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WS-09-762Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 21, 2009 Inspector: Bruhn, Norman Owner: CHASE, JEFFREY Job Address: 145 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PREMIUM WINDOW INSTALLATIONS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132311 Phone: (305)266 -4515 Building Department Comments Inspector Comments Passed 9,206 s,b_tic; 7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. •_.. nn nn nn n___ •n _sn4 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // -3206' 0/.3- 23( STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 111111111111111111 111111111111111111 11111111 CFN 2009'R? e,.3311.. 193 OR Bk 26856 Ps 0311; Ups) RECORDED 05/06/2009 15:12:36 HARVEY RUVIHe CLERK OF COURT MIAMI -DADE COMM FLORIDA LAST F'AGE 1. Legal description of property and street/address: PB: /49-70/49 r';2071 L <' -L7 / 1 g 7F t S 1 fj 2. Description of improvement: ":"/0?Ce a d0 JS . 3. Owner(s) name and address: O 11,D4L -e . Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5-e4 14 10 5. Surety: (Payment bond required by owner from contractor, if Oa/Na cE,;;; fy h i' 7ft ls di off: a Name and address: Amouni of bond $ 6. Lender's name and address: WI TNESc m HARVEY R OF DADE ue copy of the of Tr"' and 0f"icidl Soo/ IN,arERi,of 7 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration different to is s ecified) Signature of Owner Print Owner's Name Sworn to and sub Notary Public Print Notary's Name My commission expires: date is 1 year from the date of recording unless a f rte- / >9/41 I.a^� ribed be � Prepared by , 20 di. \D5e_ P44-1; ez. Addr-ss: 9970 5, LJ. ' 5i4 s~t 123.01 -52 PAGE 4 8102 611l1 .1.1741 . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Tel: ! ' _ •_.. _;� 5 756.8972 Electrical Permit No. \,N.) S01— 161 Master Permit No. Plumbing // Mechanical Roofing Owner's Name (Fee Simple Titleholder) 270441C/ /1ecor4 /4 Phone # 3o5 )02. — 3322. Owner's Address /'j% /1 h' 1,16.4 ',tr.G.i' .r City /49/1.1 State /,1®>r'404 Zip 33/32 Tenant/Lessee Name • Phone # Job Address (where the work is being done) /qS /V. 6 7th TEL S tY'Ge—t City Miami Shores Villa • e County Miami -Dade Zip 33 / 3 2 NO Is Building Historically Designated YES 16,4',4 3oS� 477 - 47/1/ X° Contractor's Company Name ' a/Dui Phone # ,30.5 2.t t —'/S/ C Contractor's Address 737 J2 5. 'Ace Lt, . 5 -, 7'. City ,4gjGj j State ��D r/r),4 zip,33 15S. Qualifier \1O lj xi 4 EPtee -S� State Certificate or Registration No. Certificate of Competency No. 7,1 'S D 0 / Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ..?1 2. Type: of Work: ['Addition []Alteration Describe Work: , f • ['New Square Footage Of Work: 2 G ►2/ Repair/Replace ❑ Demolition btputq - /3blZ * * * * * * * * * * * * * * * * * * * * * ** Submittale Permit Fee $ Notary $ n Training/Education Fee $ Scanning $ IP- Radon $ Zoning Bond $ Code Enforcement $ ** ees ** ••••••••_•j•••• * * * * * * * * * * * ** 10 A- CCF $ ' J '-1U CO/CC -- .r Technology Fee $ 5. %:913 Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced' prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or A oing instrument was ac ,2009,by dged before me this The fore oing instrument was acknowl day of who is personally known to me or who has produced who is personal y known to me or who'has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB NOTA Sign: Print: My Commission LUIMAR MARTINEZ °My Corn Ision Expires Dec 19, 2009 Sign: Print: My C ***********.****************************************************************** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Plans Ekam,inelt Engineer Zoning OPENING 7 BYPGT INDUSTRIES 1- ALUMINUM SINGLE HUNG WINDOW - LMJ. SERIES SH-700 WHITE FRAME/ CLEAR GLASS/FULL VEW/IMPACT 6118° LAM1 CONSISTING OF (2) LIES OF 1/8 ANNEALED GLASS WWTHAN 0.80 DUPONT BUTACITE OR SAFLEX/KEEPSAFEMAXI7UM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES ( +) 80.0 /( -) 80.0 > ( +) 62.92/( - )69.71 psf zone 5 42'X86° (NOM) No. 07- 0322.08 7 OPEN BY PGT INDUSTRIES 1- ALUMINUM SINGLE HUNG WINDOW - LA2L SERIES SH -700 WHITE FRAME/ CLEAR GLASS(FULL VEW /IMPACT 6116' LABS CONSISTING OF (2) LITES OF l/8 ANNEALED GLASS WITH AN 0.90 DUPONT BUTACITE OR SAPLEKINEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE- SPESAAC PRESSURES ( +). 80.0 /( -) 00.0,.... ,. ( +) 6292 /() 57:65 pat zone 4 46112* X50 sir (NIA) NO. 07-0322.06 •• ••• • • • •• • • 1• ••• 8 - = -= - OPENING 8 BY POT INDUSTRIES 1- ALUMINUM HORIZONTAL ROLLING WINDOW- LM.L SERIES SH -710 WHITE FRAME' CLEAR GLASS/FULL YEW/ IMPACT / CONE XO CEASING OPTIONS 'A' 8116 AN LAM! CONSISTING OF (2) EWES OF 1/8 ANNEALED GLASS WITHA 0.80 DUPONT BUTACITE OR SAFLEOKEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES ( +) 76.0 /O 76.0 > ( +) 62.451( -) 68.76 pat zone 5 831/8 °X80 86° (NIA) No. 00- 0405.06 NOT PART REAR (NORTH) OF PERMIT ELEVATION DONALD MCCORQUADALE Jr & BEVERLY TEL: 305 - 302 -3382/ 305 - 756 -5783 PROPERTY FOLIO No.11- 3206- 013 -2311 PROJECT No. 05-01- 2009 -0143 JOB ADDRESS: 145 N.E 98th STREET MIAMI SNORES, FLORIDA 33138. • • • • •• • • • • •• • • • •• • • •- • • • • • • • • • ••• • • • • • • FI10NT (*)U9.4) • • FRONT DOOR NOT ELEVATON PART OF PERMIT •• • • • • • •'. •. • r• •.. • • • • • • • •' • • • • � •• • • • •• •' • OPENNS 203 • • • • • • BY ALIT INDUSTRIES • • - • • • • • 2- ALUMINUM SINGLE HUNG WINDOW- LM.L SERIES SH-700 WHITE FRAME/ CLEAR GLASS/ FULL VEIN /IMPACT i✓16" IAN/ CONSISTING OF (2) LITES OF 1/8 ANNEALED GLASS WITH AN 0.90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUMPVBINTERLAYER APPROVE WINS PRE URES•. • SINE SPES/MC'PRESSURES NOT PAR OF PERMIT OPENING 10. BY POT INDUSTRIES 1- ALUMINUM SINGLE HUNG WINDOW I MJ. SERIES SH -700 WHITE FRAME! CLEAR GLASS/FULL VERY IMPACT 6l16' LAM CONSISTING OF (2) LITES OF 1/8 ANNEALED GLASS WITH AN 0.90 DUPONT BUTACITE OR SAPLEXINEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES ( +) 80.0 /() 80.0. > ( +) 5430/( - )68.93 psfzone4 42'X38' (NIA) No. 07 -032206 OPENING 11 1/4 By POT INDUSTRIES 1- ALUMINUM HORIZONTAL ROLLING WINDOW- LM.L SERIES SH -710 9!O 1/2 WHITE FRAME/ CLEAR GLASS FULL VEW /IMPACT / CONFXOX/ 1/4-1/2 -1/4 Glazing Options -"D" 7116 AA/LAMI CONSISTING OF (2) LITES OF 3H6° ANNEALED GLASS WITH And .090 DUPONT BUTACITE OR SAELMICEEPSAFE MAXIMUM PVB INTERLAYER X 1 A APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES 1_I ( +) 750 /O 76.0 a ( +) 80.48/( - )88.12 pat zone 4 85"X55' (NOA) No. 08. 040646 1 RIGHT (EAST) ELEVATION NOT PART,! OF PERMIT: / ( +) 80.0 /0' ( +)60.0 /O 5316-X606 (NOA) No. 0 0 • • a • L46 /157.08•pszon0• (OPENING 2) 0 • • • ) 46/( 68.7E oo" (OPENING 3) i � o•• •• • • • •• •• • • • ••• • • OPENING 1 BY POT INDUSTRIES ' 1- ALUMINUM SINGLE HUNG WINDOW- LAU. SERIES SH-700 WHITE FRAME/ CLEAR GLASS/ FULL VEW /IMPACT 516' LAMI CONSISTING OF (2) LIES OF 1/8 ANNEALED GLASS WITH AN 0.90 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSU(ES. SITE SPESIFC PRESSURES ( +) 80.0 /( -) 80.0 ' .. , (+) 6245/007.08 patzone4 531!8° X 606/8°. (NON) No. 07 -032206 r � OPENING 12 & 13 BY POT INDUSTRIES 2• ALUMINUM SINGLE HUNG WINDOW LM.L SERIES SH-700 WHITE FRAME/CLEAR GLASS/ FULL YEW /IMPACT 8'16° LAM/ CONSISTING OF (2) LJTES OF 1/8 ANNEALED GLASS WITH AN 0.90 DUPONT BUTACITE OR SAFLOLMEEPSAFE MAXIMUM PVB INTERLAYER. APPROVE WIND PRESSURES SITE SPESIFIC PRESSURES ( +) 60.0 /O 80.0 a ( +) 64.67/073.20 psf zone 6 22°X66° (NOA) No. 07-032206 MARIA E. LOPEZ, P.E. License Florida No 60157 625 SW 63rd Avenue, Miami Fl PHONE (786) 380 -0734 PROJECT: 05 -01- 2009 -0143 5/4/2009 23:55 DONALD MCCORQUADALE JR & BEVERLY MCCORQUADALE JOB ADDRESS: 145 N.E 98th STREET, MIAMI SHORES FL 33138 PAGE 1 Input Data: Exposure Category Category Importance Factor Enclosure Basic Wind Speed Topographic Factor Directionality Factor Internal Pressure Coeff. Building Height to Ridge Building Height to Eave Building Length Building Width Open.1/ 2/ 3/ 9 Open.4 Open.6 Open.7 Open.10 = C = 11 I = Enclosed /Partially Enclosed V = 146 mph Kzt = Kd = GCpi = hr = 17.15 ft he = L = B 1.00 1.00 1.00 ± 0.18 53.1 46.5 30.5 42 42 x x x x x 9 48.79 45.39 50.625 50.625 36 56 38 Velocity Pressure: qh = 0.00256 Kz Kzt Kd V2 I psf = 47.65 psf Where qh = Velocity Pressure at Height H in psf Kz = Velocity Pressure Exposure Coeff. At Height z qz = Velocity Pressure at Height Z in psf C&C Wind Pressures: p = qz[(GCp) - (Gcpi)] psf a = edge strip = Max[Min(0.1B4O.1L),3] = ft ft in in in in in Roof Slope, O = 19.8 Degrees Mean Roof Height, h = 13.1 ft 5 ft Wall Member Effective Area sq ft Z ft Kz qz psf GCp positive GCp negative Zones 485 Zone 4 Zone 5 Open. 18.7 15 0.85 46.33 0.95 -1.05 -1.30 Open. 16.3 15 0.85 46.33 0.96 -1.06 -1.32 Open. 7.6 15 0.85 46.33 1.00 -1.10 -1.40 Open. 16.3 15 0.85 46.33 0.96 -1.06 -1.32 Open 15 0.85 46.33 0.99 -1.09 -1.38 DESIGN WIND PRESSURES ZONE 4 ZONE 5 positive negative positive negative Open.1/ 2/ 3/ 9 52.45 -57.08 52.45 -68.76 Open.4 52.92 -57.55 52.92 49.71 Open.6 54.67 - 559.30 54.67 -73.20 Open.7 52.92 -57.56 52.92 -69.71 Open.10 54,30 -58.93 54.30 -72.47 • • • • • •• • • •••• • • •••• ••• • • • •••• • ••• • • • •• • • •••• • • •••• •••• • • • • • •• • •• •• • • • • • • • • • • •• • • •••• • • •••• • •• • • • •••• • • • • • • • • • • • • • • • MARIA E. LOPEZ, P.E. License Florida No 60157 525 SW 63rd Avenue, Miami Fl PHONE (786) 380 -0734 PROJECT: 05 -01- 2009 -0143 5/5/2009 0:03 DONALD MCCORQUADALE JR & BEVERLY MCCORQUADALE JOB ADDRESS: 145 N.E 98th STREET, MIAMI SHORES FL 33138 PAGE 2 Input Data: Exposure Category Category Importance Factor Enclosure Basic Wind Speed Topographic Factor Directionality Factor Internal Pressure Coeff. Building Height to Ridge Building Height to Eave Building Length Building Width Open.11 Open.12/ 13 Open.N/A Open.N/A Open.N /A = C = li Enclosed/Partlally Enclosed V = 146 mph Kzt = Kd = GCpi = hr = 17.15 ft he = L = .79 ft B = 45.39 ft x 55 in x 56 in x in x in x in 1.00 1.00 1.00 ± 0.18 Velocity Pressure: qh = 0.00256 Kz Kzt Kd V2 I psf = 47.65 psf Where qh = Velocity Pressure at Height H in psf Kz = Velocity Pressure Exposure Coeff. At Height z qz = Velocity Pressure at Height Z in psf CSC Wind Pressures: p = qz[(GCp) - (Gcpi)] psf a = edge strip = Max[Min(0.1B4O.1L),3] = B Root Slope, O = 19.8 Degrees Mean Roof Height, h = 13.1 ft 5 ft Wall Member Open. Open. Open. Open. Effective Area sq ft Z ft Kz qz psf GCp positive GCp negative Zones 4&5 Zone 4 Zone 5 32.5 15 0.85 46.33 0.91 -1.01 -1.22 8.6 15 0.85 46.33 1.00 -1.10 -1.40 0.0 15 0.85 46.33 1.00 -1.10 -1.40 Open 0.0 15 0.85 .33 1.00 -1.10 -1.40 0.0 15 0.85 46.33 1.00 -1.10 -1.40 DESIGN WIND PRESSURES • • • • • •• • •••• • • •••• •••• • • •••• • ••• • • • •• • • •••• • • •••• •••• • • • • • •• • •• •• • • • • • • • • • • •• • • .•• • • •••• • •• • • • Miami Shores Building Deparment Product Approval Schedule I Comparison Chart PROPERTY OWNER: DONALD MCCORQUADALE Jr JOB ADDRESS: 145 N.E 98th STREET, MIAMI SHORES FL 33138. PROPERTY FOLIO No. 11- 3206 - 013 -2311 PERMIT No. CONTRACTOR: PREMIUM WINDOW Ope ing OD Description of Windows I pe I Glass °roduct acceptance: Product Aopro al Opening Design Pressur° QoD PS PSF ough Opening Size I S u ter _Required 1 G@ VG@ 0 kb Mullio ElgcMagcl V0@0 No Impac YGO ao (o)P Door o Mullion QN AO.A No, Design Bressure ( +) PSF Q -) PSF 1 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 52.45 / 57.08 53 1/8" x 50 5/8" No No Yes 2 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 52.45 / 57.08 531/8 "x 50 5/8" No No Yes 3 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 52.45 / 68.76 53 1/8" x 50 5/8" No No Yes 4 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 52.92 / 57.55 461/2 "x 50 sir No No Yes 5 Not Part of Permit 6 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 54.67 / 59.30 30 1/2" x 36" No No Yes 7 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 52.92 / 69.71 42 "x 56" No No Yes 8 Not Part of Permit 9 Horizontal Rolling Window HR -710 5/16" AA 06- 0405.06 75.0 / 75.0 52.45 / 68.76 53 1/8" x 50 5/8" No No Yes 10 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 54.30 / 58.93 42" x 38" No No Yes 11 Horizontal Rolling Window HR -710 7/16" AA 06- 0405.06 75.0 / 75.0 50.48 / 55.12 85" x 55" No No Yes 12 Aluminum Single Hung SH -700 5/16" AA 07- 0322.06 80.0 / 80.0 54.67 / 73.20 22 "x 56" No No Yes 13 Aluminum Single Hung SH -700 5/16 "AA 07- 0322.06 80.0 / 80.0 54.67 / 73.20 22 "x 56" No No Yes .• • ••.. • • • • • • • • . •• ... • • • •• • ••• •• • ..• . .. • • • •• ,. • • • • • • I • • • • • • • • • • .... • • • . .• • ... • • •• • • ... 1 • •• • ••• • • .. • • • • • • . . • • • • • . . • • • ••• • • • •• •• • • •• •• MIAMfD COUNTY MIAMI -DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 (PST Industries, Inr. --1 www.buiidinacodeonline.cam 1070 Technology= jve= Nokomis. FL 34275 J SCOPE: This NOA is being issued under the applicable rules and regulations materials. The documentation submitted has been reviewed ii governing the use of Dade County Product Control construction 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: w eriesB.11-710 Aluminum Horizon . Roller mow- l APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Windoe, ipact ", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed arel P.E., bearing the Miami -Dade County Product Control Approval stamp with the 1�I'otice of Aece,ptai .Clark, • • number and approval date by the Miami -Dade County Product Control Division. • • MISSILE IMPACT RATING: ar e ` • e mpac -Resistant 1 ... • .... • • • LABELING: Each unit shall bear a permanent label with the manufacturer's ; • • following statement: "Miami -Dade County Product Control Approved", unless ote5• a noted 4itn anc�.:.. RENEWAL of this NOA shall be considered after a renewal application has been led and there has no change in the applicable building code negatively affecting the .... been • Y g performance ofthis l'iroduc�. • TERMINATION of this NOA will occur after the expiration date or if there has berm revi io in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an stocsement • .. � n,prchange • 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, followed by the expiration date may be displayed in advertising literature. If any h'' the N and y ,portion of the N displayed, then it shall be done in its entirety. and is 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. Gaseon, P.E. OA No (Expiration Date: December 21, 2011 Approval Date: December 21, 2006 7 Page 1— PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, 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) 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.T. DuPon't13 mourn fdr • ri.. . « Du po ; Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/1ti". •::::• F. STATEMENTS • .. • • • • • • • 1. Statement letter of compliance, and no financial interest, d ir4� larch 30, 2006, signed, • and sealed by Robert L. Clark, P.E. • 2. Laboratory compliance letter for Test Report no. FTL- 4770, iced by 1gdg�,tioi Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by 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. Gas on, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 • • ► :; ►• ►�'� T •; ON-TA1- ROLLER-WU OW 1` �LAZ!NtG OPTIONS: (S • ) V • 5/1. R• • N T N •F (2)11iES -0F 1-/8"-ANGIEALED -- GLASS - WITH- I PONT BUTACITE OR SAFLEXIKI=E "Y: ' RLA ER. B. 516" 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 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 SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. •. 71VTAMITO SISTING OF (2) LITES OF 3 /T6" ANNEALEUXGLASS WITH AN .0�7r DUPONT BUTACITE �R SAELE_X_1KEEPSAFFMAX!MU; AYER_ ' E. 716" LAME CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W;TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" 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. 13/16" LAME 1G: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1k .'.6R SPACE AND 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 'L. 13/18" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1,4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) AA. 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 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GAS'NET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 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 VELOCITY HURRICANE ZONE (HVHZ). Revel 9y.' Date: Remsio"s: - 1070 TECHNOLOGY DRIVE NOI(OMIS, FL 34275 P.O. sax 152s NOYLMIS, FL 34274 11.11 GENERAL NOTES RnvsdAy' F.K. Date: 10/17/06 Revisions ' • B CHANGE TO ASTM E 1300 -02 Ma. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Raved 9y: F.K. Dear: 5/13/06 Rev:tirnes: A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Visibly Better ScrKVMOdm I!R710 crab' SoeL Da+�rng No Ror. 1 NTS 1 1 a 11 4127 -In i u ar F.K. flare: 2/28/06 Checked 9y: J.J. Dam: 3/23/06 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST EXTRUSIONS 3 • . 1 • •• 7• CORNER DETAIL.......! . • ANCHORAGE ....... .....A.eca.•8 q 1 ••• • • • •... • • •• •• • • • • • • • •• • • • • A=ed as arsa14052 left /7" " /v Robert L. Clark. P.E. PE #39712 •••• • • •••• • ••• • • • •• • • •••• • • •••• ••.• • • • •• • • •••• • • •••• • S. • • • ••. • Rend 8y: 5 1/2" NOM. GLASS BITE 60,61,62 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 JJ// 5/16" NOM. 1/2" NOM. GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED (1/16 ' LAMINATEI GLSS- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 118" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS WI 5/16" LAMI 1/2" NOM. GLASS BITE I (72,73,7475,76,7) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS WI 7116" LAMI Date: Revteto"e. Revsd 8y: Date: F.K. 10/17/06 RevsdBy Data: F.K. 5/13/06 D.m"m Hy ow- F.K 2/28/06 R001( 01.T NO CHANGE THIS SHEET Revisions: A ADD AR SPACE DIM_ TO LAW 1G DETAILS Checked By J.J. Data: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • • • •• • • •••• • • •••• • • • • • • • • • • • • •• • Approved as iteeePtfriali With the tri4 Robert L. Clark, P.E. PE #39712 Rfnvd,.r"1 •••• • • •••• • ••• • • • •• • • •••• • i •••• ••••' • • • •• • • •••• • • •••• • •• • • • tXOX 1 /4i1 ,14 -RE TABLE 1. I�Ill�t J�Tk! 84" 96" 106 3/8" qrnss i I TYPE ) A,B,G,H A,B,G,H A,B,G,H 108" 111" A,B,G,H A,B,G,H 26" +60.0 +60.0 +60.0 +60.0 +60.0 36" 38 3/8" 60 5/8" 64" 60" 63" -60.0 -60.0 -60.0 -60.0 -60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -59.5 +60.0 +59.1 +55.5 +55.0 +54.0 -60.0 -59.1 -55.5 -55.0 -54.0 UP TO 111" C,I PP-TO 111'7 ,F,J,K,L +60.0 -60.0 +56.0 -56.0 +52.1 -52.1 +51.7 -51.7 +50.9 -50.9 +60.0 -60.0 +75 -75. r (XOX 1/3,1/3,1/3) DESIGN PRESSURES TABLE 2. WINDOW WIDTH GLASS TYPE WINDOW H ; GHT 26" I 36" 38 3/8" 1 48" I 60 5/8" 54" 60" 63" TO 86 7/16" A, B, C, G, H,1 +60.0 -60.0 TO 86 7/16" D, E, F, J, K, L , +75.0 -75.0 __M- -D ES-SU -ES ANINIXIV GLASS' TABLE 3. DOW_ IEI•GH 66" XB,G,H C, I A,B,G,H C,I 72" 26" +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 A,B,G,H +75.0 C, I +75.0 74'. A,B,G,H +75.0 C, I -75.00 -75.00 -75.00 -75.00 -75.00 36" +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 38 3 /8" +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 - 75.00 48" +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 - 75.00 -75.00 -75.00 -75.00 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 -_ Z0-4/8" +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 Min I - 75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 60" +75.0 +75.0 +74.7 -75.00 -75.00 -74.70 +75.0 -75.00 +75.0 +75.0 -75.00 +70.1 -70.10 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 -75.00 63" +75.0 +75.0 +70.0 +75.0 +65.0 +72.1 +63.5 75.0 -75.00 +74.7 -74.70 +70.8 -75.00 -75.00 -70.00 -75.00 -65.00 -72.10 -63.50 -70.80 • • • • •• • • •••• • • •••• • • •• • • • •. • • • • • • • •• • UP TO 74" . D, E, F, J, K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16' H. 13/16" LAMI IG -118" OR 3/16 "A, 5/16' I. 13/16" LAMI 1G -1/8" OR 3/16 "A, 5/16" J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" kr: 25 118" MAX. DLO VENT 49 3/4" MAX. DLO FIXED 25 1/8" MAX. DLO VENT 251 /8" MAX. DLO --o-1 If 111" MAX. WIDTH 33 9/16" MAX. DLO FIXED CT 57 3/8" MAX. DLO ALL FIXED LITES (114 -1/2 -114) 33 9/16" MAX DLO VENT • 56" MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. 86 7/16" MAX. WIDTH DETAIL C - XOX (1/3- 113 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Revsd By. Revsd8y: F.K. Revsd 6y: F.K Damn By: F.K Revisions: Dole. 10/17/06 Revisions: 8 NO CHANGE 77115 SHEET Dew 5/13/06 two 2/28/06 itevIslons: A NO CHANGE THIS SHEET Checked By: Dais J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Downy ELEVATIONS ra ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better scecoorkocv HR710 NTS Shoe, 4 of 11 OmwinpNo. 4127 -10 B ••• • • • • • •••• • • • • •• • • ••• • • • • • • •• • • • • •••• •••• • • • • •••• •••• • • •••• • • • • • •• •• •• • • • • • • • • • • ••••• • • • • •••• • • • • • •• • • •• • • • • • ••••; roved us comPbing Awklk Cock Robert L. Clark, P E. PE #39712 Structural MAX. HEIGHT Revsd BY• MAX. VENT DLO MAX. FIXED DLO Date: SECTION C -C (VERTICAL SECTION) Re INTERIOR • MAX VENT DLO INTERIOR INTERIOR �+— MAX. FIXED DLO -I MAX. WIDTH SECTION B -B (HORIZONTAL SECTION - XOX) MAX. VENT DLO EXTERIOR 0 OPTIONAL • • ▪ • • •• • • •• • • • • •••. O• •• • • • • • • • • • • •• • +-- MAX. FIXED DLO -- 1 MAX. VENT DLO EXTERIOR MAX. WIDTH SECTION A -A (HORIZONTAL SECTION - OX) Revsd Hp: Date: F.K. 10/17/06 Revsciay: Data F.K. 5/13/06 Drawn By: Data: F.K. 2/28/06 R s. 8 NO CHANGE THIS SHEET Rev1s ons: A Checked By. J.J. NO CHANGE THIS SHEET Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 SEALANT OR GASKET AT HEAD AND SELL VIEW D -D (FRAME CORNER CONSTRUCTION) Visibly Berrer SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aeries/Wm HR710 Scats. Half Shea: 5 or 11 4127 -10 Robert L. Clark, P.E. PE #39712 Structural • • • • • • •••• • • ••• • • • • • •• • • • • ••.• • • •••• • • •••• • • • •• • • • • • • •••• • ••••• • • • •• • • • • o •• • • ITEM DWG# 1 4102 2 4025 3 4 4053 6 4136 7 4137 8 4131 10 71298 REV DESCRIPTION A I FLANGE FRAME HEAD MAT' L 6063 -T6 AL SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 A L #8 X 3/4 PH. PAN HEA D PGT# 612237 612244 7834AA SASH STOP COVER (SASH STOP) 6063 -T5 AL FLANGE; FRAME SILL 6063 -T6 AL SILL ADAPTOR 6063 -T6 AL ROLLER TRACK 6063 -T6 AL WEEP HOLE COVER POLYPROP. 12 1 1626 ADHESIVE OPEN CELL FOAM PAD 13 1 4002 A I FLANGE FRAME JAMB 6063 -T6 AL 14 1 4134 GASKET FOR MAIN FRAME SILL JOINT 15 1 1155 #8 X 1.000 QUAD PN. SMS 1614110 G SCREEN ADAPTOR 6063 -T5 AL 17 1 4054 B I FIXED MEE'INGRAIL 606311D -T6 AL 19 1 4066 21 1 4105 W STP.,.187 X 230, FIN SEAL SASH TOP & BOTTOM RAIL 6063 -T5 AL 22 1 1683 W STP.,.250 X .270 BACK, FIN SEAL 23 1 225 -1 ROLLER HOUSING& GUIDE 24 226 BRASS ROLLER WHEELS BRASS ` 29 4128 32 1 4006 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. D I SA SH MEETING RAIL 6063115 -T6 AL 33 1 1235 W STP.,.170 X .270 BACK, FIN SEAL 35 1 1096 SWEEP LATCH DIE-CAST - 36 1 1016 #8 X .625 PH. FL. SMS 37 1 4126 SASH SIDE RAIL 6063 -T5 AL 38 1 1683 WSTP.,.250 X .270 BACK, FIN SEAL 39 1 7070 BULB WEATHERSTRIP .187 X .275 40 LIFT RAIL COVER CAP 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781 PQA 64110G 64054A 640660 612240 61683G 42112HD 7BRW HL2 44128N 64006 67S16G 71096 7858 64126 616830 67070K 74078 "C" L OR R. 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1 1224 VINYL GLAZINGBEAD BULB (THICK) 52 1 1225 VINYL GI AZINGBEAD BULB (THIN) 53 1 4039 B IGLAZING BEAD - 5/16" 6063 -T5 AL 54 1 4044 B IGLAZINGBEAD - 5/16" W /GRILL KIT 6063 -T5 AL 55 56 59 4222 985 4067 A IGLAZINGBEAD- 7/16" C I GLAZING BEAD - 7/16" W /GRILL KIT IGLAZINGBEAD- 13/16" 6063 -T5 AL 6063-T5 AL 6063 -T5 A I.. 6TP247W,K 6TP248K 64039B 644703 64722 6985 64067 60 GLASS, 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 It 63 64 it 65 fl 5/16" LAM/ (1/8" HS, .090 PVB, 1 /8" HS) 7/16" LA MI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVI3, 3116" HS) 66 13/16" LAMI IG- 1/8 "A, 3/8 "AIR SPACE, 5116" LAMI (1/8 "A, .090 PVB, 1 /8 "A) 67 'Revsd 8y: Pete: " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) fl"EM DWG# REV DESCRIPTION MAUL 1 PGT# 68 GLASS ,13 /16" I AMI IG- 118 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1 /8 "HS) 69 " 13/16" LAM! IG- 3 /16 "A, 5/16" MR SPACE, 5/16" TA.MI (1/8 "A, .090 PVB, 1/8 "A) 70 " 13/16" LAMI 1G-3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 71 " 13/16" LAMI IG- 3116 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8" HS, .090 PVB, 118 "HS) 72 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVI3, 3/16 "A) 73 13/16" IAMI 1G- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" IA MI 1G- 3116 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "A) 76 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "A, .090 PVB, 3/16 "HS) 77 13/16" LAMI 1G-3/16"A. 3/16" AIR SPACE, 7/16" LAMI (3/16 "IIS, .090 PVB, 3/16" HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS 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 SCREEN CLOTH Revisions: Revsd Hy F.K. Dare: 10/17106 Revisions: 8 NO CHANGE THIS SHEET Raved 8y• Date: F.K. 5/13/06 Revisions: A ADD SPACE DIMENSIONS ITEMS 66 TI-IRU 77. Dawn BY Pate F.K. 2/28/06 Checked Hy J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 RD. BOX 1529 NOKOMIS, FL 34274 PATS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT scan erase NTS Visibly Better Seriasitlaist HR710 6 of 11 (7.me N. 4127 -10 Rev. B • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • •••• • • •••• • • • • • • • •• • • •••• • • •••• •O• • • • • • • •. • •••. • ai ••••. • •• . • • • •••• FLANGE FRAME HEAD #4102A, 6063 -T6 --II- -.062 .490 j ft SASH STOP STOP #4025, 6063 -T5 .062 1.349 - I SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .050 1.096 I - - GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .678 2.710 FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131, 6063 -T6 1.081 h '- SASH MTG. RAIL #40060, 6063HS-T6 1.187 j� 050 r I .678 1.096 (- GLAZING BEAD 7/16" #4222A, 6063-T5 FRAME SILL ADAPTER #4137, 6063-T6 FIXED MEETING RAIL #40549, 6063HD -T6 129• SASH SIDE RAIL #4126,6063 -T5 I 050 .678 1.115 — I- " ---* -t J GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED WI GRILL KIT) .050 .678 1.096 I 7 GLAZING BEAD, 5/16" #40398, 6063 -T5 1-•--1.513 -�i j 1 .040 II .738 SASH STOP COVER #4053, 6063 -T5 1.363 3 2.784 FLANGE FRAME JAMB #4002A, 6063-T8 I .683 f .050 L. 1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 Revsd ey: Dat Rev tsa u RewM 8Y Dee- F.K. 10/17/06 Revsd try• Date: FR. 5113/06 been 8• Data: F.K. 2/28/06 Revkions• B NO CHANGE THIS SHEET Revisions: A NO CHANGE THIS SHEET C+ascked 9y.' Date: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Denagginer EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Sark 4tortn : HR710 Half ,astir 7 at 11 wrong 4127 -10 Raw B • • • •• • • •••• • • •••• • •••• • • • • •• • ••• • • • •• • • •••• • • •••• •••• • • • • •• •• •• • • • • • • • • • •••• • *pp), op 44 isaPhibli4 • • • • ,.":rr.r, fir ROGert L. Clark, P.E. PE #39712 Structural •••• • • •••• • • ••• • • • • • •• • • • • • •••• • • • • •••• •••• • • . • •• • • • • • • • •••• • ••• •••• • • • •• • • • • • •- ••.• l - - ANCHOR QUANnIEES, XOX (1/ - WINDOWS -7 TABLE 4 L14) L OT �� e r . ,S. c6)= ,F,J,K,L (;LASS TYPE )2 CA,B,C,G,H,I TYPE 23. WOOD ZONES 2, CONC ZONES 1, CONC ZONES 2,3, WOOD ZONES 2, CONC ZONES (- •CONC� ZONES I - • • • - • 1� 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) }SIJBSTIiia "4EAD & SILL cn g ' HEAD & SILL co 1 -3 HEAD & SILL co g -y HEAD & SILL co cA ¢ HEAD & SILL to r;_. (2. GLASS TYP_CS 7 WINDOW SIZE - ` H �H ' A. 5/16" LAMI - (1 /8" A,.090,1/8" A) B. 5/16" LAMI - (1 /8" A,.090,1/8" HS) C. 5/16" LAMI - {1!8' HS,.090, 1 /8" HS) g ¢ EAD & SILL 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 (b. 7/16" LAMI - (3/16" A,.090, 3/16" A) 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16' OR 3/8" SPACE, 5/16" LAMI - (1/8 "A,.090, 1/8" A) H.13/16" LAMI IG -118" OR 3116" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090. 1 /8" HS) I. 13/16' LAMI IG - 118" OR 3116" A, 5116" OR 318" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16' LAME IG - 118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" A) - K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3116' A,:090, 3/16" HS) L. 13116" LAMI IG - 118` OR 3116' A, 3116" OR 114" SPACE, 7116" LAMI - (3(16" HS,.090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. Q.C. TABLE KEY: • • X X • • • 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +:I +C2 +1 3 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2+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 +C2 +1 3 1 +C2 +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 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +G2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +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 +C2 +1 3 r1 +C2 +2 +C2 +1 II 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +G2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 31 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1+C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 A 1 +G3 +4 +C3 +11 3 ^. ANCHOR QUANTITY PER JAMB • • • •••• ' • •••• • • •• •• • • • • • • ••• •• • 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2+1+C2+1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 N A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING ANCHORS PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. '(3" MIN: O.C. ANCHOR SPACING) r--•.-{--25 3/4" max. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 `1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +G3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2+03 +1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63,000 (,'G+16_37_6_08.375 48.000 50.625 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2+1 2 1 +C2 +2 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 ' 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +G3 +1 3 --1--1 I- -•--3" MIN. 1 111 UWt L d ltjF t• S y010 Maids `. :' ,,: .. No 1 s"+5•L;i0-2,---Act ' 54.000 ;, •' ' 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 -I-- 1 9" REF. i x 1 1 I 1 o ._ -- - _ -_ I x ��_ .i" 1 +G2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 2 1 +G2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 2 1 +C3 +2 +C3 +1 1 +C2 +3 +C2 +1 3 2 1 +C3 +2 +G3 +1 1 +C2 +3+C2 +1 3 2 1 +G2 +2 +02+1 1 +G2 +3 +C2 +1 3 2 7 +C3 +2+03 +1 1 +C2 +3+C2 +1 3 2 r -___ MTG. RAIL, TYP.- - 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +C3+3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 3 A 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3+C3+1 3 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C:2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 4. 0.000 63.000 1 +C3 +3 +C3 +1 3 1+C2+2+C2+1 3 1 +04 +3 +04 +1 3 1 +C4 +3+C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +G2 +2 +G2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +03 +3 +03 +1 3 1 +C4 +4 +C4 +1 3 4' } 25 3/4" MAX 111.000 x 3&.375 48.000 1 +02 +3 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +G2 +1 2 1 +C2 +4 +C2 +1 2 � (-� --3" MIN. 1 I 112" N. 1 +C2 +3 +C2 +1 3 1+C2+2 +C2 +1 3 1 +C3+3+C3 +1 3 1 +03 +3 +03 +1 3 1 +C2 +3 +C2 +1 3 1+03+4 +03 +1 3 /" e 24//4" V abert L. Clark, P.E. PE #39712 Structural 1-- 9" REF. y x ; �� - - - -• -_ .L• I 1 I I it i I O x I 50.625 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 54.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +04 +1 3 .- -' `' - -- - "" �._-- _ -' 50.000 1 +C3 +3 +C3 +1 3 .1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3+C2 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP.- A EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 63.000 1 +C3 +3+C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1+C3+3 +C3 +1 3 1 +C5 +4 +C5 +1i 3I Renusd ay: Mete' Revision. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Desarvka: ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Wend ay. FK. Gate 10/17/06 Newsom. B REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS rd7er ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsd ay: F.K. irate: , 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better 3edesrP,lodel. tlR710 Scale NTS Vest: 8 o 11 DrardrgtNo. 4127 -10 Rev B co-aw.K. F.K. sate _ 2/28/06 a J.J. J. �/. 3/23/06 •••• • • •••• • • ••• • • • • • •• • • • • • •••• • • • • •••• •••• • • . • •• • • • • • • • •••• • ••• •••• • • • •• • • • • • •- ••.• •••- • • •••• • • •••, • • • • • • • • • • •••• • • • •••• •••• • • • •• • • • • • • • •••• •••• • • • •• • • • • • •••• . ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 5 NOTES: ,� 1. ANCHOR TYPES: 1 °\ 1 - 1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116" LAMI - (1/8" A,.090. 1 /8" A) B. 5/16" LAMI - (1/8" A,.090,1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1 /8" HS) D. 7/16" LAMI - (3116 A,.090, 3116" A) E. 7116" LAMI - (3116" " A,.090, 3/16" HS) F. 7116" LAMI - (3/16" HS,.090, 3116" HS) G. 13116" LAME IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090,1/8" A) H. 13116" LAMI IG 118" OR 3116" A, 5116" OR 3/8" SPACE, 5116" LAMI - (1l8" A,.090, 118" HS) I. 13/16" LAMI IG -1 /8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1 /8" HS,.090, 1/8" HS) J. 13/16" LAMI IG-- 1/8" OR 3/16" A, 3/16" OR 1 /4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI 13 - 1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG -118" OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" HS,.090, 3116' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING l DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4° MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 112 MAX. O.C. TABLE KEY: • • .• •• X • O X • • • GLASS TYPE A,B,G,H C,D,E,F,1,J,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2.3. WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H HEAD & SILL Ki ; -3 HEAD & SILL z < HEAD & SILL v' -, HEAD & SILL g - HEAD & SILL N Q 2 HEAD & SILL m -, 48.000 x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 48.000 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+14-02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 1+C24-1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +C2 +1 1 +C2 +1 +C2 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 3 63.000 1 +C2 +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+C2+1 1 +C2 +1 +C2 +1 3 53.125x 38.375 1 +C2 +1 +C2 +1 2 14C2+1+C2+1 2 t +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 2 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1© 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 3 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+C24-1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 60,000 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 1 +02 +1 +C2 +1 1 +C3+1 +C3+1 3 60.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +G2 +1 +C2+1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 48.000 1 +C2+1 +C2 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 50.625 1 +C2 +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 +C2 +1 1 +C2 +1 +C2+1 3 A • •••• • •••• • •••••• • • • • • • • • • • • 54.000 1 +C2 +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+C2+1 1 +C2 +1 +C2 +1 3 1+C3 +1 +C3 +1 3}, ANCHOR QUANTITY PER JAMB 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 14-C2 +1 +C2 +1 1+C3 +1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES 63.000 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C3+1 +C3+1 3 66.000x 38.375 1 +C2 +1 +C2 +1 ©1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 Q+ 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1. 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3 "MIN. O.C. ANCHOR SPACING) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 50.625 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000 1+C2+14-C2+1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1+C2+1+C2+1 3 1 +C3+1 +C3 +1 3 74.000x 38.375 48.000 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 ©1 3 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 ©1 +C2 +1 +C2 +1 1 +C2+1 +C2+1 2 3 1 +C2+1+C2 +1 1 +C2 +1 +C2 +1 ©1 3 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 2 25 3/4" MAX. -,--11--.0-3" MIN. 1 +C2 +1 +C2 +1 3 1 Approved us cu b *. Plaids ,,; Z` , ,;. DJ - ,r�. • l a O *- * --"�;- -r-r, :,. . .;>,,� - i '-- ,_ter ^� d f' Robert I Clark, P E PE 1139712 Structural 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 9" REF. X O X 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 3 1+C22+1+C2 +1 3 1 +C3+1 +C3+1 3 .:...,,_ -__._ 63.000 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3+1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 MTG. RAIL, EXAMPLE __---- � 84.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 TYP. .A CLUSTER WI QTY. OF (3) ANCHORS 48.000 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1+G2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 (SHOWN IN TABLE KEY ABOVE) 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 54.000 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3+1 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3+1 3 60.000 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1c 1+C3 +1 +C3+1 3 3 1 +C2+1 +C2 +1�1+C3 1 +C3 +1 +03 +1 3 +1+C3 +1 1 +C4 +1 +C4 +1 3 3 25 3/4" MAX. r 63.000 1 +C3 +1 +C3 +1'3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1+C3 +1 +C3+1 I 1 it2 "TYP. 86.437x 38.375 48.000 1 1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 2 3 1+C2+14-C2+1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2+1 2 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 2 © 3 1-0-3" MIN. a + -- -1 1 1 1 a III 9" REF. 1 X • O X 4. if 50.625 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1C 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1- •- 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 a 1 +C3 +1 +C3 +1 ©1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+11 3 60.000 1+C2 +1 +C2 +1 1 © +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 MTG. RAIL, TYP.� d EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 63.000 14-C34-1+C3+1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1+C3+ +C3+1 3 1+C4 +1 +C4 +1 3 Read By Date: fa, • • }: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 152 NOKOMIS, FL 34274 Desatetrnn- ANCHORAGE SPACING, XOX (1/3- 113 -1/3) Komi By F.K. Date* 10/17/06 Revisions. 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ride' ALUM, HORIZONTAL ROLLER WINDOW, IMPACT -Re„ad : F.K. Date: 5/13/06 Rrrvisbas. A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better �' aed dnr NR710 set° NTS "" 9 or 11 ""�'"" 4127 -10 Re" B rxa F.K. F K. Date 2/28/05 c J.J. : J.J. 3/23/06 D3/ •••- • • •••• • • •••, • • • • • • • • • • •••• • • • •••• •••• • • • •• • • • • • • • •••• •••• • • • •• • • • • • •••• . • • •••• •••• •••••• • ••• • • • • • • •• • • • • • • • • • •••• •" ;•• •••••' •• • 000000 • • • •••• • • •••••• •••• • • • •• - ••••o• s • • • • • •••• (AN CHOR ES,- X12 -OX N-. - DCWS- TABLE 4 -QU -& -? GLASS TYPES JB,G,H C,D,E,F.I,J,K, L . _ e - _TY.P_E�- a CHOR- } 2,3. WOOD 2, CONC 1, CONC ; 2,3, WOOD 2, CONC 1, CONC 1 -114. C0 TAPCON 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) E UBST -RATF} ZONES ZONES ON-E-Sj ZONES ZONES ZONES • `C w = o JAMBS 1 Q D u.l C I ots JAMBS JAMBS I a < - I _ JAMBS (2. GLASS TYPES: .1 raj = a'S JAMBS % QaQ W to : _ ad Q0 W _ 06 JAMBS 15116" LAM_! - (118" A,D90 1/8" A) ;I �� v B. 5/16" LAMI - (118" A,.090, 1/8" HS) C. 5/16" LAM! - (1/8° HS,.090, 1/8" HS) E. 7/16" LAMI - (3116" A,.090, 3/16" H) E. 7116" LAM! - {3t16" A,.090, 3116" HS} F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16' LAMI IG - 1/8" OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAMI -(118° A,.090, 118" A) H. 13/16" LAM! IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1 /8" HS) I. 13116" LAMI IG - 1/8" OR 3/16" A, 5/16° OR 3/8" SPACE, 5116" LAMI - (1/8" HS,.090, 1/8" HS) J. 13!18" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAM! - (3/16" A,.090, 3/16 "A) K. 13/16" LAMI IG -118" OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16" LAM! - (3116" A,.090, 3/16" HS) L. 13/16" LAM! IG -1/8" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16" LAM! - (3/16° HS,.090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. • • •• 18 MAX. FROM CORNERS. • JAMBS: 9° MAX. FROM CORNERS AND 22 1/2° MAX. O.C. '• • TABLE KEY: • © X •.. 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 1 +02 +1 2 1 +C2 +1 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +GZ +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 3 q 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1+C2+1 3 1 +C2 +1 3 1+C3+1 3 1+C2+1 3 1 +02+1 3 cn M U *I 1 +G2 +1 3 1+C2+1 , 3 1 +C3 +1 3 1+02+1 3 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 3 1 +C2 +1 3 ' 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 (53.125 x)38.375 14-C2 +1 1 +C2 +1 2 3 1 +C2 +1 1 +C2 +1 2 3 1 +C2 +1 1 +C3 +1 2 3 1 +02 +1 1 +C2 +1 2 3 1 +C2 +1 1 +C2 +1 2 3 1 +C2 +1 2 1 +C3 +1 3 •••• • • • • • • •• „ •• •• •••••• • • • • • •• • 2 +C3 +2 3 48.000 --*---ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITIES 0.6 2 54.000 60.000 1 +C2 +1 3 1 +C2 +1 3 + + + +1 3 +C2 +1 3 1 +C3 +1 3 3 1 +C3+1 �1 r 1 +C3 +1 , 3 1 +C2 +1 3 1 +G3 +1 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C3 +1 3 1 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 63.000 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C3 +1 3 2 +C2 +2� 2 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +02 +1 3 2 +03 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 - 1 MAX. 1 +C3+1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +03+2 3 +j 1. 183/4" -- •- { -.--3" MIN. p rovaaa *: t }lag with 1 , ' Da* -"i . -1W . �,r -,` Sr 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +04 +2 3 _ 1 I. I iii 9" REF. X j. 1 O 1 +03 +1 3 1 +C3 +1 3 2 +04 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 ` 66.000 x 38.375 50.625 54.000 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +C2 +2 2 1 +C2 +1 2 2+C2+2 2 MTG. RAIL48.000 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2+C2+2 3 1 +C2 +1 3 2 +C3 +2 3 2+C2+2 3 1 +C2+1 3 2+C3+2 3 2 +03+2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3+2 3' 1 +02 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +03 +2 3 1 +C2, -1 3 2 +C3 +2 3 (SHOWN IN TABLE KEY ABOVE) 60.000 2 +C3 +2 3 1 +C3 +1 3 2 +04 +2 3 2 +03 +2 3 1+C3+1 3 2 +04 +2 3 63.000 1 +C3 +1 3 1 +C3 +1 3 2+C4+2 3 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 i r 18 3/4" MAX. 74.000 x 38.375 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 �--1 1/2" TYP. I 1 -+--3" MIN. 48.000 2 +03 +2 3 2 +02 +2 3 2 +C3 +2 3 2 +C3 +2 3 2+C2+2 3 2 +C3 +2 3 �r .er 7 oberl L. Clark, P.E. PE #39712 Structural 9 "REF. -I I -1- X a 50.625 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 - 54.000 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3+2 3 24-C3 +2 3 2 +C3 +2 3 � MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 60.000 2 +C3 +2 3 1 +C3 +1 3 2 +04 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 63.000 [ 2 +C3 +2 3 1 +C3 +1 3 2 +04 +2 3 2 +C4 +2 4 2 +C3+2 3 2 +C4 +2 3 Revsd all' Dale: Revlstai": 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ANCHORAGE SPACING, OX AND XO WINDOWS Raved Sy: FK. Date: ' 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rewsd8y F.K. Date: 5/13/08 Revtalnns: A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Visibly Better "' ' HRTIO G• g NTS $ t 10 "' 11 Drawing 4127 -10 B Drawn sr: F.K. Date: 2/28/06 Cached s• J.J. Data: 3123/06 • • •••• •••• •••••• • ••• • • • • • • •• • • • • • • • • • •••• •" ;•• •••••' •• • 000000 • • • •••• • • •••••• •••• • • • •• - ••••o• s • • • • • •••• 3KSI CONC. 1x WOOD BUCK (SEE NOTE 3) 3KSI CONC. A, CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 2x WOOD BUCK (SEE NOTE 3) L WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) 1/4" MAX. SHIM MIN. ECT "` �� EXTERIOR INTERIOR E> (HEAD & SILL DETAILS) CONCRETE ANCHOR W/#12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" tSHIM MAX • m. • 1 3/8 MIINN.. A 2x WOOD BUCK (SEE NOTE 3) DETAIL B L FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" 5S4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 ". FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx 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. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 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 CON1ACT • WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004,•.' SECTION 2003.8.4 (SUPPLEMENT 2005). •. • • • • • •••••• 1/4" MAX. SHIM--,-{ 1 3/8" MIN. A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM MAX. MIN. TIONS-7 DETAIL D DETAIL E 1/4" MAX. A CONCRETE ANCHOR WI #12 HEAD (SEE. NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 2x WOOD BUCK NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR A 1 1/4" MIN. (1.5KSI CMU) OR 1 3/8" MIN. (3KSI CONCRETE) lx WOOD BUCK (SEE NOTE 3) Roved ar Revisions: Raved By tl,to• F.K. 10/17/06 Roved By Date: F,1C 5113/06 Drawn By Dete: FJ( 2/28/06 Revisions: 8 Revtstans• A ancked By: J.J. REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. Cate: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 Visibly Bitter aneenprien: ANCHORAGE DETAILS Tote: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Seeesedsnar HR710 Seale: :svn Half 11 a 11 4127 -10 B • • •••• •••• •••••• • • •• •• •••••• • • . • • • • • • • •• • Robert L. Clark, P.E. PE 1139712 Structural •••. • • • •••. • ••• • • . •• • • ••••• • •••. • • . •• . • • •••• ' • ••••••. • •• • • • •.•... • • 000000 • • • ••••. • • ••••. •••••• • • ••••.. • • •..••. • • MMAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Industries,-�ne. — 0 Technology Drive okomisik'L 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 inunediately 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: Seri 7i6_Aluminum liorizonlii[RollerWindow LMMII_ APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Mum. Horizontal Roller 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. MISSILE IMPACT RATING :;Large Wsle Impact Resistant 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. Gaseon, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www. buildinaeodeonline.cam • IO W06-0405.06 fir tion_Date December 21, 2411 . pj oval Date_ December 21, 2006, Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. 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 CER 1'11+'1CATIONS 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) 4111M1111. /Chie Jaime D. Gas on, P.E. f, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 GENERAI N OTFS:_IMP CTil_ORIZONTALIROLLER -WIt DL11N a-: G -(SEEDETA1LS- ONSHE-ET-2) — - A.-571-6"-LAMI CONSISTING }F (2)_llTES-OF 1/8 "ANNEALED_ GLASSWITHA.Q90D1JPONTBUTACITE ORSAFLEXJKEEPSAFE- MAXIMUM PVB INTER-LAYER B. 516" LAM! CONSISTING OF (1) LITE 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" LAM! CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. t D x/16" LAMICONS1STING 3F (2)-LITES-0E-3115"-ANNEALED GLASS WITH AN .090 DiJPONT.BUTAGITE OR SAFLEXI KE EPSAFE- IWAXIMUM- PVB1NTERLAYER E. 716" LAN CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAM IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5 /16" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" 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. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI 1G: (1) LITE OF 1 /8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1k AIR SPACE AND 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 'L. 13/16" LAMI IG: (1) LITE OF 1 /8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1,4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A\ 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 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASAtT. 7, REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 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 VELOCITY HURRICANE ZONE (HVHZ). Raved 9y:: Revsd rty. F.K. Raved By: F.K. Date: Revisions' Date: 10/17/06 Dann 5/13/06 Rcv&ane. B Reviak"nc A CHANGE TO ASTM E 1300 -02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE TA NOTE 8. Drawn Ay: F.K. Date. 2/28/06 Cjhecked9y J.J. nAny 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOV.1MIS, FL 34274 P' -or Visibly Better GENERAL NOTES r ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SwrosJMads• S ate II/"win Nn Rov. HR710 NTS ! Stmt. 1 at 11 4127 -1n NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES3 ELEVATIONS 4 VERT. SECTIONS .5 . HORIZ. SECTIONS •5. • PARTS LIST EXTRUSIONS CORNER DETAIL ANCHORAGE .6•••• • 3• .5• •••.•• • • •. S. •..... • • • • • • •• • : fillnitektit, Id* the Cade NOM ? Cs..]G ri : > o r Robert L. Clark. P.E. PE #39712 •••. •••• • ••• • • • • • • • •••• • • •••• ••■, • • • •• • • •••• • • •••• • •• • • •••• • 000000 •� .• S.• • • •dodo• • • ••••• • • •S". •....• • • • •.dodo ••S..• • 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE J L 60,61,62 j 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • .090 SOLUTIA OR DUPONT PVB INTERLAYER ----- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • 5/16" NOM. 5116" LAMINATED- --GLASS -, LLI i!T , 1/2" NOM. ' GLASS BITE 66,67,6$,69,70,71 63,64,65 <] EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7 /1-6' LAMINATED GLASS 1/2" NOM. GLASS BITE .- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13116" LAMI IG GLASS W/ 5/16" LAMI 72,73,74,75,76,7 � +- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER �-- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS -- --�--- 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS ►�--- 13/16" NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI Revad By: Data: Reviews: Bawd By: F.K. IRends), F.K. Data: 1 10/17/06 RovIsketx ' NO CHANGE THIS SHEET Dale: 5/13/06 Revtsibas: A Dram By F.K. Cat,,: 2/28/06 Checked By: J.J. ADD AiR SPACE DIM. TO LAMI IG DETAILS Dare: 3/23106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GT Visibly Barer GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SeriesiRQadcr HR710 Shoat 2 a 11 D.Ata 4127 -10 R • • • • S. 5.55.• • •••.•5 ••55 • • •55. •5••.• • • •• •• •.5.•• • • • • • • • • • • •• • Approved: •s Bom$lyiIII with tM IMAM !',,,�.'.r Robert L. Clark, P.E. PE #39712 Stan ,..0 Irnt •••• • • •••• • ••• • • • •• • • •••• • • ••••• •••• • • • •• ' • • •••. • • ••.• • 5• • . • •• •••••. • • 55.55• . • • •55••. • • 00000 • . 5.555 •••..• • to • •••••5 • • •••••. • • (XOX 1/3,1 /3,1/3) DESIGN OX114, /2,114) DESIGISEPR S URE6 - TABLE 1. [wI NDCW"�} JDTI .I GLASS- ;TYPE rWINDDW fIEIGI 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" 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 -60.0 +60.0 -60.0 +60.0 -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 -60.0 +59.1 -59.1 +56.0 -56.0 106 3/8" 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 -60.0 +55.5 -55.5 +52.1 -52.1 108" 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 -60.0 +55.0 -55.0 +51.7 -51.7 111" A, F.3, G, H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C, I +60.0 -60.0 JPTOIT 7,rbjE,F,J,K,L _' 75.6_ 27570 (XOX 1/3,1 /3,1/3) DESIGN PRESSURES TABLE 2. WINDOW WIDTH GLASS TYPE GHT WINDOW H= 26" I 36" r 38 3/8" I 48" I 60 5/8" I 54" 60" 63" TO 86 7/16" A, B, C, G, H, I +60.0 -60.0 TO 86 7/16" D,E,F,J,K,L +75.0 -75.0 • • • •• •••• • Sea • OX AND XO DESIGN PRESSURES TABLE 3. rWINDOW WIDTH GLASS TYKE wthiDOW HEIGHT 26" 36" 38 3/8" 48" r -550 5/8" �AB,G,H +75.0 -75.00 +75.0 -75.00 +75.0 - 75.00 +75.0 - 75.00r-+75.T -75-.-00-/ /54Ii +75.0 -75.00 66" C, I A,B,G,H 72" 74" C, I A,B,G,H C, I A,B,G,H +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 +75.0 -75.00 +75.0 +75.0 +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 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 60,E +75.0 -75.00 63" +75.0 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +74.7 +75.0 +70.1 +75.0 -75.00 -74.70 -75.00 -70.10 -75.00 +75.0 +70.0 +75.0 +65.0 +72.1 -75.00 -70.00 -75.00 -65.00 -72.10 +75.0 +75.0 -75.00 -75.00 +68.6 -68.60 +63.5 -63.50 +74.7 UP TO 74" D,E,F,J,K, L -74.70 +70.8 +75.0 - 75.001 -70.80 ptAS_S 1 ES: SST REPORT FTL- 4858 - (XO4 - FTL- 48S91OX XQ A.-5/16" LAM; _ (118" A, .090,1/8" A) - B. 5/16" LAM! - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) 7115".LAMl - (3 /-16" _A;- :0190,- 3 /16 " -A E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F, 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAM! IG -1/8" OR 3116 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1(8 "HS) I. 13/16" LAM! IG -118" OR 3/16 "A, 5/16" OR 318" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8 "HS) J. 13/16" LAMI I0-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "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, 3/16 "HS) Remaly: oars: Revisiarp: Reasd Ay.• F.1( Raa l $y: FK. Date: 10/17/06 Revisrons: 8 REVISE DP TABLES TO ASTM E 1300 -02 Date: 5/13/06 Nevuirnts: A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Orswrt &Y Data: F.K. 2/28/06 Checked By. J.J. Da e: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, Fl 34275 P.O. BOX 1523 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES ire: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SedesMode fiR710 Sclia NTS 3 or 11 4127-10 Raw. B •••4 • •••• • • • • • • •• • ••� 00000 • • • • . •• • Qdr Robert I . Clark, P E. PE #39712 Structural • • •••• •••• • ••• • • • •••• • • •••• •••• • .. •• • • • • •••• • •. • .• 000000 •• ••••.• • • •••••. • • • -• 00000 • ••••.. • • • • 25 118" MAX. DLO VENT 49 314" MAX. DLO FIXED Revsd By: DaM. Revsd By. Ole. F.K. 10/17/06 Mevsd By: Date' F.K 5/13/06 Damn By: Darn. F.K. 2/28/06 111" MAX. WIDTH 25 1/8" MAX. DLO VENT 251 /8" MAX. DLO —0-1 FIXED COI 86 7116" MAX. WIDTH DETAILS = XOX (11441/2 -1/4 DETAIL C - XOX (1/3-1/3-113) 33 9116" MAX. DLO FIXED 33 9116" MAX. DLO VENT 57 3/8" MAX. DLO ALL. FIXED LITES Revisions: 56" MAX. 63" DLO ALL MA . VENTS HEIGHT ALL CONFIG. 74" MAX. WIDTI I DETAIL A = OX OR XOT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS Rev12i 8 NO CHANGE THIS SHEET FravlsSons: A NO CHANGE THIS SHEET chackedsr Dais J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EtT Visibly Better lJeeuvipG'w. ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SakstMovice HR710 sue. NTS snaat 4 or 11 4127 -10 B • • • • •• ••S ••••• ••5, • 000000 • • •• •• 000000 • • • • • •••• ••••• 000000 ••• • • , • • ••.•i• • ••.. 555,5• • •••• • • •5555 5555 • • • 5.5 ••555 •• • ••••.. • • • ••.. • • • • • •55••. • • • •••• • • • 55 • • • • • . ••• •• • Robert L. Clark, P E. PE #397x2 Structural 000000 INTERIOR ' MAX VENT DLO I-+— MAX. FIXED DLO MAX. WIDTH MAX. VENT DLO EXTERIOR SECTION B -B (HORIZONTAL SECTION - XOX) MAX. HEIGHT MAX. VENT DLO MAX. FIXED DLO 39 OPTIONAL INTERIOR ko— MAX. FIXED DLO —�--I MAX. VENT DLO MAX. WIDTH EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX) EXTERIOR INTERIOR SEALANT OR GASKET tly AT HEAD AND SILL SECTION C -C (VERTICAL SECTION) VIEW D -D (FRAME CORNER CONSTRUCTION) Revsd 8T F.K Revsd by F.K. Drawn 8y F.K. Date: Rini ion 10/17/06 B NO CHANGE THIS SHEET Data 5/13/06 2/28/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Checked By J.J. NO CHANGE THIS SHEET Date: 3/23/06 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Berter ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sedmimeoec HR710 &swi p No. Rev: 4127 -10 B • • •••• • ••• • .• • • •• • •••• •••• • • • ••••• • • •• • • • • ••• •••••• • • ••••o. • • •••••• • • 00000 • • ••••• •••••• • • • •••••• • • •••••• • • ITEM DWG# REV DESCRIPTION 1 4102 A I FLANGE FRAME HEA D 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) MAT'L 6063 -T6 AL 6063 -T5 AL 3 #8X3 /4 PH. PAN HEAD PGT# 612237 612244 7834AA 4 4053 SASH STOP COVER (SASH STOP) 4136 FLANGE; FRA ME.SILL 4137 SILL ADAPTOR 8 4131 ROLLER TRACK I0 71298 WEEP HOLE COVER 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL • POLYPROP. 12 1626 ADHESIVE OPEN CELL FOAM PAD 13 4002 A I FLANGE FRAME JAMB 6063 -T6 AL 14 4134 GASKET FOR MAIN FRAME SILL JOINT 15 1155 #8 X 1.000 QUAD PN. SMS 16 4110 G I SCREEN ADAPTOR 17 4054 B IFIXED MEE1INGRAIL 6063 -T5 AL 6063RD -T6 AL 19 4066 21 4105 W STP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL 6063 -T5 AL 22 1683 WSTP.,.250 X 270 BACK, FIN SEAL 3 225 -! ROLLER HOUSING& CIJIDE 24 226 BRASS ROLLER WHEELS 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE 32 4006 D I SA SH MEETING RAIL BRASS POLYPROP. 6063HS -T6 AL 33 1235 W STP.,.170 X .270 BACK, FIN SEAL 35 1096 36 1016 SWEEP LATCH #8 X .625 PH. FL. SMS DIE - CAST 37 4126 SASH SIDE RAIL 6063 -T5 AL 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 39 7070 BULB WEATHERSTRIP .187 X .275 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781 PQA 641100 64054A 640660 612240 61683G 42112HD 7BRWHL2 44128N 64006 67S16G 71096 7858 64126 61683G 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 52 1225 VINYL GI AZINGBEAD BULB (THIN) 53 4039 B IGLAZING BEAD ,5 /16" 54 4044 B {GLAZING BEAD -5/16" W /GRILL KIT 55 4222 A GLAZING BEAD - 7/16" 56 59 60 61 985 4067 CLASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LA MI (3/16" A, .090 PVB, 3/16" A 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) C GLAZING BEAD - 7/16" W /GRILL KIT 11 62 63 64 11 GLAZINGBEAD- 13/16" 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 Al.. 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 65 " 7/16" LAM! (3/16" HS, .090 PVB, 3/16" HS) 66 67 tl 13/16" LAMI IG- 1/8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "A) " Revsd 8y 13/16" LAMI IG.1 /8 "A, 3/8" AIRSPACE, 5/16" LAM1 (1/8"A, .090PVB, I /8 "HS) rum DWG# REVI DESCRIPTION I MAT'L _ PGT# 68 CLASS,13 /16" IAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PV13,1 /8 "HS) 69 13/16" LAM! IG-3116 "A, 5/16" AIR SPACE, 5/16" IAMI (1 /8 "A, .090 PVB, 118 "A) 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (I /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8"11S, .090 PVB, 1 /8 "HS) 72 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 13/16" LAMI 1G-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16"HS) 75 " 13/16" IA M! IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAM1 (3/16"A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16" HS) 77 " 13/16" LAMI 1G-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "IIS, .090 PVB, 3/16 "HS) 90 1014 SCR.F.E.N FRAME (HOR & VE.R.) 3105 -H 14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS 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 SCREEN CLOTH • • 5• Date: Revisions: Revsd Sr F.K. Derv: 10/17/06 Revisions: B NO CHANGE THIS SHEET Revscr By: F.K. 'Dare: 5/13/06 Revisions: A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Drain 8y F.K. Datc: 2/28/06 Cneck•i 8y J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 D'sa�twn: EIGTI PARTS LIST na: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vi:siiily Ijetter senesmaedar HR710 Scale. NTS 6 or 11 nr aw, 4127 -10 Rev. B 000000 • ••••.. • 4000 • ••55•• • •• .• • •••••• • • • • • • • - •• • Robert L. Clark, P.E. PE #39712 Structural •5.55 •••• • It • • • • • • •• • • •••• • •••• •••• • ... •• . • •••5•: •s•.4 • ...: • • •••o.. •5555• • • •5•••. • • 000000 • • 5.5.. • •••.. •••... • • • •••55• • • .••••- �k 2.710 - --- -1 FLANGE FRAME HEAD #4102A, 6063-T6 1 — ;-II-• —.062 .490 J Ft 1 -+1.451 —►� SASH STOP #4025, 6063 -T5 .062 1.349 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 1.183 .050 1.096 I- -T GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .678 .437 .461 HORIZ. ROLLER TRACK #4131, 6063 -T6 2.710 FLANGE FRAME SILL #4136, 6063 -T6 .061 —*-{ 1.081 [— SASH MTG. RAIL #40060, 6063HS-T6 1.187 1.096 [.050 1 .678 1 1"- GLAZING BEAD 7/16" #4222A, 6063-T5 FRAME SILL ADAPTER #4137, 6063 -T6 f +1.403 FIXED MEETING RAIL #4054B, 60631-ID -T6 1.291-! SASH SIDE RAIL #4126, 6063 -T5 I 050 .678 1.115 GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED WI GRILL KIT) 1-0--1.513—•1 I .040 .738 SASH STOP COVER #4053, 6063-T5 1.363 I 2.784 FLANGE FRAME JAMB #4002A, 6063-T6 050 .678 1.096 GLAZING BEAD, 5/16" #4039B, 6063 -T5 I .683 050 f GLAZING BEAD, 13/16" #4067, 6063 -T5 Revsd By Date: Raved By bate. F.K. 10/17/06 Rand tir Gate: F.K 5113/06 0.10.1 By Data: F.K. 2/28/06 Rev Revivals. B NO CHANGE THIS SHEET Revistow: A NO CHANGE THIS SHEET Checked By Date: J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSIONS Nk.• ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 Scale Half ihns� 7 ce 11 4127 -10 Rev. B • • • • • •• • • •••• • • •• • • • • •• •• • • • • • • • • • • S. • •••• • • •••• • ••• • • • •. • •••• • • •••• • • • • •••• • ,• • •••• • • •••• •••• • •••• • • •••• •••• • • • •• • • •••• • • •••• • •• • • • •••• • •••• • • •••• • Robert L. Clark, P.E. PE #39712 Structural • • • •••• • • •••• • • •.• • • • • • •• • • • • •..• • • • •. •••• •••• • • •• • • •••• • • •••• • • •' • • • • •• • • • • •.• ANCHOR QUAftflTlES XOX1114= /2414) WIINDOWS_ - TABLE 4 SCOTES' i: A7CHOR- TYPES 7, Al -1 =114" ELCO TAPCONS 22 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) , -D ,F,J,K,L _- - _= ANCJIQR • YP_E BSTRATE A,B,C,G,H,I .' 23. WOOD 2, CONC 1, CONG 2,3, WOOD 2, CONG fl 1, f C F ZONES ZONES ZONES ZONES ZONES ("ZONES, ( 11`1_F50W SIZE V ,HEAD & SILL 2 g ¢ -' HEAD & SILL 2 2 ¢ ' HEAD & SILL 0) m -, t» HEAD & SILL g Q -, HEAD & SILL co g ¢ HEAD ,& SILL; - - ' G LASS S r?PLS: i A. 5116" LAMI -11/8:: A,.090,1I8' A) B. 5/16" LAMI - 1/8" A,.090,1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8' HS) c13:-7 1-11- 6 "-- LAM- (31Tri 094, 3715" -7 E•-7116" LAMI (3/16 "A, 090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16' A, 5116' OR 3/8" SPACE, 5116" LAMI - (118"A,.090, 118" A) H. 13/16" LAMI 1G - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116° LAMI- (1/8" A,.090. 1/8" HS) I. 13/16" LAMI IG - 1 /8" OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 118" HS) J. 13/16' LAM( IG -118" OR 3116" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13116" LAMI IG - 1/8" OR 3/16" A, 3116" OR 114" SPACE, 7/16' LAMI - (3/16" A,.090, 3/16" HS) L. 13116" LAMI 10 - 1/8' OR 3116' A, 3116" OR 114" SPACE, 7116" LAMI - (3116" HS,.090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT' LARGER WINDOW IN TikBLE, • • • •• • HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. • JAMBS: 9" MAX. FROM CORNERS AND 221 /2" MAX. O.C. TABLE KEY: • •"" • X O X ••• 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 ®1+.C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 c:2_1 1 +C2 +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 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +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 +C2 +1 3 1 +C2+1 +C2 +1 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 3 1+C2 +1 +C2 +1© 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +G2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +G2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +q +1 +C2+1 1 +C2 +2 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1 +G2 +1 +C2 +1 1 +C2+2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +q +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +q +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 74.000 x 38.375 48.000 50.625 54.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 L\ 1 +C3 +4 +C3 +1(3 +- ANCHOR QUANTITY PER JAMB •••••• • •• • • ' ' • • • •• • 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 fl 1 +C2 +2 +C2 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1 } ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. .(3" MIN: O.C. ANCHOR SPACING) 60.000 63.000 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2 +2 +C2 +1 3 3 1 +C3+2 +q +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2+q +1 3 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 �•• 3/4" max. �'-1 I- "-•-3" MIN. iOvett its cougt#yut8 "Mb "II Florida `' " "' s • l 00r.• ! , 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +q +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3+1 3 I 11 9" REF. 1----- -. --1 -- i X i i -i i i iii O i t X_ `�. -,..• 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C3+2 +C3 +1 3 1 +C3 +2 +q +1 3 1 +C2 +2 +C2 +1 3 1 +CS +2 +C3+1 3 1-06.375238.375 48.000 50.625 54.000 (60: 4,? 63.000 1 +C2 +2+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2+1 2 1 +C2 +3 +C2 +1 2 1 +G2 +3 +C2 +1 2 1 +C2 +3+C2 +1 2 --____Jril - 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL, TYP.- Q 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C3 +3 +C3 +1 3 1 +G3 +3+C3+1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C3 +3 +C3 +1 3 1 +C2 +2+C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2+3 +C2 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +C3 +3 +C3 +1 1 +C2 +2 +C2 +1 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 ,1 +CV +4 +C4 +1 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 `- 25 3/4' MAX. 111.000 x 38.375 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 i +C2 +3 +C2 +1 2 1 +C2 +4+C2 +1 2 { -" III -+- ""'-1 112" TYP. 1-°- -3 MIN. 48.000 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3+3+C3 +1 3 1 +C2 +3 +C2 +1 3 1 +q +4 +C3 +1 3 1- 1 1 1 1 1 1 es- 'C („r obeli L. Clark, P.E. PE #39712 Structural 9" REF. X if 1 I O fx 50.625 1 +C2 +3 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +q +3 +q +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 54.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 - -_` 60.000 1 +C3 +3 +C3 +1 3 .1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +G2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP.- A EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 63.000 1 +C3 +3+q +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1+C3 +3 +C3+1 3 1 +C5 +4 +C5 +1E 3 Revd BY: ffc• Revision": TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 pasdy ,,; ANCHORAGE SPACING, XOX (114- 112 -I/4) RersdBy. FK. Date 10/1 TM Revafare: B 1070 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS rde. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsdtty F.K. Dare: 5/13/06 Mev7stans: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly /letter se swa1°rter HR71Q �""' NTS sh""" 8 " 11 �` RO' 4127-10 Rev B . Drawn BY: F.K. K sate cheerJ.J. 2128106 .J. Hie. 3/23/06 •••• • • •••• • • •.• • • • • • •• • • • • •..• • • • •. •••• •••• • • •• • • •••• • • •••• • • •' • • • • •• • • • • •.• ANCHOR QUANTITIES, XOX (1/3-1/3-1/3) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: A 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) Z. GLASS TYPES: A. 5116" LAMI - (1/8" A,.090. 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5116" LAM! - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16"A,.090, 3/16" A) E. 7116" LAMI - (3116" A,.090, 3/16" HS) F. 7116" LAM! - (3/16" HS,.090, 3116" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" A,.090, 1 /8" A) H. 13!16" LAM/ IG 118" OR 3116" A, 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAM/ IG - 1/8" OR 3116" A, 5/16" OR 3/8" SPACE, 5116" LAM/ - (1 /8" HS,.090, 1/8" HS) J. 13/16" LAM IG -1/8" OR 3/16" A, 3/16" OR 1/4 " SPACE, 7116" LAM! - (3!16" A,.090, 3/16" A) K. 13/16" LAMI IG -118" OR 3116" A, 3/16" OR 114" SPACE, 7116° LAM/ - (3/16" A,.090, 3116" 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, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES 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 25 3/4" MAX. FROM CORNERS • • • • JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX. O.C. .••••• TABLE KEY: • • • • • X O X GLASS TYPE A,B,G,H J C,D,E,F,1,J,K, L ANCHOR TYPES 2,3, WOOD 2, CONC 1, CONC 2.3. WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL co -, HEAD & SILL co g HEAD & SILL 0 -, HEAD & SILL w - HEAD & SILL 1 a HEAD & SILL m 48.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 48.000 1 +C2 +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 +C2 +1 1 +C2 +1 +C2+1 3 50.625 1 +C2 +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 +C2 +1 T,,1 1 +C2 +1 +C2+1 3 54.000 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+ I +C2+1 1 +C2 +1 +C2 +1 3 60.000 1 +C2 +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 +C2+1 1+C2 +1 +C2 +1 3 83.000 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 ±C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 3 53.125x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 48.000 t C2 +1 +C2 +11 3 1 +C2 +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 +C2+1 3 50.625 1 +C2 +1 +C2 +1 3 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+C2 +1 3 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 60.000 1 +C2 +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 +C2 +1 3 1 +C3 +1+C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 1+C2+1 3 1 +C3+1 +C3+1 3 60.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 50.625 1 +C2 +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 +C2 +1 3 1+C2 +1 +C2 +1 3 °� A •,•••• • • • • • • ••• .• • 54.000 1 +C2 +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 +C2+1 3 1 +C2 +1 +C2 +1 3 J 1 +C3 +1 +C3 +1. 3 QUANTITY PER JAMB f ANCHOR 60.000 1 +C2 +1 +C2 +1 3 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 +C3+1 +03 +1 3 } l HEAD AND SILL ANCHOR QUANTITIES 63.000 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 2 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C3+1 +C3+1 3 1 +C2 +1+C2 +1, 2 OF (3) ANCHORS CENTERED EACH MEETING RAIL PLUS (1) AT EACH OPERABLE VENT (1) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL. MIN. O.C. ANCHOR SPACING) MAX. MIN, 66.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 j i A CLUSTER ON ANCHOR PLUS (9) (3" 25 48.000 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 50.625 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 54.000 1 +C2 +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 +C2 +1 3 1 +C3 +1+C3+1 3 60.000 1+C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 63.000 1 +02 +1 +02 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3 +1 31 +C3 +1 +C3+1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3 +1 3 74.000x 38.375 48.000 1 +C2 +1 +C2 +1 1+C2+1+C2+1 2 3 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +02+1 +02 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 3 1+C2+14-C2+1 2 1 +C2+1 +C2 +1 3 F•- I 3/4° -►.�F•1-3" Approved " Florida ` ' ` •; - LI NOM *- r•T„ �'„ ,. :41 -' or 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1r3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 9" REF. I X C? X 54.000 1 +02 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3+1 3 1+C2 +1+C2 +1 3 1 +C3 +1 +C3+1 3 .- 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1+C3+14-C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 MTG. RAIL, EXAMPLE .. A 84.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2.1 +C2 +1+C2 +1 2 1 +C2 +1+C2 +1 2 TYP. CLUSTER WI QTY. OF (3) ANCHORS 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +G2 +1 +G2 +1 3 1 +C2 +1+C2 +1 3 1 +C3+1 +C3+1 3 (SHOWN IN TABLE KEY ABOVE) 50.625 1 +C2 +1 +C2 +1 3 3 1 +C2 +1+C2+1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 1 +C3 +1+C3+1 3 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1+0241+C2+1 3 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 54.000 1 +C2 +1 +C2 +1 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2+1 +C2 +1 3 1+C3 +1 +C3 +1 3 L 9" REF. 25 314" MAX. 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 3 -- •`--.-- I 11 /2 "TYP. 1-0-3" 86.437x 36.375 48.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 1 +C2 +1 +C2+1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2+1 2 1 +C3 +1 +C3+1 3 -`- MIN. ---- 6 Robert i Clark, P E PE /139712 Structural X • 0 X • t 50.625 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1! 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 7� -.;..- - - i MTG. RAIL,TYP. A EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03 +1 3 1 +C3 +1 +C3 +1 3 1 +C241 +C2 +1 3 1 +C3+1 +C3 +1, 3 60.000 1+C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 63.000 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3+1 3 1 +C4 +1 +C4 +1j 3 Revsd By Dnte: Rev vi"inns: 07 1i} TECHNOLOGY DRIVE NOKUMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 pe ply,: ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) RevsRevisions: F.K. Date 10/17/06 Revs B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsd Sy: F.K. Data- 5/13/06 Rev;sSC"es; A ADD SPACE DIMENSIONS GLASS TYPES G THRU 1.. Visibly y tietrer r HR710 8 NTS 9 ar 11 """`""Na. 4127 -10 3 Drawn F K. uaw. 2/28/06 Checked J.J. Data* 3/ 3/23/06 •••• • • •••• • ••• • • •. .• • • • • • •••• • • •..• •••• . • • •• • • ••... • • •••• • •• • • • ••• • • • • • •. • • •••••• • • • • •• •• • • S.. • • o • • •• • • 1141•• • • •••• O• •• • S • •• • • • • • • • •• • •• • • • ••• • • • ••• • • • • • •• • • • • • •• •• ANCHOR QUANTMES;XO A-0X-W1ND OM TABLE 4 irNOTES: - : ---- , If._ ANCHOR TYPES:.; Z\ 'T-----1-121-ELCO-TAPCONS7 2 - 1/4" ELCO SS4 CRETE FLEX 3 - #12 STEEL SCREWS (G5) . GLASS-TrES3 ptASS TYPt› *NCHOR TYPE, _j&-__SUBSTRATE Lks,G,H C,D,E,F.I,J,K, L 2,3, WOOD 2, CONC [PI;CONC- . 2,3, WOOD 2, CONC 1, CONC ZONES ZONES 1ZONE_S: ZONES ZONES ZONES TNDOW -S1ZE7, (NTT' v 1147' a DI "ifj Fj5 = *11 JAMBS CI ali < - LIS CO x oes JAMBS 1 ti- ±1 11 (7) = °6 JAMB a ri, , LC 6 = ad JAMBS] a 72, LLI Ch I oo JAMBS o :721 6 M 00 JAMBS, ___ L A . 5/16" LAW- (1/8" A.090, 1/8 A) B. 5/16" LAMI - (1/Ir A,.090, 1/8" HS) C. 5/16" LAMI -(118' HS,.090, 10 HS) D. A,.090, E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3116" HS) G. 13/16" LAMI IG - 1/8" OR 3/16* A, 5/16" OR 3/8" SPACE, 5/16" LAMI -(1/8" A,.090, 1/8" A) H. 13/16" LAMI 1G - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" A,.090,1/8" HS) I. 13116" LAMI IG - 1/8" OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J.13/16" LAIv11 IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16* LAM --;(3/16" A,.090, 3/16" A) K. 13/16" LAMI IG • 1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7116' LAMI -(3(16 A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3116" A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLg. . • • • HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. • JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX. O.C. es•• TABLE KEY: • • •••• 0 X 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 C2+1 2 1+C2+1 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1 +C2+1 3 1+C2+1 1+C2+1 • 3 1+C2+1 •3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+ C2+1 1+C3+1 3 1+02+1 3 1+C2+1 3 1+C3+1 1+C2+1 3 1+C2+1 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2 1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+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 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2 +t 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2 1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+03+1 3 (83.125-X 38.375 48.000 1_50.625! 54.000 60.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 • • • • • • • • • • • • • • • • • • A 2+C3+2 i 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 ---;02+- 1 3 + _ _ ___ --- ____ --.--ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITIES 1+02+1 3 1+C2+1 3 ;1+08+1 3 - 1+C2+1 3 1+C3+13 A CLUSTER OF (3) ANCHORS . CENTERED ON THE VEETING RAIL PLUS (2)ANCHORS AT OPERABLE / VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 1+C3+1 3 1+C2+1 3 14-C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 63.000 1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C3+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 2+C2+2 2 1+C2+1 2 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+02+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+03+2 3 1.1 18 314"1VIAX. -NH F.-3" IVIIN. i Approvers $ mat Vag With *Ili 1+C3+1 3 1+C3+1 3 2+C4+2 3 1+03+1 3 1+C3+1 3 2+04+2 3 .L. .. 1 *1 9" REF. j. I X . 0 .. 1+C3+1 3 2 1+C3+1 1+02+1 3 2 2+04+2 2+C2+2 3 2 1+C3+1 2+C2+2 3 2 1+C3+1 +C2+-Tn 3 2+04+2 2+C2+2 3 2 85. ow x 38.375 48.000 50.625 54.000 2+C2+2 2+C2+2 3 1+02+1 3 2+C3+2 3 2+02+2 3 1+C2+ 1 3 2+C3+2 3 MTG. RAIL- / EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS -- 2+03+2 3 1+C2+1 3 2+C3+2 3 2+C3+2 3 1+02+1 3 2+03+2 3 9prtrivrik",fra., . . , Alit 2+C3+2 3 1+C2+1 3 2+C3+2 3 2+C3+2 3 1+C2+1 3 2+C3+2 3 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 3 1+C3+1 3 2+04+2 3 2+C3+2 3 1+C3+1 3 2+04+2 3 63.000 1+C3+1 3 1+C3+1 3 2+C4+2 3 2+C3+2 3 1+C3+1 3 2+C4+2 3 i 1 I- 183/4" MAX. -.117:1131"/2M"IN. P. 74.000 x 38.375 2+C2+2 2 2+C2+2 2 2+02+2 2 2+C2+2 2 2+C2+2 2 2+02+2 2 48.000 2+C3+2 3 2+02+2 3 2+C3+2 3 2+03+2 3 2+C2+2 3 2+C3+2 3 obert L. Clark, P.E. PE #39712 Structural li I 9" REF. a . 50.625 2+C3+2 3 2+C2+2 3 2+C3+2 2+C3+2 3 3 2+C,3+2 2+03+2 3 3 2+C2+2 2+C3+2 3 3 2+C3+2 2+C3+2 3 3 x C FMTG. -- 54.000 2+C3+2 3 2+C3+2 7-3--- - -- -. 60.000 2+C3+2 3 1+C3+1 3 2+C4+2 3 2+C3+2 3 2+C3+2 3 2+04+2 3 RAIL A, EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 63.000 2+C3+2 3 1+C3+1 3 2+04+2 3 2+C4+2 4 2+03+2 3 2+C4+2 3 Raved Or Del,,: Re v 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMI9, FL 34274 Roan • ANCHORAGE SPACING, OX AND X0 WINDOWS Rend 9). F.K. Dale: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEADS SILL CLUSTERS 17 • ALUM. IMPACT HORIZONTAL ROLLER WINDOW, Resod fly: F.K. Dream sr F.K. Date: 5/13/06 Date: 2/28/06 Revfskaa: A Check& er J.J. ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Date: 3/23/06 Visibly Better oxio: HR710 NTS 10 ot 11 4127-10 B • • •• •• • • S.. • • o • • •• • • 1141•• • • •••• O• •• • S • •• • • • • • • • •• • •• • • • ••• • • • ••• • • • • • •• • • • • • •• •• A 3KSI CONC. lx WOOD BUCK (SEE NOTE 3) 3KSI CONC. CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) • 1 318 MIN. • [DETAIL A DETAIL C 1/4" t MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) IN(T FS: a , WOOD ANCHOR • W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) 1 3/8'. MIN. TYPICAL- HEAD SECTIONS T <71 EXTERIOR INTERIOR `-V (HEAD & SILL DETAILS) CONCRETE ANCHOR W/#12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM tMAX. • 1 3/8 MIN. 2x WOOD BUCK (SEE NOTE 3) DETAIL B 1/4" I MAX. SHIM FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR A 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx 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. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 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 CCIICT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 21!0'4,••• SECTION 2003.8.4 (SUPPLEMENT 2005). •••• • • •••• 1/4" MAX. SHIM --" - 1 318" MIN. A, WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 114" SHIM tMAX. 1 3/8' MIN. 4 . a 'Q • 4 • e TYPtCAL SILL SECTIONS -° DETAIL D DETAIL E 1/4" MAX. SHIM —a-I I-"- -• F- CONCRETE ANCHOR WI #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) �J 2x WOOD BUCK {SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR 1 1/4" MIN. 4 .. . (1.5KSI CMU) OR 1 3/8" MIN. • ' • (3KSI CONCRETE) lx WOOD BUCK (SEE NOTE 3) (DETAIL E TYPICAL JAMB SECTIONS Revatl ay Date: Revisions: Revad Ry F.K. 10/17/06 Revistona: 8 Raved By F.K. Date: 5!13/06 Revtstona: A REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. Dream By F.K. Date: 2/28/06 ancked 8y: J.J. Date: 3123/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C.) BOX 1529 NOKOMIS, FL :14274 Visibly Better DosolPtloe: ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Settesnd"rwr HR710 Seale: Half Shoat 11 11 A&aWna Mo. 4127 -10 Rev. ,B • • •• •• • • • • • • • • • • •• • Robert L. Clark, P.E. PE #39712 Structural •••• • • • •••• . • ••• • • • •• • • • •••• • • •••• ••.• • • • •• • • • •••• • •••• • •• • • •• ••••