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WS-08-890Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 . ...........�r.�?t;':sy:!{!w ; {rj R �F:; �r:! Iw •r.'::'.:!1,I.•?7F:!1I.,M,.;:!1 F ?>i ?:�XJ: <: � ?'r:f2;5iiiTi:YiS;ii;:i :' ?: {;:.'•f >TT >ii�iSii >yiTiiiy �i >i ?: i?:' i�i> ii:; 5` yr 'r�S:$`• ?i$ ? ?:�:: ?:y:Y:t;:;i:{ {; F%, i,: Fr, �fR;: 7;:, �1,.? f?:!: FR; H•,. 1; P: i2" t;::;::lC;:], F' r1�1:::} A!1!: <i::M1I.•:::?lYF:!ll:alF:d ..: .:.. ..:..:. ::• ,•.; •.:.::.:::: � ?:: +:.:::::: :.::;::•: S:: yYi>• rini:. ii?::? h4:: i:;• i; 4; v; 4;• i;• iy: {Pi;•:i >i »iiiiiiiiii:::��:i: x'r: :::.i:::t:: i:::•: ::::: ii::. is i:: •? -i:: •: ii•. Scheduled Inspection Date: February 25, 2009 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Work Classification: Window /Door Replacement Owner: SELZER, ALEXANDRA Job Address: 271 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STANLEY SUMMER LLC uppoomme Phone Number 305/446 -0500 Parcel Number 1132060134810 Building Department Comments Inspector Comments Passed 0/4670zrlie Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 24, 2009 Page 20 of 24 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. VIS 08` ERO Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) klaDwlnt 411t.ai Phone # 5 `.)00 *'2) (cH) Owner's Address 2-11 Pt 101 ST City It U.AL State n zip '33 t3 $ Tenant/Lessee Name Phone # Job Address (where the work is being done) 2:11 ) 101 sr City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # it 32 -D&.0 t +8 ( D Is Building Historically Designated YES NO /1 Contractor's Company Name S7Oultal I M O/ LL Ci Phone # Contractor's Address 4o c6 6\444 (t . City I State d Zip 13 l3 6 5t5 -'176 -2443 Qualifier Name 51041(94( V14."I.u✓ Phone # State Certificate or Registration No. Certificate of Competency No. C 4 G / 500 5Z- Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition ❑Alteration Describe Work: MOM w ' Y0 It Ca Square / Linear Footage Of Work: ['New Y Repair/Replace ❑ Demolition Mh 'w), ******** ** * ** * * *** ** * * *** **** ** * ** * ** ** Fees* * ** * **** ** * * * * * * * *$ ** * *** * * *** ** * * * ** ** * * ** Submittal Fee $ Permit Fee $ C) CCF $� 5 OD CO /CC Notary $ 5W Training/Education Fee $ I- Technology Fee $ (0 • 25 DPBR $ Zoning $ Scanning $ I�.'on Radon $ Bond $ Code Enforcement $ � i Double Fee $ • Structural Review. $ �-- V v JUN 10 Total Fee Now Due $ z 5vj See Reverse side - Bonding,C'orii Bondino3any'selress y's Naine (if applicable) 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person w Q- p npon_e is s ject to attachment_ A /cn a certified eon., of the recorded notice of commencement must be posted at the job site Signature building permit is issued. In the absence of such posted notice, the urged. Agent The foregoing instrument was acknowledged before me this 6/ day of 20 bV, by Al6aY?f Wa Se i zcr , who is perso I own to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print ith1' L Cmt My Commission Ems; Dawn Angulo Ot�'r P4eli• .µ�T�A C^J�'p 4,,..****** **.roi: 5 � r SY#e 5111 Fa4*ne &*+8ait$r4fti# :;. ':;Q; Expires: Oct 20, 2008 9' ... •'e`,' Bonded Thru °'FOF' Atlantic Bonding Co., Inc. Signature Contractor The foregoing instrument was acknowledged before me this 05 day of Al , 200t by sT kt&ddr SUxoji/ who is personally known to me or who has produced "R (S LtC (o6b4S0 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp * * * * ****** * * * * * **** : * * ** * * * *** * * * * * * **** *** * * * *** : **:x********** *** :**** ****** * * *** ******x * ** * ******x:******** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Miami Shores Village Building Department Date: S tb 10050 N.E. 2 "d Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 08-e9'0 Job Name: c54pL Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. Alo4 s •Z shalt, zes�.t,teri si �A-i 4 h1 is j Ate. Go/i-1 1 o.ti -eici 5 Claudio Grande CBO 305 - 795 -2204 ez (Vag f' e J fie I 14(1 xro y # dim/a/c . L / 0E5 614c4r, £ l� cum 5 "+S, fir 1 33 )3 ,VOTICE 0 STATE OF COUNTY OF 11111111111111111111111111111111 CFN 200880 "a -70915 OR Bk 26 420 F's 0888F figs : RECORDED 06/09/2008 12:52:04 HARVEY RUVI ? CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, th N. following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) /OW( /q.7 /0-76 6>r--/r .f° C`- %L v, Lo r Zc. J'Xc- 3 )-- c ow a'iet 7r4- 2. General description kf improvement: 4440/ 40, W wiee46., cs c /*P9Z, 3. Owner information: a. Name and adds ss: —_/ :Ze r,_/e 2 w /l/, F- /D/ 47 41/441/ k /C/ R JJ /// b. Interest in property: aa'.[%t,. c. Name and addrs of fee simple titleholder (if other than owner): 4/74 4. Contractor. (name aid address) O d/144 / G l a. Phone number. , 3 b)--- 7.7"- Z YY ®SOS 6:1 -ore/ atia/u ///av/ 77/t✓ 5. Surety: a. Name and address: b. Phone number. /1,/4 c. Amount of bond $ 6. Lender. (nameand address): a. Phone number: 7. Persons with the State of Florida designated by Owner u Section 713.13(1xa7, Florida Statutes: (name and address):.. n.whom notices or other documents may be served as provided by 8. In addition to himse Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florid Statutes: (name and address) 9. Expiration date of n titice of commencement (the expiration date is 'one. (1) year from the date of recording unless a different date is specified) f This Space for Clerk's U Only STATE OF "FLORIDA, COUNTY CF DAM Pt BY CERTIFY Wilms is 6:rue the d in this ot'iioe on f day r D.C. Sworn to and subscribed before me l a * ..,4t/ . Q =� this , 4131 day of P:: / gicr '4- 4:-,i, )r.,- 7i' NOTARY PUBLIC ��0"'''' Dawn Angulo F 2�<eG� - Commission #DD345711 i . .o Expires• Oct 20, 2008 :6iiii ii.ot, Bonded Thru ''", ""t" Atlantic Bonding Co., Inc. Alexandra Selzer 271 NE 101 Street Miami Shores, FL 33138 -2422 Legal Description of Property 271 NE 101 Street Miami Shores, FL 33138 -2422 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & W1/2 OF LOT 20 BLK 35 LOT SIZE 75.000 X 115 OR 19950 - 201610 2001 1 r c' 0, m z 0 0 z 0) 0 33 c 0 6 v z m v G) j 'm0 m � w � 3.. 4■1•k4 lb. ? 0,0 11 10 9 8 7 Clgt 6= mall INC • m . • • • • .. • • .... • • 6.••• .... • • • .. • • • • • .... • • . .... • t.....�_ • • •.• • • • ••••4 .. • .. . 4 . • • "" e 210ti v Miami Shores Building Department 1 Product Approval Schedule / Comparison Chart 'Permit No. 108 -890 Address: 408 Grand Concourse, Miami Shores, FL 33138 Opening Description of Product Acceptance Product Approval Opening Rough Opening Shutter Required Mullian Required Impact ID Window/Door/Mullian Number Design Pressure Design Pressure Size Y/N YIN YIN ( +) PSF ( -) PS) ( +) PSF ( -) PS) 1 Horizontal Roller 06- 0405.06 75.00/75.00 54.24 /59.08 63x38 3/8 N N Y 2 Horizontal Roller 06- 0405.06 75.00/75.00 54.24 /59.08 111x63 N N Y 3 Horizontal Roller 06- 0405.06 75.00/75.00 54.24 /59.08 74x63 N N Y 4 Horizontal Roller 06- 0405.06 75.00/75.00 54.24/59.08 53 1/8x50 3/8 N N Y 5 Horizontal Roller 06- 0405.06 75.00/75.00 54.24/59.08 37x38 3/8 , N N Y 6 _ Single Hung _ 07- 0322.06 64.00/80.00 54.24 /59.08 19x50 5/8 N N Y 7 Horizontal Roller 06- 0405.06 75.00/75.00 54.24 /59.08 53 1/8x50 3/8 N N Y 8 French Door 07- 0620.10 80.00/80.00 53.98/70.76 36x80 N N Y 9 Horizontal Roller 06- 0405.06 75.00/75.00 54.24 /59.08 37x38 3/8 N N Y 10 Horizontal Roller 06- 0405.06 75.00/75.00 54.24 /59.08 99x63 N N Y 11 French Door , _ 07- 0620.10 80.00/80.00 53.98/70.76 96x93 N N Y 12 Horizontal Roller 06- 0405.06 75.00/75.00 54.24 /59.08 99x63 N N Y 13 Horizontal Roller 06- 0405.06 75.00/75.00 54.24 /59.08 93x63 N N Y 14 Horizontal Roller 06- 0405.06 75.00/75.00 54.24/59.08 89x63 N N Y 15 Horizontal Roller 06- 0405.06 75.00/75.00 54.24 /59.08 37x38 3/8 N N Y Alexandra Selzer 271 NE 101 Street Miami Shores, FL 33138 -2422 Legal Description of Property 271 NE 101 Street Miami Shores, FL 33138 -2422 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & W1/2 OF LOT 20 BLK 35 LOT SIZE 75.000 X 115 OR 19950 -2016 10 2001 1 Pressure Line Manuf Type Width Height ( -) Pres ( +) Pres NOA 1 PGT HR 63.00 38 3/4 75.00 75.00 06- 0405.06 2 PGT HR 111.00 63.00 75.00 75.00 06- 0405.06 3 PGT HR 74.00 63.00 75.00 75.00 06- 0405.06 4 PGT HR 53.125 50.625 75.00 75.00 06- 0405.06 5 PGT HR 37.00 38.375 '7 ( 8,DASD q (KO 06- 0405.06 6 PGT SH 19.00 50.625 80.00 1 64.00 07- 0322.06 7 PGT HR . 53.125 50.625 75.00 75.00 06- 0405.06 8 PGT FD 37.000 80.00 80.00 80.00 07- 082910 9 PGT HR 37.00 38.375 et 8/Y.60 '1° 6�0 •..' 081444 10 PGT HR 99.00 63.000 75.00 75.00 • 06- 0405.06 11 PGT FD 96.00 93.000 80.00 80.00 • • ... • 07 -x.10 12 PGT HR 99.00 63.000 75.00 75.00 06 c4,,, • • • • 474200.06 13 PGT HR 93.00 63.000 75.00 75.00 66 s®Y6;;o44 • : -97-8 @ 14 PGT HR 89.00 63.000 75.00 75.00 • • 9:43-7-63M6 15 PGT HR 37.00 38.375 80.00 64.00 06- 0405.06 BUILDING CODE COMPUANCE OFFICE (BCCO) PRODUCT CONTROL DIV'MSION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 • • • .•. • . • . • . •.•• •• •• • • • •• •• •14AmputinOplANITY, P1.ORJDA • IVIEIRO•BADEFLAGLE& gT LD1NG VW 'WWI FLAMER MEET, SUI7ll, 1603 MIAMI, FLORIDA 33130 -1563 �' • '(' ) ri 1 :.t'AX 311-2": • • • y r l�i�tion -*o .. • • • • • • •• .•• •. • • • • • S C O P E : . . . . . . . • • le rules and regulations gove�ge use of 'ozrmaferiats, This NOA is being issued the applicable �� Control Division and � The documentation submitted has been reviewed by Mani- Dade County 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 (AID). This NOA shall not be valid after the expiration date stated below. The Mani-Dade County Product Control Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by ATrami-Dade County Product Control Divisidn that this product material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with tlx Florida Building Code. including the Iligh Velocity Hurricane Zone. riESCIar1101T: AhnninumFrench-Door R/ :+deletes APPROVAL DOCUMENT: Drawing No.11005-1, titled "Aluminum French door & Sidelit � std sheets by lthrough 10 of 10, prepared by manufacturer, dated 0222-07 and last revised of Robert L. Clark, P.B. . bearing the �e County Product Control Approval sip with the Notice Acceptance number and approval date by the Mani-Dade County Product Control Division. oMMSIUEIMPAt-T-RATLN-6:-birgeantl-SlMiWWBIInact-Resistant- Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The Lower design pressure from X, XX doors or 0 (sidelite) shall control 2. Egress operable doors must comply with min clear width per FBC, as applicable LABELING: Each unit shall bear a pernunannt label with the manufacturer's name or logo, city, state and following statement -Dade County Product Control Approved 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 peiformance of this product. TERMINATION of this NOA will occur after the expiration date or if there has bin a revismrh or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseinent 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. followed ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, it shall the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA consists of this page 1 as well as evidence shy E-1 and approval d above. The submitted documentation was reviewed by 'shag L c panda, P. E. Approval Date: Page 1 PGT Industries • ••• • • • • • •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • . • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMJT1 ED • • • • • ••• • ••• • • A. DRAWINGS • • • . • • • 1. Manufacturer's die drawings and sections. • • • . • . . • • • •: . .. . • • 2. Drawing No. 11005 -1, titled "Aluminum French door? & Sidelitefimpact", sheets ltbrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on •• • • • •• ••• •• 09/25/07, signed and sealed by Robert L. Clark, P.E. • .. • • • • • • • • • • • • • •• • • • • • ••• •• • B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Rice Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemoums" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Tnterlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, PE. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 'Stool . LiLaKCL Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 318' LAMI NOM. 649x) CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. B. 918` LAMI NOM 640279 CONSISTING OP (1) LITE OF 11W HEAT STRENGTHENED GLASS PLUS AN .090 PV8 INTERLAYER OF DUPONT BUTACITE OR SAFLEX IKEEPSAFE MAXIMUM PLUS MUTE OP 3116' HEAT STREVOTHENED GLASS. C. 7/18` LAMI NOM, 1.4851 CONSISTING OF (1) LITE OF 3118- ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PLUS (1) UTE OF 3118- HEAT STRENGTHENED GLASS . D. 7118' LAMI NOM. (.4669 CONSISTING OF (1) UTE OP 3118` HEAT STRENGTHENED GLASS PLUS AN .090 PV8 INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3l1 W HEAT STRENGTHENED GLASS. 2. DESIO N PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042 3. CO FIGU :L( 2, Es gss, isg, AND MO, 4. ANCHORAGE: THE 33 1/3% MEW INCREASE MUM, BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREW), THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDmO N. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. B. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS. FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 040721.01, 03-0228.08, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM -2008 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (WW2). 9.y "..,.4 I; i• ,: •.1 -uE ,LI-T••.: A. L0 0 =1GN : URE FROM TABLE 1. • - 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., 8HT. 2. REFER TO TABLE 2, SPIT. 2 FOR DOOR TO SIDE UTE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 112' GLASS BITE AL EXT. - 1B"ANNEALED OR HEAT STRENGTHENED GLASS 090 P118 INTERLAYER DUPONT BUTACITE BAFLEX/KEEPSAFE MAXIMUM INT. - 3118' HEAT STRENOTHEND GLASS .402 318° LAMI NOM. GLAZING OPTION A OR B, NOTE 1 INNTT. - 3/16" HEAT STRENGTHEND GLASS ANITAISEi 1/2" GUM BITE • 4 • • • •• • EXT. - 3118" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLOOKEEPSAFE MAXIMUM .488 •" 7118" LAMI NOM. GLAZING OPTION C OR D, NO111: • 4141•• • 4100• • • •• •• iR•07 11111AL__..,+4 _> 11L•.L:._',_• :1._;: "ry,; ;.:.L:.1..!.:.: NOA DRAWING MAP TOPIC SHEET GENERAL. NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURE& 2 VERT. SECTIONS 4 NORQ. SECTIONS6 PARTS LIST 0 6,7 ANCHORAGE......_ 8-10 • • • 4 • • • • 040000 • • • • • • 0•• •• • • • "•• •� • •• 000 44,41. • AND � 2��4 • 4141•• ALUM. FRENCH DOOR & SIDE ME IMP 4 • • • • • • • • P & • 4 • • ROM NOTES DETAILS • • • 4000 Matzo 87W4" TABLE 1. DEES GN PRESSURES FOR AU.. CQN it#F �URATION8 ® APPROVED CONFIGURATONS: X, )0(, 0, OX, X0, OXO, )0XO, OXX & 0)0(0 FOR DOORS W/ SIDE LITER TIE LOWER DP FOR THE DOOR OR SCE UTE PREVALS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS 3 WIDTH UL( WIDTH g0 37 121 80 71 314" 4 WIDTH _ DOORS WETH GLASS TYPES a B, C OR D HEIGHT 6. 793/4" 7° - 83 314" 873/4" 91 3/4° 8°- 9531-4' +75.01 -75.0 +75.01 -75.0 +75.01 -75.0 +75.01.76.0 +75.01 -76.0 SINGLE SIDE UTES WITH GLASS TYPE A 27 3/4" +75.0 75.0 +78.0' -76.0 +75.0 -76.0 75.0 -75.0 +75,0 -76.0 381/8" +75.0 .0 +76.0 -75.0 +71.4 -71.4 +87.6 -87.6 +642 -642 38314" 75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +88.5 48.8 +83.1 -83.1 9 WIDTH 38 314" SINGLE SIDE UTES WITH GLASS TYPES B, C OR 0 +75.0 -76.01+76.0 -75.01+75.0 -76.01+75.0 -76.0 J+75.0 -76.0 TABLE 2. D , Eta - _ 1) • z• • _ i APPROVED CONFK3URATONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLMSTypes )4B,COR0 HEIDHt 3 WIDTH El WIDTH 88 - 79 3/4" 7° - 83 3/4" 87 314" 91314" 8° - 95 314" 20 251 40 47 3/4" +58.6 -58.8 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +64.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.6 48.5 +44.3 -44.3 291/2" 553/4" +51.7 -51.7 +48.8 -48.8 +46.1 -48.1 +43.8 -43.8 +41.8 -41.8 28 311/2" 60 69 3/4" +49.0 -49.0 +48,2 -48.2 +43.6 -43.8 +41.4 -41.4 +39.3 -39.3 38 331/2" 64 633/4" +43.1 .43.1 +43.1 -43.1 +41.5 .41.5 +39.3 -393 +37.3 -37.3 60 71 3/4" SINGLE 0 WIDTH EMIEB CZCI -34.0 +34.0 -34.0 azi -34.0 +34.0 -34.0 +34.0 -34.0 SIDE LITE 103/4" 12 3/4" 19" 213/4" 38 U6 GLASS ES A, B, OR +75.0 -75.0 +75.0 .75.0 +75.0 -75.0 +75.0 -76.0 +76.0 -76.0 +75,0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 78.0 +72.4 72.4 +68.5 -68.5 +65.0 45.0 +61.9 -81.9 +69.0 -59.0 cma���y,��r,������,•yy�,,D�• +61.0 -61.0 +55.0 -55.0 CEDED E3 ErEJ -352 ff:1:11E11 CEMIEM 35 3/4" +340 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3/8' LAMI (1/8" A, .090 PVB, 318" HS) B. 3/8' LAMI (1/8' HS, .090 PV8, 318° H8) C. 716" LAMI (318"A .080 P/8,318'1 8) D. 7118' LAMI (3116 HS, .090 PVB, 316 HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR2. MAX. OX/X0 WIDTH = 73112' MAX. OXO WIDTH = 1091/2' MAX. X0(0/OXX WIDTH" 107 3/4' MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 918" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH NE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.B.F. ARE NOT APPUCABLE IN MIAMI-DADE COUNTY. ®8. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x80' HIGH SINGLE DOOR WITH 29' SIDE LITER DESIGN PRESSURE " +87.0 / 47.8 P8F EX. 8 FROM TABLE 1. OXXO WITH GLASS TYPE A 88" WIDE x88' 141014 DOUBLE DOOR WITH 38 1/2' SIDE LITER DESIGN PRESSURE = +70.4 / -70.4 PSF EX, C FROM TALE 2. OXO WITH GLASS TYPE C 30' WIDE x87 3/4" HIGH SINGLE DOOR WITH 28" SIDE LMTES DESIGN PRESSURE = +43.8 / 43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 314' WIDE K 80" HIGH DOUBLE DOOR WITH 26 SIDE LITES DESIGN PRESSURE _ +43.1 1.43.1 PSF • dNIP•s "d o a"m • ®0. FOR COMBINED 0008 AND SIDE UTES FROM 1,•WHICH REQUIRED REINFORCEMENT AT DOOR TO S • • p� CONNECTION SEE SECTION E-E, SHEET 8 FOIr R•E•di�F•O�tCEMENT • •HS�1S414,064• • • • ••qr Ibiebur r?Ili'iEeiE,. tworsonewartme (YOIRM A IIL 1e Fa N 13:GT VW* Barer DESIGN PRESSURES •••• • • •••• • • • • • • • ••• • • • • • •• • •• •• • • n I °w • ••• 1I V • •••• • • • • • ALUM. FRENCH DOOR & SIDE 611 rD101 2 + 10 *PACT GlEgior 1100!1-1 •• •.A• s•• `=(y) • •• • i • • .. • • I • rob•s CS* RE. Puna Sa+•amil r---- 791i!° WAX MAX. MA14 -- +r-3E: NOTE 3+j•••-- MAx 38 3/4 SEFE NOTE 4 O OR XO 0 Er 4 IE 143 314• MAX H- —+ - SEE NOTE 3 38 W4' SEE NOTE 4 11314' MAX. 37112' 24 9118' MAX. AMAX DLO(TYP) O 95314• MAX. HT. gLv X A XX NOTES. — I. FOR ANCHORAGE DETAILS SEE SHEETS 6 THROUGH 10. 2. FCFINORJZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND & 96314' MAX. (rna Egaa q y„aedn,,4.11,0.1 ailh the HEIGHT • I'IEIGHT - 11318' ® • • • •11,w1. uu- .1 c444 DLO Ua4. DLO WIDTH IC n DOOR WIDTH - 1216/18• • **AR. O °%�.45Z ta[(j• DLO WIDTH 'XX'=DetalVID 1/2-11814 .rot 4 �•*4 rn,d, SEM •••�sr_i.E11s1 DLO HEIGHT • HM 114 A • DLO WIDTH • WIDTH 41 • • • • • • • • • • •••• • • • • ••• • • • • • 3. SIDE UTES OVERLAP 'X' AND IOC DOORS®Y 314' WHEN ASSEMBLED TO MAKE 'X0 .'OX','OXO"X7(O,'0 0C AND '0 'OM' CONRGURATIONS. • • • • • • • , • • 4. REINFOROEMENTLOCATION FOR SIDE LftE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • L CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: (7C DOORS • WIDTH - 5. 648) (' 0C DOOR wDOOR WIDT /2 4019) • • • • • * Cy, • • • • ausion mos. No ELEVATIONS • • • • • • • � '7 • fon nratoosawnipe IEM mom R.M278 awe � FRENCH DOOR a $1D't.RE 1MPAC�" • . • • 4 .e. • • M' F I V I E 4 ' & t s a r 'Rpm M a r i 0 10 1•"••• 110054 Ile • • Prizij • ALf' 3:.h.fn • fp ar M.MItar PA aft ids WNW 211?AI7 MYi4= • NOCNVONTOPPONEM AWm o INIMENCUOVINEADOEMNATOSINIXASSOMY SL SECT. B-B VERTICAL Man INTERIOR MAIL 8117E UTE HEIGHT SL VIEW G-O CORNER ASSEtAB4t: EXAMPLE ELEVATIONS ALUM. FRENCH DOOR a rsdrr Mal MW FINN 12r I 4 + 10 • .... • • • • • • •• •id! SIDE Lf7'ES, IMPACT • • • • .R. 1 110051 1% • • • GI o • •• •••• P.& • Structural ow! EOM MAX. SL WIDTH SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 8) e 1-* DLO-1 SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY ,r.+•e are arr arrs mf•gWTHISECE T. MOM R P.Q /QX! NOAQ>aM RAN .•. •• • • • • •• SL SECT. F -F • HORIZ. (SINGLE SIDE Lrer; • VFRTiCAL SECTIONS • •• =gA ut • ••Roo Wok •r ••Mr•Ast;t4 giro with On • • • • • • ••• • • • •• • • e -.ii./ • •••• gr r •t • 7• AL 4 P.B. • • • • • • •••• UM. FRENCH DOOR a SIDELIPES IMPACT+ J • ,.„ amigo • • PE f313712 8ragr 17/21 15 • 10 I 110061 I d • • ewtw DWG M Pt1T9 DESCRIPTION ©Q�r•�[r2Fii�[ *Z; WI Ell= 111311 LANNI -'-'U--.3111101111 Q938 0968 'T_NI 'J';ri":i3_14 -zil (� ►.tiiA E =O=1- PLA 2 - L• TRIKEPLA INN EMI Wcw; Fri YAL'-:!v %i'a: ∎'7 M5T,TrMAMT! • «•,2� SRJINE r..I" 11.: r.., . ?_7I rl'71' NEI =MN I�'lZr;1~RimrYtwafflu Erzmill �'' =����• Tit i.1'. �)r ', •• Iwn•1 maul= IT.Ti /!�E= 7.f «1R�T�`:i:i�Tr�T�i�! yrt•,mr.7r.T7� 11001A �� ,r • [SjI?r7_1r ACET o - • i R .008 inIcr d •1■I'i • •M ��akaMil Ea go= "c?' ,,,z.. �.T3r�l[�1:1,''i 7;Ih�l. • T� �. tlt�• „l•� 'i'�'}� H".' �AT�NNI1.': ":�1i11:. 17i'T�ri ."ri�Ii�'[3�.-�yT3.ii 1E31 IIIMIIIEILLI111■1111111111.1.1. ElPIM "r97Tt 'a►'�14 17:f,1��; T c`TPfwx7r K=Yi 1 Elfin 4 710Xi4PFA INS -RT OW X.760 PH. FL. 8MB 91 +• 811E 917 1178 8910 6911 7FRMO 1088FP W,B • • EY 87 HX4 R PANEL, TOP & BOTTOM RAIL 0008 PANEL, SIDE RAIL HINGE EXTRUSION 0 X.828 PH. FL 8MB :•■K 7Y K 8 . PT'' 1130 SRODA 8M1118 THREADED ROD .1'-X.200 F! EAL FL SILL OUST PLUG CTIVEPNL C��i r. $ - 4 • PAIL r., Him Gyl1111111►7i7Tf_S1111111 LA =III aial:1111111 Mai X.160 PH. PL. 8MB $ "11 E - N8' 114A --T" P' EL 987 66 1118 710X34PFA 010 X.760 PH FL 8MB ITEM -DWG 9 PG111 60 920D 81 9210 82 9166 83 1168 84 '896 68 999 68 934A DESCRIPTION 69200 6921 60381 781PQA 7998 7999 81841M SIDEUTE HEADER SIDELITE BILL SIDEUTE JAMB 118 X1.01:0 QUAD PN. 8M18 HEAD GASKETS (STOCKING 070998 SILL GASKETS (STOCKING • SIDEUTE JAMB ADAPTER 2 X1.000 SHEET METAL SCREW SETTING BLOCK, 3/32" X 1/4" X 1" W/PSA SETTING BLOCK, 1/18" X1/2" X1 WJP$A 87 70 71 72 73 92 4222A 988 988 7126631( 71287K 84222 6986 64188 BEAD, 7H8" BEAD, 3/8' BEAD, INTERIOR 93 94 98 • 96 97 08 1224 61P24 BULB, 'THICD IN OR 899, 983 .90 PUB, 3118" HS , .90 PV8 3/18" H8 , .90 P 311 8 H8, .90 PV8, 3116" HS QUIVALENT EXTRUDED BEAD) GLASS, 718" LAM I - 3/18° A V8 6" H 102 + 11006A 41108A (ACETAL SPACER INHOUSE INJECTION MOULDED,' 03 OFF THE SHELF DEAD BOLT LOCK l 360 13 OUTBWING THRESHOLD CHANNEL COVER 8083.78 t---- 2.760 ---+'� w 0 .850-04 L.71.25-1 •�. TUBE MULL 808348 • • • • • •• • • •••• • • •••• • • •• •• • • • • •• • Qd 8mU 4O j 11h tM ••41 • • • • • • • ••• • • • wow so F.K SOW d.,6 *81.6? ammo To nagacow yonson. MONO FL S273 filak PIiWlQ1MA FL Deal,(, /kw PARTS UST • • • • •••• • • • • •••• ALUM. FRENCH DOOR & SIDE GTES,'IMPACJ• • • • • 10101 1MI 8 + 10 I°'•"` 11001-1 I Be • • •••• ••s • • • •• • •••••• L auk, Pg. • 1109712 sv,•nen D0OR PANS. EL TOP & BOTTOM RAG. 808348 FILLER MEAD ADAPTER 10 808348 FRAME oHEAD 808348 Olish wow NOONMMEOISIMET DOOR PANEL SIDE RAIL 808375 r-1800 128 R,I.750 o808345 TRUSS s0835 000R PANEL INTERIOR ASTRAGAL 808378 .060 W BLAZING BEAD 73 8083 -T8 r1.780� 082 4.875 4.728 4.100 DOOR PANEL OEXTERIOR ASTRAGAL 808348 7818° GLAZING BEAD 808345 O8L HEADER 808345 81 SLIM 808378 tworeamowartuave AF ova SUP Vida. B 20 DOOR FRAME, JAMB 8063 -T8 210 SL JAMB 808378 8307 .050 • 2.810 • • •. • 0 BL MM. ••• 88 ADAPTER ... • 060 °'�j10 260- 3TR STRIP CTMEHANNEL 808378 0.378 2.12$ v L.--11! 32 NIN0E 808318 • • • • • • • • mwa •• • • •. •• • EXTRUSION PROFILES • ALUM FRENCH DOOR & SID@!> 1 IMPACT. MN l 6I�7 •10 rill 7,0084 TIP • • .128 o..oeo 1Pl4In.*ththe •• MO.... • •• • Stmohnil 4 f—zo —1 x SILL T ZONE V SEE TABLE 3.. BHT. 9 HEAD HEAD HEAD f Z�t_zzNE _tZ 1— zdN"�E T° —zo °0°-1— 1—Z E °E°-1 0 rZOHNE'o'tZONE°E°1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19' x 83 314' SIDE LRES'B' AND 'E' ZONE ANCHORS FROM TABLE 7, SHEET 9. XO OR OX SILL _4 talu. ZONE ZONE'0'� �' ZONE"8'�� �T ZONE 9 ZONE ' SEE TAE R 4.• SHT. 9 BEE ABLE 8,. BHT. 9 1— ZONE 'D• t ZONE °F'-1 1-z" zoN" E'F' ZONE , ta. A /OX0 a ,' (XXO OR OM( 1 1 , \ bpd q aomp!;ingwlt4 t$o \ J SiZ�7z3f 81u. SILL 8p.1. .— I— $� #20NE4 $NPE�' TaeLE 7.. — -ao� E- �•°`. Sla"� �9�- I ZONE- �---.� _'�'ZONE-f I-- 8U �s 'D' ZONE'F' • SEE TABLE 7. BHT. 9 SEE TABLE i.. SHT.9 AL80 USED 4E AN EXAMP OF ANCHOPAO.E FOR B 3f4'H UNLT • . 7j 314.w 70c 000R MN 19'W SIDE L1TE8 (888 S I0M••o•• E +•T• Miami Dids Padua — NOTES: .FLEX MASONRY ANCHORS 3. #12 SCREWS • • • 1. APPROVED ANCHOR TYPES ARE: 1.114° SPACING ATAPCCNS 2. 1/4'e 0.0. 884 CRETE -FLEX EXAMPLE QANCHOR LAYOUT ABOVE. • • • • • • 2JINCHOR QUANTME$ ARE BASED ON SPACING A8 FOLLOWS (3' MIN. O.C. FOR CONORETE • • • • ,�M :13114' MAX. FROM CORNERS AND 23 118' MAX. O.C. • ,/� d • y- ..* R 8I • F ".:. -^ : 8' MAX. FROM CORNERS,. 9' MAX. FROM ASTRAGAL CENTERS AND 20 718' MAX. 0.0. • • • • • • I.�, �Ur • , : , . . 13,x![_. SIDE _ li?' : 8' MAX. FROM CORNERS AND 24 314' MAX. O.C. TO THE APPROPRIATE TABLES ON SHEET 9. • • • • • • 3. TO DETERMINE AN R QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER 1 PLUS: 9. F°31ANCHORS FROM TABLE 4, SHEET 9, EACH 'F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 TOTALS (4 TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+8+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT 80.1.. ON ANCHOR 2011B VOW. MO NOKOMIS MUM mar aMO san 8stser ALUM. FRENCH DOOR 8 NOE LIVAMPACT ( • • FD,,, 171781.1 10 • ▪ •.•. • • • • • • • •••• •• • •• • • • • • •. 1• • •• • • • • • TABLE 3. X, DOORS GLASS TYPE NOM 9 8t881RA A, S. 0 MAMA - TO 37 2.3, WOOD 1,2, COM LOAD 201168 W311H x HL 27.80 x 80 87.1 91. 9.7 29.80 x 91 87. 91. es. 31.60 x78. 83.75 a. 91.76 95.78 0013 ElEllE1 COEI0O11J 001300E1 Loud ©D '0©UO ©D 000000 Q©E OED 01E 110011 1301101111 13E111301310 0©11013117 [1©DL1 ©117 [111311013© 0011013E1 001011311] ®romn©t3 rmnWW1 00130E113 [101301311 [10 10 131313 ©©13n®LI [1011700117 (10110(11] 130130E113 110 10 0(1311] EMI 10 nun [101311 ®D 1313111710113 J(1 10 13013 ®E1 10 b 0117 DD [lOflrI 37.50 x79. 83. 91.7 95. TABLE 4. Q DOORS (ALSO %DOOR OF y! & O. GLASS ANCHOR 8 :. 11TA .y 2.3 A. B, 0, WOOQ 1,7, 00N0 90C•47. TO 71. W,DR1 x NT. 47.78 x LOAD 21J1,e8 I 7A.:,L�®13011 a.. 01011©[10 81..,1310EI0© 91. [111311170113 96. • 111311001 3 81.76x79. 'On1611L1Q 83 ,0133100E1 87.7 0E11301:1 91.'•'0(11 0111 98..0(1117011, 6 - 0131E1 OH 013E10E1 E1 13E1013 0(111101© 0110 (1011 6 film 0E1 nrinai] nDDOD 13DODE1 0(11[131© 5 031170 63 01311301© 61.7 0(1(101(1 5 e1. 01[111]01111] 5 5. 013 io 'IJE7 6 97.76 x70.7 01[717 011 6 83. 'CIDDOD 8 S7. - 011;11((171((© 5 e1.'d1]10jfl 6 as, 01111]11111 6 71.76 x70. 0111111[11113 81' 0111][1.01 a. LI IDODUI el.. • 1`71[11 10 0111:111 987.177111]©(©1[1 G' Ec 3 8 3 3 3 a 3 116.78 x79 a 87 91.7 95 078x79 89 87.7 91. 3 3 3 5 99.78 • 79.7 3 3 6 6 2 TABLE 6. Q SIDE LITE 01A03 A 8 G 812181R•7E 19, W000 YAMS 0' - 10. TO 38,7 W®1H x Kr 10.78 x 78. 63.7 97. 91. 95. YL78 • 78.7 S3. 87.7 91. 96.7 1,2, 000 LOAD aver 10.00 x 78.7 63, 87. 91. 9.7 3 8 27.78 x70. 63. 57. 91.7 9A ��Rl101 auwi nr3a© 131111 EMI DE1tf© 13113 IOU 131E1 ©13 ODtEJ 1311110113 10E713E3 10D©E1 £,111 EIL1 f0E3C1E1 [EDIf01E1 13101313 R7E110® 110D®E1 E3Ei 4 113, 13131313 DD ®® 13fE111313 ' 1131[113131 131 rin 13Eirni 131313E3 MHO 1313 E7E310® E%Dt113 1101!.13 [31311® 1711(013 rniw 1 TABLE 6.11Q & ox avin ANOHORWP1 MUMS TO 97. OWE u1E A,8,0,0 2,3, WOOD 1,2, OONC TABLE 7.2ii(2 Q l m GLASS ANC11 TYPE LOAD2gNE9 • 14 . 10.76 x79. 83. 67. 91. 85. 12.78 x78. 83. 67. 91. 987 18.00 x 78.7 83. 87.7 91. 95. 38.13 x 70.7 63.7 a. 91. 96.7 39.76 x79. 83. W. 01.7 a 3 • *wan FI.8•08 PQ R� 21.75 x79. 91 a. 01. 95.7 27.78 x79. ea P.' 91 95.7 9&13 x79.7 83.7 a. 01.7 06.7 3816 x79:7 83.7 e1. 99 EtGlr Vkibb Barer 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 00 00 00 01 00 0© 00 00 0(1 00 00 inn 131 inn an 00 Do 00 DEI 00 OD 011 130 13111 111' 00 1101 M x 1 1 9C • 28. TO 37. IOC - 47.7 TO 71. /106 UTE WD111 x NL 10.75 x18 83. 87. 91. 96. 12.75 x78. 83. 87.7 91.7 95.7 18.00 x79. 83.7 87. 81 es 21.76 x79. 83. a. 91. e6. 27.78 x78. 83. 87. 91. 96. *13 x79. 83. 87. 91. A,B4O,0 2,3, W000 1,2. CIO LOAD 20NE9 0 DD 4El 0E1 4 D 0E1 4'El -0E1 4 E1 �1© 413 0© 4 113 13® 417 0© '4D Mil '4D 13Ero OD D Dfl 4 4 DD 417] tffl 4 D ,.DD d 4 D Eau 41] DD 413 o© 413 DD 417 7' PEI 4 El Du 4 111 Di7 4 11 0113 4 El = 0113,.. 4 1] E13 nza ©1 011 13 Iran 11 36.76 x79. 91 a. 81. 95. CHOR QUANTITY LOAD Zo> ALUPS FRENCH DOOR di 8 • 10 1 BPIF ED ANCHOR IYPE5: 1.114• ELCO TAPCONS- 2114" ELCO SS4 CRETE -FLEX MASONRY ANCHOR 3.0012 SCREWS 906) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Noah a iox•ULtbs ••• •••• ••• • • • • • • • •FACT • •••• ••• • • 00000 • •l l /• •• • • •• • ...._,L CM. P.d • 1b3Hw••• B • Structure/ • • • • • • •• • •••• • • •••• •• • • • • • • • 000000 • • •••••• go.L 1 NOTE s-;-` b—OMI HEAD (W000) 1/4" MAX SHIM 1 MIN. • TYPE 1 1 314" TYPE 2 1/4" MAX. SHIM I b ANCHOR 1 TYPE 1 OR 2 (CMU) r D (CDNC) 1318" TYPE 1(CONC) 1 3/4" TYPE 2 (CONC) 1/4' MAX SHIM � - -ANCHOR NOTE TYPE 2 1 MAX �1LJ�� f '�• / MIN E.o. DOOR JAMB (WOOD) SSE -LITE iEADIWOOO) aliall$ �� V ....,.......„ 2X WOOD €SET. 1.S KO MIN. CMU OR BUCK NOTE 2 3.4 KBI MAI CONC . DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 . ANCHOR, OR 3, NOTE I -- .NOTE 1 -, HOE_ _ _ _ , ���� 1X WOOD t . BUCK NOTE 2 .�I 1 19/8" TYPE 1 1 3/4" TYPE 2 114" MAX. SHIM CONC. ANCHOR NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 10R 2 (CMU) 13/8" TYPE 1 (OONC) 19/4° 13/4" TYPE 2 (CONC) MIN. E.D. 1/4" MAX SHIM «u,4; 1X WOOD BUCK, NOTE 2 DTs 1.8 KSI MIN. CMU OR 34 KEN MIN. CONC. 4" MIN. E.D. .� r • L� ti ,'J: 19�'TYPEI 19�°MIX tip: �* rr 13/4 TYPE 2 �7 urn 3A KSI MIN. i v r j °TYPE 2 1 9M" 9.4 K191 MIN. CO�II " CONS =r I- i'' 11 fah `1 is 2X WOE RUCK NOTE 2 E.D. 2X WOOD BUCK NOTB 2 1314 -+y__ DOOR SILL. (MOOD) ILL(CONC) --- SIDE LITE SILL (WOOD) r� !-- l� SIDELITE-iii 1NC) r NOTES: L_------- 1, FOR CONCRETE INSTALLATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVES ELCO 114" TAPCONS EMBEDDED 1318° MIN. (TYPE 11 OR 1/4• SS4 CRETE -FLEX EMBEDDED 13/4° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OP ANCHOR TO CONCRETE EDGE 18 1314 °. FOR WOOD INSTALLATIONS •• • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT 1S INSTALLED DIRECTLY TO SOLIDCONCRETE. fil f SS DEPICTED AS 2x ARE 1 1I THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OP WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVE i19iiHE AUTHORITY HAVING JURISDICTION(AHJ). 3. IF SILL 18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 18 NOT REQUIRED. IF USED NO N-SHRINK, NONMETALLIC GROUT (3408 PSI MIN.), (DONE SY. ) MUST FULLY SUPPORT THE ENTIRELENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR 1.0AD TO SUBSTRATE. IF SUSBTRA 18 WOOD, 3118 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISD1011Q E 71rr1�p ore •r1= - •� - - - — 114" MAX. - -_. =. 1/4• MAX SHIM 012 SCREWS, Ge (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1318' MIN. (TYPE 2). o.r TECHNIZOOYDRIM as Pi�R ANCHORAGE DETAILS • • •• .• •••• • • • •• • • • •� •••• • • • •. ALUI'L FRENCH DOOR & SIDE L IMPACT rrr ralo► I NTS 10 + 10 I t411000-1 • B • • • • • •• • • 000000 • • • •• •••• •••• • • 1) ° ••• Lark Pa, •• PE 401/112 • 4WOluAI •••• •• • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series BR 710 Aluminum Hm i zontal totter Win ow APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Killer Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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. OVILIW,1M KCRATIN IUrge Mass -Re Impact kesislss `^ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture, of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded •by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • ••• • ••• • ••• •MLb -MQE CO TIi, fLORI13A; • • • METRO -DADS FL A'J W1LDI IG: 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)175-'290 ; Fidt(30) 3708 .. • •,• . • .budd�,_,11�i:, IQ• • • •• • • • • • ••• ••• oABio O _ got onDate:_Deeemier 21, 2011 `A-pprovaiDate: - Deeembei -2L b�A Page 1 PGT Indust ies, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED.; • • • • • • • • . • •• • .... • • •. • • • • • • • • • • • • A. DRAWINGS 4, • • • • • • 1. Manufacturer's die drawings and sections. • 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Windor i acI' she4s 1... • • through 11 of 11, dated 02/28 /06, prepared by manufacturer, signe$tncis/aled2�Y • '. Robert L. Clark, P.E. • • • • • .. • • ••• • • • ••• • • •• • • • •• •• • `• • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • •.. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 Jaime D. G = ' n, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5118° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 518° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A.080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18° LAMI CONSISTING OF (2) UTES OF 3/18' ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 718° LAMI CONSISTING OF (1) UTE OF 3/18' ANNEALED GLASS AND (1) LITE O= 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7/18" LAMI CONSISTING OF (2) UTES OF 3116° HEAT STRENGTHENED GLASS NTH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/18° LAMI IG: (1) LITE OF 1/8° OR 3/18" ANNEALED (MIN.) GLASS, 5/18' OR 318° AIR SPACE AND 5118° LAMI CONSISTING OF (2) LITES OF 118° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/18° LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5118° OR 3/8° AIR SPACE AND 6/18° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) UTE OF 1 /8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER I. 13/18° LAMI 10: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN,) GLASS, 5/18" OR 3/8° AIR SPACE AND 5/18° LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18' LAMI 10: (1) LITE OF 1/8' OR 3/18" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYEF. K. 13/18° LAMI 10: (1) LITE OF 1/8' OR 3/18° ANNEALED (MIN.) GLASS, 3/18' OR 1I°: AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/18° LAMI 10: (1) LITE OF 1/8' OR 3118° ANNEALED (MIN.) GLASS, 3/16° OR 1,4" AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: O�X XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) ®0. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 331/314 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 12 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL-4859. ELCO TEXTRON NOA: 04-0721.01, 03-0226.05 ANSI /AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL • • • • • •• • •••••• • 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH •VE•Lt3&frY HURRICANE ZONE (HVHZ). •••• • • •••• Radar aendar F.K. wader. F.IC camas F.K. Calm R CHANGE TO ASTM E 1300-02 ankiens A ADD AIR SPACEDIM. NOTE 1, TECH. REF. NOTE 76 NOTE 8. GoDder O1 J.J. 323/00 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 KO. SOX 1528 NOY.OMIS. FL 34274 PST Visibly Better GENERAL NOTES •••••• • • •• •• NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 8 PARTS UST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 • • • •••• • ••• • • •• • • • • •••• • aft ALUM. HORIZONTAL ROLLER WAIDNIVIWPACT a HR710 NTS 1 > 11 mane • • 4127 -10 • • • •• • B. 000000 • • • • ••• • •• •/�!• (/r ••••• ••��•��o••••• • • Robefl L. Clank, P.E. •••• PE #38712 • • Sam•••• ••• •• • • • • • • • • 1/2° NOM. GLASS BITE 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. 5/16" LAMINATED GLASS v 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS aEXTERIOR INTERIOR (ALL SECTIONS) 1/2° NOM. GLASS BITE f 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .— 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8/18° LAMINATED 5/18' OR 3/8' AIR SPACE f--- 1/8" OR 3118' ANNEALED (MIN.) GLASS 13/18' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED • • 3118° OR 1/4° AIR SPACE 1/8° or 3/18° ANNEALED (MIN.) GLASS • • • 13/18° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI • • ••• • • •••• t= mar 10/17/08 8/13 floritblv 8 Ra**x A NO CHANGE THIS SHEET ADD A/R SPACE DIM. TO LAW 10 DETAILS comer. F.K 2128 /08 Chadad4$ J.L DatIr 323/88 1070 TECHNOLOGY DRIVE NOXOMIB, FL 94276 P.O. BOX 1628 NOXOMIB. FL 34274 PuT Visibly Batter GLAZING DETAILS •• •• • ALUM. HORIZONTAL ROLLER WI /DOW, IMPACT s 0= auarorn. — HR7t6 •4127 -10 Full 2 d 11 •• • • •••• • ••• • • • •• • • • • B' • • Robert L Cla*, P.E.• • •••• PEII39i1S•••• • structure] ••.• • • •• • • • • • • (XOX 114,112,114) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" _38 3/8" 48" '- 6ff'6ir - 54" 60" -ff3" 84" A,B,G,H +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 =60.0 -60.0 +80,0 -80.0 +60.0 -60.0 +80.0 •80.0 +59.1 -59.1 +60.0 +56.3 -60.0 -56.0 108 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -80.0 +60.0 -60.0 +60.0 -80.0 +55.5 -55.5 +52.1 -52.1 108" A,B,G,H +80.0 -60.0 111" A,B,G,H +60.0 -60.0 +60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 .60.0 +55.0 -55.0 +51.7 -51.7 -60.0 _ +60,0 -60.0 +60.0 -80.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 r +50.9 UP TO 111" C,I +60.0 -50.9 -60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 (XOX 113,113.113) DESIGN PRESSURES WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" . 38 318" 48" TABLE 2. WINDOW WIDTH GLASS TYPE 63" 60" A,B,G,H +75.0 WINDOW HEIGHT +75.0 -75.00 +75.0 -75.00 26" I 36" I 38 3/8" I 48" I 50 5/8" I 54" I 60" 83" TO 86 7/16" A,B,C,G,H,I -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +60.0 -80.0 TO 86 7/16" D,E,F,J,K,L +75.0 -75.00 A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 -75.0 (OX AND XO2 DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" . 38 318" 48" 60 518" 64" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -76.00 +75.0 -75.00 +75.0 -75.00 +76.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -76.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72„ A,B,G,H +76.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75,0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75,0 -75.00 +76.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75,0 -76.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +76.0 -75.00 +75.0 -75.00 +88.6 -68.80 +63.5 -63.50 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +p.8 -10.80 UP TO 74" , D,E,F,J,K, L, 443 '-7sf00 GLASS TYPES; TEST REPORT FTL-4858 (X0)Q, FTL.4859 (OX 8 XO) • A. 5/18" LAMI - (1/8". A, .090,1/8" A) G. 13/16" LAMI 10-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,118 "" • • B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/18" LAMI 1G -1/8" OR 3/18 "A, 5/18" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/1%94. • C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) 1. 13/16" LAMI 10-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,Vf"11 • D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/18" LAMI IG -1/8" OR 3/18 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI- (3/16"A, .090, 3/16W • • • E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI- (3/16 "A, .090, 3/14'111§),,, • F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/'6 "H3) : 10/17/08 : 8 0344 3/13108 r7e",ianx """"40P REVISE DP TABLES TO ABM E 1300.02 ADD AIR SPACE DIMENSION LASS TYPES 0 THRU L. 34* J.J. 3/23/00 1070 TECHNOLOGY DRAM NOKOMIB. FL 34271 P.O. 89X1529 80605118, FL 34274 DESIGN PRESSURES • • '. ALUM. HORIZONTAL ROLLER WINDOW, INTPACT e amn error "®vex. - HR710 NTS 3 " 11 4127 -10 B • • • • • •••••. • • • ••• • • • •• _• • • •••• •••• • ••••• •• •••••• •/Roped L. CIer14•P.E. • • • • PE #39712 Structural 261/6' MAX. DLO VENT 49 3/4° MAX. DLO FIXED 0 111° MAX WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) 3D6 °MAX DLO FIXED 33 9116° MAX DLO VENT $ A 57 3/8° MAX DLO ALL FIXED LITES 58' MAX. 63' DLO ALL MAX VENTS HEIGHT ALL CONFIO. C 74° MAX. WIDTI I DETAIL A - OX OR XO 261/8° •-• MAX DLO VENT 251/6' MAX. DLO I FIXED 86 7/16' MAX WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • • • •• • •••••• • •••••• •••• • • •••• • • •• •• • • • • • Reg4� Prialems Ammar FJC Read By FK Chew 10/17/00 8�. 5/13/08 Revbfma Revbbm A NO CHANGE THIS SHEET NO CHANGE THIS SHEET ft. FK X06 Gamer J.J. Date 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. SOX 1829 NOKOMIS, FL 34274 PST Visibly Bearer • • ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SerkeElpfat HR7/0 NTS se.et Draft N. 4 a 11 I 4127 -90 Per B • • • • • • •••••• • • Z•.• OOOOOO • • • • • bert L. CIA PE. • • • • PE 939742 Struewral MAX HEIGHT MAX VENT DLO MAX FIXED DLO SECTION C-C (VERTICAL SECTION) INTERIOR INTERIOR MAX. VENT DLO MAX FIXED DLO -1 MAX. WIDTH INTERIOR SECTION B-B (HORIZONTAL SECTION - XOX) EXTERIOR ()OPTIONAL EXTERIOR SECTION A A (HORIZONTAL SECTION - OX) • • • • • •• • SEALYJ>I{T•QI QASKET AT HEAD MID SILL 000000 •••• •••• ••••• VIEWD -D — ••'••• (FRAME CORNER CONSTRURION3 • • • • • Need kw DAC Rafter New0B F.K 'ke�ier F.K oIs 10/17/08 NerWmc Data 5113/00 Ones Sr Mr F.K. 2/28/08 NaNelutc A Osakeaer NO CHANGE THIS SHEET NO CHANGE MIS SHEET Data J.J. 3123108 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FIG" Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER W1NMW, IMPACT. paw aw®+um X 4127 -10 18 • • • •••••• • • • ••• � • • u � • •• •••••• • Robert L. CM*, P.E. • • • • PE @387warl12 srel HRTIO Half Stae 5 . 11 ITEM DWG REV DESCRIPTION MATL PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "1-1S, .090 PVB, 1/8"HS) SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 13/16" LAMI IG1 /8 "A,1 /4" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16"HS) #8X3/4 PH. PAN HEAD " 7834AA 4 4053 13/16" LAMI 10-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "A) SASH STOP COVER (SASH STOP) 6063 -T5 AL 13/16" LAMI 10.3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 6 4136 13/16" LAMI IG.3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) FIANCE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 1624 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 78IPQA 641100 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 17 4054 B FDC D MEETLNGRAIL 6063RD -T6 AL 64054A 19 4066 W STP,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 W STP,.250 X .270 BACK, FIN SEAL 616830 23 225.1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINORAIL 6063HS -T6 AL 64006 33 1235 WSTP,.170X270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH. FLSMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP,.250X270BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078 "C"LORR 50 GLAZINGSILICONE, DOW 899, 995 OREQUIVALIINT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL (LAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZINOBEAD.5 /16" 6063 -T5 AL 6403913 54 4044 B GIAZINGBFAD- 5 /16 "W /GRLLLKIT 6063-T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRIN. KIT 6063 -T5 AL 6985 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16" LAMI (1/8" A,.090PVB,1 /8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 66 " 13/16" LAMI IG1/8"A, 3 /8"AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, I /8"A) 67 " 13/16" LAMI IG V8 "A, 3/8" AIR SPACE, 5/16" LAMI 1/8"A, .090 PVB, 1/8"HS) ITIIK DWG REV DESCRIPTION 1 MAIL 1 PCT# 68 GLASS, 13/16" LAMI IG1 /8"A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "HS, .090 PVB, 1 /8"HS) 69 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8 "A) 70 13/16" LAMI IG-3 /16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, U8 "HS) 71 " 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "1-1S, .090 PVB, 1/8"HS) 72 " 13/16" LAMI 10-118"A,1/4" AIRSPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16 "A) 73 13/16" LAMI IG1 /8 "A,1 /4" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16"HS) 74 " 13/16" LAMI IG1 /8 "A,1 /4" AIR SPACE, 7/16" IAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAMI 10-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "A) 76 " 13/16" LAMI 10.3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 13/16" LAMI IG.3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER) 3105 -HI4 AL 91 1630 SCREEN CORNER KEY W /RING POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RING POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCE CLOTH mar F.K. r 18/17!08 ib"dms 8 NO CHANGE THIS SHEET Gale: RerlGs2 F.K. 5/13/08 A a...sr• seen uamedsr F.K. 2/25118 J.J. 3/2311 8 ADD SPACE DIMENSIONS ITEMS B8 THRU 77. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 V[s1b[y Better • • • • • •• • •••••• • OOOOOO •••• • • •••• •••••• • • •• •• •••••• • • • • • ••• I • • •• ••••• • • • • • • • • • •%i, fr•••• • ALUM. HORIZONTAL ROLLER WINbSW, IMPACT• • • •,• Rey, • • • •- -- -LCl1.P.E. • B" °'�"° "� • PE 839712 HR710 NTS 8 m 11 4127 -10 @ • • • Swctw 1 PARTS LIST • • 1.373 1 enf rtn Y►- 2..71 --�I O FLANGE FRAME HEAD #4102A,8083 -T6 1.273 OSASH STOP #4025,6083 -T5 .082 L1.349-w1 0 SASH TOP & BOTTOM RAIL #4133, 8083-T5 1.'(83 .050 —mow 1.01 —I+ ----17 O GLAZING BEAD, 5/16" #4044B, 6083-T5 (USED W/ GRILL KIT) .678 3.152 O FLANGE FRAME SILL #4138, 8083-T8 O HORIZ. ROLLER TRACK #4131,6083 -T6 2 —'1 1.081 I� 32 SASH MTG. RAIL #4008D,6063HS -T6 .878 1.098 T 55 GLAZING BEAD 7/16" #4222A,6083 -T5 2 O FRAME SILL ADAPTER #4137, 6083-T8 1.187 rr -• -.062 _tl 11.403 -- 17 FIXED MEETING RAIL #4054B, 6083HD-T6 —r 291+4 SASH SIDE RAIL #4126,6083.75 1. .050 1.115 —I -11 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED WI GRILL KIT) 9 b 1.51 � .738 J tic= 40 1.443 O SASH STOP COVER #4053. 6083-T5 1.383 {f- 2.784 -1 .082 J____ 13 FLANGE FRAME JAMB #4002A, 6063-T6 .050 .878 53 1.098 -1�--I GLAZING BEA , 5/16" #40398, 3-T56 • • • •• • •••••• 88 _ • moo •• 1.0• • GLAZING B• 13/16" 59 #a06in15 •• •• •••••• • • • • • ftmudac Dec Rmaegr. FIG Loam *Mak= 10/17/08 B NO CHANGE THIS SHEET 100=1 834 F.K MwmOr F.K Dan 5/13/06 X5/08 earaw,as A NO CHANGE THIS SHEET ChaaYetl"r uem: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 7.0.80% NOKOMIS, FL 3419329 274 P Vlsibdy Better EXTRUSIONS • • r� •• • • ALUM. HORIZONTAL ROLLER WINDSW, IMPACT, ma.a"a • HR710 H81/ 7 d 11 4127 -10 I B ••• • • •• •••••• • elm' L. Cl. ltl P.E. • • • • PE #39712 Structural ANCHOR QUANTITIES, XOX 1/4 -112 -114 W)NDOWS TABLE 4 NOTES: 1. ANCHORTYPES 1-114' ELCO TAPCONS 2-1/4' ELCO 884 CRETE -FLEX 3- #12 STEEL SCREWS (05) 01455 TYPE AN0200R TYPE & 8UBSTRATE AB,C,G,H,I D,E,F,JK,L 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CON( ZONES ZONES ZONES ZONES ZONES ZONES WINLXW 8125 y HEAD & SILL HEAD & SILL HEAD & SILL m HEAD & 8111 ' HEAD & SRL HEAD & SILL 2. GLASS TYPES: A. 6/18° LAMI- (1/8' A,.090,1/8' A) B. 5118° LAMI- (1/8' A,.090, 1/8' HS) -(7/1 113) 83.128x 38.376 48.000 50.826 84.500 83.050 83.000 1 +C2 +1 +C2+1 2 +02+1 +02+1 2 1 +02+1 +0x +1 2 1 +0x +1 +02 +1 2 1+02+1+02+1 2 1 +0x+1 +02 +1 2 D.5116'IAAII 4,000,118° D. 7118' LAM! • {3118° 4,.090, 3118" A) 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+0 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +(2 +1+(2+1 3 1+C2 +1 +02 +1 3 E. 7/16' LAMI - (3!16° A,.090, 3N8° H8) F. 7/18" LAMI - (3118° 118,090,3118' HS) 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1+02 +1 3 0, 13/16' LAMI IG -1 /8' OR 3118° A, 6/16' OR 318' SPACE, 5118° LAMI - (1/8° A„000,1/8' A) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 H. 13/18° LAMI IG -1/8' OR 3/18° A, 6/18° OR 3151 SPACE, 6118° UIMI - (1/S' A,.090, 118° 113) I. 13!16' LAMI IG OR 3/18' 6, 6116' OR 3/8' SPACE, 6/18° LAMI - (118''3,090, /8' 1 +02 +1+02+1 3 1+02+1 +02+1 3 1+0x+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2+1 3 1+(2+1 +02+1 -118' 3 J.13/18° LAM! fG -1/8° OR 3118° A, 3118° OR 1/4' SPACE, 7/18• LAM! - (3118' 4,.080, 3/18° A) A) 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +0 +1 3 1+02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 K. 13/18' LAMI IG -1/8° OR 3/16' A, 3116' OR 1/4' SPACE, 7/16' LAM( - (3118' A,.090, 3/18' 118) OR 7118' LAM! HS,.OBIi, 3118° HS) 60.000 * 33.378 43.000 60.828 54.000 60.000 83,000 1 +02+1 +02+1 2 1 +C2 +1+02 +1 2 1 +02+1 +02+1 2 1 +02+1 +02+1 2 1 +01+1 +C2 +1 2 1 +0x+2 +0x +1 2 L. 13118° LAM! 1G -118' OR 3/16' A 3118° 1l4.8PACE, •(3116° 1+02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +01+1 +(2+1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1 +02+2+0x+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TASLE AND BASED ON THE FOLLOWING SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1 +02+2402+1 3 ® DIMENSIONS. FOR WINDOW 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +2+1 3 1 +(2+1+(2+1 3 1+02+2112+1 3 HEAD & SILL 10112° MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+(x+1 3 1 +03+2+03+1 3 283/4' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22112 °MAX O.C. 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +03+2+03+1 3 TABLE KEY: 74.000x 38.376 48.000 50.626 54.000 50.000 83.000 1 +02 +2+02 +1 2 1+02 +1 +02 +1 2 1+02+2 +02 +1 2 1+02 +2+02+1 2 1 +02 +2 +02+1 2 1+02 +2 +02+1 2 ® X O X 3 PER JAMB 1+02 +2+02+1 3 1 +02 +1 +02 +1 3 1 +02+2 +02 +1 3 1 +02+2+02+1 3 1 +02+2 +02+1 3 1 +02+2+02+1 3 1 +03+4 +03+1 ANCHOR OUANTTTY HEAD AND SILL ANCHOR QUANTITY. 1+02 +2 +02+1 3 1 +02+1+02 +1 3 1 +02+2+02 +1 3 1 +02+2+02 +1 3 1 +02 +2+02+1 3 1 +01 +2+01+1 3 1 +02+2+02 +1 3 1 +02 +1 +02+1 3 1 +02+2 +02+1 3 1 +02+2+02 +1 3 1 +02+2+02 +1 3 1 +02 +2+02 +1 3 A CLUSTER OF (3) ANCHORS CENTEREO AT EACH MEETING RAIL PLUS (1) 1 +02 +2+0x+1 3 1+12 +1+02 +1 3 1 +02+2+02+1 3 1 +02 +2+02 +1 3 1 +02+2+02+1 3 1 +02 +2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02+2+02+1 3 1 +02+1+02 +1 3 1 +02+2 +02+1 3 1+C3+2+03+1 3 1 +03 +2 +02+1 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND S1 LL 84.050* 33.376 48.050 60.626 64.000 80.050 63,000 1 +0x +2 +02+1 2 1 +0x+2+02+1 2 1 +0x+2+02+1 2 1 +02 +2+02+1 2 1+02 +2+C2 +1 2 1 +02 +2+01+1 2 1 +02 +2+02 +1 3 1 +C2 +2+02+1 3 1 +02+2 +02 +1 3 1 +02+2+02+1 3 1+02 +2+02 +1 3 1 +02+2 +02+1 3 (3' MIN. O.C. ANCHOR SPACING) 1 +02+2+02 +1 3 1 +02+2+02+1 3 1 +02+2+02 +1 3 1 +02 +2 +02+1 3 1 +02+2+01+1 3 1 +02 +2 +02+1 3 -mt3 1+02+2+!2+1 1 +02 +2+02+1 3 1+02+2 +(x+1 3 1 +02+242 +1 3 i +C2+2 +02 +1 3 1 +02+2 +02+1 3 1 +02+2+0x+1 3 1+03+2 +03+1 3 1 +C2+2+C2+1 3 1+02 +2+022+1 3 1 +03+2+03 +1 3 1 +03+2 +03+1 3 3 283f4 -►)) 3° MIN. • •� *s •••• ; •• f'i • • • • • • • • •• X Q X 1 +02+2+02 +1 3 1 +02+2 +02 +1 3 1 +03+2+03 +1 3 1 +03 +2 +03+1 3 1 +02 +2 +02+1 3 1 +03+2 +03+1 3 ' 1018.376* 38.378 48.005 63.626 54.050 80.000 83.500 1 +02+2 +0x +1 2 1 +02 +2+02 +1 2 1+02+3+02 +1 2 1 +02 +3+02+1 2 1 +02+3+02+1 2 1 +0x+3+02 +1 2 TYP. •• 1 +02+3+(2+1 3 1 +02+2 +02 +1 3 1 +02+3+03+1 3 1+03+3+03+1 3 1 +02+3 +02+1 3 1 +02+4+03+1 3 MTG. RAIL, • ••• 1 +02+3+02+1 3 1 +02+2K2+1 3 1 +03+3 +02+1 3 1 +03+3+03+1 3 1 +02+3+02+1 3 1 +03+4 +03+1 3 EXAMPLE CWSTER W/ QTY. d�(3) I NCHOS 1 +03+3 +03 +1 3 1 +C2+2+C2 +1 3 1 +C3+3+C3+1 3 1 +03+3+03 +1 3 1 +12 +3+02+1 3 1+04 +4 +04 +1 3 SHOWN )N TABLE KEY)tV •• •••••• 1 +03+3+03 +1 3 1 +02+2 +02 +1 3 1 +04+3+04 +1 3 1 +0 +3+04 +1 3 1 +02+3+02+1 3 1 +04+4 +04 +1 3 1+03 +3+03+1 3 1 +02 +2+02+1 3 1 +04+3+04+1 3 1 +04+3+04+1 3 1+03+3+03+1 3 1+04+4 +04 +1 3 25 3/4' MAX. •.., • • • 1 12'TYP. ••• s ••• 1�-3' MIN. 111.050* 38,376 48,000 50.828 64.050 60.050 83.503 1 +02+3 +02 +1 $ 1+ 2 *2 +0x+1 2 1 +02 +3+02 +1 2 1 +(2+3+0x+1 2 1 +0x +3+02 +1 2 1 +02+4+02 +1 2 1} 1 +02 +3+02+1 3 1 +02+2 +02+1 3 1 +02+3 +03+1 3 1 +03+3+03+1 3 1 +02 +3+0x+1 3 1 +02+4 +03+1 3 �F • • • • ••••• • •• • • • • � � • • L. affiw P.e. PE 538712 Struau� 1 +02 +3 +02+9 3 1 +_____ +1 3 1+03 +3 +03+1 3 1 +03+3+03+1 3 1 +02 +3+02 +1 3 1 +03+4+03+1 3 q- X O • •X ••• • 1 +03+3+03+1 3 1 +02 +2+02+1 3 1+03+3+03+1 3 1 +03+3+03 +1 3 1 +02+3+02 +1 3 1 +04+4+04 +1 3 ••••••- 1 +C3 +3 +03+1 3 1202 +2+C2 +1 3 1 +04+3+04+1 3 1 +040 3+04+1 3 1 +02 +3+02+1 3 1+04 +4+04 +1 3 MTG. RAIL,TYP. • • • 1 +03+3 +03+1 3 1202 +2 +02 +1 3 1+04 +3+04 +1 3 1 +04+3+04+1 3 1 +p +3+0+1 3 1 +08 +4 +06+1 3 EXAMPLE CLUSTER WI QTY• . OF (4) ANCHO S' ANCHORAOESPAC!NCr XO»4 %4- 9102 -1/4 F.K 10/1711ts B REVf3RANCHoR4aEFORMA7; HEAO8 Sia cwsrERB 147oTeclttuotaarmave rJO*onn3, ra.3aaTS P.O. RO* 1828 nrnccoltts. Fl 3u7a • • ALUM. HORIZONTAL ROLLER WINDOW, !MPAbf F.K. F.K. fiH3l� w� an8�e A re. ADD SPACE 01MFNSIONS OMSS TYPES 0 THRU L ,� 323PoiB ucsrbty lterr�. e..�mme NR710 e m NTS a em 8 71 m+emmrm. 4127.70 ' B ANCHOR OUANTITIES, XOX (1/3- 1/3413) WINDOWS TABLE 6 NOTES: 1, ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) GLASS TYPES( ANCHOR TYPE & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES 2DNES ZONES ZONES WINDOW 81M w. v ti HEAD &SILL HEAD & SDJ HEAD &SILL - HEAD & SILL HEAD & SILL m 4 HEAD & SILL m 2, GLASS TYPES: 4 A. 6/16° LAMI • (1/8° A,.090,1/8" A) B. 5116" LAMI - (1/8" A,.090, 1/8" HS) 48.000x 38.378 48.000 60.626 64.000 80.000 63.00D 1 +02 +1 +02 +1 2 1 +C2 +1+02 +1 2 1 +C2 +1+02 +1 2 1 +02 +1 +02+1 2 1+02+1 +02 +1 2 1 +02+1+02 +1 2 0.5/16' LAMI -(1/8° HS,.090, 1/8" HS) E. 7/16' LAMI H 1 +02+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +02+1 3 1 +0241 +C2 +1 •(3/16'A,.090,3/16' 3 E. 7/16' LAMI - (3/18° A,.O80, 3118" ' HS) 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +0241 +C2 +1 3 1 +C2+1 +C2+1 3 F.7/16° LAMI - (3/16° HS,.090, 3/16' HS) 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1+02+14.C2+1 3 1+02+1 +02 +1 3 0.13/16° LAM110 -118' OR 3/16" A, 8/16" OR 3/8° SPACE, 5/16" LAMI - (1/8° A,.090, 1)8' A) 1 +C2 +1 +C2 +1 3 1+02+1 +C2+1 3 1+02+1 +C2 +1 3 1+C2+1+C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 H. 13/16" LAMI IG - 118° OR 3/16' A, 5/16° OR 3/8' SPACE, 5116" LAM- (1/8" A,.090, 118° HS) I. 13/16° LAMI IG -1/8° OR 3/16' A, 5/16' OR 3/8° SPACE, 5118" LAMI - (118' HS,.090, 1/8° HS) 1+02 +1 +02+1 3 1 +2+1+02 +1 3 1 +C2 +1 +02 +1 3 1+C2+1+C2+1 3 1 +02+1+(2 +1 3 1 +02+1 +02 +1 3 J.13/16" LAMI 1G -1/8° OR 3/18° A, 3/18° OR 1/4° SPACE, 7/16° LAMI - (3/18° A,.090, 3/18° A) 83.125x 38.375 46000 60.826 54.000 60.0 83.000 1 +02+1 +02+1 2 1 +02+1 +02+1 2 1 +02 +1+02 +1 2 1+02 +1 +02+1 2 1 +02+1 +02+1 2 1 +C2+1 +C2 +1 2 . K.13/18° LAMI 10 -1/8° OR 3118' A, 3118' OR 1/4' SPACE, 7/16° LAMI - (3/16°A,.090, 3/16° HS) 1 +02+1 +02 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2+1 3 1 +02 +1+02 +1 3 L. 13/18° LAMI 10 -118" OR 3118' A, 3/16' OR 1/4° SPACE, 7/16° LAMI - (3/16° HS,.090, 3118° HS) 1 +0241 +C2 +1 3 1 +C2 +1 +02+11 3 1 +C2 +1+02+1 3 1 +C2 +1+02+1 3 1 +02 +I +02 +1 3 1402 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1402+1 3 ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1+02 +1+02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1+02+1 3 1+02 +1+C2+1 3 1 +02+1 +(x +1 3 1+03+1 +03+1 3 HEAD & SILL: 10 112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 MMFR FROM CORNERS 60.000x 38.376 48.000 60.626 64.000 60.000 63.000 1+02+1 +02+1 2 1 +02 +1+0x+1 2 1 +02 +1 +C2 +1 2 1 +02+1 +02+1 2 1 +02+1 +C1 +1 2 1 +02+1 +02+1 2 JAMBS: 9" MAX. A FROM CORNERS AND 22112' MAX. O.C. 1 +0241 +02+1 3 1 +02+1 +22+1 3 1 +02 +1 +02+1 3 1 +02 +1032+1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 TABLE KEY: 1+02 +1+02 +1 1+02 +1 +C2 +1 3 1 +02+1 +02+1 3 1+02 +1+02 +1 3 1 +02 +1+02+1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +(2+14(2+1 3 1 +02+1 +02 +1 3 1+(;2+1+02 +1 3 1+02+1+02+1 3 1+02+1 +02 +1 3 X O A ® 3 I1+C3 +1 +0 3 +1 13 I•-- ANCHOR QUANTITY PER JAMB 1 +02 +1+02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1+02+1 +02 +1 3 1 +03+1+03+1 3 1 QUANTIT 1 +02+1 +C2 +1 3 1 +02 +1+02 +1 3 1 +0 2 +1 +02 +1 3 1+03+1+03+11 3 1+02 +1+(x +1 3 1 +03+1 +03+1 3 AND SILL ANCHOR 68.000x 38.375 48.000 50.628 54.000 60.000 63.000 1 +C2 +1+02 +1 2 1 +02+1+02 +1 2 1+02 +1+02 +1 2 1 +C2 +1 +02+1 2 1+02 +1 +0x +1 2 1+02+1+02+1 2 +1 2 A CLUSTER OF (3) ANCHORS CENTERES D ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (S) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1+01 +1 +02+1 3 1 +02+1+02 +1 3 1 +02 +1+(2+1 3 1 +C2 +1 +02 +1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +01+1 +02+1 3 1+02+1 +02+1 3 1 +C2 +1+02+1 3 1 +02 +1 +02+1 3 1 +12 +1 +C2 +1 3 1 +(2+1 +02 +1 3 1+0.1 +1 +C2 +1 3 1+02+1 +02 +1 3 1 +C2 +1+02 +1 3 1 +(2+1+02+1 3 1+02 +1 +0x +1 3 1+03+1 +03+1 3 1+(2 +1 +02+1 3 1 +(2+1+02 +1 3 1+02 +1+02+1 3 1 +03+1 +03+1 3 1+C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02+1 3 1+03+1 +03+1 3 74.000x 36.376 48.000 50.628 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02+1+02 +1 2 1 +C2 +1+01+1 211+02+1+C2+1 2 1+02 +1 +02+1 2 1 +02 +1 +02 +1 2 -` 26 314" MAX. 1 +02 +1 +02 +1 3 1 +01+1+02 +1 3 1+02 +1 +02+1 3 1+02 +1 +00 +1 3 1 +02 +1 +020' 3 1+02 +1 +02+1 3 I -.-I (-. --3' MIN •• ;`,� _ F3yi,� ... • .- rr!r'� 3" •., _ .:�.�.r,. • . Vd • ■ � • • • • 1+02+1 +02 +1 3 1 +02 +1+0241 3 1 +02 +1 +02+11 3 1+02 +1 +02+1 3 1+ 2 +1+02 +1 3 1 +03+1 +03+1 3 & 640 r 0 240 t • 1 +02+1 +02 +1 3 1+02+1+02 +1 3 1 +02 +1+02+1 3 1+02 +1 +02 +1 3 1+02+1 +0x+1 3 1+03+1 *03+1 3 9° REF. 0 X 1+ 2 +1 +22+1 3 1+02+1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +03+1 +03+1 3 1+02+1 +C2 +1 3 1+03+1+03+1 3 _� �� 1 +02+1 +02 +1 3 1 +02+1 +0x+1 3 1 +03+1+03+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 • • • • • �• • W/ QTY. OF(3) ANCHORS. 84.000x 38.376 48.000 60.825 64000 64000 83.000 1+02 +1+02+1 2 1+(2 +1+02+1 2 1 +02+1 +02+1 2 1+0x+1 +02 +1 2 1 +02+1 +0 2 +1 2 1 +02+1+02 +1 MTG. RAIL, TYP.- 2 1 +02+1 +02 +1 1 +02 +1 +02 +1 3 1 +(2+1+02 +1 3 1+42+1 +02+1 3 1 +02+1 +C2 +1 3 1 +(2+1+02 +1 3 1+02 +1 +02 +1 3 1+(2+1 +C2 +1 3 1 +02 +1 +02+1 3 1+02 +1 +C2 +1 3 14(x+1 +03+1 3 1 +03+1+03+1 3 EXAMPLE CLUSTER 3 (SHOWN IN TABLE 3 KEY MAX. • ABOVE} • • • • •••• • 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +03+1 +C3 +1 3 1 +03+1 +03 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+0+1 3 1+03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03 +1+03+1 3 ....r- 26 314" 1 +03+1+03+1 1+02 +1 +02 +1 3 1 +02 +1+(2 +1 2 1 +02+1+02 +1 3 1 +03+1 +03+1 2 1 +02 +1+02+1 3 1 +03+1 +03+1 2 1 +02 +1 +0x+1 3 9+03 +1 +03 +1 2 1 +02 +1+02 +1 3 1 +04+1 +04+1 2 1 +02 +1 +02+1 3 "►H- 11/2'TY4.•••• I^'--3° MIN. 86.437x 33376 48,000 50628 54.000 60.E 83.000 - .'1 2 • ••• • • • • • • • •� /� •• • • • �� a= • • • • • • Robert L clerk, P.E PE 529712 swou,rel 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +01 +1 3 1 +02+1 +03+1 3 9' . mai p •l�• • • •• • •• • 1 +(x +1+02 +1 3 1+(2+1 +(2 +1 3 1 +C2 +1 +C2 +1 3 1+02+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 r 1 +02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +03+1 +03+1 3 1+03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02+1 +03+1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 1 +C3 +1 +03+1 3 1 +0341 +03+1 3 1 +03+1 +0x+1 3 MTG. RAIL, TYP. • • • ® 1 +03+1 +03+1 3 1 +02+1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +C3 +1 +03+1 3 1 +03+1 +03+1 3 1+04+1 +0.4 +1 3 EXAMPLE CLUSTER W/ QTY!OF (4) ANCHORS. aemel: oe. °mapme • • •••• ANCHORAGE SPACING, X01(1/3- 10-1/3) ft.K. • F.K. „�, 10/17106 8 ,�TECHNOLOGY REVI8E ANCHORAGE FORMAT, HEAD & SRL CLUSTERS NOKOMI& +1.34276 • • '�" ALUM. HORIZONTAL ROLLER WINDOW, IMP*G= Br F.I6 Donner F. K. am 5/13/06 Date: 2/28/06 "°` A Guido aeX J.J. ADO SPACE OIMEN$IONS GLASS TYPES 0 THRU L. P.C), BOX 9sze I5, FL 34274 Clerx I N0505115, 3/23/06 i Visibly Bette( s tiRrio NTS 9 " 11 4127 -10 B ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 NOTES: . 1. ANCHOR TYPES: ® - ` 1 - 1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: k 5118" LAMI - (118' A .090,1/8° A) B. 5/18" LAM1- (1/8' A,.090,1/8" HS) ) C. 5/18" LAMI - (118" HS,.090,1/8' HS) E. 7118" LAMI - (3116" A,.090, 3/18° A) E 7/18° LAMI - (3118° A,.090, 3118" HS) F. 7116° LAMI - (3116° HS,.090, 3/16° HS) G. 13/18' LAMI 10.118° OR 3/16° A, 5/18' OR 3/8" SPACE, 5/16' LAMI -(1/8° A,.090, 1/8° A) H. 13/18° LAMI 10 - 1/8° OR 3116' A, 5/16° OR 3/8° SPACE, 5/18° LAMI - (118° A,.090, 1/8° HS) 1 13/16" LAMI IG -118° OR 3116" A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (118° HS,.090,1/8° HS) J.13/16" LANK; -1/8" OR 3/16° A, 3/18° OR 114° SPACE, 7118° LAMI - (3/16' A,.090, 3/18° A) K. 13/16' LAMI 10 - 1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16' LAMI - (3/18* A,.090, 3/16° HS) L 13/16° LAMI IG -118° OR 3118° A 3116" OR 1/4° SPACE, 7/16' LAMI - (3/16° HS,.090, 3H8° HS) 3. WINDOW ANCHOR OUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL. CENTERLINE 18 3/4° MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: O GLASS TYPE, ANCHOR TYPE a & SUBSTRATE A,B,G,H C,D,E,F,I,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 812E ay H 1 y 08 1 i y '8 q y o8 m 11 g aS m � y Z08 m SS y od 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1+02+1 3 1+02+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2+1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2+1 3 1 +C2+1 3 1 +C3+1 3 1 +02 +1 3 1 +02 +1 3 1 +C3+1 3_ 2 48.000 z 38.376 48.000 50.828 54.000 60.000 83.000 1 +02+1. 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02+1 3 1 +02 +1 3 1 +02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02+1 3 1 +C2 +1 3 j 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +03+1 3 1 +02 +1 3 1 +C3 +1 3 1 +03+1 3 1 +02 +1 3 1 +03+1 3 1 +C3+1 3 1+C2 +1 3 1 +03 +1 3 1+03+1 3 1 +C2 +1 3 1 +C3+1 3 53.125x 38.376 48.000 50.825 54.000 60.000 83.000 1 +02+1 2 1 +02 +1 2 1+C2 +1 2 1 +02+1 2 1 +02+1 2 1+C2 +1 2 A ® 2+C3+21 3- -- ANCHOR QUANTITY PER JAMB 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 i HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +C2+1 3 1 +02 +1 3 1 +C3+1 A CLUSTER OF ANCHORS CENTERED R ON T TH HE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE ANCHORSTODDSTHEAD. (N) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1 +C3+1 3 1 +02 +1 3 1 +03+1 3 1 +C3+1 3 1 +02 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +03 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C3+1 3 1+03 +1 3 1 +03 +1 3 1+03 +1 3 60.000 x 38.375 48.000 60.625 54.000 80.000 63.000 1 +C2+1 2 1 +02 +1 2 2+02 +2 2 1 +02 +1 2 1 +02 +1 2 2 +02+2 2 1 +C2 +1 3 1 +02 +1 3 2 +03+2 3 1 +C2+1 3 1 +C2 +1 3 2+C3+2 3 1 +03+1 3 1 +02 +1 3 2 +03+2 3 1 +03�1 3 1 +02+1 3 2 +03+2 3 8 314° MAX -.-11-.--3' MIN. 1 +C3+1 3 1 +C2 +1 3 2+03+2 3 1 +C3+1 3 1 +C2 +1 3 12 +03 +2 3 • • �' "" " ' ` � Fifidall ` • '1".7-11--/----1:-:,- ..�, : `J • >• IF • • • • • • 1 +03+1 3 1+C3 +1 3 2 +C4+2 3 1+03+1 3 1 +03 +1 3 2 +C4+2 3 REF. 1+03+1 3 1 +03+1 3 2 +04 +2 3 1+03+1 3 1 +03+1 3 2+C4+2 - 86.000 x 38.375 48.000 50.625 54.000 60.000 83.000 2 +02+2 ° 2 1 +C2 +1 2 2+02 +2 2 2 +C2+2 2 1+C2 +1 2 2 +C2+2 2 • a... 2+C2+2 3 1+C2 +1 3 2+03+2 3 2+C2 +2 3 1+02+1 3 2 +03+2 3 MTG. RAIL • • s EXAMPLE CLUSTER WI QTY. OF (341d1ORS • 2+C3+2 3 1 +C2 +1 3 2+03+2 3 2 +C3+2 3 1 +C2 +1 3 2+C3 +2 3 2 +03+2 3 1 +C2 +1 3 2+03+2 3 12+03+2 3 1 +02+1 3 2+C3+2 3 (SHOWN IN TABLE KEY ASOYB} • • • • • 2 +03 +2 3 1 +03 +1 3 2 +04 +2 3 2 +03+2 3 1 +03 +1 3 2 +04 +2 3 J 1 +C3+1 3 1 +03+1 3 2+C4 +2 3 2 +C3+2 3 1+C3 +1 3 2+C4+2 3 x-18 3/4° MAX. • • • • -•'-1 74.000x38.375 48.000 80.625 54.000 60.000 83.000 2+C2 +2 2 2 +C2 +2 2 2+02 +2 2 2+C2 +2 2 2 +C2 +2 2 2+C2 +2 2 j - �{I 112° T0 • . II 1.--3' MIN. • • • • 2 +03+2 3 2 +02 +2 3 2 +03+2 3 2 +03+2 3 2+02 +2 3 2 +03+2 3 1"- -r - 9' • 0••• i • •••• • • •.� • •// • • • %(! • • • ! • • • "� PE P.E. Swolw,I 2+C3 +2 3 2 +C2 +2 3 2 +C3+2 3 2 +C3+2 3 2+C2 +2 3 2+C3 +2 3 T X 2+03+2 3 2+C3+2 3 2 +03 +2 3 2 +03+2 3 2 +03+2 3 2+03+2 3 J( 2 +03 +2 3 1 +C3+1 3 2 +04+2 3 2 +C3+2 3 2+C3+•2 3 r2 +C4+2 3 MTG. RAIL • • • EXAMPLE CLUSTER W/ QTY. OI"(4) ANCHORS • • 2 +03+2 3 1 +03 +1 3 2 +04 +2 3 2 +04+2 4 2+03 +2 3 2+04 +2 3 -n- ; • ANCHORAGE SPACING, OX•/LI f J"XO W/NDO4YS FK.mu10e REVISE ANCHORAGE FORMAT, HEAD s sal CLUSTERS 1070 TECHNOLOGY D NOK Md B. Pt. 34278' P.O. BQX 1828 NOKOMIe, F1.34274 ALUM. HORIZONTAL ROLLER WINDOW, IMP Ai; & F.K. ..:'F.I�G El 3108 228108 ....JJ. ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. 329/08 Visibly Better s HRT?0 NTS 10 a 11 1 4127.10 B 31(81 CONC. .• — 1x WOOD-BUG (SEE NOTE 3) C3iGR —sic.' CONCRETE/INGHOR WI #12 HEAD )) SEE=NOTE-1- THIESHT. ANDNOTE 34114iG 110) - , -- _ _ _ 2x WOOD - (SEE NOTE 3) 3/8tMIN. SHIM DETAIL A TYPICAL HEAD SECTIONS WOOD ANCHOR W/ #12 HEAD EE NOTE 2 THIS SHT. AND NOTE 3 SHTS, 8-10) <] EXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE ANCHOR W7#121i t_1(aEE_ 3 OTE- T IS -SHT. AND OTE 3 SHTS. 8-10) DETAIL 8 114° MAX.' SHIM NO 1 ES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNT? ® APPROVED 1/4' ELCO TAPCONS OR 1/4° 364 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR ® 1/4' S34 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE ® INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' MIN. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 114' MAX. SHIM -- I 1 3/8° MIN. AS WOOD ANCHOR W/#12 HEAD (SEE NOTE 2 THIS 51-IT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL C 2x WO0D BU0 (SEE NOTE 3) TYPICAL SILL SECTIONS 1/4' DETAIL E _I'L HIM V ` -1/4' MAX_ ' mvn 42A154--) • •. dm walla 73/8 MIN. i� . Mu)oR. 2x WOOD BUCK (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR 1>- CONCR kNOOR. e ' • ° W/ #12 -HEAD DETAIL D S D 11 11118_1,1 r , , �JNCREi• • • TI PA �/rj , 8UCN • • •(IFi' 40TE 3) • • • • • • • ••• • ••• • • •• -•• • •••• • •••• EMI E 2er•••• TYPICAL JAMB SECTIONS • • • • • • • Rood EPF RovistalS Flower. F.X. &wade, ear F.K. 5/13/06 Orem N Dace F.1. 21281V8 10/17/08 8 REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES Vwtvmrx A ADD NOTE 5. dreoWtl es vets 11 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 SOX 1525 NOKOMIS, FL 34274 • • •••_ aar ANCHORAGE DETAILS • • • • • .. • / �fri: • ALUM HORIZONTAL ROLLER WINDOW, 111,14 4' • . / Robert L Clark, P.E. ammrt avQ.' s�.r aaamaa Flee PE 4311712 HR710 Half 11 a 11 1 4127 -10 I 8 Structural • • • MIAMIS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • ••. • • • ••. •• .. • • • •. .. • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • ... • 1 • • ... • 000 • ... • . ▪ •. . • AfflAI1Q -DADTE gO1jl41'jY, FLORIDA • • • • • • ••1L 31 DADEVIA BUILDING • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 .. • • (205)805 -2901• FAX (305) 375 -2908 • • • • • • • _• • ▪ :6: • klhebdltingcodeonline.com •• ▪ • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mndify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. l '! 'eries=S 7`8oAJ nrinam� S APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13 /06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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. NIMIL IMPA Cr12 aTING Lam_ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ` NOAN 32 _._— iacfi -23; 201h Approval Date: June 07, 2007 Page 1 PGT Industries • • • ... • • • ••• • • • • •. • • • • • • • • ..• • • • • • • • ••• • • • • •.. • ..• • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE StJ1JM TTEIS • • • • • ; • A. DRAWINGS • • • ... • .... • ••. • • • • . • • • •• ••• .• 1. Manufacturer's die drawings and sections. • . • 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Aguirpigh Iijitig Window, Impact ", dated 9/1/05, with revision B dated 1143/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'TL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Pe Product Control a: - i r NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries • • ••• • • •• •• • • • •• • • • • • • • • • • ... ••• • • • • • • • • • ••• • • • • ••• • ••• ••• • • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE S11BMiTTTD; • 6, • • .: .... • • •.. • • 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202;94. „ • • • 2) Uniform Static Air Pressure TTst, aging 04FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-44 • : 4) Small Missile Impact Test per FBC,TTAS 201-94 • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F TL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel P Product Control NOA No. 07 4. 06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries • • • ... • • • • • • . •• .. • • • • • • • ••• • • • • • • • ••• • • • • • • • • •.• • ... • NOTICE OF ACCEPTANCE: EVIDENCES MtiTED . , • 10. Test reports on 1) Uniform Static Air Pressure T. .st11Loading ppr FCC, TAS 202 -94 2) Large Missile Impact Test pe FRC,TAS 201:41. • • 3) Cyclic Wind Pressure Loadin BtJ h :2$ -.94. • along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18 /06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 P.E. Product Con er NOA No. i • v.22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18' LAMI CONSISTING OF (2) UTES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, B. 5/16" LAMI CONSISTING OF (1) UTE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIK EEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 7/18" LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18' LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518" LAMI CONSISTING OF (1) LITE OF 1/8 "ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. I.13/16" LAMI 10: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18' LAMI 10: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16° LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718" LAMI CONSISTING OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/18" LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, M. 13/18° LAMI 10: (1) UTE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: 'OX° (1/1, VIEW AND RADIUS TOP, AU. W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. . REFERENCES: TEST REPORTS FTL4845, FTL4646, FTL- 4847, FTL4848, FTL -4649, FTL -4680, FTL4651, FTL-4723, FTL-4957, FTL-4958 AND FTL -5083. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. • • • • • •• • • 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDON INCLUDING THE Fp I VVLOCITY ® EDITION HURRICANE ZONE (HVHZ). • • • • •• •• • • • • • • • • • • •• • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 • ••• • • •••• • RR(118.OP REVISED •• IS Qde :{t6 the Pen • • • Arc at . 13 fakt .. . OHe_rT%T rL,Y • • ••• • • • •• • •• • Rade, Leto F.K Rwe�e FJC RIC . -4-,,r =.�,,, r�...:_ - 8 7O NOTE 1. al.AZ/NO OPTIONS adroe A ADD FTL4773TO NOTE T. ▪ 9/▪ 1!08 m.d�aex •tlz J,J. 2107 1070 TECHNOLOGY DRME NOi80809, F1YAM P.O. BQR 1825 50160Y15, FL 24234 P lr+tbdj' Bette► GENERAL NOTES 7 ALUM. SINGLE HUNG WINDOW, IMPACT Sadomat slaw NTSI 1 all 4040-20 1113 Robert L Clerk, P.E. PE 539712 Structural 1/2" NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16" LAMINATED GLASS ® NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18' WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR E> (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE • • • • • •• • •••• • • •••• • •hs„ r, REVISED • w Ds a • OG•. •si•2ee1/ • 1/1. -'. I< - • • • •• 4 • • • • + 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8118" LAMINATED AIR SPACE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS® 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI •••• • 's 3/18" ANNEALED OR HEAT STRENGTHENED &LASS .090 SOLUTIA OR DUPONT PVB INTER6AAYER• • 3118" ANNEALED OR HEAT STRENGT :EN LD•1rLASS 7/18° LAMINATED AIR SPACE 1/8' HEAT STRENGTHENED GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI • ••• • • • •• • ••, ••• • • • • • • • • • • •• • • • • a • Roba4 L aa,k, P.E. PE $39712 •• • • ADD /DEM92 705110 LIN111.0. MASS (A,AA)81 MIIONO7E NO CHANGE 7W(SSHEET 112' 3107 1078 TECHNOLOGY DONE NOKOMIS, FL 34278 P.O. BQX 1648 NOKOMIB, FL34274 T Visibly Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 4040 -20 Structural 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE t TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 88" 68" 70" 72" 74" 76" 48" A,B,M A +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 80.0 +80.0 -60.0 +60.0 -80.0 +80.0 -80.0 80" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M A +80.0 40.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +76.9 -75.9 53 1/8" A,B,M A, +80.0 -80.0 +80.0 -80.0 +79.8 -79.6 +78.2 -78.2 +78.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 6/8" 63" 72" 74" 78" 48" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 60" A,B,MA +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +79.8 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 82" A,B,M1 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +87.6 -87.8 631/8" A,B,MA_ +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.0 - 76.0 +68.0 -68.0 +88.7 88.7 +65.5 85.5 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WIDTH 1 GLASS TYPE TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH = 76" FLANGED AND 75" INTEGRAL FIN) 53 1 /8" 1 D,E,F,J,K,L 171/8" I 2211/16" 1 28 3/16" I 33 J 38 8/16" I 4413!18" I 80 3/8" 1 5515/16" +80.0 J -80.0 +80.0 1 -80.0 I +80,0 1 80.0 l +80.0 [ -80.0 J +70.0 1 -70.0 +70.0 -70.0 +70.0 1 70.01 +70.0 J -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/18" LAMI - (1/8"A,.090,1/8 "A) FTL-4647, 4648, 4723, 4957 B. 6/16" LAM/ - (1/8"A,.080,1/8"HS) FTL4647, 4648 C. 5/18" LAMI - (1 /8"HS,.090,1 /8 "HS) F714847, 4848 D. 7/16" LAMI - (3/16°A,.090, 3/16 "A) FTL4845, 4885 E. 7/16" LAMI - (3/18 "A,.090, 3/16"HS) FTL -4846 F. 7/16" LAMI - (3/18118,.090, 3/16115) FTL4845 G. 13/16" LAMI 10 - 1 /8"HS, AIR SPACE, 5/18" LAMI - (1 /8"A,.090,1 /8"A) FTL-4646, 4723 H. 13/18" LAM/ 1G - 1 /8"HS, AIR SPACE, 5/18" LAMI - (1 /8"A,.080,1 /8"HS) F1L4846 L 13/16" LAMI 10 - 1/8"13, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1 /6 "HS) FTL-4646 J. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3116°A) FTL-4649, 4850 K. 13/18" LAM/ IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL4649, 4850, 4958 L. 13/16" LAM/ IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/18"HS,.090, 3/16116) F1L4649, 4850 M. 13/16" LAM/ IG - 1/8"A, AIR SPACE, 5/16' LAMI - (1/8 "A,.080, 1 /rA)A FTL-5063 W HT. MEETING RAIL 7(° W HT. MEETING RAIL "X" "0" MEETING RAIL Pff , arr. . MINUS SASH 1 s�1.1 • • • • • •• • •••••• • •••••• • • •••• NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATNE PRESSURES ARE UNEFFECTED. • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED 11P-TO-TIP FRAME DIMENSIONS. 4, •••• 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 126/8" MINIMUM TO 38" MAXIMUM.® • • • _w • • Rawl a oats ?WA= Rood Br FJG beta 118958 beta 1/20/08 Reader FJG Oar Oar 211/15 Re.lgbac r A MAY ETO Anti E MHZ REMOVE STDWEWSABIMHTREFTASLE2 REVISEDCVS= TDPB. ADD NT. FIN. LPaDATETrEST NOS ADD FI.- 47237DGVAS8 TYPES AAM) 0. mow* co, J.J. 1070 TECHNOLOGY ERNE NOICOMEr. FL UM P.0.8QX 1622 NOIO2II8, FL 34,274 IT VTttb/ry Baser DESIGN PRESSURES • ALUM. SINGLE HUNG WINDOW, IIMIPACY 8.1•41,1111 &700 Soft NTS 3 a 11 4040 -20 Row B • e • •••••• • • • • • '•••• • • • ••• „ f jam•�G / o / • • •••• • • • Robert L 4!.• • • • • PE 2 • • • • Structural SEE DLO TABLE SEE DLO TABLE (MAX) 49 68" MAX. FIXED DLO (ALL) oy SEE DLO TABLE SEE DLO.TABLE X j 481/4' MAX. VENT DLO (ALL) �1 DETAIL A 1/1 8 631/8" MAX. FLANGED WIDTH 6218' MAX. I.F. WIDTH in D+-1 1 75' MAX. I.F. D_J HEIGHT 38 7/16' MAX SASH HEI HT 76" FLANGED HT O DETAIL 76° 1.F. HEI MAX "HT 76° FLAN HE x j J X /� / 20' SASH HEIGHT DETAIL D VIEW (CUSTOM SASH) GED HT SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) E+1 GED BHT SEE DLO TABLE SEE DLO TABLE 1 76' MAX I.F. HEI HT 76" FLANGED HE a HT 20' SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 75' MAX I.F. HEIGHT 76' MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL o 76" A I.F. HEI HT 76" A FLAN HEI J X /� / SEE NO 4 1 DETAIL B VIEW (STANDARD SASH) E+1 GED BHT SEE DLO TABLE SEE DLO TABLE 1 76' MAX I.F. HEI HT 76" FLANGED HE a HT 20' SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 75' MAX I.F. HEIGHT 76' MAX. FLANGED HEIGHT SEE DLO TABLE SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 58° 5211/16" E 52 1/4" 52 5/161 SASH LOW HIGH DETAIL SILL ILL A 3412" 34 3/16 B 277/16° 27•IB" C 27 7/16° 17•14 D 18 38" 53/4• E 1638" ITN* 'TABLE 5. _•••• Oft Raid= IC nre 11113106 ADD INTEGRAL FM(LF.) VERSION, CH& NOTES ADD NO7E4. toF FIG Vasotp F.AC 1/2423 H7U06 A NO CHANGE THIS SHEET 223E7 1070 TECHNOLOGY DROVE , FL MTh PA. Bp( 1222 NOXOWO, FL34274 i T VWbly &tier •••• • • eeeeee • • •• •• •••••• • • • • • ELEVATIONS • ALUM. SINGLE HUNG WINDOW, I€IPA ~CTS GROG NTB) 4 e 11 1 4040-20 113 • • •• • • • • •RobeP0939 12 • • ••• h••• P Strualural z.7aa °-.1 INSIDE NOTE: MIN, (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 0° FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 1,15,1) MAX. FIXED UTE DAYLIGHT OPENING 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING HIGH SILL W LOW SILL HEAD JAMB OUTSIDE/ 2.710" I.F. FRAME q I OUTSIDE I om ..,L • ••• 1 0 0 •••••• SE•C c' • RADIUCTIONa1r7D-• • • (HEAD DETAIL - FLeNGE) VERSION) 2.330" (LOW SILL) SEE NOTE ABOVE 2.948" (HIGH SILL) SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY ALTERNATE HIGH SILL ULTRALIFT ONLY ••• • PRODUCT REVISES) wopylaj whit 6• Nola tividiag Cads Mlits mx. Rsakas gratlaF FJC 1143416 Rotakear ADD U: SECTIONS& CONSOUDATE SAL COMPONENTS Bey FJC �JC 1/24/66 �A>6 hnole• A aficmey NO CHANGE TNASKEET 1 1070 TECHNOLOGY ORNE NOKOMIS, FL 54216 P.O. BOX 15$ NOKOMIS, FL 34274 Pc�T Vwbb &# SECTIONS • • • • l: • • • eeeeee • ALUM. SINGLE HUNG WINDOW, IRJPAC, SIM Half ! s d 11 I40aazo ee••ee • • • • • • • • •-� • • o • •• •••• O•e••• • • • • • Robert L Cle!c,IPS.• • • • • PE 039712 • • • • Swaboal e • ITEM DWG.# DESCRIPMON PGf# 1 4002A FLANGE FRAME HEAD 812226 2 1165 #8 X1.000 QUAD PN. SMS 781PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 6 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 812227 7 4026 SASH STOP 812244 8 4026 SASH STOP (EGRESS) 1.125 LONG 812244 9 4029 SPIRAL BALANCE, 3/8 ", 518", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 6/8" 6BA.CVR916 11 #8 X.760 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BA-TBKT 13 1086/1088 SASH TOP GUIDE 42504 15 #8 X1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 16 1080 -1 BALANCE COVER, 11/16" 8BALCVR870 17 4063 SASH STOP COVER 84053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LO. PH. FH. TAPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 84008 26 1235 Ad.4TP.,.170 X 270 BACK, FIN SEAL 87&180 26 1098 SWEEP LATCH 71098 27 28 30 31 34 35 38 37 38 41 42 44 45 46 47 48 49 50 82 63 54 55 1018 4007 1228 4008 1268 1822 1052 1224 1225 4039B 40440 4222A 985C 4067 4071A 4072A 4073A 40748 4009 1088 2740 1014 1630 #8 X.826 PH. FL. SMS 7858 SASH BOTTOM RAIL (LOW SILL) 812230 WSTP., BULB VINYL 8TP249 SASH SIDE RAIL 612231 SASH FACE GUIDE 42501 LAM SETTING BLOCK 3/32" X26/64" X 1° 71622K LAM IG SETTING BLOCK 1" X3/4" X1/16" 71052K VINYL GLAZ BEAD BULB (THICK) 6TP247W,K VINYL GLAZ BEAD BULB (THIN) 6TP248K GLAZING BEAD, 5/16 LAM GLASS. 840396 GLAZING BEAD, 5/18 LAM W/GRILL KIT 844703 GLAZING BEAD, 7/18° LAM 84222 GLAZING BEAD, 7/16" LAM W/GRILL KIT 6988 GLAZING BEAD, 13/18" LA 1 I.G. 84087 FRAME, I.F. HEAD 84071 FRAME, I.F. LOW SILL 64072 FRAME, I.F. HIGH SILL 84073 FRAME, I.F. JAMB 84074 SILL LATCH (EGRESS) (LOW SILL) 784009 SPRING, SILL LATCH (EGRESS) 7SPRNG SILL LATCH (EGRESS) (HIGH SILL) 62740 SCREEN FRAME (HOR. & VER.) 81014 SCREEN CORNER KEY WIRINGS 71830 67 1631 SCREEN CORNER KEY VWOUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE -.135 DIA FOAM 61824K ITEM DWG DESCRIPTION PCT# 60 1635 SCREEN SPLINE -.135 DIA. HARD 61835K 81 SCREEN CLOTH 61818 83 505 GLAZING CHANNEL (.688 X.800) 8533402 64 1181 #8 X1.000 PH. BUGLE TEK 706X1 87 GLAZING TAPE, 1/18 X1/2 -7/16 LAM 82BV1610 68 4061A SASH BOTTOM RAIL (HIGH SILL) 84051 69 4050A FLANGE FRAME SILL (HIGH SILL) 84050 70 SILICONE, DOW 888, 996 OR EQUIV. 80 A GLASS 6/16" LAM, (1/8(1,.080 PVB,1/8 A) 81 B. GLASS, 5/18" LAMA, (1/8%{.090 PV8,1/891S) 82 C. GLASS, 5/18" LAM, (1/811S,.090131/13,1 /811S) 83 D. GLASS, 7/18° LAMP, (1/8°A.090 PVB,1/8"A) 84 E. GLASS, 7/16" LAM, (1/8A,.090 PVB,1/8"HS) 86 F. GLASS, Me" LAM, (1/8"15,.090 PVB,1/8"HS) 86 G. GLASS, 13/1(3" LAM IG;1/8115, AIR SPACE, 6/18" LAID, (1/8"A.090 PVB,1/8 "A) 87 H. GLASS, 13/18" LAM 10;1/8"1S, AIR SPACE, 5/18" LAMA, (1/8A,.090 PVB,1/8"HS) 88 I. GLASS, 13/113" LAMA 10; 1/8"HS, AR SPACE, 5/18" LAM, (1/8"1-18,.090 PV13,1/8"HS) 89 J. GLASS, 13/18" LAM 1G;1S"HS, AR SPACE, 7/18" LAM, (3/18 °A.090 PVB,3/18 A) 90 K. GLASS, 13/16" LANG 13;1/8"16, AR SPACE, 7/18" LAM, (3/18 "A.090 PV8,3/18"HS) 91 L. GLASS, 13/16" LAM 13 :1/6"HS, AIR SPACE, 7/16" LAID, (3/18115,.090 PVB,3 /18"HS) 92 M GLASS, 13/18" LA191G;1/8 "A AR SPACE, 5/18" LAM, (1/8"A 090 PVB,1/8A) TzTh (-4-;) FRAME, I.F. HEAD ® #4071A, 6063-T6 FRAME, .F. LOW SILL #4072A, 6083-T8 PRODUCT REVISED me gitk8•HMIs �aSo 2.06 l.Ni • • • !082NOM • l:'�i •ESS FRAME, I.P.•JAM FRAME, .F. HIGH SILL A #4°7ae, � • • A� 4 #4073A, 8063 -78 (USED AS RADIUS ?OP HAD RastSLte tide FJc FJC now 11/18/08 1/14/08 Rurem 8 RmiA me • FJC 9/U06 thmisIBA J.J. ADD LF. FRAME ITEMS 47 48, 49 AND 80. UPGRADE 8'0121. ADO MN 92. on DESCR/PTION ITEMS 7.9 813 NO CHANGE 7708 46i0ET SSW 1070 TECHNOLOGY DRIVE NOKOMIS,FL342T8 P.O. 1620 NOKOM1• FL 34214 c • PARTS LEST • • -_ ALUM. SINGLE HUNG WINDOW, IMPACT Oak I NTS] I - 11 In•wr4 4040-20 ill • • • • 3•..• • ••• • • • 00000 •. • • •••• ••. L 4 : •• ••• • • • • RbSL CIaJ1 aa9l P.E. • PE39712 • 000000 If- 2.784 1383. 0 FLANGE FRAME HEAD #4002A, 8083-T8 1.749 2.710 6 FLANGE FRAME JAMB #4004, 8083 -T8 (USED AS RADIUS TOP HEAD) .082 .082 7 155 FIXED MEETING RAIL #4054A,8083HD -T8® 3.448 2.784 ---�I 89 FLANGE FRAME SILL (HIGH) #4060A,808348 23 2.830 1+-2.784 O FLANGE FRAME SILL (Low) #40030.6083 -T8 --..i01182 460 �- 1.481+1 T OSASH STOP 04028, 8083 -T5 1+--- 2.279-1 T 1.707 SASH TOP RAIL #4008C, 8083HS -T8 1.513--1 .040 -.738 _.L OSASH STOP COVER 17 #4053. T5 28 ® I.F. FRAME 6 or 50 SEALANT ALONG ENTIRE JOINT FRAMEQ { II Ii'iHuI' 6or50 SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (1!1 & VIEW HEAD & SILL RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) \ FRAME CORNER CONSTRUCTION - y 1.165 349 C) S DE RAIL #4008, 8083 -T5 SASH BOTTOM RAIL(Low) #4007,8083.76 68 SASH BOTTOM RAIL (HIGH) 04051A, 808345 .878 O GLAZING BEAD 7/16° #4222,8083 -T6 Ate- .878 1.1167 rry7 O GLAZING BEAD, 7/16° #9850.8083 -T5 (USED W! GRILL KIT) .878 EA�41 GLAZING BEAD, 5/16" #40398,8083 -T5 .050 -� 1.098 �f--1 GLAZING BEAD, 5/16° #40448,8083 -T5 (USED W! GRILL KIT) • i • • • • • • .683 II ...._''__••• �`I�f.897 GLAZING Ems! 43/16" IG mamma-it •••••• • ••.•. • • • • •• •• of •.Lane Rme1eF F.K FJC OFJL 8y/D8 Dr" p182458 •ileac 8 A UPA47EFRAME GOWER ASSEMBLY TOIN0WUELP AND !!PARADEITEM21 ALLOY. NO CHANGE TNf8 SHEET iY s -j. L $070 TECHNOLOGY DRIVE MOMS, FLWM P.O.E0(16E1 NOK083, 11.31274 • • •..•.• • • •••• EXTRUSIONS & FRAME CORNER •DETAIL • f� o ALUM. SINGLE HUNG WINDOW, IMPACT • "' • • • " • • • Robert L Galt. PE. tkesslitektr Hari 7 d 11 •4402; B PE,rm • • • •••• • • • • ANCHOR QUANTITIES SUBSTRATE: FOR 111 FLANGED WINDOWS TABLES. WINDOW HEIGHT 34. 803 40.803 46.603 52.603 58.603 84.603 78.000 `228603 2ONZ Z2QNZ"-Z�,ONZvZao NO"- U1.1'OOpNO'- d Zme.,,Z"-z�In NZ Zm P 84§ ,Z..,O 8 WINO GLASS WIDTH TYPE 3 8 8 W cg d 8 e) 3 U 81 U g U U C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1.2 1 1 1;1 1 2 1.1 1;2 2,2 1'2 2.2 2;2 2,2 2 2 2 2 2.2 212 2.2 2,2 2:2 2;2 22 2 2 2 3 2 2 3.3 AB,M 1 1;21, 1 111121; 1 1 1 1122212222 1 1 1 1 1 .2222222222222222 1 1 1 1 1 1 1 1 :2222 1 1 ,22223223.3 1 1 1 1 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,KL 1 2 1.1 1!2 1 2 L2 1 2 2 2 1 2 2.2 2:2 2 2 2.2 2.2 2 2 2'2 2 :3 2;2 2 2 2:'3 2.2 2,3 3 3 2.2 3 3 AB,M 1 121112121. 1 1 1 1 2122.21,22: 1 1 1 1 2222222222 1 1 1 1 1 :22223222;22 1 1 1 1 1 :32'223332233 1 1 1 1 1 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1.2 1 2 2 2 2:3 1 2 2 2 2'3 1 2 2 3 2.3 2.2 2.3 2:3 2:2 2.3 3:3 2-2 3 3 314 3 2 3:3 3 4 3 3 4.4 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABM 1 ' 2 1 2 2.2 2 3 1 : 2 2.2 2 3 1 3 2 2 3 2 3 2 2 2 3 2 , 3 2 2 2 , 3 3 : 3 2 2 33 3 4 3 , 2 3 3 3 4 3 3 4:4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 I3,I,J,K,L 2:2 1.2 2 2 2:3 1 2 2.3 2 3 2 2 2 3 2.3 2 2 2 3 2 3 2 3 2-3 3 4 2 3 3:3 3 4 3 3 3 4 3 5 3 3 4 4 AB,M 1 221222231223232. 1 1 1 1 1 2 1 2232322232 1 2 1 2 2 .3232334233.33,433343533.44 1 2 2 1 2 2 1 2 2 1 2 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,KL 212 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3,2 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 1 2 2 2 2 3 2;2 2'3 2,3 2 2 2.3 2.3 219,2 3 2 4 2.3 3:3 3:4 2 3 3,4 3 6 3.3 3 4 4 6 3.3 4.4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,KL 21222222: 3222.32: 3223' 32423333 .42.3333.4233;43'53;3344:6344.5 AB,M 2 2 2 2 2 2,2 2 2 3 2 2:2 2 213 2 2 3 2 2.2 2 3.3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3.3 2 3 :4 2 2.3 2 3 14 2 3 :5 2 3,3 2 3 4 2 4 6 2 3 4 2 4 5 212 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,KL -2-1-1 212 2 2 2:3 2:2 2.3 3;4 2:3 3.3 3-4 2.3 3 4 3.4 2.3 3 4 3,6 313 3: 4 3,6 3-3 4.6 4.6 3 4 5 5 AB,M 2 2 2;2 2 2 3 2 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2' 3 4 2 3 5 2 3 3 • 2 3 4 3 3 5 2 3 3 2 4 5 3 4 6 2 3 4 2 5 5 :5 2 2 2 2 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 21 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 63.125 H,I,J,KL ill 222122132'221 3342. 334342'33:43'43 ;3314353.34;4483144.54:63;45;8 AB,M 2 2 2.2 2 2 2 2 j 2 2 2 3 2 314 2 3 2 3 4 2 3 4 2 2 3 2 3 4 3 3 1 4 2 3 3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 5 2 3 3 2 4 5 3 4 6 2 3 4 3 4 5 .5 -2-11 212 213 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX ® 3 -512 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -1812' MAX. FROM TOP CORNERS JAMBS -1712" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF 40TE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 8. DESIGN PRESSURE UMITATIONS; SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LMTED) 118 HEAD 2 JAMB ABOVE MTO. RAIL tiDeRS JAMB BELLOW ••••• (F1.1 DP JAN1alWE MTS.GRAL JAMMIUW • JttII- 2 3 •mm.1110 002 Oirilekan NNW& FJC Oro 11090E oar 1/2408 tisa� FJG FJC 8 karmic A BYB E. NO CHANGE THWSKEET J.J. 211507 1C7OTECHNOLOGY DRIVE N010/18,mama P.O.B(8C132i NOKOMIS,R84274 Ooze •• ANCHORAGE SPACING, 1/1 WINL •• VYS •• ALUM. SINGLE HUNG WINDOW, f1PAGT I NT S 11 I '1'42 re aortae 8H7110 • • • • L Cask, RE. PE •38718 • • •• • SOUO••••• 4 t ANCHOR SUBSTRATE: QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.665 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYP C) 0 0 0p 0 0 O 0 0 0 0 0 0 V C1 WINDOW GLASS 2§-6-§ NZ -Z NQ- Z M Z NV� 2 .O 8ao Z Z WIDTH TYPE 0 0 0"1. 878 U'1NQ 8 C,D,E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18.125 H,I,J,K,L 1.1 1.1 1 1 2 2 2:1 2•2 2 2 2:1 2.2 2'2 2',2 2'2 2'2 2,2 2,2 2.2 2 2 2 2 3'2 2 2 3;2 3 2 2•2 3 2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1'1 1-1 1'1 2.2 2 1 2-2 2 2 211 212 2 2 2.2 2;2 22 2.2 2.2 2.2 212 2.2 3•2 2 2 3.2 3:2 2 :2 3:2 PSF 79 C,D,E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 117 1 1 1 1 2 2 1 1 212 2 2 2 2 2;2 2.2 2 2 2 2 2 2 2.2 3.2 3 2 2•2 3 2 3:2 2 2 3-2 3, 2 2-2 3 2 A,13,14 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 , 1 2 2 1.1 2.2 2 : 2 2 2 2 . 2 2 2 2 : 2 2 2 2 2 2 2 3 2 3 : 2 2 2 3 2 3 . 2 2 2 3 2 3 2 2 2 3 : 2 PSF 68 77 C, D, E, F, O, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32,000 H,I,J,K,L 111 1 1 111 2,2 2 2 2.2 2:3 2 2 2.2 3; 3 2:2 3:3 3,3 3:2 3:3 3;3 2;2 3:3 4 3 3:2 4 3 4.3 3 2 4 3 ABM 1 1 1 1 1 1 1 • 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111111112222222 :3222'233223333323 ,33322334332434.33243 PSF 89 87 79 C,D,E,F,O, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37,000 H,LJ,K,L 1T1' 1 1 1 1 1 2 1 2 2 2 2 2 2 3 2 2 2 3 3 : 3 2 2 3 3 3 3 3 3 4 3 3 : 3 3 2 3 , 3 4 3 3 2 4 3 4 4 3 2 4 3 ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 1 1 212 2 2 2.2 2 3 2 2 2.3, 3 32 2 3 3, 3 3 3 3.4 3 3 3 3 2 3 3 4 3 3 2 4 3 4.4 3 2.4 3 PSF 54 79 82 79 C,D,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 111 111 1 1 1 212 2 2 2;2 2.3 2 2 3.3 3 3 2 2 3.3 4 3 3-3 4 3 3 3 3.3 4 3 4 4 3.3 4 3 4.4 3 3 5 3 ABM ._2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 • 2 2 2 2 2 111 111 111 212 2 2 2 2 2 : 3 2 2 3.3 3 ' 3 2 2 3•34 3 3 :3 4 3 3:3 313 4 3 4,4 3:3 4.3 4.4 3.3 5 3 PSF 49 79 58 79 79 C,D,E,F.O, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 111 111 111 212 2 2a7a3.32: 2333;42.33 :34. 43:341341433434.4334'34'4.335:4 x 2 2 2 2 2_2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 1J1111 111 212 2.22123:3223 3342 :33:34. 4334134 :433434143.34.3443;35,4 PSF 45 74 81 74 78 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48400 H,I,J,K,L 1 --r-1111 1 111 111 2T2 2 '2 2 2813 2 2 33 3;4 33 3':3 414 3!3 4'4 44 3;3 4:4 4:4 4.3 5;4 4.4 4,3 5;4 A B,M 2 2 2 2 2 _2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 1-11 111 212 2.2 21_ 2 318 212 3.3 3'4 3:3_3!3 4;4.3'3 44 4;4 3!3 4 4 4;4 4.3 5;4 4.4 4 3 54 P67 41 67 48 87 78 79 C,D,E,F,Q 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3• 3 2 3 3 2 3 3 2 3 53.125 H,I,J,K,L 171 111 111 2 -12 2 2 illiT3 313 3 3 4:4 3;34'44 .4334;44;43;3446;54!364554354 A,B,M - 2 -1r1 __ 3 3 2 2 3 2 3 3 2 3 1 111 212 111 2;221S3J33: 3313443:34; 4443 :344443i34i46;44135;45'44135;4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX ® 3- #I2SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2' MAX. FROM TOP CORNERS JAMBS - 171/2" MAX FROM TOP CORNERS 18' MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED ®STALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. AABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. ® 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GIASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LI4BTEDI 117 HEAD 3 JAMB ABOVE 813 MI G. RAL JAMB BEI•OW *Ma RR- atteAtern JARS SWAM • •11 RAIL ar "FJC A J.J. NO CHANGE TICS MEET TRW 1 10781 OGYDRIVE I8OK0708. R 347/8 P.O. BQX 1510 IM140108, 834814 ANCHORAGE SPACING, STAND/1;71i ALUM. SINGLE HUNG WINDOW4IMPAGT &000 I NTS I e • 11 rim 466-20 • • • • •••••• • • • eeeeee • • •• • • ••• • ••• 13 •• • ••• • .5% • • • •••••• L Clark, P.E. PE W87 2 • swat 00000 •-- ANCHOR QUANTITIES SUBSTRATE: �\ ANCHOR TYPE: ABOVE MEETING RAIL (HEAD 8 JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8 17.125 22.688 28211 33.754 39288 44.839 50.382 55.925 c(� `28NU'U� SS 0 �v o ' O "U^ yVU V 5j Q0 NU' V 0 2 cO Nt�'tt2.1NU U p ._ §,4§.6_62/NU'121'NC7 0 0 0 0 0 0 0 0 0 _ V WINDOW WIDTH GLASS TYPE 19.12fi D.E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24000 D,E F,J, K.L 1 1 1 1 1 1 1 2 1 2 1 2_ 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 2 D,E,F,J, 1 1 1 1 1 1 2 1 1 2` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 KL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 6 3 6 2 PSF 2 31213 79 31313 41313 41314 41314 44.000 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 6 4 5 PSF 79 79 79 2 79 3 1 3 4 1 3 1 4 4 1 3 1 4 51314 61315 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 J. 1 1 1 2 2 2 3 3 3 4_ 3 4 4 3 4 4 3 5 4 4 5 5 4 PSF 79 70 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 5 4 5 5 4 8 PSF 78 79 70 79 79 71 79 79 78 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4. 4 5 4 6 6 4 8 5 4 6 8 6 8 PSF 71 79 83 71 79 84 74 88 77 69 89 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 -1 -1 2 2 2 3 3 3 4 4 4 5 4 6 8 5 8 8 5 7 8 6 7 ANCHOR QUANTITIES SUBSTRATE. ANCHOR TYPE:-.1 AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.778 15.778 18.778 21.778 24.776 27.776 30.778 31.106 o 21•41-12 H 21-1-14-1-121-1-121-1-121-1-121-1-1 wastoow WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 `_ 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2` 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3_ 2 3 3 2 3' 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 J 2 1 3 3 3 3 3 1- 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 31213 31213 31313 41313 41314 41314 44.000 88 78 2 212 2 2 2 3 213 31313 41313 41314 51314 81314 4 8 . 0 0 0 2 2 2 1 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 [ 4 4 1 3 1 4 51314 51314 5 3 . 1 2 5 2 8 � 2 2 1 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 51314 61315 51315 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 1112 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 8° MAX BELOW MTG. RAIL 15° MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED �3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. A3 AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 818° MIN. TO 38° MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AA FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE UMITATIONB: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JANE ABOVE MTG. RAIL 112 2 2 ® TABLE 8. j(EY: D •MAX•PSF ••• (DP BIM SDl 112 • • • JAMBEEk i81 2 MTS - • A• sa • •...:. JAN • 2 • • EI . RAIL • • wretde I� FJL 11/1309 B 144d02 140: Moak= FJG 1124109 A F.F.K MOS J.J 1117&IMNEMtEemic7EDBY NO CHARGE TI0SSEET 11ds@7 1070 TECHNOLOGY DRIVE WOI, FL 34175 lea PO 8.FL34 11 P0. BQ FL 3004 EIGT Vag* Better ANCHORAGE SPACING, CUSTOII4 VI. EW ALUM. SINGLE HUNG WINDOW,1MPAGT • 8F90D TS 1 1114.04 10 + 11 1� N 4842o • admieit IB • • OOOOOO • • r • ••• • ••• •• • •• • 000000 • L Oak P.E. - PEAJ97Tt • - -- EXTERIOR INTERIOR — — HFDAND SILL DETAILS) ® - -- ___f,ONCRETEANCHOR- 3.3 MIN.IANCRE')•E- _ (SEEPlb,t18e3) -A 2x WOOD BUCK ®(SEE NOTE 4) MIN., 1/4' TAPCON® "_- x=4314" MIN.;1/ • CRETE -FLEX OPTIONAL 1x WOOD160 (SEE NOT -E-4)— SHIM __� _---15E-TAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE WOOD ANCHOR (SEE NOTE 2 8 3)® 1 1/4' MIIV - 1!1-' - 'iiEiji 1/4" MAX. SHIM COE ANCHOR, - R4- BELOW MEETING r _____-- __RAILjSE( IVOT 183)® 3:36 KSI MIN. C t • OR1.5 KSI MIN. C U® 1x BUCK OPTIONAL WITH SOLIGICRETE C- _•�-- SUBSTRATE(SEENOTE-4)� —� DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4' SHIM 13/8' MIN. ® 1/4" MAX SHIM 1318"® MIN• ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 114' 834 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 1/4" 384 CRETE -FLEX, 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T6 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTNE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) .131' DIA. MIN. x21/2'NAIL, AT CORNERS AND 6' O.C. DETAIL F, (HEAD) .131' DIA. MIN. x 2 1/2' NAIL AT CORNERS AND 0.C. DETAIL Et (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 4 INTERIOR (ALL JAMB EXTERIOR WOOD FRAME .131' DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 8' O.C. 0 1111111 DETAIL G, (SILL) 1/4' MAX SHIM • • • • • •• • OOD PRAIA •••• • eeeeee •••• • • •••• eeeeee • • •• •• •••••• pe.dep #r, Ream FJG 13/88 ""9 WW1 A FJC _ a FJ°CL SNOB UFGTEB NOTE ADD NOYM B RE NAT HEADAIKNOREL 14 2123107 10/a TECHNOLOGY ORNE NOK1Ha8, FL ama NP 3 4 Vtsl6b Bawer ANCHORAGE DETAILS • • • • • ALUM SINGLE HUNG WINDOW, IMPAiT• •. 871/00 NTS 111 s 11 �a 4040 • 8 • • ••• 449•••:• •• •-. L11areP.E. • PE #397,2• • • • • • • • 8truffials • •• •