eiraV 2 – .42 OA) LililfIRATED (. /Yld NEAT STRafGTHEIVEO, O*1t ,f 3 – 7/1e LAMMED (3 /W NEAT SYRENGTNEWEE, .Ya OPst M 4 ° LAMOATE0 PM* T SYREMMESE6, .moo .�.) OLVGN P RESSU E fW t".SEE TABS MET 2) 3.) AN( 24011S: 00®t? e� MOV (OR JE S: 6.500 (rte a- S1L ) tYr':g. rtia^? COMM: 6.000 (.tW . ) �'.�'∎17. V.ACIAf0 Ar WAD SILL: 1..50,9 SFAOiNC AT CBS: 27.000 4.) U 4 WZ SHWYERS Nat MAO. :.) Ni ar - OCE: TEST RETORT: PTL 2067 a) d ATr YO ' 49:4 MOUND THE ;VAX COMM o PANEL COWER SW. -- ---- -- 38.425 MAX, 4�. - 4.c - 4,G0 - , 10a0 .Aar frill LAY ', AfWEI,I.E.0 .0E0 MEP LAY or HEAT STRERITHENED &ATP 1A , 3/1e ANNEALED MYER MYER W16 WO MENOTHEN ?a e r4Gr .5, 02 8'2004 1 0.0 gg I C.4.00 i'di`J:L 0. tiAorrt LOE14,P.E. 0.3P7 12 5teveaural r -457 C :TE.N 0 I 35.t0 c1e. 4.0 1076 TECHNC.Dt°r Mrt !locale, FL 34375 P.O. M Ian mum's, ts, Ft 3427t} 35.125 MAX ---- 2 LvtiliM hh 4.0--2- 4.ono OXQ 37,500 MAL - 4 u.� VIZE. — Cry r,".; 7/1299 NTS 9 r - 4.660 ,"' p,C/. - -- 4.000 4, F ff. p, F 7'O3 0 --AC9 0.0. 0II.S an.' tt C - , 6 * V 1 16 0 A, 8—PER LETXEP 8 17 O ELEVATIONS QXXQ OXO sheA 1 e 8 1 3. ALUMINUM FRENCH DOOR W/ SIDEL /TES PieMu ECG craving Mo. 972 Raw COMEMRATIVI ANALYSIS TAILS 1. • CLASS OPTION.' 3!le Heat Shen -thened .090 Inner La er 1/8" Annealed x' 2001 Wel 7.'12 9 9 0 Lain 8 17 0 DESIGN PRESSURE TABLES O t 'O & OXO ALUMINUM FRENCH DOOR W SIDELITES 1070 T7CHNOL0 Y NOMA, rt. M275 I.O. BOXtS20 MOMS, FL 34274 ScA4,41adth FO- 10P 71,750 -75.0 -75 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 28.000 71.750 30.000 71,750 33.000 71.750 71,750 -750 -75 0 75.0 i 75.0 -75.0 • Shislite whilst I 1 345.125 22.000 36.125 Max. Door Widths q � r x 1 .707; hl 77 5 1 4 'tuts j 74.7 ^ {' 73 3 Heights 81.750 1 87.750 191.750 95.750 tr._i 11,10 t 33.000 v7:sc0 { ) 75o _75 0__I 75.0 __.-- _________ ;,_. _ I -75.0 ` - -75.0 � -750 37: 75.0 75 0 1 75.0 t -7 = I w N 1 .I ..: 6J -- - - 75 v.• I.._..� -. i J.l. 75.0 75 0 750 75.0 75.0 -75.0 11 -75.0 , -75 0 - 75 0 -75.0 75..0 -750 75.0 • • tj 75.0 -75.0 mmrrF.rlrr CCMPARAYIV® ANALY iII1 TABLE 2. • StASSOP11014 2 311e'' Heat Stren• .090 Inner La er 1!8" Heat Siren hened m F 1 1 1C 20.13 �1 4f i . 6.;2� � ?7:J�j -- - .. ' _: 1 I - Ii.0 ? .,1 75 0 7 5.0 75.0 l }r I •T f� ry �1 75 f� � 177 F75 f: r fc.'L r I-' • y ` p r� f 0 J.`.l 'I J 1� {( 1 ,1! j i � X5.0 Y i l l tau ! ' - i . 5 M� I 75.3 -75.4. r • gar 7 i. 7 : U f I 75.0 7:3.0 i[ /5.3 2 j . 30 00 ( 7 °.Yc0 11 -55.0 I!� t:3. ! 754J_' ___ y _. .`� I rl • l'" � 0 !I •(- ) II �v' :) , -, -) r� -1'7.i 3 COMPARATIVII ANALYSIS -TAtINA 3 •OLASS'OPT1ON 3 3l46' Heat Stre thened .090 Inner La er 3/16" Annealed City, of Slats G I f�0Y1 D. O .%!a11f !'AISMN LCD -,i) i`r:Sf] TESif AsIlA 0LASSTMESAS 1 0 3. GE~NITR_&: OPEN1Kt; I VO HEIGHT u NOR E1EIGH - 10.x75" 0/0 %MT}- soEurr. Sl0EUTE 71IDTH - 2.750* 0/0 MT - PI EL PANEL C "11 }Y I - 12.5O° SId*Hte Width Max. Door. = Widths o 28 0"0 37.500 ?J.i2J 37;500 - -t b.O L 45 -0 - 5.'J II -d5.0 : r7j.0 75 0, 75.0 l! 75.0 J' (. A l- `.', !: . 1 a.� ' G ). ` II5. -( !ti n t .;i22..06 u L;.:`• .€ 0.9 `i E..7 1L- fi 1.4 : 0.0 it 67 f 05 7 It = 63.1 it ' .. 4 0 .,0C 7 D tI •75 0 , , :,ti L.... _ _ - :r D.0 . 70.0 _.j X 75.0 0 _ ? 2 ° _ _ =�� it3 _ 9---, I.- I60 � -7 °1 li 75.r� 1'.1 I � 1 .i i3 ; - _1 � 7 .° ms s . ' ' � " iS:r , �r , r 7 : ') 9 �l. �FJ.0 1- 45 .0 _�t_ ` 4'5.0 ' �( ;d.0 0 1 2 1 f 75.09 75 t3 75.E 75.0 ` - - _- = -I 75 J_( 75.0 75.0 -74.7 1 -72 79.11 .f, _ � l�. 7. " 72.6 y 8 • ! %i ? _, , L.- L .0 ' - 0 Ji, :'5 `� 1 ''0.4 1 i 's J/1U•' HEAT STREMKNED ir . F.- d911 INNER LAYER (SEE Nur* - 1 ,1 , .-- lizo ANR,v0 , .,. I 1 _71 i II . 11 , t 1 i, ' : •, ..r '1 ''. 1 1 ..:_•'-'.:,-;' <_." : . i i) • to GLA 0434 1.11LIMINATI2 3/10 MEAT STRENGTHENED AEI TIMER LAYER (SEE NOTE) C,WFAt,r3 -.,-.1 '-..... 1`,/ife HEAT ri -H 1----- v,rsys gimwsmtwEbt .z.P.t) I NR V',..?Vii (SE! F. ',!fx - 1 -4"-- - ,aza ric LI:i'f3 ( N=i3IT.,) 311 ° '` STN-:KaTHEN al --. -1 ,..,;,- 3/9C • P ',EAT STREttr,11-1Li":30 I 11;i7 1 - 3/1e HEAt MEW/1 3/itr NEAT STRMIHENt) W1' HEAT sutEM ei - , 3/16 HEAT sTRINGTHENti) • MO RIMER LAYIN (SEE NrIITE) '77 -1 , • ' ':'.'A M7 IAYM (M' MT IF . koo IP LAYER (SEE NOIE) .090 INNER LAVER (SEE NOTE) 3fir ANNEALP, g M-MOMENED thr HEAT STRO rl I ; F.K. Ptra7 F1( D.S. 1 17 03 g3Ear 9 9 •02 0 20 01 Dab.: 7 12 99 0 c is SMT C-A00 7'l DnxVion: GLAZING DETAILS 111ft ALUMINUM FRENCH DOOR W. SIDELITES Rat L Clark, P.E. PE #34712 Structuns1 1070 TECHNOLOGY OWg NUM% fl 34275 P.O. BOX - tan NOX0141S. FL 3427 FP- 101 8I»4ER LETTE7 8 17 Mangri,,I=mar3 0 62z3tr biro ,..aittW 4,o • LJ Cealtrtg @Ntfcl klissfizt King . 972 d REJ-LRENCE TEST REPOT: FTL-2067 (NVA:Li_60,11U.,76Q IO rrs NOTE: INNER LAM? MAY & MOM SMOTE P, CiR SAFLENAripsAFE kAgajg. Gg 41 k N .-9 C- 7/ • R 4 PDAFP,I-E4) " t , I • JELLL 4 ISER1428 I r- • , , • , it PETEPERCE TEST R , V.1# Y : FM— 2067 c`..4 HORIZOk9TA SECMN OZP ------- --- /.1.,(..'..`'- - ----,,' .. 4 ("'• ' .:- ,-) .1 i'' ,■ , i , I ■ : .' ; -if P \.,' . 1 i ,,,-.— c, . j ---- • Jr. r_ L 1 f . 759 (. , •-•, 1 - , ... :.) L---- L':,)ymp•-• 33 L. .f,TYV4 j1,1210 26sirt L thrN, PS. pe ‘,19712 Structured StlEtt 3 Mg MeMORS 100 11 OK" *NOMA FL 34,27S 5 .0. EV( 1$2ii Namur's, FL .14274 egl • P C", r 4.000 Trkr. SECTIONS AKOM'a .,‘ .. . ,... ,„.,,.. ',-- ..----- ,-,) ca> i /.47e , r 1.4:eg 1 l 7-- e ---t ' — — 1 -- i .nTmsk2 C,d3P (‘• b4 „It ' ) 4.506 ,,,f ----; V L 3.000 3. '70 • 17 I OA; vo.4 7 ALUMINUM FRENCH DOOR V/ SIDEL/TES setok.dat: Shaft efo Ar4 FD.--101 NTS 4 8 972 1 t - ,/ C, , .„,•,-/ ,,,,,, ,, -",-% '-",`' '+,7-c ;,,,,---' ::,../ , „., , „ z. . ,: ;,„ `••,' _,;";----,••• •—• -,,,,,,,,,,,. \'' ---- 2 ,- '-' 4-;' --' -.„--'" t • _ r_„---' , • 2 1; 7 „ ;- 1 • . ; • ; ,• , 7„7,f',`7,•? t e • rL V.i.; tri./L -#, " _ „.. •',._ • " 4 _ - . . , . . ,) • fi? )• It./._;,/ I / _ - if 5 • •••• on- ..1• ; • • • +- ,.• - - 1 :, ,•• - ', ‘-'-• 1.•'' ;,- •'- - r, ' '-------- - -- 1`,Yi: - • , : ::".;:i2 ,, 11 , f.7 . 1 - '; , :" . .... - -.-'.'•`,."-' 1 . - -': - "' 1, - - =;' - _ ,-- , -------..'- il -tif Lita.6 ,,- ,•-,-. i,,,..7.;,1J7sy'L 74.re,:, I ;• ,- - - 1. .',.?. 1.._.) _. ' ;i4P. 4.; — - 7 - 1;;;, , ,-. 47, ,, , , 5. - ta , ,. 7.7 . 77 ..A, „__,1 ct_ _____.,, •• ( •-:•,•, • ; ,....,,- - ,,----„; J ; ,A, --- 2 ', ____ _rt - , s , „1.,_ , ^ ' ^ - - . ,z.._-_,_-- _,-.-____:•_.--.._:,_- - ------- , i(„:, , , 4.... - - , :,...,-,,,,,,‘ , 2 tj,• .6. ,„,...,.. 1 - --- - ----(/ ,.. ,,,., ,,,.... , i ' ' -'' 0 ,f-t-'•4L.,,_ , _ — - - _ r, / t 4 • er _1(i• ref, _ . • - _ _ _ ?,•-• V /:A•4 .1"c `r 77 4 4.4 j A _ ' L " 'r;11:11P1 ' 1 ,' A*4 VEttp(4t 4 t2 1)3715 r. I t'dVTAY )-15•, „qr. . r • -; 1 TIVJ f r'<, I • p. — - „T- Y ti ,;;'••• 1 • r flat L RE. PE f.30712 Styucturol , i . 1. — .V.Jattarba .0_113;iNJWX 'ON mar..m.nouri " 4 : tgnPnr1116.11111% 10:12!,:legrESMEO 1070 "TECHNOLOGY MIME NOKOMIS, al 34775 P.O. 00X 1329 ttICKCI4IS, F 34274 4 , , - 'a LEF kW , 19 - g ra VOW Jura WM' .: 60 ••1;t' . 'f_11 ,04 CIF .., r.• . ' i It i t51,4';', _ + wa i_fxr 4 • / — au psra fa Vor_arourn liva6v Lair - • - ALUMINUM FRENCH DOOR W SIDELITES Pg E) 5 of 8 972 Serile0Motitst: F0-101 NTS 1.1 • A • 20/01 F. • 1 / 0--NO CMG THIS SHT 0 9 02 C --Al20 16t GLASS 6-PER LETTER 8/17/01 T - ;;,..z,,_4,i, _ -.:. : --- ., -r ' ' - ' ` .• .6- 4 ,, __,s,_ 1 ,filz" .':VL'1:-..fi' Y' Ak.',:akrairrairk.')41.-1 6, __-_-- - .---i--0.,- it'W tate.Pfq _ kuliteegfgafe iffr-wpr La _ --- — kor VtF,t; z o) - -11 11 • • 'V # gfY UM; CITeS IN EMACSETS ARE FCR CVO COMFICLOATD 2. REFERME TEST OISPORT: Fa— 20 OP araffn Da* O.B. 7/ P 2/99 urserwo. BILL OF MATERIALS Pf2 EnKTfagnckl_.3 E/c C31:eL73 6 G‘t 4-,f1T) 1.150 /-•• MOP PANEL HEAD Se SILL 30V—T5 ALUM. e 1 .250 • WEATHER STRIP CHANNEL 606'3—T5 ALUM. P.620 HINOE EXTRUSION kZ,V 600—T5 ALUM. „.;N DOOR PANEL ..,AUB eOkj ALUM. —1 .750 e muss CLAMP fl WO-45 aim. O DO? PAM. INTERIOP ASTRAGAL 6C63-15 ALUM. Q FAME' HEAD 606J ALUM, 4,675 {bort L Clark, P.E. #39712 Stratum; 3 75 1070 TECHNOLOGY OWE MOUS, n .14275 00X 1.529 Karon. R.. ,14274 00f? PAM, EXTFIVOR ASTRAGAL .00$:3—T3 ALUM. .5.600 4. O) .05a .46.9 OUTSWING TIMESHOLD 6063-73 ALUM RENsd fly/ Wier F. ! 1 17 03 0—M0 CM 1710 SHT F.K. ?:/9/02 C—NEW swr lfewit ' DV* F.K. 9/9/02 5.= .450 FRAIWE JAW 6063—T5 AUX% EXTRUSIONS PROFILES DOORS : - 2 , Z . 744 624, " C ca p ,or ALUMINUM FRENCH DOOR HI SIDELITES (A" .on r_Th 1907U NAIL : 3063-T5 ALUM. SIDEL1TE 'AMR ADAPTER 6063-T5 ALUM, NE:40R 6C:4eZ ALLia 075 mEtar, tywo GO T MUM Mg o cb,e4 t?Ie17.). azfm4,, -41,10rw,e ocLi.(-1,A4c74 ••. (,3 — . 0. ..A.• • • , • • • „ . n 0 • 1 ---- 1 y•;-1Fa.,7k AA..thz yo HL 3 ■; ,, 1, ,,,----- ..; a•(4. ij ((i I. tttOD ) ( : i 1 .:(( , ' S • e % 2 ._ - I 1 • L (f:',` , - ' -----(- (), J 1 A • • .06 - ••;! cr • • '0 ",k •7--"A ", A k 2.1r, jP SILL Jaff,p_SILL (S a MOTE 2) P t 11,A7M (1 /- 2Lf S A.;) tf.,•.":4("A'T <>3 TE ( I - ; I ( I • 11 it , a i (IT WAD I • ' 11 . • '. • Harg, JA ( y g FIATHEAD (""E' 1'37'2" 3 GM MIEET JIM PACA1 r ( — • • • 1 . 1 ••"•••• ^O 0. 1.7 .. P 11 ,••!"?.? /7 1""1.4"' 4 - a Rttvi • PC; OP71? 9 n 17,701 C1. . • • • 4 .. c c, :k) • • . # • ' ....••• ,..,..., ,. . 4 • 44 ,, '. , rcno Nair 7) fain' HEAD TYP-. SiKLITZ, SP11,4 NOTES: 1. U LY =KV APPRI IVO LC til7 VAPCONS, MS`rAMAYION ri) MaINEEN.'». SEPAMUY Y MLOW.0 OFFIPXL. 3. VS TALLIMON OF ?s1 MOD EU= M SIZSmir O amwawa) SEPARITELY. 1070 TECHNOLOGY MIA NOKOMIS, FL 34D P.O. EX)X 1029 ,!:qn, FL &Ntc,Mads,..."4 — 7 1 NTS TYPO SIDELHE SiLL She* 8 ai 8 frP. SIDEurf,_w_AL 2g t>009 LI= (`St 2) fb 972 014 Pm,a14,7s mb, t`,Sse.r ? > - /V Pr tI,1racv ANCHQ AGE Ovb: 7 12 0 9 V - 5t1= 1 .: ct / 1 7 03 0—NO CFX wits ST P&'02 0777=13 CCM) CM=1, 7 41117 TIC ANUS Ivt 14 NA NO2-`, h&as iasuoz1 eae_er the appliozble roles and rezoktions governing thz uzz of commotion materials. enonramtoz2 cnimad has bz vierl by Miarni-D22 County Product Control Division wad accepted .,.! Bo:27d of no= uld Apwas ORA) 0. b used in Miami Date County and Miler =as where allowed by :act y Inrir-4ction (AEU). 7:4s NOP. shdl Eat b vniki aftzer the C71.pirE2f &re anted Mow. Th Mii-Dorttie County Product Control :.7.722on T.2:2463 cy) crew Cifa ANS =s2e other thme IVEnenli Dade Coy) reserve the tight to -7rz esis iptchk_et =weal tested for qu...ny Postman= parrposet lf thig prodect or =Aerial foils to pcdorm in r‘oce nranfactmer t72.1 inrarr the cEpense of such =din v the ART may immediately ; modify, or mr7:nd tte me of 1=.11 product or zrzterial wiu; their jurisdiction. %ORA reserves the right =the rLrin -- if it is deterrmkerl by IY:Lnai-DErle Ccupoty Product Control !Division. that this product or f Jag to nt= t-3 requimannto of tke cpplicatee building code. L`M.17 212 COUNTY, !FLORIDA IVIZIW-DADE FLAMER BUILDING la) 'mar D'LASGI2 T=f, suns 103 FIMIDA 33130-1553 (?I5) 375-2901 FAX (305) 375-2903 ' 7 rvzo cad has been ez2igned. to comply wi the lErid a uilding Code, tit Ea5h Veogity EitariCZIO Z. 71 Zazdnzratl 017111ms 7,111:ftdow . _77 DIIIVAIV N.412. Rittexi "Aluminum anizontal Sliding Window", sheets 1 =21 6 by 731' latiortea3„ flata MEM, with revioion$ 12129/33 iurs d 2e,nkx3. by Rob= L. PE• Vamrci-Dr_lz County i?Ez. Control nevi smrop with the Notice of Accepts= azon dc2.3 by )rLe aunty Product Control Division. 7-.V2).L07. I ILLIrg.). 721'1 217:'n1 Pii.17.1- In:T=1 :=1,1 stA I= a 1 -00: 4164.01001t win the manufnctan name or lOgo, city, sWe and Coznty Pforit. Control Apploved", micas otherwise noted h.erti& OA be conziewal anEo rezzval cppliaztion has been filed OrA d there has been no az lz.V2323 code ne-j=ively °reacting aha pea-formizczt of eds pedalo e en VOA vs1111 os= eter tale env/radon 628C or if tlt= hr ben a revision or change in the rc:_e„ a7,Vor it • of tbe rrettet roc= Mist= of this NOA 3 40 endarsentent of any ft: rtg-r o !my othir pr_iripm shall tmemintically termlinte thie NOA. Failure to comply c MCA aunt be czure for taMiranth122 1 of NOA. Th NOA number Fecell by et?. wcceds Miami-Dade Ccrenty, Florida, and followed by ell7;2-Zza d y b ti*yd HvIrtirizz literature. Ilf may portion of the NOA displayed, then it shall erenty. -7.=-T,CITANg A copy of Ain entire ?OA than providvito the usz by the ntanufacturer or its distributors r EIVCI f in at ate jcb tft3 tat the mrisoet of the BuildFizz Official ik73A 0 G'1,11SZ2 timi 7-2021 =MI evielmce page E-1 and E-2, ES well as - above. • • . 2'L wrz 11Wii by Ti Tizmcm, 11 NOA 03-4151215 Elz(tirness Date: kilny 11107 ALoymvo2 itEn/217 ZMul Iftst 1 s: P.A.C1211.0M75. _ . c. ni tigepasicto tto fi`. , usgr act, u 1 E PAN t4S lth VigYTTY1F .bC0 PHIL r O SWEEP LATCH P1066 at . , ,k..is - Rwsvz Ult. - A-Asi— - ...--..251 _____ ? li.t.k3 r.., A g irMINNI — 1 7 . of , . a • ... .,... > 4 „.. : i.: .. i _.,, P. 1 . ri 62,09 , "FAI}I.,MSTRIP Ii..zrP 4:3 • 1 I G t'D ,.. 16 I .Q. C.-0_cii-___- WSP , 7 g • ' .3 MC< IT A r '' Kg .:TRENGIHEN ED LE:IX 746 PL? ,iTS ■TP -247 tit sc revv LiLfitWTS 4 vhon utinl S=aoc, •tch.. 1P� Etirmarlyr PZ013/ 1 1 1. ?CM cn43-vnt rr tg. ri 12 if he Itt > 42' 1, 01..I OPTYCI;;IS: A. 5/1 (.350) U MATED CONSISTING OF AN .M-0 PW) NNETt IJYFR OF DUPO :T UV,CET QT F.71,FLE'... BET..2t7:1 (2) Uri ES OF 1/0' i's.NNE1113 LAS5. 5/1 ( I „".'..'.;: (C csmo OF NI .1 Po wHEN Livei-i:T1 OF Eur M'Afai on 5L..E Lv'nti F4E (2) LT; or 1 for' t ',EAT STRENGIWN ED GLASS. 13/10 L I.G. GLASS CONSISTINC; OF: 1/S. HEAT STRENGTHERM CLASS, 3/b i`OR FPACE :D 5/18" TiO CL THE 5/ IJ COMPONENT cos, OF AR •0i;0 FM LAYER OF DLIPOtC1 Ort SAFLEN/NEEPSAFE Lard BETWEEN (1) UTE 07 1/(3' PIVALED GUS'S MD (1) LITE HEAT STRENCTKZNED CLASS. D. 13/16' LAO I.G. GLASS CONSISTING OF; /a. HEAT STRENGTHEKED GLASS, 3/G" P-IR SPACE D 5/18 LAt-`4NA1ED GLASS. THE 5/16 LAMINATED CO:2.PONa3T OO,N.313TS OF AN •0 PV LAYF_R OF DUPONT OR SAFLEVNEEPSAFE tLJ 5FTWEEN (2) UTES OF 1/8 HEAT S'IRDMVILE)ED GLSS. 2. CONFIGURATIONS: X0 or O 3. N..S47 FRESSURE RATING: SEE MUM 1-3 ON SH ET 2 58 1/4" MAX FIXED UTE DAYLLViT OPENING Q •-• 5/3 MAX DAYUGKI (pa.= 74 MAX WIDTH :. 5/8° — CPENING 11 7" MAX VENT DAY1.10-Cr OPENING — r _ I F -- 1 77 ----- 8" LAX I SEE tk!,C1TE 4 ON LET1NC R AN cHcnT,r: Ft,5\s/g1 QN / vor ;:er 4. AN CHU)) CE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS hFJJLL MAX e FROM CORNEF. 1 ttc 8' ON EAC'r SCE OF MEETING 5' SPACINf.',. FRU C VAX. 12 1/2° SPACING. 5. SHUTTE.': REQUIREMENT: NO SHUTTERS KO' D. 6. REF. I 1 1070 TeV-S. w fl. 34471 C 1 Ornicii.-4?: TC 1 2 1 4 frc I.- IY-; _______ U r Rt:; tic.-.10r, b.' rc;.3 & wv OR EQUIV. OW C lqi RAS. r3-iLLGEL lr LIM (r/r TiS77 f$ RA1 P SHT 5. CENT • OX ELEVATION I& 8.0.M. (LG. -.,-frisstLF- ALUMINUM FORIZONTAL SLIDING Wiik.100 1 2 .117.7 1- - - 3 rc. roll c-t- G4 Ira TV /Fri ADO 120-132 Arj of CASI 1FGT.2H-. 4> iTs ran- p<zyl !I.:40 37 1 1 r _ I - .• • Z" ' • • - 31177 " . ' • 71" I IC ANICI.2t (Lis TYPES A &C A 6116"1/,.; (11E7 Nil :E.':.LED, FAN) 12v rS/41 ,• r. 13/1V LAM! 1.G. - 1131-TAT STRENGTHENED, VD' SPACE, 5118 LAMI (1/}EAT STRENGHTENED, .093 PV. 1/8PANNEALED) : .. .., C.' *,.. .'-:"' • ="• ' ,..• , ' .- 7.. - -- .. , ‘,1 . , , • . • . , ......,,,.....r, • . - .: . - .. 1 .... • ' i. .. , .c•r..---‘2,.,..4-- • , e - v : ■ .,...1 •3... .• • • ... ...:•7. • 17 -...,. • ..1 --d. : ..,... 4 • ---• i .1 r--4,4 - .rr..-171:7r. , 4 - n, -4., -0.2-72:• 4.r,..--er - .44,41...t•-•. 4 .1 • . , ItrilazDOkat if • • aelt..1. • 444 • ^ . • 000 o6.7 68 7 B8 7 88,7 1 ranr.:•• e3.7 I -(5.0 f2:-., -,1 1; mttl 1 !` . 74 ' •P 5,0 E8.7 1 -75.0 tit3.7 -7 0 ' i-4 1 -, 5.0 66./ 1=ir 58.0 ... ••.---.„. -, 5.0 i 5 .5 - • . -ct- .7 1 -750 • or.). ( • - 7 - 3,1 81.8 --el - 55.0 -55.0 54.2 • 7 -7tr.0 613 7 -75 0 (k4:7Eir 7 k 0 414.0 51 3 -04 6 -51 43 a 0 4 2 tt 0 )3 0 45 1 -46.3 39.1 -44 2 A. -37.4 ,3•Q -45.1 -422 -41.0 44.3 43.7 -43 7 43.2 / 0 6 40.0 Th vviDTHS ' . 28.W0 - 0 ,Li-Q.:sib 44.0ou i -•. -.. 0 ,-,.- 1 9.0174:1 - tt-rt• - . .,..A.4- i : ,,,,...... 11 '14" -. 6 . 6 63.7 66 58.2 - r‘eir' =----- 617.371 -7 -097,r - 44.2 • 4I 7 , .X11 liZOMPARA.TiVE ANALYSiS 2. LASS TYPES B 5/W LAMNATED (1/8' HEAT STRENGTHENED, .on W V e, I HEAT STRENGTHENED) D 11 LANAI 1 G - 1 /THEM STRENGTHENED, ;3/3" 5/16 LMA IIIITHEAT STRENGTHENED, .02,o pv13, 1/HEAT STRENGTHENED) 10TH • J1k,, 00 4EtV AI - Woo - 6 - W2 6 - 6taIa) i GO Ora5 ------ 1.1 - ----- 6'.'31:1O - - i V:4S ----'S6• -----------,- --' "------.-..- 7 : - .-17.....----: - - .- • -------- 3,6.3r5 W*.17.3:1-*: --. '"G'" -- , '''' -.. '7. ,G,..::::,..A.- '..------` ....' ..-1'7 - --- -,..r. --:',..,<- , C-- -, -,1 - 7-.F ,,,,..: 7..r. '- ..■ 2 . 00 nrrryb.0 e !-7J .0 637'. .. 7 -75.0 6, .7 -7 . 6.0 11 et3.71 -?6.0 I €,- 7 7 - 6.0 1 6 -75.0 j 0.7;1 7 5.O ,, 1 ,37 . MO EIS1 . i 0 ira. 7 I 6 M. t' 6 0 'er7 .----= -1 --- .1 1 I 6 -- --7 , ,:;. 0 Cra,7 -76.0 _ _ 1_ - et4 .7 i 6.0 .'i j -M.0 `--- rt .7i i i ,2J 7 1 -F4,0 i. --- --- -- - -- --, ,-;-„------,-- --,----), - ---'-:.7-;',i •7•-•:•• i • . „._,, .,; - _ 1 .15.0 i e3.7 1 -7 i.k1 1 er•ta .7 1 -'4 5 .0 C,:j. - i I - i 5.0_1 i eb.0 tAlialif.0 U.'i? -75.0 - C18.7 -75.0 0.7 :15.0 ucill -75 ' I -7o.0 eo.7 -7 '6.rf 6.3.7 -76.0 66.7 I -76.01 63.000 i 66.7T - Ths.O1.1 f -76.0 P.i -75.0 03.7 -75,0 e3 fl i o -75.0 7-= - lizi77 -1 75.0 -' 7 -75.0 e-1. ____ ...I.,.---7--7 --- . 11 „ : : ,- - : - .•; , ; --r---;.-- -- i _ - 7 -76-75.0 r4.7 - ' - - -c i'...1.0 - ; eS,7 ....___ -73.0 -.0 7 .7 0 C E;3.0 ezi.i - j C'. _{ -7 0 '1 7 F 0 F:.'; 7 - , ±,r .0 l' E`; • 'i . t',3.7 , \ ;, 7 7 :4 Ci i 7 •- , ,t 2_ _. _ _._ -..._ _h____ ' .__, ',:) . t t !', 76,GaJ - - -- i5k 4ai j -7 J. -7 .0 Ea i -it L L...4 -i i - A.i i -- 't ,,.4. t -. e... ,,,./ , - . : 7, .,----.)- - _-. ,,,, 11 r 1 - -" --- -=.-.„ --- -7 - ,-., ..,.--- I ___-_-_--;,---, _„,_,.__--...,-,..-..,- - ----,--,-, - liPJTh 07.c310■1 E.op,os GLASS TAE E C(.)ti;TY). 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