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WS-10-177io1/42 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) S l2 ts1 Pt cLeac,A. Phone # q g 7- ��� /.'a 91 - Owner's Address 1O Y tq g 1 n City Mi for , S inefeS State PL Zip 3a138 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip gil ES FOLIO / PARCEL # it-q23‘. om -a130 Is Building Historically Designated YES NO t� Contractor's Company Name SE 'i p ' Nell Phone # 305 —6 12d 0 16 5 Contractor's Address 7 1455 I W lib c City 1 ti i t - (,,, State FL Zip S, R i (► .0 Qualifier Name Mai lel LlP 4 Phone# `3oS 613 0705 State Certificate or Registration No. Certificate of Competency No. D3 85 00 3,P.-- Architect/Engineer's Name (if applicable) _Phone # Value of Work For this Permit $ 9 Type of Work: ❑Addition ❑Alteration ❑New [Repair/Replace ❑ Demolition s fib- if, 117_�cayiv;3it 17 [N % -. r e �l��0 1 61.j i it I C" �a v►v Describe Work: Hs Submittal Fee $ Permit Fee $ Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 40 1 14 1 D Si- ***** **** ****** * * *ie******* rat *** * *i, *** *F * ** *irk, *** * ** **WA***** **** *** * **** * **** ** * ** CCF $ 0' CO C Technology Fee $ Square / Linear Footage Of Work: Permit No. Master Permit No. Notary $ Training/Education Fee $ Scanning $ 3 CO Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ FECIEET JAN 2 3 2,0 g Zoning $ 114-to0 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mort; filer's Nam* (f, licable) Moltage nc@er's Addr 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be, delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatures c1 4, ' Owner or Agent ontractor The foregoing instrument was acknowledged before me this CZ >" The foregoing instrument was acknow ged before me this 24 day of it 20 tt), by & ...b,7/tram. , day of ( ( 20 (0 , by Mal-1-iii (4 r e � who is personally known to me or who has sp produced — who is personal] known1to me or who has produced as identification and who did take an oath. NOT. Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) PUBLIC: As identificatiqot►6t* ,an oath. Expi ?P 01 /011 ? 0/0 •.d Ns/o 0058,981.1. :tea NOM PUNIC SUSAN M. PIEDRA -LARA EXPIRES: September 01, 2013 14800 -3- NOTARY Fl. Notary Discount Assoc. Co. NOTAR ' UBLIC /4 f '4 Sign: Print: My Commission Expires: 4 rde+ 6 tk4a9a4r*4Y. Y 4 *fr4r 9e+ te4aak*it 49rdt4r flt9t*irdr*ik9r*4ra8 *** + uio. k*irir*ir4r4e*tfitntit$eii & *dt*Jeie **** Plans Examiner ' Engineer . • Zoning ry ., • 4, 09 M ar Shores Ville - • APPROVED BY DATE ZONING DEPT BLDG DEPT :---:), / / 0 SUBJECT TO COMPLIANCE S I ATE AND COUNTY WITH ALL FEDERAL RULES AND REGULATIONS tsJE ta Yr 09 - NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inca 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulati 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 (AHI). 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 AHI (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 AHI 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 ` 71.0" Aluminam Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C' dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small 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 dais OA Failure to comply with any section of this NOA shall be cause for termination and removal ADVERTISEMENT: The NOA number preceded by the words Miami Dade" �3' •da, ° ' d followed by the expiration date may be displayed in advertising literature. If any ,,, °orif tNO 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 ma distributors and shall be available for inspection at the job site at the request of the This NOA revises NOA No. 06-0405.06 and consists of this page 1 and evidence pag as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI• COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, Sur1'E 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.ndamidade.nov/huildinacode 0 fa 9.AP! 2 8269@ !�� NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 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 /2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 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, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, 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. FM-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control NOA No 07 i 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21 /2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) -- A. 5/16' LAMI CONSISTING OF (2) LIiES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYEER. B. SAW LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7118' LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN :090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. m6° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEUKEEPSAFE MAXIMUM PVB INTERLAYER F. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS Y.TEH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G.13/16' LAMI 10: (1) LITE OF 1/8" OR 3116' ANNEALED (MIN.) GLASS, 5/16' OR 318" AIR SPACE AND 5/18" LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16° LAMI 1G: (1) LITE OF 118° OR 3/16" ANNEALED (MIN.) GLASS, 5116° OR 316° AIR SPACE AND 5/16' LAMI CONSISTING OF (1) UTE OF 1/8° ANNEALED GLASS AND (1) UTE OF 118° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16' LAMI 10: (1) UTE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 318° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. .1.13/16' LAMI KA: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 3/16' OR 114" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES 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 1/4' AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAM! ID: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16' OR 114° AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTFRIAYER • CONHGU A !IONS: UX, X13, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13004)2. 4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 107. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA: 04-0721.01,03. 0225.05 ANSVAFBPA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLIIIRLTiXI 1(OP¢}INEIA (LT1NG THE HIGH VELOCITY HURRICANEZONE(HVHZ). ;..,..: ,• = ::;.tii: '! FK F.K FJC F.K DI@ 4/13107 C Dow 1017106 Oar 51131M Dew aeKetene• B A J.J. ADO FTL -5310 TO NOTES 7B CHG. NOTE8 TO CURRENT EDIT. CHANGE TOASTME 130042 AOC AIR SPACE OBN. NOTE 1. TECH. REF. NOTE 78 NOTE a 3 4070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.C1. 29X 1828 NOKOMIS, FL 34274 Visibly !letter e�T GENERAL Ni.: 7' T"t ALUM. HORIZONTAL ROLLER WINDOW, IMPACT wwmt s n tense uravrw HR710 I NTS 1 0 11 I 4127 -10 NOA DRAWING MAP SHEET GENERAL NOTES ... 1 GLAZING DETAILS.. ..... 2 DESIGN PRESSURES 3 ELEVATIONS_ ._........ _ 4 VERT. SECTIONS. 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS.-- ........ _ 7 CORNER DETAIL_ ...... 5 ANCHORAGE-- ........... 8-11 PRODUCT REVISED ati ciaedyiug with dm FI 4da Javed:ag Coda Aar444xx2 No 0 Eapimrmn Date 1/2" NOM. GLASS BITE (60,61,6 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5116" NOM. 5/16" LAMINATED GLASS 68,87,68,69,70,71 0 -4-- 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER ▪ 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED « 5118" OR 3/8' AIR SPACE 1/8 OR 3/16' ANNEALED (MIN.) GLASS 13116" NOM. 13/16° LAMI IG GLASS WI 5/16° LAMI 1/2" NOM. GLASS SITE 112" NOM. GLASS BITE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/18" LAMINATED GLASS 1/2" NOM. GLASS BITE 13/16" LAMI IG GLASS W/ 7/16' LAMI 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7116° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8" or 3/16° ANNEALED (MIN.) GLASS 13/16'140M. EXTERIOR INTERIOR E> (ALL SECTIONS) mower REVISED as cep; /ins with tho Florida Ba7din j Ccdc Aoxptairallo 0 Data >a ItsoitIorm F.K 4/1& C NO CHANGE THIS SHEET R°sdax FIG F .K. om.°ar FC Saw 10117/06 5/13/ '6 728/06 B A omdreeer J.J. NO CHANGE THIS SHEET ADD AIR SPACE ON TO LOAD 1G DETAILS 3/23/08 1070 1ECl24QWGY ORIYE NOKOMIS, FL 34278 P.O. SOX 1820 • NOKOMIS. FL 34274 GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s 8, HMV Fun 2 a 11 a°e:oro 4127 -10 C /4 L CIaA P.9. PE 639712 TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" 38 318" 48" 80 5/8" 64" 60" 83" 84° A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 98" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -80.0 +60.0 -80.0 +60.0 -60.0 +64.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 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 TABLE 3. OX AND XO;FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH_ __ TYPE 26" 36" 38 318" 48" 80 618" 54 60" 63" 60 ; A,B,G,H +75.0 -75.0 +75.0 -75.0 t +75.0 -75.0 1 ; +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Pr.-n :.: `7 n rVIsto wi th theRod& Acax;stm,veNoo7 -, = - 68" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74° A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 $6.1 +63.8 -63.8 UP TO 74" C D,E,F, 1,A K, , +75.0 -75 � , sr ., i> `� _ if GLASS TYPES: TEST REPORT FTL-4858 (X9304, FTi 4958 (OX 8 X0) ) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,18" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1 /8" HS) D. 7/16" LAMI - (3116" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3116" HS) F. 7/16" LAMI - (3/18" HS, .090, 3/16" HS) G. 13/16' LAMI 10-1/8" OR 3/16 "A, 5/18" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,18 "A) H. 13/16" LAM! IG -118" OR 3116 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1 /8"HS) 1 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (18 1H$, .090,1/8"HS) J. 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3/16 "A) K. 13/16" LAMI IG -18" OR 3/18"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"HS) L 13/18" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/18"HS) � �7 RobertL Calk P.E PE 039T12 Smrotural Fit F.K FJC It ;4A -m ADD /AMORAL RN OPTION 6 UPDATE AS7d9E 11Ps • �• t 07 orecNNao orcwve NOXOMIS, F43427e P.O.149X1628 NOKOMIB, 1134274 Visibly y Better DESIGN PRESSURES REVISE DP TABLES TOAS770E 130 0-02 ADD At R SPACE O 144ENSION GLASS TYPES OTHRUL ALUM HORIZONTAL ROLLER 3 m 11 WINDOW, IMPACT aea,eyFK : 32 amr 3JOS I 1iR7f0 NT$ 4127-10 L' Rowley: FJC FJC F.K. Own 13% 1 A 57 318" MAX. DLO ALL FIXED UTES tus 10/17/06 Dar 3115/06 bac 2/23/06 110° MAX. WIDTH IF. FRAME 111" MAX WIDTH FLANGE FRAME Rw� RedpWs A GbeW ap J.J. DETAIL B - XOX (1/4- 1/2 -1/4) 33 O FIXED AX DL O FUO=D DETAIL A - OX OR XO 33 DLO VENT C 73° MAX. WIDTH I.F. FRAME 74° MAX WIDTH FLANGE FRAME Rama). DM ADDINEppp.FIN bi/AL DIMENSIONS AND CORNER FJC 4113107 C CONSTRLCTIONDET F OMStff. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3123/06 58° MAX DLO ALL VENTS 82° MAX I.F. FRAME ALL CONFIG. A 470 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SQX ia2B NOKOMIS, FL 34274 63° MAX. FLANGE FRAME ALL CONFIG. T ELEVATIONS "�-.- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better slemaer Ht710 85 7/18" MAX. WIDTH IF. FRAME ----.-I 7118" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D-D Q (FRAME CORNER CONSTRUCTION) Soar labeat NTS 1 4 d 11 27318" MAX DLO FIXED 4127 -10 rr ln.:r. MIV1SED wit the Florida w• " 'xi Dow . .137F MAX. HEIGHT FLANGE FRAME EXTERIOR INTERIOR � '."1111i mem ►-- MAX. FIXED DLO --1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION — XOX SHOWN WITH FLANGE EXTERIOR INTERIOR 1-- MAX FIXED DLO —1 EXTERIOR ILL INTERIOR MAX WIDTH (I.F. FRAME) MAX VENT DLO EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FlIFRAME) SECTION C-C © ,e§S, SILL HEAD (VERTICAL. SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)) (VERTICAL SECTION, I.F. FRAME)® PRODUCT REVISED mn t;1:,e wltha e Florida . Coda A,.y�re No - tad= Date ©ZT1F Hasa* Ma* FJC 4/16/07 ra�ar Moir 10/17/06 arta WISES 8 A 4144190 F.IG F.K. or. ar our FK. 228108 C ADD INTEGRAL FIN FRAME GEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE TN'S SHEET orrirdBr auc I J.J. 3/23/D8 1070 'TECHNOLOGY MOVE NOKOMI6. FL 34276 P.O. 89X 1620 NOKOMIS, FI.34274 Visibly Setter SECTIONS TAW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT rroaArrrr HR7NI I Half I 5 0 11 OaterOND 4127 -10 I C / 7/A fr Robot L. Clark, P.E. PE 439712 SMmlurm 1'TK DWG/ REV DESCRIPTION 1 4102 A FLANGE PRAMEHEAD 2 4025 SASH STOP (STD.) (ANTI LIPTCLIP) 3 #8 X 3/4 PH. PAN HEAD 4 4053 SASH STOP COVER (SASH STOP) 6 4136 FLANOE FRAME SILL 7 4137 SILL ADAPTOR 8 4131 ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD A FLA.NGEFRAMEJAMB GASKET FOR MAIN FRAME SIILJOINT #8X 1.000 QUAD PN. SMS G SCREEN ADAPTOR 13 FIXED MEETING RAIL 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 2'25 -1 226 4128 4006 1235 1096 1016 4126 1683 7070 4139 4140 4141 1224 1225 W STP.,.187 X 230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,.250 X 270 BACK, FIN SEAL ROLLER HIOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE D SASH MEETING RAIL WSTP,.170X .27013ACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL SMS SASH SIDE RAIL WSTP,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187X .275 53 4039 13 GAZING/WAD -5/16" 54 4044 B GLAZING BEAD -5/16" W /GRALKIT 55 4222 A (LAZING BEAD -7/16" 56 985 C GLAZING BEAD -7/16" W /(RILL KIT 59 4067 GLAZING BF.AD- 13/16" 60 GLASS, 5/16" LAMI (118" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 118" HS) 62 " 5/16" LAM1(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, .090PV13, 3/16" HS) 65 " 7/16" 1AM1(3/16" HS, .090 PVB, 3/16" HS) Arad* Data FJC 4/1807 C ADD HEMS 41, 42843 now y DNA RentAlnr F.K 10/17/08 8 NO CHANGE THIS SHEET X67: Dna Anonforr FJC 5/13108 A ADD SPACE DIMENSIONS MEW 887HRU 77. Dyer Dery Dnookady tans F.K. 228188 J.J. 312308 MAIL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 6063HD -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HS -T6 AI, DIE-CAST 6063 -T5 AL LIFT RAIL COVER CAP I.F. FRAME HEAD 6063 -T6 AL LF. FRAME SILL. 6063 -T6 AL L.F. FRAME IAMB 6063 -T6 AL G AZAIG SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (UCK) VINYL GLAZINGBEAD BULB (THIN) 6063 -T5 AL 6063 =T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL PGsT# 612237 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 641100 64054A 640660 612240 616830 42112HD 7BRW1112 44128N 64006 675160 71096 7858 64126 616830 67070K 74078 "C" L OR R 64139 64140 64141 6TP247W,K 6TP2481( 6403913 644703 64222 6985 64067 1070 TECHNOLOGY DRIVE 401(0008, FL 94278 P.O. BQX 1823 NOKOMIS. FL 94274 A DWG# REV{ DESCRIPTION 1 MARL 1 PGT# ]Ti�vt 66 67 13/16" LAMI IG 1/8 "A, 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 13/16" IAMIIG•1 /8"A, 3/8" AIR SPACE 5/16" LAMI (1/8 "A, .090 PVB, urns) 13/16" LAME IG-1/8 "A, 3/8" AIR SPACE, 5/16" LAME (1/8 "EIS, .090 PVB,1 /8"HS) 13/16" LAMIIG-3/16"A, 5/16" AIR SPACE 5/16" LAME (1/8"A, .090 PVB, 1/8"A) 13/16" LAMI 1G-3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, urns) 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE;, 5/16" LAML (I/8 "HS, .090 PVB,1/S "HS) 13/16" IAMI IG- 1/8 "A,1/4" AIR SPACE., 7/16" LAMI (3/16 "A,.090PIA 3/16 "A) 13/16" LAMI 10- 1/8"A,1/4" AIR SPACE, 7/16" LAME (3/16 "A, .090 PVB, 3/16"E1S) 13/16" LAMI IG-1/8 "A,1 /4" AIR SPACE;, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAM1 (3/16"A, .090PVR, 3/16 "HS) 13/16" LAMI IG-3/16"A, 3/16" AIR SPACE, 7/16" LAME (3/16"HS, .090 PVB, 3/16 " H�S SCREEN FRAME(HOR & VER) SCREEN CORNER KEY W /RINGS 68 69 70 71 72 73 74 75 76 77 90 91 93 94 95 96 GLASS, 11 D 1014 1630 1631 1073 1624 1635 Visibly Heuer 3105 -HI4AL SCREEN SPRING ST.ST. POLYPROP. SCREEN CORNER KEY W /OUT RINGS POLYPROP. SCREEN SPLINE - .135 DIA. FOAM SCREEN SPLINE - .135 DEA. HARD SCREEN EM PVC E'VI PVC -+ - 1.988 4S I.F. FRAME JAMB 8 #4141, 8063 -T8 O A #4139, 6083-T8 I.F. FRAME HEAD 2.784 Snnanknot 1574710 m,a 4kx NTS 6 .w 11 2710 -� 42 .F. FRAME SILL �1 #4140, 6083 -T6 3.152 PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT &arena -10 I C PRODUCT REVISED as 40mptyivg with Ilia Florida BOil ttn6 Colo Amigo= No 0 &Oration Dato ►+- 2.710 -- I 0 FLANGE FRAME HEAD #4102A, 6083-T6 L. III --.082 .460 T {f1 451-1 O SASH STOP #4025, 8083 -T5 .050 21 SASH TOP & BOTTOM RAIL #4133, 806345 1.098 .-1 O GLAZING BEAD, 5/16" 440448, 608375 (USED W/ GRILL KIT) 2 6 FLANGE FRAME SILL 44136,608 -76 .081 .46 O HORIZ. ROLLER TRACK #4191,6083 -T6 1.081 - 32 SASH MTG. RAIL 114006D, 6083H8 -T8 .678 1.086 1 ---I T O GLAZING BEAD 7/16" #4222A, 6063-T5 3.452 37 O FRAME SILL ADAPTER #4137, 6063-T6 17 FIXED MEETING RAIL #40548, 6083HD -T6 1291-1 SASH SIDE RAIL #4126,6083 -T5 1.11 --∎1 0 GLAZING BEAD, 7/16' #9860,6083 -75 (USED WI GRILL KIT) .513+1 .736 ` O SASH STOP COVER #4053,8083 -T6 13 FLANGE FRAME JAMB #4002A, 6063-T6 .678 1.096-{ - - I O GLAZING BEA6, 5/16" #4039B, 606345 .683 0 GLAZING BEAD, 13/16" #4067, 608375 PRODUCT RBVISED as complying with tho Florida Building Coda Accoptoaco No tl Expiration Dam Read*: FJC RecaUar. FJC Rend* F.K. ",inner• FIC 4/15/07 oart 10/17/79 8/13/8 325108 Re R.,.„,t B 34 aadds? J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 92351B I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O B921528 NOKOI4B. FL 34274 Visibly Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 7 m 11 Iftgeott 4127-10 J C Robed L. Mak, P.E. PE 839712 ANCHOR QUANTITIES, XOX (1/4- 1/2414) WINDOWS TABLE 4 NOTES: 1. /4" E TYPES: 1- 9/4" ELCO TAPCONS 2 - 114° ELCO 334 CRETE -FLEX 3 -9312 STEEL SCREWS (05) ANCHOR TYPE:, & SUSSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 23, WOOD 2, CONC 1, CONC ZONES ZONES ZONES 20NES 201456 ZONES WI Wl/ SIZE W 11 B HEAD & SILL 24 HEAD & SILL 7A i HEAD & SILL col HEAD & SILL y 4 HEAD & SILL �p a 2 HEAD & SILL -, 2. GLASS TYPES: A 5116" LAMI - (1/8• A„6313, 918' A) a 8.8/18' LAMI - (1 A..090. 9B° HS) 1+C2+1+C2 +1 2 1 +C2 +1+C2 +1 2 1 +02+1+01+1 2 1+02 +1 +02 +1 2 1+C2+1+C2+1 2 1+C2+1+52+1 2 D.5/16° LAMI - (1/8° HS,�,1HS) D. 7118' LAMI - (3116° A,.080, 3/1616' A) 1 +02+1+02+1 3 1+02+1+02+1 3 1+02 +1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02+1 3 E.7116° LAM - (3/16"A,.090,3116°HS) "" 1 +52+1 +C2+1 3 1+02+1+02+1 3 1+(2+1+02 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +C2+1 3 1 +C2 +1+0 2+1 F. 3 10 18 -11/8° 8 OR 090, 3118" HS) 8° L 10 G. 13/1 LAMI G. 13/1 OR 3118° A, 5118° OR 3/8° SPACE. 6118` LAMI - (9/8' A,.090,118° A) 1+02 +1 +02+1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 1 +C2+1+f +1 3 1+02 +1 +C2 +1 3 1 +52+1 +02+1 3 H. 13/16" LAMI IG - 1J8° OR 3/16° A, 5/18° OR 3/8" SPACE, 5/18° LAMI - (1/8'A,.090, 1/8° HS) 1 +5x+1 +02+1 3 1 +5x+1+32 +1 3 1 +( +1+01+1 3 1 +52+1 +02+1 3 1 +C2 +1+12+1 3 9+01 +1 +02+1 3 I. 13116" LAMI IG -1/8° OR 3/18' A, 5/16"' OR 318' SPACE, 5/18° LAMS - (1/8° HS,.080,1/8" HS) J. 13/18° LAMI 10 - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/18° LAMI - (3118° A,.090, 3/18" A) 1 +02+1 +52+1 3 1+02+1+52+1 3 1 +52+1 +02+1 3 1 +52+1 +C2 +1 3 1 +52+1 +52+1 3 1 +51+1 +53+1 3 K.13/16" LAMI IG -118° OR 3118° A, 3118" OR 9/4" SPACE, 7/18° LAMI - (3/18° A,.090, 3118" HS) 1+C2 +1 +C2 +1 2 1 +C2 +1+52 +1 2 1 +52+1 +C2+1 2 1 +52 +1 +52+1 2 1 +02+1 +02+1 2 1 +52 +2+52+1 L 13/18" LAMI 10 - 1/8" OR 3116' A, 3/16" OR 114° SPACE, 7M8" LAMI - (3116° HS ,.090, 3116° HS) 2 1+02 +1 +02+1 3 1 +02+1+02 +1 3 1 +52 +1 +C2+1 3 1+02+1 +02 +1 3 1 +C2 +1 +02+1 3 1 +52 +2+52+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +52+1+52+1 3 1+52 +1+(2+1 3 1 +02+1 +52+1 3 1+C2+1 +02+1 3 1 +52+1 +52+1 3 1 +52+2+52+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1 +52+1+02 +1 3 1 +02+1+52 +1 3 1 +02+1+02+1 3 1 +C2 +1+02+1 3 1+02 +1 +52+1 3 1 +C2 +2+52 +1 3 HEAD & SILL: 101/2" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +52+1 +52+1 3 1 +52+1+02+1 3 1+{2+1 +02+1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +C3 +2+C3+1 3 25 3J4` MAX. FROM CORNERS. JAMBS: 8° MAX FROM CORNERS AND 221/1° MAX O.C. 1 +02+1 +02+1 3 1 +52.1 +52 +1 3 1+02+1 +(2+1 3 1+C2+1+C2+1 3 1 +(2+1 +02+1 3 1 +C3+2+C3+1 3 TABLE KEY: ,q.uwx x..3 48,000 50.825 54.000 60.5 p 83.000 14 2 +2+0x+1 1 +02+2+02+1 2 1 +C2 +1+52+1 3 1+02+1+02 +1 2 1+(2+2+02+1 3 1 +(x+2+02+1 2 1+02+2+52+1 3 1 +C2 +2+(2+1 2 1+02+2+02+1 3 1 +02+2+52 +1 2 1 +C2 +2+52+1 3 1 +C2 +2+(2 +1 2 X 0 X 3 I1+q +4 +p +1 1 3 (•--- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUAM fTY. 1 +0x+2+C2 +1 3 1+02+1+02+1 3 1 +(2+2+5x+1 3 1+02+2+02+1 3 1+(2+2+02+1 3 1 +02+2+02 +1 3 1 +02+2+02 +1 3 1 +52+1+52 +1 3 1+01+2+02+1 3 1+52 +2 +52+1 3 1 +02+2 +02+1 3 1 +03+2 +53 +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) 1+.02 +2+52 +1 3 1+02 +1 +52+1 3 1+02+2+02 +1 3 1 +0x+2+02+1 3 1+52+2+(2+1 3 1 +C3 +2+03+1 3 1 +02+2 +02+1 3 1+02+1+02 +1 3 1+C3 +2+03+1 3 1+53 +2+53+1 3 1 +52+2+02+1 3 1 +03+2+03+1 3 1 +(2 +2+02 +1 2 1 +(2+2+(2 +1 2 1+02+2 +02+1 2 1 +02+2+(2+1 2 1+52 +2K2 +1 2 1 +C2 +3+(2+1 2 1 +C2 +2+02 +1 3 1 +C1 +2 +02+1 3 1+02 +2+02 +1 3 1 +02 +2 +02+1 3 1 +02+2 +0x+1 3 1 +03+3+03+1 3 1 +52+2 +02+1 3 1 +02+2+52 +1 3 1+2+2+02 +1 3 1+02+2+02+1 3 1+02 +2+02+1 3 1 +03+3+53+1 3 1+(2 +2 +C2 +1 3 1 +02 +2+02+1 3 1+0x+2 +52+1 3 1 +(2+2+(2+1 3 1 +02 +2 +02+1 3 1 +54+3+54 +1 3 25 3/4' max. (+-3° MIN. 1 +02+2+(2 +1 3 1 +02+2 +52 +1 3 1 +53+2+03+1 3 1 +03+2+03+1 3 1 +02+2+(2+1 3 1 +54+3+04+1 3 PAUruCT t:,RR °ED as ranp; :,;; with the Florida A `' - A 0 1 m tion aZ o o X 40 " i f i f- - ..., 1 Iii - 1-- --1-1— 1 +52+2 +02+1 3 1+02+2+02 +1 3 1 +03+2 +53+1 3 1+03+2+03+1 3 1 +{2+2+02+1 3 1 +54+3+54+1 3 8 " REF. X O --- 1 +02+2 +02+1 2 1 +02+2 +52+1 2 1+01+3+02+1 2 1 +52+3+02+1 2 1+02+3+02 +1 2 1 +52+4+02 +1 2 7--- 1+52 +3+52 +1 3 1 +02+2 +52+1 3 1+03 +3+53+1 3 1 +53+3+53+1 3 1+52+3+52+1 3 1+53+4+03+1 3 MTG Rm TyP,, 1 +02+3+02 +1 3 1+02 +2+02 +1 3 1 +53+3+03 +1 3 1 +03+3+03+1 3 1 +53+3+03+1 3 1 +03+4+03+1 3 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 1 +53+3+03 +1 3 1+02 +2+02+1 3 1 +53+3+53+1 3 1 +53+3+03+1 3 1+53+3+53+1 3 1+04+4 +54+1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +04+3+04+1 3 1 +01+3+04+1 4 1 +03+3+03 +1 3 1 +04+4+04 +1 3 1+03+3 +53+1 3 1 +02+2+52+1 3 1+04+3+04+1 3 1+04 +3+54+1 4 1 +C4 +3+54+1 3 1 +55+4+05+1 3 ---- 25 3/4" MAX 111.000x 38.375 '- --- 1 +02+3+12+1 2 1+02+2+C2+1 2 1 +52 +3+02+1 2 1 +52+3 +02+1 3 1+02 +3+02+1 2 1 +(2+4+(2+1 2 1/2 TYP. F�3 MIN. 1 +02+3+02 +1 3 1+52+2+02+1 3 1 +03+3+03+1 3 1 +03+3+03 +1 3 1 +52 +3+52 +1 3 1+C3 +4 +03+1 3 1 tylt 1 1 t 8° REF. I ii 1 /6/7 Robert I., S , P.E. PE 039712 Mutual 1 +52+3+(2 +1 3 1 +02+2+02 +1 3 1 +53+3+53+1 3 1 +53 +3+53+1 3 1 +53+3+03+1 3 1+53 +4+03 +1 3 X 1 0 1+03+3+53+1 3 1+12 +2+52 +1 3 1+53+3+03+1 3 1+53 +3 +53+1 3 1+53 +3+53+1 3 1 +03+4 +54 +1 3 ------ 1 +03+3+53+1 3 1 +(2+2+02 +1 3 1 +04+3 +54+1 3 1 +04+3+0:4+1 4 1 +53+3+03+1 3 1 +54+4 +01 +1 3 MTG, RAIL, TYP. 1 +53+3+53+1 3 1+02+2 +52+1 3 1 +04+3+04 +1 3 1 +54+3+04 +1 4 1+04+3+04 +1 3 1 +05+4+56+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ao. 4f9smT UPDATE TABLE a, SELECT DUE ro ANCHOR CAP. .wJ ANCHORAGE SPACING, XOX11 /4-1/2-1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ;; snsme .. 2/207538 REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS y � NOKO +1 30210 Vat* !fetter ADD IONS GLASS TYPES G THAW P.O. �x 3sze SPACE DIM 1 L NOxor�S, FL 3�T0 s.�voa,e Fdt790 Sankt NTS set i 8 s 11 ammetis a: ( 4127 -10 I C ANCHOR QUANTITIES, XOX (1/31/3 -113) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 - 1/4 ELCO 884 CRETE -FLEX 3 - 612 STEEL SCREWS (G5) ANCHOR TYPE r &SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJ,X L 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, 'ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW S12E W r 14 HEAD & SILL Si H EAD & SILL ¢ - HEAD & SILL - AD 8 SIU- WA DS -, 2 HEAD & SRI. 2 HEAD & SILL 4 2. GLASS TYPES: A. 5/18" LAMI - (118° A,.090, U/8 A) -. B. 5/18" LAMI - (118 A,.090,118 HS) 1+C2+1+C2+1 2 1+C2 +1+02 +1 2 1 +02+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1+C2 +1 2 1+01 +1+02 +1 2 C. 6/16 LAMI - (1/8 HS,.090, 1/8" HS) 1+C2+1tC2+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+02 +1+02 +1 E . 7M8°LAMI- (3/1'A .�0,3 3 E. 7116" LAMI - (3M66 A,.080, 3/18(16 ' HS) 1+C2+1+C2+1 3 1 +C2 +1+C2 +1 3 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +02+1 3 F .7 /18° LAM! - (3 /18 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+C2 +1+02 +1 3 1+C2 +1+C2 +1 3 1+02+1 +02 +1 3 1+02 +1+02+1 3 G.13/16 LAMI IG -1/8" OR 3/16" A, 5M8° OR 3/8 SPACE, 5/18° LAMI - (1/8' A,.090,1/8 A) 1 +02+1+02 +1 3 1 +C2 +1 +02+1 3 1+02+1 +02 +1 3 1+02+1+02 +1 3 1+02 ±1 +C2 +1 3 1+02 +1+(2+1 3 H. 13116 LAMI 10 - 1/8 OR 3/13' A, 6/16 OR 3/8 SPACE, 5/16" LAMI - (1/8 A,090,1/8' HS) 1 13/16' LAMI 1G -1/8 OR 3(16 A. 5/13° OR 3/8" SPACE, 5/18 LAMI -(1/8" HS HS) 1+02 +1 +(2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1 +t2 +1 +( +1 3 1 +C2 +1 +CL +1 3 1+C3+1+03+1 „090,1/8” 3 J. 13/16' LAMI IG - 1/8" OR 3116 A, 3/18 OR 114 SPACE, 7/16" LAN] - (3/18 A,.080, 3/16 A) 1 +C2 +1 +C2+1 2 1 +C2+1 +C2+1 2 1 +02+1++2 +1 2 1+02 +1 +02+1 2 1+C2+1+C2+1 2 1+02 +1+02 +1 2 K 13/16 LAMI K3 - 1/8' OR 3/16' A, 3/16 OR 1/4' SPACE, 7/16" LAMI - (3/16 A„090, 3118' HS) 1+(2+1 +C0 +1 3 1 +C2 +1+02 +1 3 1 +C2+1+C2 +1 3 1+02 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +02+1 +02+1 3 L 13/18' LAMI IG -1/8° OR 3118° A, 3/16 OR 1/4° SPACE, 7116 LAMI - (3116 HS,.090, 3/16" HS) 1+02 +1 +C2 +1 3 1 +C2 +1+02+1 3 1+02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +02+1 +02+1 3 1 +32 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2+1t02+1 3 1 +02+1 +02 +1 3 1 +02 +1 42 +1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02 +1+C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+32+1+02 +1 3 1+C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1 +03+1 3 1+02 +1 +02+1 3 1+C2 +1 +C1 +1 3 1+02+1 +02 +1 3 1+02+1 +C2 +1 3 1+C2+1+C2+1 3 1 +03+1 +03+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE ° FROM CORNERS 80.0036 38.378 48.000 50.625 54.000 80.000 83.000 1+02 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1+02.1 +C2 +1 2 1+02+1+0 2+1 2 1+02 +1 +02+1 2 1+02+1+0+1 2 JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 1 +C2+1 +02+1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1+42.1 +02+1 3 1+02 +1 +02+1 3 1+C2 +1+02+1 3 TABLE KEY: 1+C2+1+C2+1 1 +(2+1+01+1 3 1 +C2 +1+C2+1 3 1 +02 +1+02 +1 3 1+02+1+02+1 3 1+01+1 +02+1 3 1+C2+1+C2+1 3 1+02+1+02 +1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +02+1 +(2+1 3 1+C3+1+C3+1 3 X. O X 3 11+03 +1 +03+1 13 Fr--ANCHOR QUANTITY PER JAMB 1 +02 +1+02 +1 3 1+C2 +1 +C2 +1 3 1 +C2+1+02+1 3 1 +C2 +1+02 +1 3 1 +02 +1+02 +1 3 1+C3+1+C3+1 3 D SILL 1 +02+1+2+1 3 1 +02+1 +02+1 3 1+(2 +1+02+1 3 1 +03+1+03 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +04+1 3 HEAD S ES 2 1+02+1+02+1 2 1 +C2+1 +C2 +1 2 1 +02+1 +02+1 2 1+02+1 +02+1 2 1+42 +1+02 +1 2 A CLU8T ER OF (33) ) ANCHORS C CEN ENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. ( ANCHORS TOTAL AT HEAD AND SILL (3 MIN. O.C. ANCHOR SPACING) 3 1+02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1+02+1 +02+1 3 1 +02+I +02 +1 3 1 +C2 +1+C2+1 3 3 1 +02+1 +02+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +02+1 3 1 +02+1+C2 +1 3 1+0;3+1+0341 3 3 1 +02 +1+02+1 3 1+C2+1+C2+1 3 1+02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +03+1+03+1 3 3 1+02 +1 +C2 +1 3 1 +02+1 +02+1 3 1+03+1+03+1 3 1+02 +1+02+1 3 1+03+1 +03+1 3 3 1+02 +1+02+1 3 1 +03+1 +03+1 3 1 +03+1+03 +1 3 1+02.1 +02+1 3 1+03+1+03+1 3 2 1 +C2+1+C2+1 2 1 +C2+1 +C2+1 2 1+42.1 +C2 +1 2 1 +02 +1 +02+1 2 1 +02+1+02+1 2 I 125 3/4° MAX — '1I- --3° MIN. 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+01 +1+02+1 3 1 +02 +1 +02 +9 3 1+C3+1+03+1 3 _ PaOrl.` REVISES) as r_r;eit va with i3w klaHda Doming Corte '�xo No 8 S.o4 + 02+1 F+.. � •p rado,Dmo t #'?J /f oq 3 1 +02+1 +32+1 3 1 +32+1 +02+1 3 1+02 +1+02+1 3 1 +02+1 +02+1 3 1 +02+1+03+1 3 1 141 X t tit O -- -- -.L,--__—/ 1 A 3 1 +(2+1+(2+1 3 1+02 +1 +02 +1 3 1+02+1+32 +1 3 1+(2+1 +C2 +1 3 1 +03+1 +03+1 3 V REF. 3 1 +02+1 +02+1 3 1 +03+1+03+1 t1+03+1 3 1+03+1+C3+1 3 1 +C2+1 +C2+1 +0 3 1 +1 +03+1 3 T ' ' . --�_ 3 1 +(2+1 +02+1 3 1 +03+1+03 +1 3 1 +02+1+03+1 3 1 +C2 +1 +02+1 3 1 +C3+1 +03+1 3 W/ QTY. KEY MAX OF (3) ANCHORS ABOVE) 2 1+02+1+02+1 2 1 +02 +1 +02+1 2 1 +02+1+02+1 3 1 +02 +1+42 +1 2 1 +32 +1 +(2 +1 MTG. RAIL, 2 EXAMPLE TYP. CLUSTER IN TABLE 3 1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1+02 +1 3 1+02+1+02+1 3 1+03+1 +03+1 3 3 1 +02+1+02+1 3 1 +02+1+02 +1 3 1+02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +C3 +1+03+1 3 (SHOWN t, '� 10 3 1+02+1 +02+1 3 1+03+1 +03+1 3 1 +03+1 +02+.1 3 1+02+1 +C2+1 3 1+03+1+03+1 3 3 1+02 +1 +02+1 3 1 +03+1+03+1 3 1 +03+1+03+1 4 1+03+1 +03+1 3 1+33+1 +33+1 3 253/4' 3 1+32 +1 +C2 +1 3 1 +C3+1 +03+1 3 1+03 +1 +03 +1 4 1+03+1+03+1 3_1 +C4 +1+C4 +1 4 —..-4 1 TYP. I+-3" MN. 2 1 +02 +1 +02 +1 2 1 42 +1 +02+1 2 1+02 +1+02 +1 3 1+32 +1 +02 +1 2 1 +32+1 +02+1 2 __- - X �/ 1 �� res ®7 Robert L Clerk. P.E. PE #38712 Structural 3 1 +02 +1+02 +1 3 1+(2+1 +02 +1 3 1+02 +1+02 +1 3 1 +C2 +1 +(2++1 3 1tC3+1 +03+1 3 8 REF. 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1 +02 +1 +02+1 3 1 +C3 +1 +03+1 3 3 1 +32+1 +02 +1 3 1 ++1 +1 +03 3+1+03+7 3 1+03+1 +03+1 3 1 +02 +1+33 +1 3 1 +33+1 +03+1 3 1 +(2+1+02 +1 3 1+03 3 1 +03+1+03+9 4 1 +3+1+03+1 3 1+04 +1 +03+1 4 MTG L . 3 1 +C2 +1 +02+1 3 1+03+1+03+1 3 1+03+1 +3 +1 4 1 +33+1+03+1 3 1+C4+1+C4+1 44 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS "° F.. K - 2"X 41 16(07 UPDATE TAtL5 , SELECT VALUES DUE TOANC CAP.ADJ. ANCHORAGE SPACING XOX (1/3-1/3-1/3) n. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT , 10!17/06 13#t!s 26808 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS O 1070 TECMNOI NOKOtNS,+1. DRIVE 3428 P.c. eox t8ae NaKOra®. 2"t 34274 Visibly Bettor ADD DtMENS1ONS SPACE GLASS TYPES G T►tRt1L ato — g� HAM NTS 1 8°B" 9 m 11 "... ( 4127-10 °Y2" Q ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES 1 - 1/4' ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (GS) 2. GLASS TYPES: A. 5/16" LAMI - (118' A,.090, 1/8° A) 8.5/16' LAMI - (1/S" A-090, 1/8° HS) C. 5118° LAMI - (118° HS,.090, HS) D. 7/16' LAMP - (3116° A,.090, 3116° A) E. 7/16' LAMI - (3/16' A,.090, 3/16' HS) F. 7/18° LAMA - (3118° HS,.090, 3/18° HS) 0.13/18' LAMI 10 -1/8' OR 3/16° A, 5/18° OR 3!8" SPACE, 5/16' LAMI - (1 /8' A,.090,118' A) H. 13/16' LAMI 10 - 1/8" OR 3/16" A, 5/16° OR 3/8" SPACE, 5/16° LAM! - (1W° A,.090,1/8' HS) I. 13116° LAMI IG -1/8' OR 3/18° A, 5116° OR 3/8" SPACE, 5116' LAMI - (118° HS,.090,118° HS) J.13116° LAMI IG -1/8° OR 3118° A, 3/18° OR 1!4' SPACE, 7/16° LAMI - (3/18° A,.090, 3118" A) K 13!16" LAMI 10 - 1/8° OR 3116° A, 3/16' OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090, 3/18' HS) L 13/16" LAMI IG -1/W OR 3/16" A, 3118" OR 1/4' SPACE, 7116° LAMI - (3116° HS,.090, 3/18° 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. 18 3/4' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: 0 X ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, OONC 1, CONC 2,3, WOOD Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W w H 1119 Qw3H sewer 1118 Qw3H Sewer 11Is Qw3H sawwr HEAD & SILL 11198 Qw3H sewwr sewer 1119 aw3H JAMBS 37.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02 +1 2 1+02 +1 2 1+C2 +1 2 1 +02 +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 +02 +1 3 1+02 +1 3 1+02 +1 3 1 +02 +1 3 1+02 +1 3 '4+02 +1 3 1+C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2+1 3 1+02 +1 3 1 +C2 +1 3 1 +02 +1 3 1+03+1 3 1+02 +1 3 1 +C2 +1 3 1+03 +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 46.000 X 38.375 48.000 50.825 54.000 80.000 83.000 1!02+1 2 1 +C+1 2 1 +02+1 2 1 +02+1 2 1 +C2 +1 2 1+02 +1 2 1+02 +1 3 1 +C2+1 3 1 +02 +1 3 1 +02+1 3 1 +C2 +1 3 1 +02 +1 3 1+02 +1 3 1+02 +1 3 1+03 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +C1 +1 3 9 +(;2+1 3 1+C3+1 3 1 +02 +1 3 1 +02+1 3 1+03 +1 3 1+03+1 3 1++02+1 3 1 +03 +1 3 1+03 +1 3 1 +02 +1 3 1 +03 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1+02 +1 3 1 +03+1 3 53.125 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1+02 +1 2 12+C3+2 1 3 ANCHOR QUANTITY PER JAMB - PRODUCT RBVISUD en amnutr, with lUa Florida A mb NO - : . ,, S• ©9 SupiratianDatc " 1 +02 +1 3 1+02 +1 3 1+03 +1 3 1 +02+1 3 11 +02 +1 3 1 +C3+1 3 t HEAD AND SILL ANCHOR QUANTITIES 1 +62 +1 1 +03+1 3 3 1 +C2 +1 1 +02+1 3 3 1 +C3 +1 1+03 +1 3 3 1+02 +1 1 +03+1 3 1 1+02+1 3 1 +C2 +1 3 3 1 +03+1 1 +C3+1 3 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL 1 +03+1 4 1 +02+1 3 1 +03+1 3 1 +C3 +1 4 1+02 +1 3 1 +03+1 3 PLUS (2) ANCHORS AT OPERABLE NRSO SECTION. (7) A ANCCHHOORS T TOTTAA L AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) 1 +03+1 4 1 +03 +1 3 1 +04 +1 3 1 +03 +1 4 1 +03+1 3 1+04 +1 3 1+02 +1 3 1 +02 +1 2 2 +02+2 2 1 +02 +1 3 1+C2 +1 2 2+02 +2 2 1 +C2 +1 3 1 +02 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +02 +1 3 2 +03+2 3 1 +03+1 3 1 +02 +1 3 2 +03 +2 3 1 +03+1 3 1 +02 +1 3 2 +03+2 3 I 83/4°MAX 1 •-3' MIN. 1 +03+1 4 1 +02 +1 3 2 +03+2 3 1 +C3 +1 4 1 +C2 +1 3 2+03 +2 3 1+03 +1 4 1 +03+1 3 2 +04+2 4 1 +C3 +1 4 1 +03+1 3 2 +04 +2 4 .L_ 1 1 e° REF. 1 +03+1 4 1 +C3 +1 3 2 +04+2 4 1 +03 +1 4 1 +C3 +1 3 2 +04+2 4 X O _ 66.000 x 38.375 48.000 50.625 54.000 80.000 83.000 2+02 +2 3 1+02 +1 2 2 +02+2 3 2 +02 +2 3 1 +02 +1 2 2 +02+2 3 2+C2+2 4 : +1 3 1+2 3 2 +02+2 4 1 +C2 +1 3 2 +03+2 3 MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 1+2 4 : +1 3 1 +2 3 2+03+2 4 1 +02 +1 3 2 +03+2 3 1+2 4 +1 3 2+C3+2 4 2 +03+2 4 1 +C2 +1 3 2 +C3+2 4 (SHOWN IN TABLE KEY ABOVE) L'g - OP U .,:,;, f 1 +2 4 +1 3; +2 4 2+03 +2 4 1 +C3 +1 3 2+04 +2 4 1T..J+1 4 1+C3+1 3 2+C4+2 4 2 +C3 +2 4 1+03 +1 3 +2 4 183/4° MA X. 1 74.000 x 38.375 48.000 50.825 54.000 80.000 63.000 2 +02+2 3 2+02 +2 2 - 2 +02+2 3 2 +C2 +2 3 2 +C2 +2 2 _2+04 2 +02+2 3 I tl2° TYP -+1I I-*-3' MIN. -11 2 +03+2 - 2+02 +2 - 2+03 +2 - 2 +03+2 • 2 +C2 +2 - 2 +03+2 • 1 1 3" R x o - 47 / 0 ------- / ¢�/ J %I ` s Robert L Clad,, P.E. PE +39712 Structural 2+03 +2 2 +03+2 2 +03+2 • 4 • � 2 +02 +2 2 +03 +2 11 +C3 11 2 +C3 +2 2+04+2 N c t+3 0.1 I c) V V' 2 +03+2 2 +03 +2 2+02 +2 2 +03 +2 N N � a 2 +C3 +2 2 +C4 +2 V' V' ['- 1 ` 2 +04+2 2 +03+2 2 +03 +2 2+04 +2 MTG RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +03 +2 4 +03+1 2+04 +2 2 +04 +2 2++2 03 2 +04 +2 ENE MG, ra9IF� TO 6, s SECT vat+sES DUE ronfrcxoRCnP. our ANCHORAGE SPACING, OX AND XO WINDOWS Tom' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT IiEYISEANCHORAf3EFQRMAAT ,hfFAD631tLf+r.USTER3 1070 OEC .txav carve NOIC06t�.Fl - 3YL78 Visibly Better ADD SPACE DIMENSIONS TYPES G »u L. P.C. 1I NOKOIAiB. FL 3+274 aw+ra8naec raw mmc shoo NTS 1 10 a 11 bm°brNt I 4127 -10 I C • I— 13/4° MIN. E.D. TYP. NOTES: MIN. 3.4 KSI ` 1 2x WOOD NOTE 3 1 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO © TAPCONS EMBEDED 13/8° MIN. OR 1/4° 8S4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM CONCRETE MIN. ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. • .,:: NOTE 1 1x WOOD n 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114' SS4 CRETE -FLEX WITH BUCK, 73 © #12 TRIMFIT HEAD. NOTE 3 I.� 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS MAX 1/ 1i4" THAN 1 1/2". 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. X MAX J WOOD BUCKS DEPICTED AS 2x ARE 1 12° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM • NOTE 1 I „ ' 13/4" MIN. • • MIN 34 KSI J E.D. TYP. O CONCRETE DETAIL WOOD ANCHOR. NOTE 2 TYPICAL FLANGE FRAME SILL SECTIONS DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1/4° MAX. �- SHIM 13/8" MIN. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL. FLANGE FRAME JAMB SECTIONS A 2x WOOD s BUCK, DETAIL D NOTE 3 — — — 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. (1.5 KSI CMU) OR PER NOTE 1 cQ (3.4 KSI CONCRETE) 13/4' EXTERIOR INTERIOR [� a MIN. ED ( & SILL DETAILS TYP. 7 1 4 (JAMB DETAILS E. F & I) EXTERIOR 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -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 ANCHOR TYPE 2 MAY BE USED. DETAIL H •(HEAD !NAILING .131 DIA. MIN. x 212' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL)® DETAIL I (JAMB) , TYPICAL INTEGRAL FIN FRAME SECTIONS Ae::Fu NO ' atlas Data Ambler F.K 14/1 7 Renew - � FK "E;;E4. F'JC. mew,ar. FJC 10117/48 bola 5/1358 7118/08 Rcvlskar RoW1an, gatkar A aed°eai J.J. D I.F. FR hlt i CHaa0 STOP Cl/RR�Vf REV/SEEDGE OIST: , EMBEDMENT& SHT. REFERENCES ADD NOTE 3/23/06 /2 l 1010 TECNNOLOOY ORME NOKOMIS, FL 34070 P.O. BOX Nos NOKOMIS, FL 34214 Visibly Bows ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT el , P.1.0014 ante I mea: I a.nna. HR710 Half 11 • 11 I 4127 -10 Robot L C13tk, RE PE #38712 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Reef Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Se Ft) - 35 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 25 30 35 0 -15 ft -50.4 +46.5 - 492 +45.2 - 48.3 +44.4 - 47.6 +43.7 •47.1 +43.1 -48.6 +42.7 362 +42.3 --45.9 +41.9 -45.5 +41.5. 0 -15 ft -622 +48.5 -59.8 -58.0 +45.2 +44.4 -56.7 +43.7 - 55.6 +43.1 - 54.6 +42.7 - 53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -51.1 +47.1 -49.8 +45.9 -49.0 +45.0 - 48.3 +44.3 - 47.7 +43.7 - 472 +43.3 -46.8' : +42.9 -48.5 +42.5 -462 +42.2 6 0.6 -- 16 ft -631 +47.1 - -58.8 +45.9 +45.0 -57.5 +44.3 -56.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -532 +422 18 ft -52.4 +48.3 - 51.1 +47.0 -502 +48.1 - 49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 •47.7 +43.8 -47.3 +43.2 18 ft -84.6 +48.3 - 82.1 -80.3 +47.0 +46.1 -58.9 +45.4 - 57.8 +44.8 - 56.8 +44.3 -55.9 +43.9 -55.2 +43.8 -54.5 -54 +43.2 20 ft 53.5 +49.4 522 +48.1 51.3 +47.1 - 50.6 +48.4 50.0 +45.8 39.5 +45.3 - 49.1 +44.9 -48.7 +44.5 -48.4 +442 20 8 -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -602 +46.4 -59.0 +45.8 -58.1 +45.3 572 +44.9 56.4 +44.5 55.8 +442 22 ft - 54.6 +504 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 50.5 +48.3 -50.1 +45.8 -49.7 +45.4 - 49.4 +45.1 22 ft -67.4 +50.4 54.8 -62.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -592 +48.3 - 58.4 +45.8 -57.6 +45.4 56.9 +45.1 24 ft 55.6 +51.3 - 54.3 +49.9 53.3 +49.0 - 52.8 +48.2 52.0 +47.6 -51.5 +47.1 - 51.0 +46.7 50.6 +46.3 -50.3 +45.9 24ft - 68.7 +51.3 - 66.0 -64.1 +49.9 +49.0 52.6 +482 -61.4 +47.8 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft - 56.6 +522 552 +50.8 542 +49.8 53.5 +49.1 52.9 +48.4 -52.3 +47.9 51.9 +47.5 -51.5 +47.1 51.1 +48.7 26ft -69.8 +52.2 - 87.1 55.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +475 -60.4 +47.5 -59.6 +47.1 -58.9 +48.7 28 ft -57.5 +53.0 - 56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 28 ft -70.9 +53.0 - 682 -882 +51.6 +50.6 54.6 +49.8 - 63.4 +49.2 -62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -58.3 +53.8 - 56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 52.7 +48.1 ft -72.0 +53.8 592 -67.1 +52.3 +51.3 55.8 +50.6 -64.3 +49.9 -632 +49.4 - 82.3 +48.9 -81.5 +48.5 -80.7 +48.1 32 ft 59.1 +54.5 -57.7 +53.1 -56.7 +520 -55.9 +51.3 -552 52 +50.6 - 54.7 +50.1 -54.2 - 543.8 +49.6 5 +49.2 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 -86.5 +51.3 -65.2 +50.6 -64.1 +50.1 -83.1 +49.6 -82.3 +492 -81.6 +48.8 34 ft 59.9 +55.2 58.4 +53.7 57.4 +52.7 56.6 +51.9 55.9 +51.3 -55.4 +50.7 - 54.9 +50.2 54.5 +49.8 54.1 +49.4 ft -73.9 +55.2 -71.0 58.9 +53.7 +52.7 -67.3 +51.9 -66.0 +51.3 54.9 +50.7 - 84.0 +50.2 -83.1 +49.8 -82.4 +49.4 38 ft 40.6 +55.9 -59.1 +54.4 - 58.1 +53.3 57.3 +52.5 58.6 +51.9 -58.1 +51.3 - 55.6 +50.8 55.1 +50.4 54.8 +50.0 ft -74.8 +55.9 -71.9 59.8 +54.4 +53.3 - 88.1 +52.5 -68.8 +51.9 -65.7 +51.3 54.7 +50.8 -63.9 +50.4 53.1 +50.0 38 ft -61.3 +56.5 59.8 +55.0 - 58.7 +54.0 57.9 +53.1 57.3 +52.5 56.7 +51.9 -582 +51.4 - 55.8 +51.0 55.4 +50.6 ft -75.7 +56.5 -72.7 -70.8 +5541 _ +54.0 -68.9 +53.1 -67.6 +52.5 -68.5 +51.9 55.5 +51.4 -64.8 +51.0 -83.8 +50.8 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 - 58.6 +53.7 -57.9 +53.0 -57.3 +52.5 - 56.8 +52.0 -58A +51.5 -58.0 +51.1 40 ft -76.5 +57.1 -73 5 -71,3 +55 4+64 -69.7 +53.7 -68.3 +53.0 572 +52.5 582 +52.0 55.3 +51.5 -64.5 +51.1 42 ft -82.6 +577 -61.1 +562 -60.0 +55.1 -592 +54.3 58.5 +53.8 57.9 +53.0', - 57.4 +52.5 57 ; +52 _" " 42 ft ft -77.3 +57.7 -78.0 +58.3 -74 r 1,z +58 il-?t -75.0 -72. +58.7 +55.7--+848 79.4 +543 -710 -69.0 +53.8 59.7 +54.1 -67.9 +53.0 - 88.5 +53.5 - 88.9 +52.5 -67.5 +53.0 - 86.0 +52.1 58.6 +52.8 -65.2 +51.7 -85.8 +52.2 44 ft - 632 +58.3 -61.7 +58.7 - 80.6 +55.7 -597 +54.8 59.1 +54.1 585 +535 _ - 58.0 +53.0 57 +52 48 ft - 63.8 +58.8 -62.3 +57.3 -612 +582 - 60.3 +55.3 59.6 +54.6 59.0 +54.0 -58.5 +53.5 58 +59 ft -78.8 +58.8 -75.74. 7aS +57..2 -1.8 a -70.4 +54.6 -69.2 +54.0 -68.2 +53.5 57.3 +53.1 -66.5 +52.7 48 ft - 64.4 +59.4 -62.8 +57.: •; 63_Y - +567 - :13-8„, 8 -60.1 59.8 -59.0 1+54.0 58 +53. +53.1 48 -79.5 9.4 -76.3 .1 - +57.8 658' -71.0 +55.1 -69.8 +54.5 - 68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -64.9 +59.9 -63. " +58.3 422 +57.2 [� +56.3 0, r °-: 9.5 +• ' 5 59. +54.: 587 ',+53.6 -802 9 . 9 -77.0 .8 + 5 8 . 3 4 6 7 ' 73 0 \ -71.6 .3 . +55.6 -704 +55.0 594 +54.5 - 88.5 +54.0 -87.8 +53.8 5 : 52 ft -85.5 +60.4 -63.8 +58. 157.8 51 58- -612 r 60 X 60.0 59.61 +54. ` -592 +54.0 52 .15 0.4 -77.6 75 4 +58.8 6 7 • ' -722 -71.0 +55.4 585 +545 595 +54.5 -682 +545 + 5 -685 +60.8 54.4' +592 . f +681 --62.4 +57.2 - . .O +56.5 +55.9 i.5 1 .4 -80.1 +54. 59.8 +54.5 1.5 8 -78.3 +59.2 8.1 - -72.8 +57_____2 +565 ' -73.3 +57, +56.9 -71.6 +55.9 -72.1 +58.3 -70.5 +55.4 -1.0 +55.8 - 895 +54.9 - 70.1 +55.3 -68.7 +54.5 59.3 +54.9 56 ft - 68.5 +61.3 -64.9 +59.7 +a :" +5 7 ; ;2.1 -61„5T..41.0 465.8 5-786___=7.4.£1,,/. 0. +55.1 -80.1 +54.9 T 2.1 61.3 -78.9 +59.7 8.5 +56.9 +56.3 60 ft - 875 +622 - 65.8 +60.6 -84.7 +59.4 . ;-.: - 63.0 -624 am. - 415 ±8.6 -81. +58.! -61 +55.7 , 1833 1822 -80.0 x75'9' : -74.4 +60.6 / g q 8,5%' +57.8 -732 +57.1 -72.1 +56.6 -71.1 +58.1 -70.3 +55.7 03/02/2009 - 5b1pm troyb F: \03 Elements \10 Loading \11 Caiculators\ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN'' ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT a / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = + / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION' OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC I IF REQUIRED. I I ®I ® I-E 1 ELEVATION 1 WALL ZONE FIGURES PEAK ROOF HEIGHT MEAN ROOF HEIGHT 0 -s 5, m m m n Z REMARKS INIT ISSUE REVISE FOR 07 FBC DAN CHKD DA CL FLBS; '* 02723/09 TSB FLB THIS DOCUMENT I6 THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89886