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550 NE 96 St (6)BUILDING CODE COMPLIANCE OFF) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTAN Gopi Glass Sales & Services Corp. 7450 NW 41' Strcct Miami, FL 33166 SCOPE: This NOA is bcing issucd undcr thc 3pplicablc rules and rcgulations governing the usc construction materials. The documentation submitted has bc cn rcvicwcd by Miami -Dadc County Product Control Division and accepted by the Board of Rules and Appeals (130RA) to be used in Miami Dade County and other arcas where allowed by the Authority !laving Jurisdiction (AI -IJ). This NOA shall not be valid after the cxpiration date statcd below. The Miami -Dadc County Product Control Division (in Miami Dade County) lnd/or the A1-IJ (in arcas other than Miami Dadc County) reserve the right D havc this product or matcrial tested for quality assurance purposes. if this product or matcrial fails to perforni i r thc accepted manner, the manufacturer will incur the expense of such testing and thc Al.1J may immediatcl revoke, modify, or suspcnd the usc of such product or matcrial within their jurisdiction. BORA reserves thc rigl:t to revoke this acceptance, if it is determined by Miami -Dadc County Product Control Division that this product or matcrial fails to meet thc requirements of thc applicable building code. This product is approved as dcscriL hcrcin, and has bccn dcsigncd to comply with thc )High Vcicci(y Idurricanc Zonc of thc Florida Building Codc. D ESCRIPTION: Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W97 -11, titicd "Gopi Picturc Windows ", sheets 1 through 4 of 4, prcparcd by M Farooq Corporation, datcd 06 -24 -97 with rcvision 13 dated 06 /07/02, signed and scalcd by l•lumayoun Farooq, P.C., bearing t is Miami-Dade County Product Control Rcvision stamp with thc Notice of Acceptance number and Expiration datc by the Miami-Dade County Product Control Division. MISSILE RATING: None •• LABELING: Each unit shall bear a permancntIabcl with the manufac(urer's.namc or logo, city, state. and following statement: "Miami -Dads County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall b: considcrcd allcr a renewal application has been filed and there has bccn no • change in the applicablc negatively affecting tl)c.per.fonnancefof.this product. '1CRIVI INATION of 11115 N0A ..1 o w'1(' e cu .. Y rifler p . •• the ex iratigi3 dale or•�i f lhcrc :hr. s bccn a revision or changc.in the • • • materials; use, atldUor manufactut' ' oftlic.'Product or procc5s.• NOA as an endurscmcn( of any product, for sales; advertising or ny oth i`lpurposcs shall: autotn:itically tcrminatc.thts_NCA. Fat urc to comp with any section of this NOA sh ll be cause for termination and removal of NOA. ADVERTISEMENT: The NO numbcr preceded by thc words Miaini -Dadc County. Florida, and followed by the cxpiration dale may be displ ycd in advertising literature. if any portion of the NOA is displaycd, then it shall bc done in its entirety. .• INSPECTION: A copy of this and shall be available for inspcc This NOA revises and renews mentioned abovc. The submitted documentation'4as rcvicwcd by Manuel Perez, P.E. E (UCCO) (NOA) ; ntirc NOA shall bc provided to the uscr by the manufi cturcr or its distributors ion at thc job site at thc request of the Building Official. OA # 99- 0629.01 and, consists of this page 1 as well as approval document APPROVED Expiration Date: APPROVAL PERTAINS TO GENERAL DESIGN Approval Date: FEATURES ONLY AND DOES NOT CDt'Ea A COMPLETE CHECK ON DIMENSIONS R QUANTITIES. BY: Agg DATE: 7 MIAP11 -anal: COUNTY, FLORIDA METRO -DADE I I.AGLER WILDING 140 N%'ES•I FLAGLE It STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375-2908 NOA No 02 -0613.01 September 26, 2007 September 26, 2002 Page 1 f ' IC 1 .41 OR T.PCOM t 6' rAC? ENDS & 12' MC T•R 10 SMS OR 3/16'.2 -1 /4' 7APC0M 2 6• r 024 ENDS a 12' C.C. t YP. • 1 9T OR 2 BY *000 BUCK GLASS AS PER TABLE 2/1V-ANNEALED 1/4• - ANNEALED 7116' - TEMPERED ;•1/ •• wax. SHIMS 1 BY 00 2 9T w000 BUCK INSIDE GLAZED WINDOW DAJ' E COUNTY APPROVED RUWON 61 $JULUON ANCI.ORS 1 10 S.R.S. 0 12 0.C. t0 -S — 7/16'.2 -t TAPCDM 6' ENDS a 12' C TIP .a • 3/16•.2 -1/4' TAPCON 0 6' r'90M ENDS a 12 0.C. I TP, 1/4' SHIM MAT. 1 BY OR 2 9, Y w000 BUCK • •1••• MAX. SHIMS OUTSIDE GLAZED WINDOW nAm.mwnulsammm► GLASS AS PER TABLE 2/16'-ANNEALED 1 /4' - ANNEALED 0/I6•- TEMPE0ED 10 SMS 02 —3/16'•2-1/4* T APCDM t 6' rRDM ENDS a 12' 0.0 7rP. B'.:CKS LO:CS II:PCS_D BY CLy; : :C SYST =1.1 AND - BENS: ER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS TO :.ND 12 SPACING. FOR .1 BY BUCKS 3/16 TAPCONS ONLY. ■OR 2 BY BUCKS i 10 SMS WITH 3/4 _ 3/16 TAPC.NS WITH L I 10 S.U.S. 0 12 0.C. DADS COUNTY - APPRCrCO uALUON k IUWON ANCHORS BE AT 6 FROM CORNERS 1 -1/4 L4ASONRY EMBEDMENT WOOD EMBED' ENT 1 WOOD EMBEDMENT PRODUCT REVISED E1.y. 09. •UMATOUM r.WC STRu Tu0zs R.L PE 1 16:57 .+1212 [be florMr Cede 02- 0613.01 f 0 0 0 L) dr0'.nq no. W97 -1 1 ti• ' I 062 _'_ 328 G. + 1 128 .062 FRAME I WINDOW 6063 -T5 SOO .500 J .062 GLAZING STOP 6063 -T5 • 1675 1 r 062 TYP II .812 FRAME O.G.' WINDOW 6063 -T5 A OR 8 Dix 1 1 1 1 1 I i :_. ,•. 1 I 1 1 -- -t. - - _ --'. --- --' .' • I / /1 1 t I I 1 I L TTP A OR B Olx 2. 3. TYPICAL ELEVATIONS AVC. SPACING TYPICAL USE • IMPACT RESISTANT SHUTTERS AS REQUIRED BY SFBC. NOTES t. Tw6 PRODJCT 1S OCSICNED TO COwPLY WTT11 THE N104 VELOCITY HURRICANE ZONE OF THE 2001 RORIW. BUILD NC COOS A4_50 TOR WINO LOADS AS PER ASCE 7 USING C:%RRCSPONOINC LOAO5. W000 BUCKS BY oi1+E,'t5. ',LIST BE A? CHOREO PROPERLY TO TRANSCER LOADS TO THE STTtuC7URE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON °ETNLS. ANCHOR E',BEDI TO BASE 1•ATERUI SHALL BE BEYOND WAi DRESSING OR STUCCO. A OR B C .'t A OP B DIN. PRODuc T R.E flSED with 0* Florida Ca• Aorry Fa. O?- of /3.0 / Ensr. I • OR B 4 / �• DIN. � /> j :: //• . 1� A OR 8 D OP. H' /',= UUN FAR0:.0 SrFULTJRES rA PC l 16507 7002 T i_______7.7.:__ A DR B DIN . • OR B Dtx SINGLE LITE PICTURE WINDOWS ALLOWABLE L0AD5 FOR AL1%RNATE SHAPES AS SHOWN ABovE CAN OE VERIFIED BY INSCRIBING PICTURE W1NOOW SHAPE WITHIN SOUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND DETAINING ALLOw:.BLE LOADS F'ROu THOSE SHAPES, PROVIDED PERIUETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. c > ett to • 2 W97 -11 Sneet 1 of 4 DESIGN LOAD CAPACITY - i . ..::r ..., ... : ;,PCO \Sj WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16 - TEMPERED A/9 1 4/B ExT. c -) INT. ( -) ExT. ( -) I INT ( -) ExT. c -) INT. ( -) 24 36" 48- 60" -4 62.1 62.1 55.6 55 5 j 110 0 140 0 62.1 62.1 94.2 9 110.0 139.0 62.0 62.0 53.7 83.7 1)0.0 1 123.6 57.2 57.2 78.5 78 5 110.0 1 15. 24 36" 48" 60 36- 62.1 52.1 94.2 9 110.0 [ 139.0 41 41 63.8 63.5 100.3 9.3.3 41 41 62.9 62.S 98.8 93.3 39.2 39.2 49.8 49.8 88.3 88.3 24- 36 ag 60" 48- 62.0 62.0 83.7 83.7 110.0 123.6 61.4 414 62.9 62.9 58.8 93.3 31.0 31.0 47.8 47.8 75.2 70.0 - - 42.1 42.1 75.2 `, 70.0 24 36 48 60 60 57.2 57.2' 78.5 78.5 110.0 115.8 39.2 39.2 4 9.5 4 9 . 8 88.3 88.3 - - 42 42 75.2 70.0 - - 38.1 38.1 60.2 56.0 24 36 48' 60' _ 72 52.2 52.2 75.3 75.3 110.0 111.2 30.0 30.0 39.8 39.8 82. 82.4 - - 3 34.3 69.5 69.5 - - - - 60.2 56.0 24" 36 .4;.48 60 $4 - 49.2 4 9. 2 72.2 72.2 108.1 108.1 - - 34.5 34.5 78.5 78.6 - - - - 64. 6 - - - - - - 24 36 v8" 60 - 96 46.6 46. 68.6 68.6 105.9 105.9 - - 31.4 31.4 76.0 76.0 - - - - 61.8 61.8 - - - - - - 24 35 48 60 - 108' 4 5 . 3 45.3 66.1 66.1 104.3 104.3 - - - • - 74.1 74.1 - - - - - - - • - - - - - 24- 36" 48 - 60 120 - - 51.6 51.6 103.0 103.0 - - - 72.7 72.7 - _ - - - - - - - 1 - - - - WINDOW DIMS. A /B A/ 19 - 26-1/2" 37 53 -1/8' 26" 19 -1/8 26-1/2 37 53 -1 /8 38-3/8 19 -1/8 26-1/2 37' 53-1/8' 19 -1/8 - 4 26-1/2 37 53-1 /8 50 - 5/8 - 63 19 -1/8 26-1 /2 37 53 -1 /8 74 -1/4' DESIGN LOAD CAPACITY - ?SF (3/16" TAPCO:.S) 3/16" - ANNEALED 1/4 - ANNEALED EXT. C -) 77.9 57.3 57.3 56.4 77.7 77.7 56.2 56.2 40.3 4 0.3 38.8 36.8 54.8 54.8 90.7 67.6 56.2 40.3 29.4 INT. C -) EXT. C -) INT. ( -) 77.9 57.3 57.3 56.4 76.7 56.2 40.3 29.4 68.8 68.8 45.5 46.8 36.6 36.6 67.0 67.0 41.7 4.1.7 28.6 28.6 120.0 120.0 88.3 88.3 104.9 86.6 88.3 88.3 86.6 62.0 62.0 72.0 72.0 97.1 77.0 58.8 45.3 92.9 69.5 69.5 45.9 45.9 90.4 59. 37.5 3/16 - TEMPERED EXT. ( - ) INT. ( - 1 110.0 153.9 110.0 110.0 76.7 110 0 138.5 129.2 113.3 104.9 110.0 154.9 110.0 126.8 97.6 90.8 97.1 110.0 143.4 77.0 110.0 1 1 3.7 58.8 94.7 90.8 45.3 71.3 66.4 92.9 110.0 137.1 40.2 40.2 67.9 63.2 90.4 59.7 37.5 106.3 106.3 85.1 85.1 110.0 102.2 80.1 133.5 102.2 80.1 65.2 63.2 ErK/. OR. c. STRUCTURES Gam, PE j 16337 J 0 0 W 0 0 0 O v 0 J so. 5 M1 � 0 0 ) 2 5 s t Orow[19 no W97 -1 1 WINDOW DIMS. A/B A/2 ;9 -1/8 26-1/2' 37 53-1/8 9-1/8 26-1/2 37 53- 1/8 19 -1/8 26-1/2 37 53-1/5" 19 -1/8' 26 1/2 37 53-1/8 - 19-1/5 26 -1/2 37 53-1/8" 26 35-3/8' 50 -5/8 63 74 -1/4' BASED ON HE 0 TEST SIZE - 37 -1 /4" X TEST LOADS - -60.0. - DESIGN LOADS - «40.0. WATER INFILTRATION TE$T TESTED CLASS = 3/16" 0 TEST SIZE • 51" x 74- TEST LOADS - -68.0. - 0,E-SI' N LOA05 - -45.0. WATER INFILTRATION TEST TESTED CLASS - 1/4" - DESIGN LOAD CAP AC.: i : - : _.: _ S`.fS) 3/16" - ANNEALED E'xT. ( -) INT. ( - 2 77 9 57.3 57.3 55 4 77.7 29.4 66.8 46.8 35.6 or 10 -09 -96 74 -I /4 60.0 PSF -40.0 PSF - 20 P5F - ANNEALED 1 /4 75.0 PSF - PSF = 20 PSF ANNEALED 57.3 57.3 56 4 77.7 56.2 56.2 40.3 40.3 38.8 35.5 72.0 72.0 55.2 56.2 40.3 4 0.3 29.4 65.8 46.6 36.6 57.0 67.0 41.7 41.7 28.6 28.6 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART 1/4 - AN . EXT. ( -) ;:.T. ( -)' EXT. ( -) INT. C -) 1200 1 '200 88.3 58.3 58.3 80.3 76. 76.7 104 9 ' 04.9 86.6 1 78.8 62.0 54.5 97.1 77.0 58.5 45.3 69.5 Sc 54 .4 57.1 77.0 56.4 41.2 92.9 92.9 69.5 45.9 4 5.9 4 0.2 35.3 90 . 4 90 .4 59.7 59.7 37.5 37.5 3/16 - EMPERED 110 1 1 0.0 BASED ON -1162 or 6 -1 -95 -© TEST SIZE - 59 -1/2 x 77 - TEST LOADS • -91.0. -91.0 PST DESIGN LOADS • -60.7, - 60.7PSF WATER INFILTRATION TEST • 16.5 PSF TESTED CLASS = 3/16' - TEUPERED 182 9 132.9 110.0 80.3 1 10 0 80.3 1 10.0 I 109.2 1 10.0 78.8 97.6 56.4 90.7 54.4 110.0 109.2 110.0 78.8 94.7 56.4 71.3 41.2 110.0 109.2 1 06.3 78.8 85.1 56.4 67.9 39.3 1 10.0 109.2 102.2 78.8 80.) 56.4 65.2 39.3 WINDOW DIMS. A/B A/ 24 . . 3 48 60' 24 36 48' 60 36 24 36 4a 60' 24" 36 4 8 - 60' 24" 36 48 . 60' 24 36 48" 60 24 4 5- 60 72 24 36 48" 60 . 84 - 24 - 36" 4a 60" 96 24" 36 4 60 108 120 3/16 - ANNEALED EXT. ( -) INT. (-) 62 62 62.1 62.1 62.0 62.0 57.2 57.2 62.1 62.1 41 ,a 41,4 41 4 41,4 39.2 39.2 62.0 62.0 41 41.4 31.0 31.0 57.2 57.2 39.2 52.2 52.2 30.0 30.0 49.2 49 2 39.2 45.6 46.6 4 5.3 4 5.3 1/4 - A.N:•L.>.LED EXT ( - INT. ( - ) 3: 6 5 0 54,2 87.0 83 7' 83.7 75.5 78.5 9 2 57,0 6,3.8 58.0 •62.9 56.0 49 .8 4 9.8 53.7 83.7 62.9 4 7 5 55.0 43.5 4 2.1 . 4 2.1 78.5 78.5 49.8 42.1 38.1 75.3 75.3 3 39.8 34.3 34.3 72.2 34.5 72.2 3 68.6 31.4 49.8 42.1 34.8 68.6 31.4 66.1 6 6. 1 51.6 51.6 3/16 - TE 1 1 0.0 1 1 0.0 1100 100.3 98.8. 98.3 110.0 98.8 75.2 75.2 1 )0.0 82. 69.5 60.2 108.1 78.6 64.9 1 05.5 76.0 61.8 104.3 74.1 103.0 72 7 INT. C - 8 0 87.0 87.0 57.0 87.0 55.0 58.0 58.0 87.0 58.0 43.5 4 3.5 87.0 88.3 58.0 75.2 43.5 60.2 34.8 110.0 57.0 58.0 43.5 34.8 87.0 58.0 4 3.5 87.0 58.0 43.5 87 .0 58.0 87.0 58.0 . DES:Gi■ L: Merl RE r1SL0 eftbiZ4g C44. A�vd.a T4. 02- Doer 'WOW 007 :0 SKIS) M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE 1'ino- Windows Corporation 6860 N.W. 75 Street Medley ,FL 33166 Your application for Notice of Acceptance (NOA) of: Series 300 Aluminum Horizontal Sliding Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi• product or material at any time from a jobsite or manufacturer's plant for quality control testing. If thi: product or material tails to perform in the approved manner, BCCO may revoke, modify, or suspend th use of such product or material immediately. BCCO reserves the right to revoke this approval, if it i determined by BCCO that this product or material fails to meet the requirements of the South Florid: Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1107.02 EXPIRES: 01/04/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildinv Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. APPROVED: 01/04/2001 \ \s0450001 ■pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonliue,conl APPR° - V D APPROVAL PERTAINS TO GENERAL O>:2 M FEATURES ONLY AND DOES NOT COV:ft A COMPLETE CHECK ON DIMENSIONS OR QUANTITIES. BY: DATE: MIAMI -DADE COUNTY, FLORID' METRO -DADE FLAGLER BUILDIN( BUILDING CODE COMPLIANCE OFFICI \IERo- I)Anli FLAGLER immix( 140 WEST H AGLER sTREI l'. SUITE 160 MIAMI. FLORIDA 33130_156 (305) 375 -2901 FAX (305) 375 -29u: C :ON'r1ACroIt LICENSING sWCrl(Y (305) 375 -2527 FAX (305) 375.255 (:o I ItACTOIt I :N FOItCK\II :N r I)IVISI() (305) 375 -2966 FAX (305) 375•290. PRODUCE CONTROL 1)IVISI()' (305) 375-29(12 FAX (305) 372.633' Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Honlepage: bttp : / /www.buildingcodconline.cont Pino Windows Corporation ACCEPTANCE No.: 2 APPROVED i EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Man. el Perez, P.E. Product Prod. - ontrol Division 00- 1107.02 JAN 0 4 2001 . JAN fl 4 2flf)s 1. SCOPE 1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 300 Aluminum Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No W00 -47, titled "Series -300 Alum. Horiz. Sliding Window" Sheets 1 through 8 of 8, prepared by AI- Farooq Corp., dated 10/27/00, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see "Design Load Capacity" tables corresponding to each glass thickness, sill height and anchor option, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Noticc of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1 Examiner Pino Windows Corporation ACCEPTANCE No.: 00- 1107.02 APPROVED EXPIRES JAN 0 4 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this la age JAN 0 4 2001 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been files and the original submitted documentation, including test supporting data, engineering documents, a no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, star and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, includin thc correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in thc materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this offi( 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and follow by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shy bc provided to thc user by thc manufacturer or its distributors and shall be available for inspection the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and removal o Acceptance. Manuel crez, P.E. Product Cont ' xami Product Col Division END OF THIS ACCEPTANCE 3 11P:iAL ANCHORS • SLE ELCVS. L ANCHOR NUT LS STAN.I.LA a) SILL 1YPICAL ANCNIIRS SCE ELCVS. AND ANCHOR NOTES MC1AL STRUCTURE 1/8" MIN. THICKNESS W3 4 YPICAL ANCHORS SEC ELCVS. L ANCHOR NOTES T YPICAL ANCHORS • rSCE ELCVS. L ANCHOR NOTES 1 IBY OR 2BY VOOD BUCKS )7) 1) / TYPICAL ANCHORS / SEE ELEV. FOR SPACING III—RISE SILT,. \ 1 BY OR 2 BY WOOD BUCK NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED A5 SHOWN ON OETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DHESSINC OR STUCCO. TYPICAL ANCHORS: SEE ELCVS. FOR SPACING 3/16" OR 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE • 1 - 1 /4" MIN. PENETRATION INTO WOOD TI IRU IBY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY ATTACHMENT TO MUI LION OR METAL STRUCTURES A) p10 SHIM SPACE USE #'10 SMS AND CHARTS FOR 1/4" 1APCONS B) 1/4" SHIM SPACE USE 3/16" TEKS AND CHARTS FOR 3/16' TAPCONS USE 1/4' TEKS AND CHARTS FOR 1/4" TAPCONS SEALANTS: ALL FRAME AND VENT CORNERS. INSTALLATION SCREWS AND BOTTOM OF FIXED MEETING RAIL SEALED WITH CLEAR /ALUM COLORED SEALANT. WEEPHOLES: wl = (1 -7/8" X 5/16 ") AT4" AND 25' FROM ENDS W2 = (1/4 X 2 ") AT MIDPOINT OF TRACK W3 = (7/8 X 3/8 ") AT 3 -1/2" FROM EACH END N ON IMPACT RESISTANT WINDOWS D ADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR ALL INSTALLATIONS. _ ADHESIVE BEDDING COMPOUND ROLL FORMED ALUM GLAZING BEAD DSO -ANN. GLAS`. - 3/16" ANN. GI A 1/4' ANN. GLASS GLAZING DETAIL Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 EC 1 4 2000 APPROVED AS COMPLYING WTTi THE SOUTH FLORIDA BUIL DING CODE DA ...TO t5 200d BY • PROD L 1 CON 1ROLDIVISION BUILDING CODE COy OFFICE ACCEPTANCE NO - IT'D ' • OZ z 00 n ♦ a C 0 C 0 0 N Y 4' 0 1 • 1 0 S drawing no. W00 -47 a sheet 1 of 8 111.Jl..n 1.1141 ' AI /II I 1 1 • 1 PI l'•' ^.• •,.• • "' . WINDOWS 'ITII III - RISE: SI1.1. :1 /16 TAPCONS WINDOW 01515. 11511 - ANN. G1ASS INCHES A WIDTH HEI EXT. (4) I TNT. ( - ) 24 24 ._6 _ I . 66'7 . . 36 66.7 36 65.0 I 66.7 45 24 66.7 65 0 4A 7 60 533 65.0 . 66.7 72 65.0 I 66 7 24 72 65 0 1 66 7 53.3 66.7 24 1 36 53.3 66.7 65.0 66 7 • . • • - •• . 48 36 53.3 6 66..7 60 36 6 65.0 _ I - - f.a 7 72 60 55.8 I 55.8 24 66.4 4 65.0 . I 6(. 36 48 4 65,0 1 66 7 48 53.3 6 61.2 1 62.3 24 4 4 54,3 1 66 7 36 60 - • 4 - -- 43.7 66 7 19 -1/8 24 • LC 1 .0 i 65.0 I 66 7 26- 1/2 66.7 65.0 I 66 . 7 37 26 _ 65.0 1 66. 53 -1/8 19 -1/8 ^ 65.0 66.7 74 53.3 65.0 I 66.7 19 -1/8 4 65.0 I 66.7 26 -1/2 37 4 65.0 66.7 53.3 38 -3/8 .- 37 53.3 4 65.0 I 66 7 53-1/8 6 6 65.0 1 66 7 19 -1/8 4 65.0 1 66.7 26 -1/2 26 - 1/2 4 65.0 -- - 66.7 37 66.7 4 65.0 66.7 53-1/8 53.3 6 52.5 52.5 19 -1/8 6 4 65.0 65 7 26 -1/2 63 4 _ -- 50.4 - - - 66.7 37 26 -1/2 4 36.7 1 57.6 DESIGN 1AA11 CAPACITY - PSF 1):U 011 0A 7'17.I.1I WINDOWS WITII STANDARD 5111. TAPCONS WINDOW DIMS. DSB - ANN. GLASS INCHES A WIDTH HEIGHT EXT. ( +) ENT. ( - ) 24 4 53.3 66.7 36 53.3 66.7 48 74 533 66 7 60 53.3 66.7 72 6 53.3 66.7 24 4 53.3 66.7 36 4 53.3 66.7 48 36 6 53.3 66.7 60 53.3 66.4 72 53.3 _ 54.6 24 4 53.3 66.7 - 36 48 4 - 53.3 66.7 48 6 53.3 61.3 24 4 53.3 66.7 36 60 4 43.7 66.4 19 -1/8 4 53.3 66.7 26 -1/2 4 53.3 66.7 37 26 4 53.3 T 66.7 53 -1/8 6 53.3 66.7 74 6 53.3 66.7 19 -1/8 4 53.3 66.7 26 - 1/2 4 53.3 66.7 37 38 -J /8 4 53.3 66.7 53-1/8 6 53.3 66.7 19-1/8 4 53.3 66.7 26 -1/2 4 53.3 66.7 37 50 -5/8 4 53.3 66.7 53-1/8 6 52.5 52.5 19 -1/8 4 53.3 66.7 26-1/2 63 4 50.4 66.7 37 4 36.7 59.6 4 v (4) 24 U ' W . i f1 - 0 3 15 MAX. A VG. S WINDOW WIDTH 26 3/4' VENT WIDTH ( 53 1/8' \J © STD. FIX. MTG. RAIL VINDOV VIDTH XO LAYOUT OX OPPOSITE OSD ANN. DSP A N. GLASS n n 11 11 n n n II .._ ._. f .. . I �B� 23 1/2' • - 1 D.L. OPG. (2) ANCHORS 0 MTG. STILE ENDS AT 4' 0.C. TYP. 4 1 s n 1? TYPICAL ELEVATION • TESTED UNIT GLASS WIDTHS TO BF EOUAL ON MOVING AND FIXFP LITES 5' MAX. TIP. AT HEAD /SILL CORNERS SURFACE APPLIED IAUNTINS OPTIONAL LATCHES. FOR VPV HT. UP TO 55 -5 /9' ONE 1 ATCH AT MIDSI'AN OF '/E141 - FUR VDV. HT HOPE THAN 50 -5/5' 1.10 LATCHES ONE AT 14' (PEN 9E11 TOM out AT 18' FROM TOP (20? ("5` 18 TOP / O 9,93017 0M EXTERIOR O.l. OPG 1/4' SHIM _... MAX_ 4) TYPICAL ANCHORS SEE EL V. 6 ANCHOR NOTES WOOD BUCKS NOT BY PING WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO DIE BUILDING STRUCTURE. A = N0. OF ANCHORS PER HEAD /SILL Engr: DR. HUM&YOUN (45000 STRUCTURES FLA PE / 16557 4. 2000 API Rf1VF AS COMM VING WITII IFIF 50171111' O R L OA 01111 DING CODE nAT 144.1 a k loan PROM! -T CONTROL DIVISION L nUILDING CODE COMPLIANCE OFFICE ACCErir.rr f: Iuo (�?_ L t'Th -- 0 I Z m U 0 n 0 01 W In 3 O O O U V1 (0 O f "'' 0 r` J m Z 2 tL 3 - Z `' DS ci 0 ID 0 441 c - -4 c. 8 n ▪ . 1 1a • i 1. s o 1. ti 15 ei drowing no. W00 -47 1 nhrl't 2 c.l 8 AT JAAN3 CORNERS ALUM HORIZ. WINDOW HEIGHT WINDOW DIMS. INCHES A 3/16" TAPCONS I/4" TAPCONS 3/16" -ANN. GLASS 1/4" -ANN. GLASS 3/16" -ANN. CLASS 1/4" -ANN. CLASS WIDTH HEIGHT EXT. (a) INT. (-) EXT. (4) 1141. (-) EXT. (t) ANT. (-) EXT. (4) 1N1. (-) 24 36 46 60 72 24 4 53.3 121.4 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 6 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 6 53.3 121.4 53.3 159.1. 53.3 121.4 53.3 179.3 6 53.3 121.4 53.3 133.0 53.3 121.4 53.3 179.3 24 36 48 60 72 36 4 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 4 53.3 118.2 53.3 118.2 53.3 121.4 53.3 179.3 6 53.3 118.2 53.3 118.2 53.3 121.4 53.3 157.2 6 53.3 106.4 53.3 106.4 53.3 121.4 53.3 143.7 6 53.3 88.7 53.3 88.7 53.3 101.6 53.3 139.7 24 36 48' 60 72 48 4 53.3 • 121.4 53.3 133.0 53.3 121.4 53.3 179.3 129.0 104.8 4 53.3 88.7 53.3 88.7 53.3 121.4 53.3 6 53.3 88.7 53.3 88.7 53.3 104.8 53.3 6 53.3 79.8 53.3 79.8 53.3 88.8 53.3 91.5 6 53.3 66.5 53.3 66.5 53.3 73.0 53.3 83.8 24 36 48 60 72 60 4 53.3 106.4 53.3 106.4 53.3 121.4 53.3 139.7 98.6 4 53.3 70.9 53.3 70.9 53.3 98.6 53.3 6 53.3 70.9 53.3 70.9 53.3 78.6 53.3 78.6 6 53.3 63.8 53.3 63.8 53.3 .67.1 53.3 67.1 6 53.3 53.2 53.3 53.2 53.3 56.9 53.3 59.9 19 -1/8 26 -1/2 37 53 -1/8 74 26 4 53.3 121.4 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 179.3 53.3 121.4 53.3 179.3 4 53.3 121.4 53.3 159.3 53.3 121.4 53.3 179.3 179.3 6 53.3 121.4 53.3 159.3 53.3 121.4 53.3 6 53.3 119.5 53.3 119.5 53.3 121.4 53.3 179.3 19 - 1/8 26 -1/2 37 53-1/8 74 38 -3/8 4 53.3 121.4 53.3 179.3 53.3 121.4 53.S 179.3 4 53.3 121.4 53.3 150.7 53.3 121.4 53.3 179.3 4 53.3 107.9 53.3 107.9 53.3 121.4 53.3 168.1 6 53.3 107.9 53.3 107.9 53.3 121.4 53.3 135.9 6 53.3 80.9 53.3 80.9 53.3 91.6 53.3 123.1 19 -1/8 26 -1/2 37 53 -1/8 74 50 -5/8 4 53.3 121.4 53.3 158.2 53.3 121.4 53.3 179.3 4 53.3 114.2 53.3 114.2 53.3 121.4 53.3 155.3 4 - 53.3 81.8 53.3 81.8 53.3, 118.3 53.3 118.3 6 53.3 81.8 53.3 81.8 53.3 91.3 53.3 91.3 6 53.3 - 61.3 53.3 - 61.3 53.3 66.7 53.3 76.2 19 -1 /8 26 -1/2 37 53 -1/8 74 63 4 53.3 .121.4 53.3 127.2 53.3 121.4 53.3 162.7 4 • 53.3 91.8 53.3 91.8 53.3 121.2 53.3 121.2 4 53.3 65.7 53.3 65.7 53.3 91.1 53.3 53.3 91.1 68.6 6 .53.3 65.7 53.3 65.7 53.3 68.6 6 52.4 49.3 53.3 49.3 52.4 52.4 53.3 55.0 r - n 4 -4 6 titt N 15" MAX. AVG. SPACING 37 1/4" VENT WIDTH 34 1/8 D.L. OPG. A ii 1 1 II II II II 1 1 I 1 1 1 3/16" OR 1/4" ANN. GLASS __ 1 CHAg75.. II II 11 ; 74 WINDOW WIDTH (2) ANCHORS 0 MTG. STILE ENDS AT 4" 0.C. TYP. tI 11 I II 11 I I '1 II I j%i ; '%/ n- 3/16 OR 1/4" ANN. GLASS I 1� II I D.L. OPG. TYPICAL ELEVATION• TESTED UNIT GLASS WIDTHS 10 BE EOUAL ON MOVING AND FIXED LITES 34 1/8" SURFACE APPLIED MUNTINS OPTIONAL LATCHES. FOR VDV. 141. UP TO 50 -5/8' ONE LATCH AT MIDSPAN OF VENT FOR VDV. HT. MORE THAN 50 -5/0' TVO LATCHES ONE AT 14' FROM BOTTOM NE AT 19' FRDM TOP (24 ' H.D. FIX. MTG. RAIL ( 2e (SA! TOP 19 BOTTOM EXTERIOR VINDOV VIDTN X0 LAYOUT OX OPPOSITE D L. OPG. 1/4' SHIM MAX. 5" MAX. TYP. AT HEAD /SILL CORNERS TYPICAL ANCHORS SEC ELEV. 1 ANCHOR NOT A = NO. OF Al CHORS PER HEAD /SILL En9 OR. HUMAYOUN FAROOU STRUCTURES FLA. PE 1 '1557 DEL 141000 APPROVED AS COMPLYING WITH THE SOd TH FL 01110A RUILDINQ CODE DATE - < <IU2 04 load BY 111 ( 'ROD .0 CONTROL UWISION NUILOING CCD E COi.IPLIANCE OFFICE ACCCP1:t:CE HO eV" //0 a . 02 z m 3 0 t0 u 4/ 4/ 0' Z e o O m i co 0 0 ff t n U7 j it 0 9' Z 3 m Oo La 0.. L0 k' 8 • s J n V drove n9 no. W00 -47 isheet 3 of 8_ WINDOW DIMS. INCHES A 3/10" TAPCONS 1/4" TAPCONS 3 /I6' -ANN. CLASS 1/4' -ANN. GLASS 3/16 -ANN. CUSS 1/4" -ANN. GLASS WIDTH HEIGHT EXT. (4) 1141. ( -) EXT. (4) 1141. (-) EXT. (4) 1141. (-) EXT. (4) 1141. ( 24 36 48 60 72 24 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 • 4 65.0 121.4 65.0 177.3 65.0 121.4 65.0 179.3 6 65.0 121.4 65.0 177.3 65.0 121.4 65.0 179.3 6 65.0 121.4 65.0 159.6 65.0 121.4 65.0 179.3 6 65.0 121.4 65.0 133.0 65.0 121.4 65.0 179.3 24 36 48 60 72 36 4 65.0 121.4 65.0 177.3 65.0 121.4 65 0 179.3 4 65.0 118.2 65.0 118.2 65.0 121.4 65 0 179.3 6 65.0 118.2 65.0 118.2 65.0 121.4 65.0 157.2 6 65.0 106.4 65.0 106.4 65.0 121.4 65.0 143.7 6 65.0 88.7 65.0 88.7 65.0 101.6 65.0 139.7 24 36 48 60 72 48 4 65.0 121.4 65.0 133.0 65.0 121.4 65.0 179.3 4 65.0 88.7 65.0 88.7 65.0 121.4 65.0 129.0 6 65.0 88.7 65.0 88.7 65.0 104.8 65.0 104.8 6 65.0 79.8 65.0 79.8 65.0 88.8 65.0 91.5 6 65.0 66.5 65.0 66.5 65.0 73.0 65.0 83.8 24 36 48 60 72 60 4 65.0 106.4 65.0 106.4 65.0 121.4 65.0 139.7 98.6 4 65.0 70.9 65.0 70.9 65.0 98.6 65.0 6 65.0 70.9 65.0 • 70.9 65.0 78.6 65.0 78.6 6 65.0 63.8 65.0 63.8 65.0 67.1 65.0 59.9 67.1 59.9 6 56.9 53.2 59.9 53.2 56.9 56.9 19 -1/8 26 -1/2 37 53 - 1/8 74 26 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 4 65.0 121.4 65.0 159.3 65.0 121.4 65.0 179.3 6 65.0 121.4 65.0 159.3 65.0 121.4 65.0 179.3 6 65.0 119.5 65.0 119.5 65.0 121.4 ' 65.0 179.3 19 -1/8 26 -1/2 37 53-1/8 74 38 -3/8 4 65.0 121.4 65.0 179.3 65.0 121.4 65.0 179.3 4 65.0 121.4 65.0 150.7 65.0 121.4 65.0 179.3 4 65.0 107.9 65.0 107.9 65.0 121.4 65.0 168.1 6 65.0 107.9 65.0 107.9 65.0 121.4 65.0 135.9 6 65.0 80.9 65.0 80.9 65.0 91.6 65.0 123.1 19 - 1/8 26 -1/2 37 53 -1/8 74 50 -5/8 4 65.0 121.4 65.0 158.2 65.0 121.4 65.0 179.3 4 65.0 114.2 65.0 114.2 65.0 121.4 65.0 155.3 4 65.0 81.8 65.0 81.8 65.0 118.3 65.0 118.3 6 65.0 81.8 65.0 81.8 65.0 91.3 65.0 91.3 6 65.0 61.3 65.0 - 61.3 65.0 66.7 65.0 76.2 19 -1/8 26 -1/2 37 53 -1/8 74 63 4 65.0 .121.4 65.0 127.2 65.0 121.4 65.0 162.7 4 65.0 91.8 65.0 91.8 65.0 121.2 65.0 121.2 4 65.0 65.7 65.0 65.7 65.0 91.1 65.0 91.1 6 65.0 65.7 65.0 65.7 65.0 68.6 65.0 55.0 68.6 55.0 6 52.4 49.3 55.0 49.3 52.4 52.4 a 4 1 z (24) 0 ars J d • _J r (B) 15' MAX. AVG. SPACING (� Z / D.L. On. (I J) P 18 lik7 17 1kt. 37 1/4" VENT WIDTH 34 1/8' D.L. OPG. (! 3/16' OR 1/4' ANN. GLASS = I UE CHAT S_ I I ' '1 I� I 1 74" WINDOW WIDTH H.D. FIX. MTG. RAIL i VINDOV VIDTH X0 LAYOUT OX OPPOSITE (2) ANCHORS 0 MTG. STILE ENDS AT 4" 0.C. TYP. 34 1/8" D.L. OPG. 1 TYPICAL ELEVATION TESTED UNIT GLASS WIDTHS TO 8E EOUAL Oy MOVING AND FIXED LITES 5" MAX. TYP. AT HEAD /SILL CORNERS SURFACE APPLIED HUNT INS OPTIONAL LATCHES. FOR VDV. HT. UP TO 50 -5 /B' ONE LATCH AT MIDSPAN Or VENT FOR VDV. HT. MORE THAN 50 -5/8' TVO I.ATCHES ONE AT 14' FROM BOTTOM NE AT 18' FROM TOP 15 TOP D.L. OPG. 19 BOTTOM EXTERIOR 1/4' SHIM MAX. TYPICAL ANCHORS SEE ELEV. 6 ANCHOR NOTE • • A = N0. OF ANCHORS PER HEAD /SILL WOOD BUCKS NOT BY PINO WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER T HEM 70 THE BUILDING STRUCTURE. ingr: DR HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 DEC 142000 APPROVED AS COMPLYING WITH THE SOUTH4ORIDA BUILDING CODE DATE 49 AtCt2, ■4 20pj DY i - -• t PROD CT •ITIROL DIVISION' OU■LDIUC CODE COMPLIANCE OFFICE l eg ACCEPTANCE r10 /I D -?• 0Z 0 Vl H 0 1 o i o u drawing no. W00 -47 1 sheet 4 of 8 I.II.UJIJ 1..11: ,;IAI.LIALL JI.... WINDOW DIMS. INCHES A 3/16" TAPCONS 1/4" TAPCONS 3/16' -ANN. GLASS 1/4' -ANN. CLASS 3 /1G' - ANN, CLASS 1/4" - ANN. CLASS WIDTH HEIGHT EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. (4) INT. (-) EXT. (4) 1NT. (-) 72 84 96 108 111 24 7 53.3 121.4 53.3 155.2 53.3 121.4 53.3 179.3 179.3 8 53.3 121.4 53.3 152.0 53.3 121.4 53.3 8 53.3 121.4 53.3 133.0 53.3 121.4 53.3 179.3 8 53.3 112.1 53.3 118.2 53.3 112.1 53.3 165.5 8 53.3 108.8 53.3 115.0 53.3 108.8 53.3 160.7 72 84 96 108 111 36 7 53.3 103.4 53.3 103.4 53.3 106.2 __53.3 53.3 146 4 132.2 8 53.3 89.5 53.3 101.3 53.3 89.5 8 • 53.3 77.3 53.3 88.7 53.3 77.3 53.3 114.2 8 53.3 68.1 53.3 78.8 53.3 68.1 53.3 100.6 - 97.7 8 53.3 66.1 53.3 76.7 53.3 66.1 53.3 72 84 96 108 111 48 7 53.3 76.2 53.3 77.6 53.3 76.2 53.3 93.1 8 53.3 64.2 53.3 76.0 53.3 64.2 53.3 86.4 8 53.3 55.5 53.3 66.5 53.3 55.5 53.3 82.1 8 48.9 48.9 53.3 59.1 48.9 48.9 53.3 72.2 8 47.4 47.4 53.3 57.5 47.4 47.4 53.3 70.1 72 84 96 108 111 60 7 53.3 59.4 53.3 62.1 53.3 59.4 53.3 68.3 8 50.1 50.1 53.3 60.8 50.1 50.1 53.3 62.0 8 43.3 43.3 53.3 53.2 43.3 43.3 53.3 57.6 8 38.1 38.1 53.3 47.3 38.1 38.1 53.3 54.6 8 37.0 37.0 53.3 46.0 37.0 37.0 53.3 54.1 74 106 -1/4 111 26 7 53.3 121.4 53.3 139.4 53.3 121.4 53.3 179.3 8 53.3 103.0 53.3 110.9 53.3 103.0 53.3 152.1 8 53.3 98.2 53.3 106. 53.3 98.2 53.3 145.1 74 106 - 1/4 111 38-3/8 7 53.3 94.4 53.3 94.4 53.3 95.5 53.3 130.3 8 53.3 64.3 53.3 75.2 53.3 64.3 53.3 95.0 8 53.3 61.3 53.3 71.9 53.3 61.3 53.3 90.6 74 106 -1/4 111 50 -5/8 7 53.3 69.6 53.3 71.6 53.3 69.6 53.3 64.9 8 46.8 46.8 53.3 57.0 46.8 46.8 53.3 69.3 8 44.7 44.7 53.3 54.5 44.7 44.7 53.3 66.1 74 106 - 1/4 111 63 7 53.3 54.6 53.3 57.5 53.3 54.6 53.3 62.9 8 36.8 36.8 - 51.0 45.8 36.8 36.8 51.0 51.0 50.0 8 35.1 35.1 50.0 43.8 35.1 35.1 50.0 0 O J 0 1 BY OR 2 BY W000 BUCK U i3) (12 27 1/2" VENT WIDTH 24 1/8" D.L. OPC. O 3/16" ANN. GLASS_ 23" MAX. HEAD /SILL ( S O H.D. 0.L_OPC. 18 -a 17' MAX HEAD / ;ILL 111' WINDOW WIDTH (2) ANCHORS 0 MTG. STILE ENDS AT 4' O.C. TYP. 53" D.L. OPG. - TYPICAL ELEVATION TESTED UNIT GLASS WIDTH OF FIXED LITE ±1/2 OF WINDOW WIDTH FIX.. MTG. RAIL TOP 13,1. OPC. _ 19 BOTTOM VINDOV VIDTH XoX LAYOUT EXTERIOR 27 1/2' VENT WIDTH 241/8'. D.L OPC. II II n II J r •/11. 3/16' ANN. CLASS = _ SURFACE APPLIED MUNI INS OPTIONAL LATCHES. FOR VDV. HT. UP TO 50-5/8' ONE LATCH AT MIDSPAN OF VENT FOR VDV. HT. MORE THAN 50 - 5 /B• TVO LATCHES ONE AT 14' FROM BOT1OM NE AT 18' FROM TOP . 5' MAX. TYP. AT HEAD /SILL CORNERS 1/4' Su 11 MAX. A = NO. OF ANCHORS PER HEAD /SILL TYPICAL ANCHORS SEE ELEV. 6 ANCHOR NOTES Engr: OR. HUUAYOUII FAR000 STRUCTURES FLA. PC 1 16557 000 APPROVED AS COMPLYING VAIN THE SOUTH F ORIDA BUILDIN CODE D E i#'U ' • 24'd BY PROD CT ONTTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 19 - / 1 L 7. 0 W P1 - L 0 V1 4, u 0 drowing no.] stteei 5 01_8 1 WINDOW DIMS. INCHES A 3/16" TAPCONS 1/4 TAPCONS 3/16" -ANN. GLASS 1/4' -ANN. GLASS 3/16" - ANN. CLASS 1/4" -ANN. GLASS WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. (4.) INT. ( -) EXT. ( +) INT. ( -) 72 84 96 106 111 24 7 62.0 121.4 62.0 155.2 62.0 121.4 62.0 179.3 6 62.0 121.4 62.0 152.0 62.0 121.4 62.0 179.3 8 62.0 121.4 62.0 133.0 62.0 121.4 62.0 179.3 8 62.0 112.1 62.0 118.2 62.0 112.1 62.0 165.5 8 62.0 . 108.8 62.0 115.0 62.0 108.8 62.0 160.7 72 84 96 108 111 36 7 62.0 103.4 62.0 103.4 62.0 106.2 62.0 146.4 8 62.0 89.5 62.0 101.3 62.0 89.5 62.0 132.2 8 62.0 77.3 62.0 88.7 62.0 77.3 62.0 114.2 8 62.0 68.1 62.0 78.8 62.0 68.1 62.0 100.6 8 62.0 66.1 62.0 76.7 62.0 66.1 62.0 97.7 72 84 96 108 111 48 7 62.0 76.2 62.0 77.6 62.0 76.2 62.0 93.1 8 62.0 64.2 62.0 76.0 62.0 64.2 62.0 86.4 8 55.5 55.5 62.0 66.5 55.5 55.5 62.0 82.1 8 48.9 48.9 62.0 59.1 48.9 48.9 62.0 72.2 8 47.4 47.4 62.0 57.5 47.4 47.4 62.0 70.1 72 84 96 108 111 60 7 59.4 59.4 62.0 62.1 59.4 59.4 62.0 68.3 8 50.1 50.1 62.0 60.8 50.1 50.1 62.0 62.0 8 43.3 43.3 57.6 53.2 43.3 43.3 57.6 57.6 8 38.1 38.1 54.6 47.3 38.1 38.1 54.6 54.6 8 37.0 37.0 54.1 46.0 37.0 37.0 54.1 54.1 74 106-1/4 111 26 7 62.0 121.4 62.0 139.4 62.0 121.4 62.0 179.3 8 62.0 103.0 62.0 110.9 62.0 103.0 62.0 152.1 8 62.0 98.2 62.0 106.2 62.0 98.2 62.0 145.1 74 106 -1/4 111 38 -3/8 7 62.0 94.4 62.0 94.4 62.0 95.5 62.0 130.3 8 62.0 64.3 62.0 75.2 62.0 64.3 62.0 95.0 8 61.3 61.3 62.0 71.9 61.3 61.3 62.0 90.6 74 106 -1/4 111 50 -5/8 7 62.0 69.6 62.0 71.6 62.0 69.6 46.8 62.0 62.0 84.9 - 69.3 8 46.8 46.8 62.0 57.0 46.8 8 44.7 44.7 62.0 54.5 44.7 44.7 62.0 66.1 74 106 - 1/4 111 63 7 54.6 54.6 62.0 57.5 54.6 54.6 62.0 62.9 8 36.8 36.8 51.0 45.8 36.8 36.8 51.0 51.0 8 35.1 35.1 50.0 43.8 35.1 35.1 50.0 50.0 0 5 S 13 1 BY OR 2 BY w00D DUCK (i3 (i2) • 27 1/2' VENT WIDTH 24 1/8' D.L. OPG. :E II I 1 {C) J c 3/16" ANN. II GLASS 11 1 -� 23" MAX. HEAD /SILL 16) SW . 14) f- H _.0 u 1 17' MAX. , HEAD /SILL (D) 7) H D. FIX.MTG. D.L. OPG. (8 111' WINDOW WIDTH (2) ANCHORS 0 UATG. STILE ENDS AT 4' 0.C. TYP. D.L. OPG. TYPICAL ELEVATION TESTED UNIT GLASS WIDTH or FIXED LITE ± 1/2 OF WINDOW WIDTH RAIL 53' ( (54 (e) TOP 19)BOTTou _ _.J O rC. VINDOV VIDTH XOX LAYOVT EXTERIOR 27 1/2" VENT WIDTH 24 1/8" O.L. OPG. 11 1 11 1 7- "i • 1 3/16' ANN. GLASS SURFACE APPLIED MUNTINS OPTIONAL LATCHES. FOR VDV. HT. UP TO 50-5/8" ONE LATCH AT HIDSPAN Or vt1:T - FOR VDV. HT. MORE THAN 50-5/9" TVO LATCHCS ONE AT 14' FROM BOTTOM NE AT 18' FROM TOP 5' MAX. TYP. AT HEAD /SILL CORNERS D.L. OPG 1/4' SH M MAX. TYPICAL ANCHORS SEE ELEV. t. ANCHOR NOTES • rIt :UOr.s EITII III -I. :SE. SILL A = NO. OF ANCHORS PER MEAD /SILL Eng,. DH. NUMAYOUN (ARM) STRUCTURES FLA. PE / 16557 APPROVED AS COMPLYING VNT11 THE SOUTH F ORIOA DUILOING CODE DA 1 �A1/2AF W 1/( Q BY PRU(IUE CONTROL DIVISION BUILDING CODE COMPLIANCE > IANCE O FFICE ACCEPTANCE NO a9. /1O�. oZ 0 O z cz Z 6 V7 0 O Q 0 O IY N VI 0 N 0 0 a i i r a drawing no. WOO_ `Sheet fiat 8 ITt. PART / 0UAN1 try VLa:KIPTIUh I:ATEt:1AL LAJt1 . /bUYI•LILL /KLKAI.I. 1 PDH -503 1 FRAME HEAD 6063 -T5 ALUWLX /BONNELL 2 PHS -606 1 HI - RISE FRAME S61 6063 -15 ALUMAX /BONNELL 2A PHS -601 1 STD. FRAME SILL 6063 -05 ALUNAX /80NNELL 3 PHS -607 1 HI -RISE SILL TRACK 6063 -T5 ALUILIX /BONNELL 3A 26022 1 STANDARD SILL TRACK 6063 -15 AUJMA)L /BONNELL 4 P145 -603 2 FRAME JAMB 6063 -15 ALU)1AX /BONNELL S POH -504 1/ VENT STD. FIxEO uEETING RAIL 6063 -15 ALUUAX /80Ht1ELL SA POH -525 1/ VENT H.D. FIXED MEETING RAIL - - ' 6 PDH -507 2/ VENT TOP A,1D BOTTOM RAIL 6063 -T5 ALUMAX /80HNELL 7 PDH -527 1/ VENT JAMB STILE 6063 -15 ALUMAX /BONNELL B PDH -508 1/ VENT INTERLOCK STILE 6063 -15 ALUMAx /BONNELL 9 8725/000 AS REOD. METALLIC CAM LOCK (ZINC DIE CAST) 2JJ4AK ALLEN STEVENS 10 PHS -604 AS REOD. SCREEN ADAPTER 6063 -T5 - 1 1 FS- 71)8 -187 AS REOD. TOP & 801701.1 RAIL WEATHERSTRIPPING - SCHLEGEL FIN SEAL OR E0. 12 P8 8327 - 187 AS REOD. - JAMB STILE WEATHERSTRIPPING - SCHLEGEL OR E0. 13 - AS REOD. BULB wEATHERSTRIPPING v1NYL - 14 PHS -605 2/ VENT ROLLER HOUSING NYLON 1,46:M PLASTICS 15 - 2/ VENT wHEEL 5T. STEEL - 16 - 2/ VENT ROLLER PIN ST. STEEL - 17 PO44-515 AS REDO. CLA2IUC BEAD ALUMINUM ROLL FORMED 18 - AS REOD. ASSEMBLY SCREWS (FRAME & VENT) PL. CRS / 8 X 3/4' PH SUS 19 - 1/ VENT MEETING RK. SILL SCREW (BOTTOM) PL. CRS / 8 X 3 - 1/4' PH SMS 20 - 1/ VENT 5/16 80x SCREEN - WARREN 1140. OR EOIJAL 21 PHS -604 1/ VENT SCREEN ADAPTER 6063 -15 - 22 - 2/ WINDOW BAFFLE NYLON M&M PLASTICS 23 PHS - 604 2/ BAFFLE BAFFLE SCREWS r - / 8 X 3/8' PH SUS 24 - 2/ ADAPTER /8 -32 x 1/2' POST 81N01NG SCREWS PL. CRS - 2.500 2.)80 �_ 2.188 -- - 1.186 L 1.064] FRAME HEAD 4 R L1.250 3 626 FRAME JAMB .890 .655 e2z 1 --II- VENT TOP /BOTTOM RAIL 1.031 1 1.409 1.245 .062 - HI -RISE SILL TRACK 1.157 II .JL. .062 TYP. 2.314 • 1.064 - -7 ir .062 1 YP. 1 ] 2 407 BI2 - L_ L - -'- 2.188 --+ HI -RISE SILL 1.234 2.938 1.000 1 >I .658 1464 L 1.500 -y -1.812 STD. FIXED MTG. RAIL SCREEN ADAPTER JAMB STILE 1.108 -1.626 -I�- .050 MEETING RAIL - 1 .187 1.156 � . -. - 1 -1- 1.032 STD. SILL TRACK r - 1.064 T 1.062 1 078 T YP. - .062 TYP. 1.110 1.719 1 MI �-- - 2.)68 - J STANDARD SILL 1.126 . -1.00 - -.062 TYP. 1.000 - 1.812 H.D. FIXED MTG. RAIL Eng,: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE / 16557 APPROVED AS COMPLYING WITH THE SOUTH F •RIDA BUILDING CODE AT 'IE.e ' Jim Zoai BY � PROD ROL avLSl BUILDING CODE COMPLCE OFFICE e ?O(0 ACCEPTANCE NO [/v" 803 02 0 Z Z 0 N 0 2 0 0 Lr1 LJ W • L J 1 a 3 Z 2 0 o 0 11) 10 10 O in °' C3 N g I Z z Z 0 CL drowing no. W00 -47 sheet 7 of 8 . T MIAMI -DAD - w PRODUCT CONTROL NOTICE OF ACCEPTA'10E I'ino- Windows Corporation 6860 N.W. 75 Street Medley FL 33166 Your application Ior Product Approval of: "Ileuv)' Duo Aluminum Single (lung 11'indo)v under Chapter S of the Code oI'Miami-Dade County governing the us' ol'Alternate Materials and - types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (I3CCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi product or material at anytime from a jobsite or manufacturer's plant IN quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. I3CCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. • The expense of such testing will beincurred by the manufacturer. Acceptance No.:00-0417.05 (Revises No.: 95- 1128.04) Raul Rodriguez Chief Product Control Divisiol TIIIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES I OR SPECIFIC AND GENERAL Expires:06 /26/2003 CONDITIONS 13UILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to be used in Dade County. Florida trader the conditions set forth above. 1 proved:.07 /20/2000 APPROVED APPROVAL PERTAINS TO GENERAL DESIGN FEATURES ONLY AND DOES NOT CCUcR A COMPLETE CHECK ON DIMENSIONS QUANTITIES. BY: - Internet mail address: postmaster ©huildingcodeonline .cunt MIAi<t I -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305)375 -2527 FAX (305) 375-2555 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372-6339 .rancisco Quintana. R.A. Director ' u.ui -1)t de County Id Compliance 0 Homepage: http : / /www.buildingcodeontine.com Pino Windows Corporation ACCEPTANCE No.: APPROVED EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 00- 0417.05 JUL 2 0 2000 June 26, 2003 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 95- 1128.04, which was issued on June 26. 1997. It approves an aluminum single hung window as described in Section 2 of this Notice o1 Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition foi Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The "Heavy Duty" Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No W00 -26, titled "Heavy Duty Alum Single Hung Window ", Sheets 1 through 3 of 3, dated 06/09/00, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Design load Capacity Table in approved drawings. 3.3 Use only the Heavy Duty top rail (Part # PDH -508) with a reinforced lever handle at vent top rail. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the SouthFln ida Building Code (SFBC) in order to properly evaluate the installa o�fi his syste %/a w It. 4 4 Perez, P.E. Product ontrol Division 2of3 trot Examine Piro Windows Corporation ACCEP ' ANCE No.: 00- 0417.05 JUL 2 0 2000 APPRO ED I XPIR • June 26. 2003 NOTICE OF ACCEPTANCE: STANDAR ' CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after . renewal application has been filed and the original submitted documentation, including test support' g data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled wit the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Con rol Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer . practicing the engineering profession 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followe by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Manu ' P z, P. E., Produ ntrol Examir Product Control Division END OF THIS ACCEPTANCE 3 of 3 ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 PDH -501 1 FRAME HEAD 6083 -T5 - 2 PDH -529 1 FRAME SILL 8063 -15 - 3 PDH -503 2 FRAME JAMB 6063 -T5 - 4 PDH -508 1 VENT TOP 6063 -15 - 5 PDH -526 1 VENT BOTTOM 6063_T5 - 6 PDH -507 2 VENT SIDE 6063 -15 - 7 PDH -504 1 FIXED MEETING RAIL 6063 -T5 - 8 PDH -524 AS REQD. ROLL FORMED GLAZING BEAD ALUMINUM - 9 - • - - - - 10 - AS REOD. FRAME ASSEMBLY SCREW - #8 X 3/4' PHPH SIAS 11 - AS REOD. VENT ASSEMBLY SCREW - /6 X 3/4' PHPH SMS 12 - AS REOD. BULB YYSTRIPPING VINYL - 13 PB- 8320 -187 AS REOD. PILE WSTRIPPING - WON INTEGRAL PLASTIC FIN 14 PB- 8316 -187 AS REOD. PILE WSTRIPPING - WITH INTEGRAL PLASTIC FIN 15 - 2 FLAP VALVE PLASTIC - 16 - 2 SPRING AND PULLEY BALANCE - - 17 PDH -518 2 SNAP LATCH 4' LONG W/ SPRING 6063 -15 13 1/2' FROM EACH END 18 - 2 CAM LOCK AT 12' FROM ENDS - - 10 - 2 2 - 3/8' X 3/6' FOAM PAD - ADHESIVE BACK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCMORS,J SEE ELEV. FOR SPACING A WOOD BUCKS NOT BY PINO WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: A = 1 to SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1' MIN. PENETRATION INTO WOOD B _ 3/16' TAPCON$ (BY ELCO) OR EQUN. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE WITH 1 -3/8' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY SEALANTS: FRAME AND VENT CORNER SEAMS, FIXED MEETING RAIL ENDS. MUNTIN SEAMS AND INSTALLATION SCREWS SEALED WITH SEALANT. WEEPHOLES: W1 s 1' NOTCH AT EACH END W2 = 1 -1/2' X 1/4' WEEP HOLE AT EACH END WITH RIGID PLASTIC FLAP VALVE Engr. OR. MUMATOUN fAR000 STRUCTURES FLA. PE ! 16557 UN 14200D 0.1.. OPG. WINDOW WIDTH EXTERIOR TYPICAL ANCHORS_ SEE ELEV. FOR SPACING 1/4' MAX. SHIM 0 JAMBS APPTIIMD AS COI.:PLY: 1G Wail 111: SOUTH F DUILDING COOL DAI CT ROW •11180: DIY!S :ON BUILDING COW. C0UI'LI:NCL X 011 ICI ACC:PIM:CI ND. -- � 0 R: z 0 a a. 1x 4 O U1 V 01W O m co CC 04 -44 GA U7 z 8 0 0 0 CUB 01 0 e drawing no. WOO -26 (sheet 2 or 3) .. •� - -- --- I' II I. 1 11 II I 11 1 1 JL - - _ - 11 -1=- == = - -�___ 1 ! u i 3 / COOS N. 11 11 3/I6'- ANNEALED GLASS ANCHORS 'A' ANCHORS 'H' ===-4 ===: - .41. - .======- 1 11 11 1 I, II 1 EXT. ( +) II II ,. EXT. ( +) INT. ( -) 11 II 60.7 121.4 11 1 11 121.4 II 11 11 26' 11 11 11 -- - + - - -- - --- 121.4 II n 121.4 11 11 (4) 11 . 7 11 99.4 -- -M - - -- ---- L -- '-1 121.4 11 1 1 n 11 U 11 II 69.2 60.7 1 19 -1/8' 60.7 121.4 =MUD Oe. 50 3/8' MAX. 38 -3/8' D.LO. 94.0 52 1/2' MAX. 121.4 VENT WIDTH (4) 55' MAX. 67.3 MIAMI DADE COUNTY APPROVED MPACT RESISTANT SHUTTERS REQUIRED WINDOW DIMS. 3/I6'- ANNEALED GLASS ANCHORS 'A' ANCHORS 'H' WIDTH HEIGHT EXT. ( +) INT. (-) EXT. ( +) INT. ( -) 19 -1/8' 60.7 121.4 60.7 121.4 26 -1/2' 26' 60.7 121.4 60.7 121.4 37' (4) 60.7 99.4 60.7 121.4 53 -1/8 60.7 69.2 60.7 110.9 19 -1/8' 60.7 121.4 60.7 121.4 26 - 1/2' 38 -3/8' 60.7 94.0 60.7 121.4 37' (4) 60.7 67.3 60.7 107.9 53 -1/8 60.7 46.9 60.7 75.2 19 -1/8' 60.7 98.8 60.7 121.4 26 -1/2' 50 -5/8' 60.7 71.3 60.7 114.2 37' (4) 60.7 51.0 60.7 81.8 53-1/8 60.7 35.6 60.7 57.0 19 -1/8' 60.7 121.4 60.7 121.4 26 -1/2' 56' 60.7 96.6 80.7 121.4 37' (6) 60.7 69.2 60.7 110.9 53 -1/8 60.7 48.2 60.7 77.3 19 -1/8' 60.7 119.0 60.7 121.4 26-1/2' 63' 60.7 85.9 60.7 121.4 37' (6) 60.7 61.5 60.7 98.6 53 -1/8 60.7 42.9 60.7 68.7 19-1/8' 60.7 101.0 60.7 121.4 26 -1/2' 74 -1/4' 60.7 72.9 60.7 116.8 37 (6) 60.7 52.2 60.7 83.7 53-1/8 60.7 36.4 60.7 58.3 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. z 3 0 ADHESIVE BEDDING COMPOUND ----3/16' ANNEALED GLASS GLAZING DETAIL, NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Emir: UR. MUMAYGUN FAR000 STRUCTURES TLS PE t 16557 _ JUN 342W0 6" MAX. p4 a W X WINDOW WIDTH TYPICAL ELEVATION TESTED uNrt 1 APPRO'1EU AS COMPLYING WITH THI SOUTH F IRIDA BUilDING CODE DA1t % 2 O.. - °)o BY PYODU ROE DIV''S ON BUILDING CODE COMPLIANCE O1flCE ACCEPTANCE NO 00- o d • n U • �r 4- to 10 10 • 71 cia Z n � z n 0o -J R Zlo • 0 0 1 S C 1 P. a € 1 drowing no. W00 - 26 sheet 1 of 3 .468 FIXED MEETING RAIL 1.626 VENT TOP RAIL .062 .090 VENT BOTTOM RAIL .393r A62 —.062 — .822 L VENT SIDE RAIL .090 .875 1.374 1.458 .980 2.500 .078 SNAP LATCH FRAME JAMB FRAME TOP CORNER FRAME ROTTOM CORNFR Env.. DA. wuwAYOuw TAR000 SRUCTVAr3 fl.8 PC J 1057 JUN 142000 VENT ROTTOM CORNER 1/4c APPROVED AS COaIPLnHC MTH THI SOUTH i IDA BUILDDIG CODE DA DT 2 eo P2000C 201 DIVA:OH BUILD= CODE CO:MUM OT ICE ACCEPIAIYE N0. CV' O41 'r'D57 .'e ( drawing no. WOO -26 (sheet 3 of 3 ) WIN MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (o lz5 Type Insp'n Iv ('�, _` / � W Permit No. SU" O3-113 Name C CAQ, , O ,� /� "�- Address 55 00 6 Company OCR Phone # Inspection Date 6 Approved ❑ Correction Re- Insp'n Fee ❑ (An ✓p1!siX MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (a 12 Type Insp'n VU U J GOUJS Permit No. 6P03-11a3 /� Name ` (^� ROLL 'Oe `e, Address 550 Nt. l&) Company O " - i Phone # Inspection Date (4 Approved ❑ Correction Re- Insp'n Fee ❑ e MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date l0 h 410-- Type Insp' n YLC Permit No. P v 3- l 13 3 <— Name Address S C 5 r Company 1),-0-27r ' r j d Phone # 3oS Inspection Date Cot t5A. Approved Correction Re- Insp'n Fee 0 .?(408 w MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date in [14b- Type Insp'n YlCQ Q LO I n C Permit No. ` :.� P O - Name Address Company Phone # Inspection Date � k Approved Correction Re- Insp'n Fee SSu etc- 90ST sos ` -Os 11/02/2004 16:55 Owner's Address City - Piet -s Oi■-) Tenant/Lessee Name Signature MIAMI SHORES VILLAGF 4 919547278382 Miami Shores Village Building Department 1 Owner's Name (Fee Simple Titleholder) 950 S ?tom State 0 f I J.& Change of Contractor 13 P Permit No. h f (08- �"� Phone # � 3 g 1 S's 460A_ S'Z e_ I sOA - ‘0 Zip 33 Phone # N Contractor's Company Name � S D SW � Contractor's Address City 20 by State sso Job Address (of where the work is being done) City Shores county 'A -DE Zip 33 l g 1 Legal Description M d� ZQ Own or Agent The 'regoing in ent was acknowledged before me this this ___ + day of who is personally known to me or who has produced As identification and who did take an oath. N E cq ST Phone iF 30 - 9 8 iip 3 '� / 7 S N NO.193 P002 l � 9Ci pr I C2 2 Qualifier / / Describe Work: � NS to /11 # 0,0 OF 3 for ,A I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. 1 hold the Building Official and the Village of Miami Shores harmless from all I r involvement. ^Jew oose Contractor The foregoing instrument was acknowledged before me day of ,' 2004 by Apt yea,4' . who is persona k nown tome or who has produced as identification and who did take an oath. NOTARY j %LIC: Sign: Print: My Cpmmissio NOTARY PUBLIC: Sign: Print: My Commission Expires: ThrNotaryPubl rS * **,, * * * * ** * *R * *** *tl ****'* R*************** *** *R * ** *** * * *** *R * **2 * **R * * *** lt��`h * R le R +� Rev. 09/19/03) • GELSYS G. DILELLA FAY COMMISSION # DD 259842 EXPIRES: February 20, 2008 *■