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WS-09-467Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 09, 2009 Inspector: Bruhn, Norman Owner: TRIPODO, ANTHONY & MARY Job Address: 1225 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SOUTHERN WINDOW TECHNOLOGY INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)756 -6529 Parcel Number 1132060143990 Phone: 305 - 253 -2560 Building Department Comments Inspector Comments Passed .9. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 08, 2009 Page 13 of 42 13\ft BUILDING PERMIT APPLICATIO FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Roofing Permit No. �!l v v 9 - 1 Master Permit No. Owner's Name (Fee Simple Titleholder)Pct *Dnej 1lf1 pulp I YV M001A Phone # Owner's Address `° .S NE: Skr� City V-(k (k(Y + ch Ott S State F-L, Tenant/Lessee Name NW) Zip a313$ Phone # Job Address (where the work is being done) 124.5 NEs t5 sA(et.4° City Miami Shores Village County Miami -Dade Zip 33%667 FOLIO / PARCEL # 32Oioa i430t©I 0 Is Building Historically Designated YES NO �✓ Contractor's Company NameSOW 0►l %1' IN) Tetnti3y Vie Phone # Contractor's Address I °I3 614 SW 1 ND AVE (3) 7.G6 - 25500 City t-'c∎Arrnt State fE. Zip 33151 Qualifier Name ACYrr(')aK'}Ita, Vy rnpSOn Phone # State Certificate or Registration No. Certificate of Competency No. Sc5 tlS co ('1S Architect/Engineer's Name (if applicable) Phone # DO Value of Work For this Permit $ 4p� ta Square / Linear Footage Of Work: VA 96 Type of Work: ['Addition ['Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: ‘fsta `t p (AN) \ rte+ WI not 0LA3 ******** ** ** ** **, * * *a* ** * * * * * * * * ** *a* ** Fees************* **** **** * ** ** * * * *** *** * * * * * **** Permit Fee $ //Q Training/Education Fee $ 0 • ;Scanning $ CI, O1 Radon $ DPBR $ ,Bond $ Code Enforcement $ Double Fee $ 1 Iee $ rotary $ CCF $ 0° _: Technology Fee $ • Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side —+ Bonding Company's Name (if applicable) Bonding Company's Address City State ECE VED vUSok °fa IQ A' MA 2 4 2009 OW Mortgage Lender's Name (if applicable) N \( 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 brochure will be del' ' red; o the person mmencement must be : isty' at the job site In the absence of su, ''sted notice, the promise in good faith that a copy of the notice of commencement and constructio whose property is subject to attachment. Also, a certified copy of the recorded for the first inspection which occurs seven (7) days afier the building per inspection will : a approved and a reinspection fee will be charged Signatur er or Agent The foregoing instrument was acknowledged before me this 13" bb day of Mareln ,20 09,by Pwifiheny Trig ode who is personally known to me or who has produced /■1 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Contractor The foregoing instrument was acknowledged before me this day of 1At�,ir Y\ , 20 O°t , by A(mO%fl ltt . Thorn pstA who is personally known to me or who has produced N MARY GRANT ' 00,111;1414„ ' Pub - Biat° of Florid, . • r• a Jan 29, ,emission # DO 512236pri °O48r, os Bonded By National Notary Assn. lilt} as identification and who did take an oath. NO Y PUBLIC: My Commission Expires: 0 1 0q/' ommission Expires: * *, ** * * * *, ** *** *, *** *** * ** * * * * * *,r * * * * * *r *** * *, tit***** *a * ********* *** * * * ** * * *,r ** * *aa APPLICATION APPROVED BY: (Revised 07/10/07) �j�l �Jro9 ■ <. ANGELIQUE LISETTE CANCEL TY •'►'∎ • 1 _''662175 .a 497". EXPIRES April 11 2011 1446e4•63e * * ** r 8le w.com Plans Examiner Engineer Zoning TIT MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE 140 W. FLAGLER ST., SUITE 1602 MIAMI FL, 33130 (305) 375 -2527 IECEOVED MAR. L F 4 2009 CONTRACTOR'S BUSINESS CERTIFICATE OF COMPETENCY ISSUED THIS IS TO CERTIFY THAT SOUTHERN WINDOW TECHNOLOGY INC CONTRACTOR CERTIFICATE NO,: 955500175 TRADE: BUILDING CERTIFICATE EXPIRATION DATE: 09/30/2010 HAVING MET THE CODE REQUIREMENTS OF MIAMI -DADE COUNTY, AS AMENDED, IS CERTIFIED AS A CONTRACTOR IN THE FOLLOWING CATEGORY(S): 0023 GLASS & GLAZING 0029 METAL AWNG & SRUTR WITH ALL WORK TO BE DONE UNDER THE SUPERVISION, DIRECTION AND CONTROL . OF QUALIFYING AGENT THOMPSON AAMANITA S.S.N. - -2047 ALTERATION, REPRODUCTION OR TRANSFER OF THIS CERTIFICATE IS PROHIBITED. HERMINIO GONZALEZ, P.E. SECRETARY, CONSTRUCTION TRADES QUALIFYING BOARD SOUTHERN WINDOW TECHNOLOGY INC 19394 SW 106 AVE MIAMI FL 33157 FEE FOR THIS CERTIFICATE WAS PAID ON PROCESS NO. T2008135612 BSSZSLECO£ aouorTdwoO apo0 §uTpT?fG I'd LO:ZO 8002- ZO -loO 1111111 • • • • •lllrdt111P.]/UTir•Z • z i iii7gspymsi' r I:7.R3__111 ECEWWED MA' 2 2009 M FLORIDA BUILDING CODE, 2004 ESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7- Page 1 of 1 Building Information i I ` 1 , 1 Wind Velocity Importance Factor. )� 1.00 Exposure Category: C Directionality Factor (kd): 1. Internal Pressure Coefficient '+/-': 0.18 Mean Roof Height (ft): 20 Building Width (ft): 75 Building Length (ft): 40 Roof Slope (x:12): 12 Width of End Zone (ft): 4 Calculahous; Job Numbe : Company Name: Prepared By DatedThne: Client Name: Job Description: NINGS SOUTHERN WINDOW A THOMPSON 3/23/2009 2:09:46 PM TRIPODO IMPACT WINDOW �+ TECH .! MGT= t — — I Opening Mark Opening Desc. Location Zone Opening Elev. (ft) Opening Width (in) Opening Height (in) Max + Pres. (Psi) Max - Pres. (Psf) A IMPACT HORIZONTAL 4 5 49 43 56.6 •••164.6 • ---.• SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNT( RULES AND REGULATIONS • • • • •• • 000000 • •••••• •••• • • •••• •••••• • • •• •• •••••• • • • • • • • • • • •• • • • • • • •• •• • •••••• • • • •••••• •• • • • • • • • •• • • ••••• •••• • •••• • ••••• • • •• • • • file: //C :\Program Files \Structures International \4Wind \untitledWebReport.html 3/23/2009 ••••• •••••• • • 000000 • • 000000 • • MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR-710 Aluminum horizontal Roller Window -LMI APPROVAL DOCUMENT: 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., 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 Missile 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. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildinacodeonline.com NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. 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.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) Jaime D. G : on, P.E. Chief, Product Control Division NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 5 3 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: f5 ermit No. Open hi- Dm' rl . iton or tt 1,tdow Arld 4ci Accepialic: At ottsct Appr3911 (./pr.:4*g Dcti 9 Presuit e (+) l'SF (•I PS P :1...141* ),-e■tisig S' •e S. titIci R.• i Yes /No Ntteni0,1 ritcutr.tal Yes /No Vet i N•3 1111=1111 a r De r or Mullion Ncuther , Oulu Prtsiare ( • .1 ASP ( 1 ?SF --. 4 11111111111ic 4 ..' r e 91 % 14 k .1119141COMIEPIIIINIMIN ' •. e,t. • .iza--/L-7----"FrY . , ,.. • 7:1,:,Z6. $.4,07g-C.71;4, 7.:1`..„...4..;74r,$,S7r.•-!-:',0.7.. 4-7 • • 0 • •••• • • • •• 9 • • • • • • 9 • • • • • • • •••• • • • • • 9 •• • • 00 • • 9 •••• •• •• • • • 9 • • • • •• •••• • •••• 9 • • • • ***** ••***• • • • • 1ST FLOOR ENTRY OFFICE FLORIDA ROOM LIVING ROOM DINING ROOM KITCHEN GARAGE TRIPODO RESIDENCE 1225 NE 95TH STREET MIAMI SHORES PGT IMPACT HORIZONTAL ROLLER- 1 0 NOA # 06- 0405.06 •••• • • • • •••• • • • •• • • • • • • • • •••• • • • • • •••• •• • •• • . 4'3.... .. IMRitg F: - io' ir?` �7•' • • •0•• • 0•• •• 0000 .• • 0••S • 0S•• • 2ND FLOOR STAIRWELL BATH BEDROOM BATH BEDROOM TRIPODO RESIDENCE 1225 NE 95THSTREE1 MIAMI SHORES • • PCs' IA�AG�:. H. � 4O�TT�: I��LLER- 71:0;. NO�A # (hh(Q40�:06 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716" LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE O. 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. 0.13/16" 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" 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 SAFLEXIKEEPSAFE 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 INTERLAYEF. K 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 11c ..4.IR 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 3116" ANNEALED (MIN.) GLASS, 3/16° OR 114" 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, X0, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) 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 33 113% 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 GASINET. 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). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 • • • • • •. • • ••. • • • • • •• • •• •••• •••• • • • • • • • •• • •• • • • • • • • • • • • • • • • • •• •••• • • • • • • • .• • • •••• • • •••• • •• • • • ••■•• • ••. •• • •• • Mimed "ma w Road er Data Rend By Date: Reds F.K. 10/17/06 B Road We: Revltima: F.K. 5/13/06 A Drawn By Data Checked By F.K. 2/28/06 J.J. CHANGE TO ASTM E 1300 -02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE T & NOTE 8. O 3!23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOM.t,MIS, FL 34274 P' T Visibly Better GENERAL NOTES raw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sedestatacka HR710 NTS 1 a 11 4127 -10 Rya 8 Robert 1. Clark. P.E. PE #39712 Structural • 112" NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER —1/8" ANNEALED OR HEAT STRENGTHENED GLASS — 5/16" NOM. 5/16" LAMINATED GLASS 7 ""L'I ° 0 - +-1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER —1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 1/2' NOM. GLASS BITE 66,67,68,69,70,71 1/2' NOM. GLASS BITE 63,64,65 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED aEXTERIOR INTERIOR (ALL SECTIONS) 7/16" LAMINATED GLASS 5/16" OR 318" AIR SPACE 118" OR 3/16" ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE 72,73,74,75,76,77 3116° 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 • •• •• • • •••• • • •••• • • •• •• • • • • e • • • • • •• -• •••• • • •••• • • • • • •• •• • •• • • • • •• • •••• • •••• • •••• • • •••• • •• • • • •••• •• •, • • •• •• •• •• • •• • ••• • •• •••• • •••• • R"vsd8r: Da Revisions: Rinse By F.K. Dora 10/1T/06 NO CHANGE THIS SHEET Raysd By F.K. Date: 5/13/06 Revisions: A ADD AIR SPACE DIM. TO L4MI IG DETAILS Drawn By: Data Chedmd8! Data F.K 2/28/06 J.J. 3;13/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ft;t Visibly Better Description. GLAZING DETAILS Tar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Senentiodet HR710 Ful! o'er 4127 -10 �dZ‘ • Robert L. Clark, P E. PE #39712 Structural ••• • • •••• • • • •••• • •••• • (XOX 114,112,114) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 84" A,B,G,H +60.0 96" A,B,G,H 106 318" A,B,G,H +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 48" +60.0 -60.0 50 5/8" +60.0 54" 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 +59.1 -59.1 +56.0 -56.0 -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" 111" A,B,G,H A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +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 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 UP TO 111" C,I +60.0 -50.9 -60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 (XOX 113,113,113) DESIGN PRESSURES TABLE 2. WINDOW WIDTH • GLASS TYPE WINDOW HEIGHT 26" I 36" I 38 3/8" 1 48" I 50 518" 1 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 AND X01 DESIGN PRESSURES TABLE 3. WINDOW WIDTH 60" GLASS TYPE WINDOW HEIGHT A,B,G,H 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" +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 66" 72" C,I +75.0 -75.00 +75.0 -75.00 +75.0 - 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 A,B,G,H C,I A,B,G,H +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +74.7 +75.0 +70.1 -74.70 -75.00 -70.10 +70.0 +75.0 +65.0 -70.00 -75.00 -65.00 • • • • • •• • • • • • • •• •• • • • • • • • • • •• • • • •••• • • • • • • •• •• • • •• • • • • •• •••. • •••• c,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 +63.5 -63.50 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -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& X0) 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) D. 7/16" LAMI - (3/16" A, .090, 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" LAMI IG -1/8" OR 3 /16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1 /8 "HS) I. 13/16" LAMI IG -1/8" OR 3116 "A, 5/16" OR 3/8" AIR 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 IG -1/8" OR 3116 "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, 7116" LAMI - (3 /16"HS, .090, 3 /16 "HS) • • •••• •••• • .• • • • Anima complikalgo 'tows v Nom • S.fltir.V;r1:11. Owl ••• ••• • •• • •• •• •• •• • •• • Raved By Date: Reins: Read Br F.K. Dete• 10/17/06 REVISE DP TABLES TOASTME 130042 Reed Br F.K. oar 5/13/06 Owen Br F.K. 2128/06 Raskin: A J.J. ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS. R. 34274 Pc;T V sib& Better 0esaWeae: DESIGN PRESSURES rme• ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Senestiatlak HR710 s. NTS 3 01 11 4127 -10 Rer. 13 Robert L Clark, P.E PE #39712 Structural 49 3/4" MAX. DLO FIXED 111" MAX. WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16° MAX. DLO FIXED 33 9/16" MAX. DLO VENT --.- 57318' MAX. DLO ALL FIXED LITES 1 56° MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. C 74° MAX. WIDTI I DETAIL A - OX OR XO 2511$" MAX. DLO VENT 251/8' MAX. DLO FIXED 867/16° MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1 /3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. •••• • • • • •••• ••w•• • • • • •• • • • • • • • • •• •• • • • • • • ••• ••• •• • • • • • • • •• ••••• 4 • • • • •• •• •••• • • •• • • • • • •••• • • • • •••• 0 • • • • • •• • • •• • • • • • •••• Approved SS *4 Florida ; Road By Raader Data Revision% F.K 10117106 B Rost By. Cala Revisions F.K 5/13/06 A NM By Date Checkeder F.K 2/28/06 J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Dare: 3123/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ELEVATIONS r>Qe: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SedesNodek HR710 srnne NTS 4 of 11 owrtg 4127 -10 ger 8 Robert L. CIark, P E. PE #39712 Structural MAX. HEIGHT MAX. VENT DLO MAX. FIXED DLO EXTERIOR SECTION C -C (VERTICAL SECTION) INTERIOR MAX. VENT DLO INTERIOR fat I-- MAX. FIXED DLO ----I SECTION B-B (HORIZONTAL SECTION - XOX) MAX. VENT DLO EXTERIOR 39 OPTIONAL EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX) .••• • • • • •••• • • • •• • • • • • • • •• • •• • •• • • •• • •••• •• • • • • • • •••• • •• •• • • •• • • •••• • •••• • •• •• • • • • • •• •• •• • • • • • •••• • • • • •• •• • • •• • • • • •••• d dospositioldittli Florida r%, Dab 2- ►1 • SEALANT OR GASKET fly AT HEAD AND SILL VIEW D -D (FRAME CORNER CONSTRUCTION) Road By Revisions: F.IC Deg 10/17/06 8 tea: Fx 5/13106 A NO CHANGE THIS SHEET NO CHANGE THIS SHEET Drava, er F.K. Oats: 2/28106 rrreot®esy: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 2CIX Visibly Better Desaipeorr SECTIONS tma ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 3eitegi eclat HR710 sar.� Half c S e<11 4127 -10 Rer B /4744 Robert L. Clark, P.E. PE #39712 Structural • • • ••• • • • ••• • ••• • ••• •• ••• • • • •••• • •••• • ffFM DWG 4 REV DESCRIPTION MATL PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 13/16" LAM1 [G•3 /16 "A, 5/16" AIR SPACE 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 " 13/16" LAM! IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) #8 X 3/4 PH. PAN HEAD " 7834AA 4 4053 13/16" LAMI IG- 1/8 "A,1 /4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /I6 "HS) SASH STOP COVER (SASH STOP) 6063 -T5 AL 13/16" LAM! [0- 3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "A, .090 PVB, 3/16 "A) 6 4136 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD ST.ST. 7PAD1626 13 4002 A FLANGE FRAME JA MB 6063 -T6 AL 612225 14 4134 GASKET FOR MA IN FRAME SILL JOINT EM PVC 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS CLOTH 78IPQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 641100 17 4054 B FIXED MEETINGRAIL 6063HD -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 616830 23 225 -1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 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) 6TP247W,K 52 1225 VINYL GLAZINGBEAD BULB (THIN) 6TP248K 53 4039 B GLAZINGBEAD - 5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /(RILL KIT 6063 -T5 AL 644703 55 4222 A GAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C GAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 CLASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 66 " 13/16" LAMI IG1/8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG- 1/8"A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, I /8 "HS) ITEM DWG# REV! DESCRIPTION 1 MATL ( PG# 68 GLASS, 13/16" IAMI IG1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8"HS) 69 " 13/16" LAM[ [G•3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"A) 70 " 13/16" LAM1 [G•3 /16 "A, 5/16" AIR SPACE 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 71 13/16" LAM! IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 72 " 13/16" LAM! IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAM! IG-1/8"A, 1/4" AIR SPACE, 7/16" IAMI (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 /I6 "HS) 75 " 13/16" LAM! [0- 3 /16 "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 IG-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H 14 A L 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 .... • • .... • • .. • • • .... • • .... .. • • • • • • .... • .. • • .. • • .... • .... • • .. .... • • .... • .. -- • - • .. Royal By.' Date: aersd 9y: F.K. Data: 10/17/06 ReWskaar 9 NO CHANGE THIS SHEET Rana fir F.K. ask 5/13/06 Rm skawr A ADD SPACE DIMENSIONS ITEMS 66 THRU TT. Drawn ay F.K Dale: 2/26/06 Bey. J.J. Oa* 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 P T Visibly Better Deserplbn PARTS LIST rm. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT swiss/Moat HR710 sorts. NTS or 11 4127 -10 Raw. 8 Robert L. Clark, P.E PE #39712 Structural FLANGE FRAME HEAD #4102A, 6063 -T6. .490 II J SASH STOP #4025, 6063 -T5 .062 L1.349-.4 21 SASH TOP & BOTTOM RAIL #4133,6063 -T5 1.183 .050 1.096- -1 j 54 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .678 FLANGE FRAME SILL #4136, 6063 -T6 .437 T- O HORIZ. ROLLER TRACK #4131, 6063-T6 2.179 .062 1.187 —• 1 1.081 I- @SASH MTG. RAIL #4006D, 6063HS -T6 .050 678 1.096�r --•-I 55 GLAZING BEAD 7/16" #4222A, 6063-T5 2. 3A90 () FRAME SILL ADAPTER �J #4137, 6063-T6 .062 17 FIXED RAI #40548MEETING , 6063RD -T6 L 1.349 f -1291 4 SASH SIDE RAIL #4126, 6063-T5 050 .678 1.115 I • I 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) 1-4-1.513-1 j-A40 .738 .-1443-i O SASH STOP COVER #4053, 6063-T5 13 FLANGE FRAME JAMB #4002A, 6063-T6 `.050 .678 1.096 -H •1J 53 GLAZING BEAD, 5/16" #4039B, 6063 -T5 .683 .097 GLAZING BEAD, 13/16" #4Q67, 6063 -T5 • • • • •••• • • • • •• • • • • • • • •• •• s. • • • •••• •• • • • • • • • • •s•• • •• • • •••• s • is •• •) •••• s• ∎•.•• • • • • • • • •••• •••••• • • • • •••• • • • • • •s.•.• •• • • •• • • • _ • mom cumilleag with iiRSZ ` Rosaey: Gars: Revisions: Rersd 8y. FJC Dee: 10/17/06 Revisiorta: B NO CHANGE THIS SHEET RaysdBy F.IC Oats: 5/13/06 Reaisbns: A NO CHANGE THIS SHEET oe•agy FK oars 2/28/06 Checked By J.J. Gakr. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSIONS r'ee: ALUM. HORIZONTAL ROLLER WINDOWS IMPACT Visibly Better StsisSbodet HR7I0 Half smet 7 at 11 Ormeg No 4127 -10 Per: 8 Robert L. Clark, P.E PE #39712 Structural ANCHOR QUANTITIES, XOX (114-112 -114) WINDOWS TABLE 4 GLASS TYPE) ANCHOR TYPE, & SUBSTRATE A,B,C,G,H,1 0,E,F,J,K,L 2.3, WOOD 2, CONC 1, CONC 2,3, W000 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL JAMBS' HEAD & SILL IJAMBSI HEAD & SILL a 4 -, HEAD & SILL -, HEAD & SILL g . HEAD & SILL to 4 5i 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 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+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 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 +C2 +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 +C2 +1 3 1 +C2 +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 +C2 +1 3 1 +C2 +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 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +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 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +C3 +1 3 74.000x 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 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +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 +02 +2 +02 +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 +C! +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 +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 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3+1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C212 +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 +02 +1 3 1 +C2+2 +C2 +1 3 1 +02 +2 +02 +1 3 1+C2 +2 +C2 +1 3 1+C2+2+C2+1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +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 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +03+1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +03 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C3+2 +C3 +1 3 1 +03 +2 +03+1 3 1 +C2 +2 +C2 +1 3 1 +03 +2+03 +1 3 106.375x 38.375 48.000 50.625 54.000 00.000 1 +02 +2 +02 +1 2 1 +C2 +2 +02+1 2 1 +02 +3 +02 +1 2 1 +C2 +3+C2 +1 2 1 +02 +3 +02 +1 2 1 +02 +3+02 +1 2 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 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +03 +1 3 1 +C3+3 +C3+1 3 1 +02 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3+03 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 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 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 +C4 +4 +C4 +1 3 111.000x 38.375 1 +02 +3 +C2 +1 2 1 +02 +2 +02 +1 2 1 +02 +3 +02 +1 2 1 +02 +3 +C2 +1 2 1 +02 +3 +02 +1 2 1 +C2 +4 +C2 +1 2 48.000 1 +02 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +C3+3 +C3+1 3 1 +C3+3+C3 +1 3 1 +02 +3 +02 +1 3 1 +C3+4 +C3 +1 3 50.625 1 +02 +3 +02+1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +03 +3 +03 +1 3 1 +02 +3+02 +1 3 1 +03+4 +03 +1 3 54.000 1 +C3+3+C3 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +C3 +1 3 1 +C3 +3+03 +1 3 1 +C2 +3+C2 +1 3 1 +04 +4 +C4 +1 3 60.000 1 +C3+3 +C3 +1 3 1 +02 +2 +C2 +1 3 1 +C4 +3 +04 +1 3 1 +C4 +3+04 +1 3 1 +C2 +3+C2 +1 3 1 +C4 +4 +C4 +1 3 63.000 1 +C3+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +04+3+04 +1 3 1 +C3+3+q +1 3 1 +05+4 +05 +1 3 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: 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, 118" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7116" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3116" 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 - 1/8" OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16" 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, 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 IG - 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 - 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 0 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. 0.C. TABLE KEY: Q X 0 X s 1 +03 +4 +C3 +11 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 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. 0.0 ANCHOR SPACING) ■ I 25 3/4' max. --i-1 '--3" MIN. 1 t! ! I I t III t 9" REF. x ' I 0 X MTG. RAIL, TYP.- a� EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 25 3/4' MAX --1 1/2" TYP. k -3" MIN. MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • • •. • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • •• •• • •• • • • • • •• • • • • • • •• • • • • • • • ••• • Rend ay Revisiting: Read Br F.K. tmh• 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS Bawd BY: F.K. Dates 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L ()swear F.K. Oaer 2/28/06 dated 9y. J.J. Data 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better r ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) Tae: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 scat NTS 8 d 11 Doefee 4127 -10 Rev B L. Clark, A.E. PE #39712 Structural • • • • • • •• • • • • • ANCHOR QUANTITIES, XOX (1/3- 113 -113) WINDOWS TABLE 51 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (118° A,.090, 118' A) B. 5/16" LAMI - (1!8" A,.090.1I& HS) C. 5/16" LAMI -(1 /8" HS,.090, 1/8° HS) E. 7/16" LAMI - (3/16" A,.090, 3/16" H) E. 7/16" LAMI - (3116" A,.090, 3/16° HS) F. 7116" LAMI - (3/16" HS,.090, 3116" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090,18" A) H. 13/16" LAMI IG -1I8" OR 3116" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" A,.090, 1/8° HS) I. 13/16° LAMI IG -118' OR 3/16" A, 5116° OR 3/8" SPACE, 5/16" LAMI - (18° HS,.090, 1/8" HS) J. 13/16' LAMI IG -18° OR 3116" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16° A) K 13/16" LAMI IG -118" OR 3/16" A, 3116" OR 114° SPACE, 7/16° LAMI - (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 22 112" MAX. O.C. TABLE KEY: •••• p X 0 X • `.... ` •• GLASS TYPE) ANCHOR TYPE & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE w v H HEAD & SILL N i ' HEAD & SILL 1 JAMBS 1 HEAD & SILL JAMBS HEAD & SILL JAMBS HEAD & SILL JAMBS HEAD & SILL 1 JAMBS 1 48.000x 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 1 +C2 +1 +C2 +1 2 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 I �I 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 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 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 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+ I +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 3 1 +C2 +1 +C2 +1'3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +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 +C3+1 +C3+1 , 80.000x 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 +1 +C2 +1 2 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 Lt • • . • • • •• •• ••I • • , • •• • • • • •••• • •• • •••• •• .. • • • • • • • • • • •••• . ° • • • • • • • • • • • • •• ` 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 +C3 +1 +C3 +1 13 -..-ANCHOR QUANTITY PER JAMB 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 HEAD AND SILL ANCHOR QUANTITIES 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 3 1 +C3+1 +C3+1 3 OF (3) ANCHORS CENTERED EACH MEETING RAIL PLUS (1) AT EACH OPERABLE VENT (1) 1 ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL. MIN. O.C. ANCHOR SPACING) MAX. MIN. 66.000 x 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 A CLUSTER ON ANCHOR PLUS (9) (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 +(,2 +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 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +q +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 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 74.000x 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 +1 +C2 +1 2 - 1 25 3/4" - «•{}-•-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 Approved wkklbe ' - • " ` • •' • • ods RIO* 1�N % ,4'=. :: , "' '-- i ,°., -_ it 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 9" REF. X O IN 1 +C2 +1 +C2 +1 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 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C3+1 +C3 +1 1 +C3+1 +C3 +1 3 3 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 MTG. RAIL EXAMPLE ,& OF (3) ANCHORS 84.000x38.375 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 TYP. CLUSTER W/ QTY. 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 (SHOWN IN TABLE KEY ABOVE) 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 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 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 25 3!4" MAX. 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 - -,-1 1/2 "TYP. I•-3" 86.437 x 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 MIN. '"'`- j' BL/ 6 Robert L. Clark, P E PE 839712 Structural 9" REF. 0 X 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 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, _ NJ 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 MTG.RAIL,TYP. A, 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 t +C3+1 +C3 +1 3 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 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Reaa8$ Date: *maw lo7D TECHNOLOGY owve NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T De"eArr ANCHORAGE SPACING, XOX (113-V3-113) Raved By F.K. Die: 10/17/06 Revisions* 8 REVISE ANCHORAGEFORMAT, HEAD & SILL CLUSTERS r"'" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT RebBY. F.K. Data 5/13/06 Rem: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better , HR7t o °. NTS • 9 d i l Dwain No 4127-10 Q, B awn* D°te. 2/28/06 ca« eda r J.J. Date. 3/23/06 ••• • • • ••• • ..• • • ••• •••• • • • •••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 GLASS TYPES ANCHOR TYPE & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD & SILL JAMBS 0 3 w N N =0a JAMBS o � w w = JAMBS HEAD & SILL 1 JAMBS < - 7.11 w _ad [JAMBS 0 DI < - win _05 JAMBS 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 +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+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 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +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 +02+1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +03 +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 53.125 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 +C3 +1 3 1+C2+1 3 1+C2+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +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 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +03 +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 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3+1 3 1 +C3 +1 3 2 +C4 +2 3 1 +03 +1 3 1 +C3 +1 3 2 +04 +2 3 1 +03+1 3 1 +03 +1 3 2 +04+2 3 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +02+2 2 1 +C2 +1 2 2 +C2 +2 2 2 +02+2 3 1 +C2 +1 3 2 +C3 +2 3 2 +02+2 3 1 +02 +1 3 2 +03+2 3 2 +03 +2 3 1 +02+1 3 2 +C3 +2 3 2 +03+2 3 1 +02 +1 3 2 +C3 +2 3 2 +03+2 3 1 +02 +1 3 2 +03 +2 3 2 +03 +2 3 1 +02 +1 3 2 +03+2 3 2 +C3 +2 3 1 +03 +1 3 2 +04 +2 3 2 +03 +2 3 1 +03 +1 3 2 +04 +2 3 1 +03+1 3 1 +03 +1 3 2 +04 +2 3 2 +03 +2 3 1 +C3 +1 3 2 +04 +2 3 74.000 x 38.375 48.000 50.625 54.000 60.000 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +03 +2 3 2 +02+2 3 2 +03+2 3 2 +03+2 3 2 +02+2 3 2 +03+2 3 2 +03+2 3 2 +02 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +03 +2 3 2 +C3+2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +04 +2 3 63.000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C4 +2 4 2 +C3 +2 3 2 +C4 +2 3 Raveaax Revisions' Retsd F.K. Dabs 10/17/06 RevitiOnX B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Rase sr F.K. 5/13/06 Revisions A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Omen By F.K. Dote: 2/28/06 Checked J.J. ale 3 I 3/2V6 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 NOTES: 1. ANCHOR TYPES: 1 -1 /4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: 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) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) 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, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8° A,.090, 1/8° A) H. 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" 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 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) 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: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X 2+C3+2 1 3 �- ANCHOR QUANTITY PER JAMB tHEAD AND SILL ANCHOR QUANTITIES 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) 118 3/4" MAX. •--3" MIN. 9' REF. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) L 9° REF. 183/4" MAX - -0---1 1/2" TYP. --�- I-•-3" MIN. • .. .. • • ▪ • • .. .. • • la • • . . • • • • • •••• • •• ••.• • •••• • • .• •. • • • • • .••• • • • • • •••• • • • •• • • •• • • • • .• • • •• e.. . • ••••• • .• • • • • Ar.p„ures a, teato tit Florida MTG. RAIL- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS cX Visibly Better ANCHORAGE SPACING, OX AND XO WINDOWS rote ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS Sheet 10 a 11• Dram No 4127 -10 Rev. obeli L. Clark, P.E. PE #39712 Structural 3KSI CONC. lx W000 BUCK (SEE NOTE 3) A\ 3KSI CONNC.- CONCRETE ANCHOR W/ #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL A ,ins ~ i�� �f� r 1 1 318' MIN. 1 Q 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3)� s0 WOOD ANCHOR W / #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) TYPICAL HEAD SECTIONS J EX t ERIC.R I T ERIOR T' i (HEAD & SILL DETAILS) L CONCRETE ANCHOR 'r'// #12 HEAD (SEE TOTE 1 THIS SHT. AND NOTE 3 SHTS. . 4 •4 1 3/8� MIN. 4 I;Y SHIM MAX. DETAIL O 2x WOOD BUCK (SEE NOTE 3) k�u DETAIL D 114 SHIM NOTES: Al. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 114' 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 1/4' SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' T !I CK OR GREATER. INSTALLATION TO THE SUBS T RATE OF W000 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 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT, NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF F30 2004. SECTION 2003.8.4 (SUPPLEMENT 2005). 1!1' M C. S'(.',! —a- 1 3/3' MIN. WOOD ANCHOR 1 +V' 412 HEAD _E, NOT_2 THIS SH1 I� ANDNOTE3SHTS.3 -10)ti� `I / —WOOD ANCHOR'.' »12 HAD 1<. (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 3-10) i 3,8" MIN 1 L 1,4" SHiU MAX. TYPICAL SILL SECTIONS DETAIL D tin DETAIL E 1'4' MAX. SHIM —.7 CONCRETE ANCHOR 4'/I #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-13) °• 1 x WOOD BUCK a (SEE NOTE 3) WOOD EUCK NOTE J\ iNTERICR ,30 H .LAMB L.= ..'... = XTER'OR .J 1 1:4' MIN. (1 .5KS1 CMU) O 1 3,3' MIN. • (3K3) COINOR' A DETAIL F TYPICAL JAMB SECTIONS Retisd 3j Date: Ranson. Read Sy . F.K Ome• 10/17106 Reunions: 8 REVISE EDGE DIST. , EMBEDMENT & SHT REFERENCES Rwad 8y. F:K Date: 5/13/06 Rowans: A ADO NOTES. CPTAIO By F.1C Oats' 2128106 Q+e•t•I Hy J. J. Oast: 3123/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.J 80X 1529 NOKOMIS. FL 34274 Visibly Better casav«n: ANCHORAGE DETAILS Mier ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SessAVeal HR710 Seakr Half 11 a 11 ar .' 4127 -10 •••• • • • • • •• • • •••• • • •••• • • •• •• •••• •••• • • • • •• • •• • •••• • • • •••• • • • • •• .. • • • • •• •••• • • • • • • • • • • • •• • • •••• • • •••• • •• • • • •••• • • • • • • • •i•••• • • And * Robert L. Clark. P E. PE N397 t 2 Structural