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WS-08-1553Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138-0000 Phone: (305)795 -2204 700 96 1132060142110 Miami Shores Village, FL Block: Lot: Owner Information Address Parcel Number 700 NE 96 ST MIAMI SHORES FL 33138 -2520 LOIS BUTLER Contractor(s) Phone CeII Phone ALLSTATE BUILDING & REMODELIN( (305)342 -2503 Type of Work: WINDOWS /DOORS No of Openings: 6 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $160.00 $6.00 $4.00 $173.20 $ 0.00 $ 0.00 Payment Type : Authorized Signature : Owner / Applicant / Contractor / Agent Building Department Copy Total Amt Paid Amt Due $ 0.00 (305)905 -5236 Applicant Valuation: Total Sq Feet: LOIS BUTLER Phone CeII S P 2 22 8 IAMB SHORES VILLA E $ 4,000.00 0 Available Inspections: Inspection Type : Final 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work . OWNERS 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 . Futhermore , I authorize the above -named contractor to do the work stated . September 11, 2008 Date Thursday, September 11, 2008 1 71\pl � �s. os g :53 a BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 7 c= q _ c City 'I�. t 8 tom. l tt0t6D 1 L. Job Address (where the work is being done) Value of Work For this Permit $ ' (2 Submittal Fee $ /- Permit Fee $ Notary $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department Bond $ Code Enforcement $ Structural Review. $ ''7 O o •AUK' X2008 0 0 Pi CD 1 $ 1/4.3TL Phone # cs — A.'4,- - 1 4 4 eP zip 3 t 4, e Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip 3 3 1 S7 FOLIO / PARCEL # I t 3 (. t a.( 1 Is Building Historically Designated YES NO Contractor's Company Name /1 tE 3 -DC G. Phone # OS) 3,2_ S4 Contractor's Address /7124 j 3 City M /flat/ t State PL Zip 3 2 S Qualifier Name 14 Setzi Phone # 'S., 2 ( 44 ' 2 5 &,3 State Certificate or Registration No. (( C / 572- 3 75 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Permit .No. .114% ter Permit No. Type of Work: DAddition DAlteration ONew epair/Replace 0 Demolition Describe Work: // 41 1)0 Agg * ************ ********* * *** * * * * ** ******* F * * * * ** * * ** * * ** x** **** * * ** * * ** CCF$ 2.41) CO /CC Technology Fee $ 4 Training/Education Fee $ Scanning $ 6 • W Radon $ DPBR $ Zoning $ EP ,� 200 See Reverse side —> hM161\.M' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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. Signatur Owner or Agent The foregoing instrument was acknowledged before me this day of Ay- ,206g,by L 'B 0 4- Lk` °' who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 'y • mm * on My Co 9rd`R Expires 11/28/2010 APPLICATION APPROVED BY: (Revised 07/10/07) Signature q/../61 Sign: Print: My Co -- ' ^'on * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning Contractor The fore oing instrument was acknowledged before me this day of ,20 C.D ��` - who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTICE OF COMMENCEMENT A RECORDED COPY BE POSTED ONTHEAS SITE AT. TIME OF FIRST INSPECTION STATE OF FLORIDA: COUNTY OF MIAMI-DADE: 3. Owner(s). name and address: interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number 5. Surety: (Payment bond required by owner from con it% if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 9. Expiration date of this Notice of ComMencement: • mv DD680 191 . Jr 4' • • Exp■ce, i/28/2010 By 1:3 Individually, or 1:1i as for IJ Personally known, or IJ produced the following type ofidentificat Signature of Notary Public: Print Name: (SEAL) THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance witlittiapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. PERMIT NO. TAX NO. / 3 6 Vzilzxv - L e ; eer -7 t o VERIFICATION PURSUANTTO 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to-the best ottny knowledge and belief. Signature(s) of Owner(s) or Ow_iier(s)'s Authorized who signed above: By Bv <gc.e3c.. r co. 11111111111111111111111 CFN 2006R09 45 1185 OR .Bk 24873 Po 03831 9 ) RECORDED 0W05/2008 kW:29:16 HARVEY RUVIH CLERK OF .COURT MIAMI COUNTY , FLORIDA' LAST PAGE • Space above reseived for use of recording off 1. Legal description of property and Street/address. 7 tio due: 9657 /L-1 i` 9 P13, 0 - - 1 — 2. Description of improvement:cgc 7. Persons within the State of Florida designated by Owner upon whom,notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8: In addition to himself-, .Owners:designates the following person(s) to receivaa copy ofthe LiencirV Notice as.brovided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number . • '(the expiration date Is 1 year from the date of recording unless a different datels specified) WARNING TO OWNER: ANYPAYMENTSFMADE BY THE OWNER AFTER THE EXPIRATION OF THENOTICEOF COMMENCEMENT ARE CONSIDERED IMPROPER' PAYMENTS: UNDER CHAPTER 713, PAFITI; SECTION 713.13.. FLORIDA:STATUTES ANDOAN-RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOYOUR PROPERTY. A NOTICE OF COMMENCEMENTMUSTEE .RECORDED AND POSTED ON THE JOB SrTEBEFORE THE FIRST INSPECTION. IF YOU INTEND TOOBTAIN .FINANCING; 'CONSULT WITH. YOURtENDER ORANATIORNEYEEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. . - Signature(of Owner(- oriOwn r/Director/Parther/Manager By By Print Nark0 Print Name Title/Office Title/Office STATE OF FLO COUNTY OF M The foregoing instrument was acknowledged before me thIS 5 / thy of Oc 4 c>07 Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 8 1553 Job Name Date 8114168" FAA/gat C v n -/1" r A- -rHe 12N 1 /ra us 'To o2 u OD 61J a •u A1 4 • • •..•.. • • ••.•.1 • • • •••1.• 11.1• • • 00000 • • •••... • • 11.1/• • • • 1111.. MLA .RAG COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION t ,.,i� ,. v Ur .1 A 3 3, 1/111 II 1 ,. • : • '.0 3 .:, . >33 VI �3 P/11(111‘. o L .Y. oa000 00000 MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAOLER BUILDING 140 WEST FLAGLER STREET , si 1= 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.bnilibgi deonlin$.c om NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of conduction vials. 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 whet 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 (m areas oter 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 Ming and the AH1 may immediately revoke, modify, or suspend the use of such product or material within their jon. 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, includding the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wall- Almmlm>tm1 Tube Clipped MuDion"L.M L APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Alnnmdnhmn Tube Clipped Mullion", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, beating the Miami Dude County Product Control Renewal Stamp with last the Notice of Acceptance number and won date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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. TEMUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the Aglaia' i , use, puhd/ormanufacture of the product or process. Mime of this NOA as an endorsement of any r ,salerairvertising or any other purposes shall automatically terminate this NOA. Failure to comply NOA shall be cause for termination and removal of NOA. : The NOA number preceded by the words Miami Dade County, Florida, and followed by be displayed in advertising literature. If any portion of the NOA is displayed, then it shall of this entire NOA shall be provided to the user by the manufacturer or its distributors or inspection at the job site at the request of the Building Official. renews NOA #04052&04 and, consists of this page 1 and evidence pages B-1 and E-2, as mentioned above. was reviewed by Jaime D. Gascon, P. E. • • • • • • • • -"' Z0 pc. NOA No 06. 0125.06 Expiralba Date: June 73, 2011 Approval Date Judy* 2006 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, premed by PGT Industries, dated. 04/28/00, with last revision on 051301(6, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixxed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. VFL -2902, dated 01/05101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 052804" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01 /05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a 1x 2 x 3 /" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing • • Laboratory, Ina, Test Report No. FIL -2975, dated 01/23/01, signed and sealed ...... ▪ • • • . py Antonio Acevedo, P.E. • • ' • • • • . `Submitted under NOA# 04. 052804" • • • • G C�t?€ULATIONS • • ... .. • • • 1. ".'Revised Anchor Calculations and structural analysis, complying with FBC -2004, • • • • • • • prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. ▪ •.... Clark, P.E. ...... •... ..: '.•.•' JaiouzD. P.E. Cbiet, Product Contra! Division NOA No 06. 012506 Expiratiion Date: June 28, 2011 Approval Date: July 20, 2106 E -1 • •• • • • • • • •• •••• -• • • ••• • •.••.• • • •••• • • • •••-.. • •• •--.• • • • • • ••• • •••• • • • • ••• •••••• • • • • ••• • • • • - • • • •• •• • •••• • - PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER L Notice of Acceptance No.04- 0525.04, issued to PGT Industries for 1" x Std. Wall - Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. • • • .• • • - • - . - -•.••. •• •• • • •••••• • •••• - .•- •••••• • •••••• • •• • • • • • • E -2 D. Gascon, .E. Chime, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • ... • • • • • • • ••• • • • • • • ••• ANC DETT BOTH • • • • • • • •A!0 •HORS b�i E IL: A • ENDS AND AT BOTTOM MULUONS • • ••• • • • • •• . • • • • •. •• • • • • • • • • • • • •• • • • • • • • • • • • • i- NCHORS DETAIL A • • •• ••• W =W1 +W2 H =H1 +H2 (2) WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR 1414-H2 MULL LENGTH = W OR Wl +W2 M2) MAX OPENING = W OR W1+W2 MULL LENGTH = H1 ••••• •• • • • • •••••• M3) M4) • ANCHORS DETAIL "al C° OR •° AT BOTH ENDS AND AT BOTTOMS H • • W W = Wl +W2 +W3 H = H1+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = Al OR H1+H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = W1+W2 OR W2+W3 MULL LENGTH = Hl 1. THE 33 1 /3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF 77415 PRODUCT. SHEETS 2, 3 AND 5. 1 MULLIONS FOR ANCHORAGE TYPE, 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NOS -2001 FOR W000 CONSTRUCTION ADM -2000 ALUMINUM OESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & ItartU TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING C00E; 2004 EDITION FOR 774E HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. UNITS. Robert 1 P.E. PE Stmotonsi ANCHORS DETAIL v OR D BOTH ENDS ANCHORS DETAIL. °B°, C° OR C° BOTH E i 3 W W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1+W2 MULL LENGTH = H TO BE USED , ONLY WITH PGT 10 FL � P.O. BOX 1529 MEOW FL 34274 QUANTITY AND MULLION LOCATION, REFER TO INDUSTRIES PRODUCTS As Mow 5 & 6 8/08 1 P .JP swifolUalsk MULLS 8 /00 } NTS ULUON H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR OETERMINHG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 1 STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION 1 vi 5 l 6220 • • • • • • •• 0 /1@ / nn ■ W • ... • • • • • • • ••• • • • • • • ••• ANC DETT BOTH • • • • • • • •A!0 •HORS b�i E IL: A • ENDS AND AT BOTTOM MULUONS • • ••• • • • • •• . • • • • •. •• • • • • • • • • • • • •• • • • • • • • • • • • • i- NCHORS DETAIL A • • •• ••• W =W1 +W2 H =H1 +H2 (2) WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR 1414-H2 MULL LENGTH = W OR Wl +W2 M2) MAX OPENING = W OR W1+W2 MULL LENGTH = H1 ••••• •• • • • • •••••• M3) M4) • ANCHORS DETAIL "al C° OR •° AT BOTH ENDS AND AT BOTTOMS H • • W W = Wl +W2 +W3 H = H1+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = Al OR H1+H2 MULL LENGTH = W OR W1 +W2 +W3 MAX OPENING = W1+W2 OR W2+W3 MULL LENGTH = Hl 1. THE 33 1 /3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF 77415 PRODUCT. SHEETS 2, 3 AND 5. 1 MULLIONS FOR ANCHORAGE TYPE, 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NOS -2001 FOR W000 CONSTRUCTION ADM -2000 ALUMINUM OESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & ItartU TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING C00E; 2004 EDITION FOR 774E HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. UNITS. Robert 1 P.E. PE Stmotonsi ANCHORS DETAIL v OR D BOTH ENDS ANCHORS DETAIL. °B°, C° OR C° BOTH E i 3 W W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1+W2 MULL LENGTH = H TO BE USED , ONLY WITH PGT 10 FL � P.O. BOX 1529 MEOW FL 34274 QUANTITY AND MULLION LOCATION, REFER TO INDUSTRIES PRODUCTS As Mow 5 & 6 8/08 1 P .JP swifolUalsk MULLS 8 /00 } NTS ULUON H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR OETERMINHG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 1 STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION 1 vi 5 l 6220 • • • •• •• • • • • • • • • • • • • • .. • ••• • • • •• • •• ••• • • • • • • • • • • • • • • ••• PGT 1x MULU MULLION CLIP. CUT FLANGES OFT CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MU • • • • • ••• " : • • • • MULL • i •• •• • • • • • • MIN. • • • • • • • • • • • • • • • FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 2,7"Q"? • f• • • • • • #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 TYPICAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL 'B* 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS 70 CONCRETE EDGE NOTE 2. FOR WOOD APPLICATIONS USE #12 SCREWS. ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL-TO -CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND ® PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDIRONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK REMOVED TO CONCRETE #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 .011 2" OR PGT 1 x MULLION -- 1 ' IS 2 1/2° MIN. EMBEDMENT. TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" t Robert 4 Grp, P$ pg WIZ Structural 2" OR 4" SEE NOTE 1 j]P1CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL C 1070 ao�a FL � P.0C 002 1529 R. 34274 WOOD MIN. /- BUCK I 2ham) 11r�' .�V BUCK TYPICAL MULLION TO STRUCTURE JMTH WOOD BUCK AND CONC.. DETAIL "D" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 TO BE USED ONLY xWIITH PCT INDUSTRIES PRODUCTS Tie u 1/.0/08 N'OIES 3 8 5 5 /O8 Rand U$ Itsubloam C EMMA OEMLS #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 & 3 somptsdiltibIbubli Isplalhe F.5. 48/00 1STD. WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION � &c•1a 9� � wsrir xa UU.S I NTS f 2 •, 5 6220 Row • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••■ • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1x MULL MULL SIZE A ' 1 11/18 3 11/16 1 x 2 x 1/8 1 x 4 x 1/8 • • • • • • • •• • • • • •• •• •• •• • • • • • • • • • • ••• • • • • •• •• • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • A/2 iMAX r • • • •• • MIN. A TWO (2) ANCHOR ® FOUR (4) ANCHOR LOCATION$ LOCATIONS NOTES; 1. ,I $T�: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS. PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. F1140 THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 290J AND 2975. MIN.TYP MIN. TO BE USED ONLY .(3)EQ.SP.® (A -3/4)/ iM/N. - L A 1 ONE (1) ANCHOR larteirai MIN. ® THREE ANCHOR LOCATIONS 1070 TEC/# OL00Y ORME NORMA FL 34278 P.O. 60x 1329 NORMA R 34274 1" MULL CUP W/TABS REMOVED (CUP TO MULL) EXTRUSION OM #1099 A/2 omen P.J P. 428/00 IN. TYP. W1TH� PCT INDUSTRIES PRODUCTS K /08 Mtn INS air *Mr 678/06 MING Mutts NTS 3 of 5 ," 1 STD. WALL, ANCHOR LOCATIONS 1A4c ALUMINUM TUBE CLIPPED MULLION ow 6220 Rim D • • ••• • • • • • • •• •• ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • ••• • • • • • • 1 • • • •• • • i • • • • • • • • • • i • • • • • •• • • i • • • • ••• • • • • • • • • •• • • s • • • • • • • • • • ••• ••• NOT; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 (TYP) 1--- -- 1 x STD. WALL MULL$ MAT'L: 6063 -T6 Robert PE 131712 PI- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS --�. --� (TYP) 1 " STD. WALL, MULLION PROFILES "roxgrarrar ALUMINUM TUBE CLIPPED MULLION P.O. OOP f Sir"/"Ilk awr., o as aYw WNW a 34274 was 1 X 1 4 5 6220 D CHART 1. - 1x2x.12e arr. 8► TYP. ; : O� ANCHOR 80 , 60 ' 70 • 80 CLIP TO OPEMNG CUP TO MULL 42 40 50.625 z 54 60 63 50 72 78 9I 78 CHART L - lx4x.125 QTY. & TYP. .• • • • •.• • • • ••• .•• • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • • ••• l�K3 VIII{ {N IdicI '. • 100 111) ' 1R0 130. 160 (2)A (2)A (2)A (2)A (2) (2)A (2)A (2) A (2) A (2) A ( B ( B 4))$ ;91 B 42) Q (2)1. B, ( B (2) B (2) B .(1011' • ( 4)1; !1)g (1}t1. ( 1) B (1) B (1) B 129 115 107 104 103 103 103 103 103 103 83 73 87 83 61 61 61 61 61 81 70 61 55 52 50 49 49 49 49 49 57 49 44 41 39 38 38 38 38 38 41 35 31 29 27 26 25 25 25 25 35 30 27 24 23 22 21 20 20 20 30 28 23 21 19 18 18 17 17 17 23 20 17 20 17 15 18 15 16 • ••• • • . Vertical Mull Horizontal Mull • • Multiple Mulled Units �MWI \Opening Width CUP TO OPENING 7 CUP TO MULL 42 48 50.625 50 600 70 80 (2) A (2) A (2) A (2) A (4) B (4) B (4) B (4) 6 (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 157 143 54 60 63 66 72 142 120 - 105 95 76 120 1d 90 81 78 111 94 83 74 84 88 75 65 59 90 98 59 50 43 38 108 41 35 30 27 111 38 32 28 24 144 17 170 160 141 , 128 170 145 127 115 72 60 53 47 (2)A (4) B (3) 170 170 170 182 134 119 108 87 74 88 53 43 35 24 22 100 ' 110 (2) A (2) A (4) B (4) B (3) B (3) B 170 170 170 170 170 170 158 157 127 124 112 108 100 98 81 77 69 85 83 60 49 48 39 37 32 ' 30 22 20 20 19 120 130 160 (2)A (2)A (2)A (4) B (4) 8 (4) (3)8 (3) B (3) 170 170 170 170 170 170 170 170 170 157 157 157 122 122 122 106 108 108 93 92 _ 92 74 72 71 83 ' 61 59 57 55 53 44 42 40 35 33 " 31 28 27 24 19 18 16 17 18 - nes SIT usgoki rr sad. A.* oma., •'. woos 1 NTS 15 0 5 ' 6220 OPENING WIDTH IN INCHES IN PSF. WIDTH. FOR MULTIPLE UNITS, UNITS AT A TIME SEE SHEET 1. 902, 2903 AND 2975 TAPCONS. EMBED. (1 1/47 OR RETE —FLEX. EMBED. (1 3/4 S SHEET 3. WITH POT INDUSTRIES PRODUCTS /04 48/00 1" STD. WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION REPLACE WINDOWS AND DOORS 6 OPENINGS. IMPACT Passed j ;, Inspector Comments please call Raul 30 minutes before arrival (305)342 -2503 '� � Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/24/2008 Inspector: Rodriguez, Jorge Owner: BUTLER, LOIS Job Address: Project: <NONE> Ws& 7a, ,. �� 9t . Miami Shores Village, FL Contractor: ALLSTATE BUILDING & REMODELING CO Building Department Comments Tuesday, September 23, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Lot: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)905 -5236 Parcel Number 1132060142110 Phone: (305)342 -2503 Page 1 of 2 J._ 4,- 0 3 bo-i-i_Jv' • • • • • • •• • • •• • • •• • •• • • • • • • • • • • • • • 1 7 00, _ • • t''. 1 A Pi, (.. SProe.es e-1...;•'`i.21E1. . • • • • • • • • • • • - 4, • •• • • • • • • • • • • • • • • • • •• • • • • • • • ••• ••• Ec WED yvats L\ Or ' 4 • flr > - "56, - lid 000 12- 3 PO 1 4 42c) )//0 • • • • • • • OOO • • • OOO Fe • vot,t • .264C (f) • • • • • • • • • • • • • • • • • • • • • • 111 •• ••• •• OOO • • • • • • • • ' ir • • •-• •-' ...-.. t 77 ZONING D BLDG DEPT SUBJ EDT TO DOMANDE ORM FEDERAL STATE AND COMM RULES NC REGULATIONS GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305 -226 -6904 By pate , Skeet • I Of • • GR_• . 69/2012 I. : .• 3 • • • • •• •• • • • ••• ••• ••• • • DUDLEY RESIDENCE 700 NE 96 ST MIAMI SHORES, FL 33138 WIND LOAD CALCULATION • • .• • •• • • • • • • • • • • • • . •. • • • •.• • • • • • • • •.• :• • . • . • • • • •. • • • • • ••• • • • • • • • • • ••• •• 6 -9 -06 • GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551-5092 Fax 305-226-6904 By I pate. I ?met • j Of .• GR:• L6f9/20133 I. • 1 I 3 _ . Fioteci: DUCILEY:RESIISVNer • • MIAMI dribRES, FL WIND LOAD DATA BUILDING WIND LOAD AS PER ASCE 7/02 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET B = MINIMUM WIDTH ( FT) = 37.50 H = MEAN ROOF ELEVATION (FT) = 12.50 V= WIND VELOCITY (MPH) = 146 I = IMPORTANCE FACTOR = 1.00 EXPOSURE CATEGORY ROOF GEOMETRY : H (FT) = 2.30 L (FT) = 12.00 ROOF SLOPE (DG)= 10.85 Kz= EXPOSURE COEFFICIENT 0.85 V = VELOCITY PRESSURE = 0.00256 x Kz x V x I = 46.38 PSF APPLY REDUCTION PER ROOF SLOPE LESS THAN 10 GR PERCENT OF REDUCTION = 0 CPI COEFFICIENTS = + / - 0.18 a = ZONE 5 EXTENSION ( FT ) = 3.75 SMALLER BETWEEN : a=0.10 B= 3.75 AND a=0.4 H= 5.00 3.75 BUT NOT LESS THAN: 4% OF B= 1.50 OR 3.00 • • •0• • • • 00• 0• •0 • • • •0 0• • • OOOOO • • • 0 • • ••• • • • • • • • 000 • • • • 0•0 • • • • •00 o e •o• • .. O OO OO • os OO • • 0 OOOOO • • • • • • • NO 0 • • • • • •0 6- 9- °8 • MARK SH -24 SH -23 SH -35 SH -34 FD -31 1/2 X 80 FD -26X80 WIDTH IN 37 37 53 1/8 53 1/8 31 1/2 26 WIND LOAD SUMMARY • HEIGHT E.W. AREA ZONE 4 GCP GCP POSITIVE NEGATIVE BUILDING • • • • • •• • •••••• •••••• •••• • • • • • • •••.• .• • • •.•.•• • • • • • • • • • •• • • GISELA REY, P.E. 14921 SW 30th Terrace Miami, Florida 33185 Phone (305) 551 -5092 Fax 305 - 226 -6904 6/9/2008 By GR 11/ l Sheet Of Project: DUDLEY RESIDENCE MIAMI SHORES, FL ZONE 5 ZONE 4 ZONE 5 GCP GCP WL WL WL WL POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE IN SF PSF PSF PSF PSF 50 5/8 13.01 0.99 -1.09 0.99 -1.38 54.15 -58.79 54.15 -72.13 38 3/8 9.86 1.00 -1.10 1.00 -1.40 54.73 - 59.37 54.73 -73.29 63 23.24 0.94 -1.04 0.94 -1.29 51.83 -56.47 51.83 -68.07 50 5/8 18.68 0.96 -1.06 0.96 -1.33 52.99 -57.63 52.99 -69.81 80 17.50 0.96 -1.06 0.96 -1.33 52.99 -57.63 52.99 -69.81 80 14.44 0.99 -1.09 0.99 - 1.38 54.15 -58.79 54.15 -72.13 ••. • • • •••• •• • • • • •• • • •• • • • • • • • • •••••• • • • • • • • ••• •• • • • • •• • •••.•• • • •••••• •••••• • ••••• • • ••••• ••.••• • • • •••••• • • •••••• • • MIAMI _ COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • ••. • •• •• • • • • • • • • • • • •• • • • • • • • •• • • • • • • • . • • ••• • • • ••• • •• • • • • • • • • • ••• • • • • • • • • • • . • • • • ••• : MIAMPDADEtOUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • 140 VV EST FLAGLHS STREET, SUITE 1603 • • • • • :KAU FLORIDA 33130 -1563 • • • • FOP 115,29D! � • FA) (305) 375 -290S • • • • • 'www.f uTdi 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 SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1105, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 • • • PGT Industries • . : . .; ••. • • • .• •• • • • . • ••S • • • • . • • .•. • • • • • • • • • • •. • • • • • : • • .• • NOTICE OF ACCEPTANCE: EVIbJN+GE SU$1V4'.It Z'ED ' • •' • .. • • • • • . • S • • A. DRAWINGS • 1. Manufacturer's die drawings and sections. • • ' ' . • . ••.•.• 2. Drawing No 4040 -20, Sheets 1 through 11 of 11 ti tled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) E -1 Manuel Per Product Control No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • • PGT Industries • ▪ .: • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EA* V ENCE SOMME O�D • •• ..• .. .. • • • po 1) pe r FBC,.TARS i0 -�4 ; • :' • • 5. Test reports on 1 Air Infiltrat Test, • 2) Uniform Static Air Pressure Tgat, 4adi4 perrF ie PAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ITL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FUL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 • ... • •. •• •:• ••• ;'.': . ••• • • • • • • • • • • ' . ••. • • I.e. . .. • • - • • • • • • • • • • • • Manuel Per Control er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • PGT Industries • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -3 • • ••• • • • ••• .• ••• ; • • • • • °• • • • ° • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • •'• • • •. • • NOTICE OF ACCEPTANCE: E S • ll17ED • • ' • • • • • . . •• •• • •• 10. Test reports on 1) Uniform Static Air Pressure Test, 4 ° ' ° s ° TAS 202 -94 2) Large Missile Impact Test perJUBC, 1Ab•/0t -94 ° 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18 /06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. Product uel Product Lon , 1 1 1 " r NOA No. i+ i .22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 • • A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18' LAMI CONSISTING OF (2) LUTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 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 C. 5/16° LAMI CONSISTING OF (2) LUTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER D. 7/18° LAMI CONSISTING OF (2) LUTES OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 718° LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/18" LAMI CONSISTING OF (2) LUTES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER G.13/18° LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LUTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18° LAMI 10: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 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 SAFLIWKEEPSAFE MAXIMUM PVB INTERLAYER I. 13/18" LAMI 10: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6/18' LAMI CONSISTING OF (2) LUTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18" LAMI 10: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LUTES OF 3/18" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/18" LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718° LAM CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXAKEEPSAFE MAXIMUM PVB. L 13/16° LAMI 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LUTES OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/18° LAMI 10: (1) UTE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/18' LAMI CONSISTING OF (2) LUTES OF 1/8° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ® 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4845, FTL -0848, FTL-4 847, FTL -4648, FTL -4849, FTL -4850, FTL -4651, FTL -4723, FTL -4957, FTL -4968 AND FTL -5083. • • ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION • • • ADM -2000 ALUMINUM DESIGN MANUAL • • • 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. • • • • • • 00000 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH'QQITY ® HURRICANE ZONE (HVHZ). • • •••• •••••• • • •• • • • • •••• • • • • • • • •• • RarsOBN lama BF FJC mrai er FJC CHANGE NOTES 3 ADD Nom 9. ADD GLA58 TYPE'M TO NOTE 1. GLAZING OPTIONS ummex FJC Data bra 11H3/O8 1,24100 Regokow Redeker 8 A efenbaef JL ADD FIL-4723TO NOTE 7. 2lI:'O7 1070 TECHNOLOGY DRNE NOKOMIS. FL 34278 P.O. Sflx 1629 NOKOMIS. R. 34224 PGT Vbtbly Better GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT e°a.m°ac aac sees 51709 I NTS 1 er 11 m.cutn w° 8040 -Z° B 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 7 ANCHORAGE 8-11 •••• • • •••••• • r 1Z�eeatuO • Wolin ode _ I • Gr ! i • . • 00000 • Robert L Calk, P.E. PE #39712 Structural •••• • ••••• ••••• • • • • • • • • • 86,87,88 or 92 ax itc FX Mead Ily FX Oanep FX rkter 1111368 Dols 1!2409 nor B/U09 13/16" LAMI IG GLASS W/ 5/16" LAMI Rods bar A NO CHANGE HMS SHEET Obelialltx fists 2/2367 112' NOM. GLASS BITE • 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 8/16° NOM. 5/16" LAMINATED GLASS 1/2' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED AIR SPACE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 13/16' NOM. B ADD 1DEM92 TO 518 LAM La GLASS (AAA)8LAM/IDNOTE 1070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.O. BOX 1679 NOKOLOS, FL34274 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS 13/16" LAMI IG GLASS W/ 7/16" LAMI PST 1/trlbLy & GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Soldwatekt 811700 Full 2 11 I *-av 4040 -20 ® NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE. C ] EXTERIOR INTERIOR E> (ALL SECTIONS) • • • • • •••••• • 0000 • •••• • •••• 3/16' ANNEALED OR HEAT STRENGTHENED • • — 090 SOLUTIA OR DUPONT PVB INTERLAYER • • 3/16° ANNEALED OR HEAT STRENGTHENED MSS • 7/16' LAMINATED AIR SPACE 1/8° HEAT STRENGTHENED GLASS 13/16° NOM. • • • • • •• • •••••• • • • • • ••••• PRODUCT • �ccvIsEp Me Pbib Aeceptaufble &pinata lade • BY •• • • •••••• • ••• • • • • • • • 3 6 / 0 Robert L Clerk, P.E. PE E3§712 •• •e•• • • 4 • • • • •••• • ••••e • • ••••• • • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83" 65° 68" 70" 72" 74" 76" TABLE 1. 48" 50" 52" 63 1/8" UP TO 531/8" A,B,M A A,B,M A A,B,M A,B,M e0 C,D,E,F,G,H,LJ,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +79.6 +80.0 -80.0 -80.0 -80.0 -79.6 -80.0 +80.0 +80.0 +80.0 +78.2 +80.0 -80.0 -80.0 -80.0 -78.2 -80.0 +80.0 +80.0 +78.8 +76.9 +80.0 -80.0 -80.0 -78.8 -76.9 -80.0 +80.0 +80.0 +77.3 +75.4 +80.0 -80.0 -80.0 -77.3 -75.4 -80.0 +80.0 +79.0 +75.9 +74.0 +80.0 -80.0 -79.0 -75.9 -74.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT 38 318" 44" 50 5/8" 63" 72" WIDTH GLASS TYPE 74° TABLE 2. 76" 48" 50' 52" 53 118" UP TO 631/8" A,B, A,B,M A,B, A,B,M C,D,E,F,G,H,LJ,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +79.9 +78.9 +75.0 +80.0 -80.0 -79.9 -76.9 -75.0 -80.0 +70.0 +70.0 +70.0 +88.0 +70.0 -70.0 -70.0 -70.0 -88.0 -70.0 +70.0 +70.0 +68.8 +65.7 +70.0 -70.0 -70.0 -68.8 -66.7 -70.0 +70.0 +70.0 +67.6 +65.5 +70.0 -70.0 -70.0 -67.8 -65.5 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3 WIDTH 53 118" GLASS TYPE D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH a 78" FLANGED AND 76" INTEGRAL FIN) 171/8" 2211116" I 28 3/16° 1 33 3/4" 39 6/16" 44 13116" +80.0 -80.0 � +80.0 � -80.0 +80.0 1 -80.0 +80.0 I -80.0 +70.0 � -70.0 I +70.0 j -70.0 I 60 3/8" +70.0 � -70 + -70.0 5516/16" +70.0 1 -70.0 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. 7/16" 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"HS, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8"A) H. 13/16" LAMI 13 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1 /8"A,.090,1 /8"HS) I. 13/16° LAMI 13 - 1 /8"HS, AIR SPACE, 5/16° LAMI - (1 /8"HS,.090,1 /8"HS) J. 13/16" LAMI IG - 1/8'HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16°A) K. 13/16" LAMI 13 - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16 "HS) L 13/18" LAMI IG - 1/8"HS, AIR SPACE, 7/18" LAMI - (3/161H5,.090, 3/16"HS) M. 13/16" LAMI 10 - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A)4\ Rare* FJC RevelEgr FJC Daft Date 11/1&05 aa108 Bae.Br FJC DION 8/1/05 Resierst Wiskas 8 A *Wiad Bs J.J. UPDATETOASTME 1300.02. REMOVE STD VIEW SASH HT REF, TABLE2 REVISED CUSTOM FORMAT PPS. ADD MT. FAG UPDATE TEST NOS ADD FTL4723 TO GLASS TYPE SAAND a LIMN 2.f22A27 TEST REPORTS FTL- 4847, 4848, 4723, 4957 F11- 4647,4848 FTL-4647, 4648 FTL -4845, 4885 FTL-4845 F11 -4645 FTL-4648, 4723 FTL-4848 FTL -4646 1070 TECHNOLOGY DINE NOKOMIS, FL 34278 P.O. BOX 182) NOKOW8, FL 34274 FTL-4849, 4650 F11-0849, 4650, 4958 F1L-4849, 4650 M-5063 PcT r Osreguaat 81700 NTS TABLE 4. W HT. 1 Oka 3 d 11 "0" MEETING RAIL "0" MEETING RAIL MEETING RAIL " S f H MINUS SASH HT. !TN 0000 • • • • • NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE D §SIGN • PRESSURES ARE UNEFFECTED. • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING? FROM THE FLANGED TIP-TO-11P FRAME DIMENSIONS. ® • • • 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38° MAXIMUM.® DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT ozoopeio -20 B ••••• • • • • • • • • •: VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 525/8" 5211/16" E 52 1/4" 52 5/18• SASH LOW HIGH' • DETAIL SILL SILT. • A 341 /2" 34 3/16" B 27 7/18" 271/8' C 27 7/16" 271/8. D 163/8" 15314 e E 163/8" 15 3142 • TABLE 5. • • • SEE DLO TABLE SEE DLO TABLE (MAX.) r SEE DLO TABLE SEE DLO: ABLE 49 5/8" MAX FIXED DLO (ALL) I X j 481/4' MAX VENT DLO (ALL) DETAIL A 1/1 O X B DETAIL D VIEW (CUSTOM SASH) 531/8" MAX FLANGED WIDTH 62 1/8° MAX I.F. WIDTH aa D � I 7V' MAX I.F. D HEI HT FLANGED HEI HT 38 7/18' MAX. SASH HEI HT TA SEE DLO TABLE SEE DLO TABLE 0 X SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) 76' MAX. A I.F. HEIGHT SEE NOTE 4 E SEE DLO TABLE DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. ® MAX FLANGED HEIGHT 1 75° MAX I.F. HEI HT 76" MAX. FLANGED HEI HT 20° SASH HEIGHT SEE DLO TABLE SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) • • • ••• • ••• •• ••• ••• � •• . • • • • • • • • • • • • • SEE NO E4 75" MAX. I.F. HEI HT ® MAX. 78" FLANGED HEI HT •••• • • •••• PRb1DU REVISED 125 mm ta lw 1e l14ei1• B�ucads • • • 2# • • • £J. 1 • •• • • • • •••• ••• ••••4 • 00 000 00 000 • • FJC FJC FJC Deft Oft 11/1&08 R/e 124(06 Dais 9/1,05 Revisions B RaWkes A ADDWTEGRAL FIN (LF.) VERSION. CHlrt 04075 3. ADD NOTE 4. NO CHANGE THIS SHEET Kw' 224 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOIOOAB6. FL 34274 P V th4 Better ELEVATIONS 1 ALUM. SINGLE HUNG WINDOW, IMPACT Slnm Edna Stair NTS 1 4 a 11 I ��404020 1 *1 A / 5 Robert L Clerk, P.E. PE 539712 SVOCbael • • • • • • • • • • • • MAX. HEIGHT RuardW Road Or FJC Hmwex FJC 0e® FJC MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING 11/13/06 Ater 1.4/08 Deer 0/1V5 Rmicrone B tftakag A al.mser J.J. Imo- 2.784' -►{ SECTION B-B (LOW SILL SHOWN) INSIDE ULTRALIFT ONLY /OUTS 2.330' (LOW SILL) SEE NOTE ABOVE ADD CF. SECTIONS B GONSOLIDATEBAL COMPONENTS NO CHANGE THIS SHEET 1123/07 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8° FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING ALTERNATE HIGH SILL 1070 TECHNOLOGY DRIVE NOKOMIS. FL 90278 P.O. BOX ¶B NOKOMIS. FL 90274 P Vit/b , Better _ MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSID \ HIGH SILL W LOW SILL HEAD JAMB 2.948" (HIGH SILL) ULTRALIFT ONLY OUTSIDE 2.710' • ALF. FRAME -h q • • 1 • • •••• • ••• •• • •• ••• • OUTSIDE 1I • •I CD ID r i 000000 • • • • SECTION C� RADIUS TOP (HEAD DETAIL - FLANGED VERSION) SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT si17aD I HBIf I s °,11 I �� 4D40-20 I B NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1) 2.710' •••• • • •••• PRODU REVISED • • • 0 RWdiall • • • • • • 000 • •• • • • • •• • • • • ITEM 1 2 3 5 6 7 8 9 10 11 12 13 15 16 17 18 19 21 23 25 26 27 28 30 31 34 35 36 37 41 42 44 45 46 47 48 49 50 52 53 54 55 56 57 58 59 DWG# 4002A 1155 4003C 1826 4004 4025 4025 4029 1080 1085/1086 1080 -1 4053 4029 -1 40540 4008C 1235 1098 1018 4007 1226 4008 1288 1622 1052 1224 1225 4039B 4044B 4222A 985C 4087 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1631 1073 1824 DESCRIPTION FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" BALANCE COVER, 3/8" OR 5/8" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X1 PHILLIPS FLAT HEAD S. STL BALANCE COVER. 11/16" SASH STOP COVER SASH BRACKET #8-32 X112" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X.625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAMA SETTING BLOCK 3/32" X25/64" X1" LAN IG SETTING BLOCK 1 "X3/4" X 1/16" VINYL GLAZ BEAD BULB (THICK) VINYL GLAZ BEAD BULB (THIN) GLAZING BEAD, 5/16 LAM. GLASS. GLAZING BEAD, 5/16 LAMI W/GRILL KIT GLAZING BEAD, 7/16" LAN GLAZING BEAD, 7/16" LAMI W /GRILL KIT GLAZING BEAD, 13/16" LAMI I.G. FRMIE, I.F. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & \ER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEY VV/OUT RINGS SCREEN SPRING SCREEN SPLINE -.135 DIA FOAM PGT# 612225 781PQA 812226 7PAD1626 612227 812244 812244 6BALCVR916 7834M 7BALTBKT 42604 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 84008 675160 71098 7858 812230 61P249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 64039B 844703 64222 6985 64067 64071 84072 84073 64074 764009 7SPRNG 62740 61014 71830 71631 7CASP 81824K rm.mex nm: 1111308 008 1/24/08 F.K Rsofslcaz IbM,krc ADD I.F. FRAME HEMS 47, 49 49AM750. UPGRADE I7EM21. ADD (TEAM CHG. DESCRIPTION IT ITEMS 7.96 X80• . F.K 0.890 mrs FJC 9/1/05 A Oasa.ses J.J. NO OHANGE MG SHEET DaYr 1070 TECHNOLOGY ORIVE NOKOMtO. FL 31278 P.O. BQX 1829 NOKOMIO, FL 34274 ITEM 60 61 63 64 67 68 69 70 80 81 82 83 84 85 86 87 88 89 90 91 92 DWG# 1835 505 1161 4051A 4050A c;T I2db(7 DESCRIPTION SCREEN SPLINE -.135 DIAL HARD SCREEN CLOTH GLAZING CHANNEL (.888 X.500) #6 X 1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X1/2 - 7/16 LAN SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 996 OR EQUIV. A GLASS 5/1 6" LANG, (118A.090 PVB,1/8"A) B. GLASS, 5/16" LAMI, (1/8",.080 PVB,1/8"HS) C. GLASS, 5 /16" LAN, (1/8"HS,.090 PVB,1/8"HS) D. GLASS, 7/16" LAMI, (1/8"A.090 PVB,1B"A) E. GLASS, 7 /16" LAMI, (1/8"A.090 PVB,1/8"HS) F. GLASS, 7/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) G. GLASS, 13/16" LAMI IG; 1/811S, AIR SPACE, 5/16" LAMI, (118".090 PVB,1/8 A) H. GLASS, 13/16" LANG 10;1/8'1 -S, AIR SPACE, 5/18" LAN, (1/8 "A,.090 PVB,1/8"HS) I. GLASS, 13/16" LAN IG 1/8"HS, AIR SPACE, 6/16" LAM, (1/8"HS,.090 PVB,1/8"HS) J. GLASS, 13 /16" LAMI 10;1/8"HS, AIR SPACE, 7/18" LANG, (3/16"A.090 PVB,3/1 8"A) K. GLASS, 13/16" LAN 10;1/81HS, AIR SPACE, 7/16" LAMI, (3 /16 "A.090 PVB,3/18"HS) L GLASS, 13/16" LAN 10; 1/8115, AIR SPACE, 7 /16" LAN, (3 /16"HS,.090 PVB,3/16"HS) M GLASS, 13/16" LAN 10;1/8A AIR SPACE, 5/16" LAN, (1/8"A.090 PVB,1/8"A) 2.784 1. 0 47 FRAME, I.F. HEAD ® #4071A, 6083-T6 8H7W NISI a a ll FRAME, .F. LOW SILL #4072A, 6063-Tg • • •• i •••••• 2.374 • •4••• ••• e 271u i� •••• Nom • • • • • FRAME, I.F.4MB. •• 48 FRAME, .F. HIGH SILL ®U #4074B, 6083 -Te • • A,K.771 #4073A, 6083 -T6 (USED AS RADIUS TOP HEAD) PARTS LIST Tat ALUM. SINGLE HUNG WINDOW, IMPACT 4040 -20 I B PGT# 61635K 61816 6533402 706X1 620V1510 64051 64050 • • • • • • • •• • • • • •• • • • • • • 1.363 CD FLANGE FRAME HEAD #4002A,6083 -T6 .062 O FLANGE FRAME JAMB 44004, 8063 -T5 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL #4054A,6083HD -T6® 2.946 2.784 -.1 0 FLANGE FRAME SILL (HIGH) #4060A, 6083-T6 Rend* Rersdap FJC FJC u s Oda Roll= artc rn 11113478 8 Gan 1/24/08 A UPDATE FRAME COWER ASSEMBLY TO WCL CF. L AND 7 UPGRADEITEM21 ALLOY. NO CHANGE THIS SHEET 4eemer FJC 3.446 9/1A05 Greasier J.J. .062 1 O FLANGE FRAME SILL (Low) #4003C, 6063-T6 lt .49 •-1.451.-I O SASH STOP #4025, 6063-T5 I_- -2279 1.707 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 440080, 6083HS -T6 #4007, 8083-75 I-2.328 --.I I I 2.638 68 SASH BOTTOM RAIL (HIGH) #405 2Aiw7 1070 TECHNOLOGY DRIVE NOKO►08, FL 34270 P.O. BQX 1828 NOKOMIS, FL 34274 1+1.513 -.1 —.738 x .040 17 SASH STOP COVER #4053, 6063-T5 Pc �T VihfbLS Haller ® I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT II� I.F. FRAME I I li I VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) 1 1.349 31 SASH S DE RAIL #4008,6083 -T5 1.165 . 050 .678 tone r — H T 0 GLAZING BEAD 7/16" �J #4222, 606345 .050 - ► 1115_1-17 O GLAZING BEAD, 7/16" #9860, 8083 -T5 (USED W/ GRILL KIT) 814700 rm• I Start Half I 7 of I/ 050 1 .878 1.oes—I —B 41 GLAZING BEAD, 5/16" #40398,6063 -T5 4 050 s71; • • • GLAZING BEAD,•6116 • #4044B, 806 3TZ • (USED W/ GRILL KIT) • • •••••• 683 .05 - t — I - -- � 111 1 . 4 39/7* • • GLAZING BEAD,•13/16" rG #4067,6083,T5 • • • • • • EXTRUSIONS & FRAME CORNER DETAIL 7— ALUM. SINGLE HUNG WINDOW, IMPACT Dosivilks. B • • ••• • 4 • • • • •• • • •• • •• • • • • • ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPE: - WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE C,D,E,F,G, H,I,J,K,L AB,M C,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L AB,M C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,4J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L AB,M PSF C,D,E,F,G, H,I,J,K,L AB,M WINDOW HEIGHT 28.603 1 1.2 1 2 12 1 2 1 2 1 2 2:2 2 2 79 2 2 2 2 2i2 79 2 2 2 2 212 79 2 2 2 2 2 2 72 2 T 2 2 0 N 0 1.1 11 1 11 1 1 1 12 12 1 2 1 2 2 1 2 2 1 2 2 2 2 2 2.2 2 22 2 22 2 2 2 2 2 2 U z — 1 1 1 1 1'2 12 22 22 2 2 2 2 2 2 2 2 2 2 2 22 2 22 79 2 2 2 2 2 2 79 2 2 2 2 2 2 � C4 c o 1 1 2 1 12 1.2 12 2 3 2 3 23 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2113 79 2 2 3 2 2 3 34.603 U Z O 0 1 1 1'1 1 12 1.2 1 2 1 2 1 2 1 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 0 z 1 2 1 2 1 2 1 12 1 2 2 2.2 2 3 2 3 2 2 3 2 2 3 2 2 :3 2 2'3 2 2,3 2 2 3 2 2 3 2 2 3 40.603 M 0 N o 2 2 2 2 1 2 2 1 2 2 2 3 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 4 2 3 4 2 3 4 2 3.4 0 Z U 1 1'.2 1 1 2 1 2 12 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2.3 2 2 3 2 2 3 0 z 1 2.2 2,2 2 2 2 2 2 3 1 2 3 2 3 1 2.3 2 2 3 2 2 3 2 3 3 2 3 3 2 3, 3 2 3' 3 2 314 2 3:4 46.603 2 2 2 2 2,2 2 2 1 2 3 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2.4 2 3 4 2 3 4 2 3 4 2 3 4 0 N 0 2.2 2 2 2 2 2.2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 0 z � 22 2 2 2 2 2 2 1 23 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 33 2 3 4 2 34 2 3 4 2 34 52.803 cr, 3 2 2 2 2 2 2 2 2 2'3 2 3 2 2 3 2 2:3 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 3 4 3 34 3 314 0 N 0 2 2 22 22 2 2 2 2 22 2 3 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 58.603 o 1 2 2 2 o 1 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 64.603 o 1 1 2 2 2 2 2 2 2 3 3 3 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 3 2 76.000 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 o 2 2 2 2 2 2 2 2 3 3 ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2- MAX. FROM TOP CORNERS JAMBS - 17 it? MAX. FROM TOP CORNERS 15* MAX. FROM EiOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHOFtS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING TI-IE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS TABLE KEY: JAMB ABOVE JAMB BEIsQW 2 1 8 JAMB BEhOWA MTG. RAIL as am wile IS•Flasik PRODLCARD Amirante Se 0000 0 • Joll • 000 DOs take REVISE ANCHORAGE TABLE ANDAOIES Reeler FJC Drawer Ikla 9X 7/29105 RodefeaC Flalakets A ADD OP ANUC WHERE ANCHOR IS RESTRICTED BY SZE NO CHANGE 7108 SHEET Data NO/03103, FL sam P.O. EISX 1529 NolcoulS, FL 34274 ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Tirrs Ws* lamaut■la 8 11 I 4040-20 Robert 4 Clark, Pi. PE #39712 Structural • • • • • • • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPE. WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE C,D,E,F,G, H,I,J,K,L A,B,M PSF C ,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M WINDOW HEIGHT 59.655 ', Z Z NON 0'0 29.855 t Z Z yy 0 0 1 11 1'1 79 111 68 111 1 59 1(1 54 2 111 2 1 . 1 . 1 .. 49 2 . 45 2 2 111 41 2 1r . 2 1 . 11 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 79 2 111 2 111 79 2 111 2 1 1 1 74 t1 2 111 2 11 1 1 1 1 1'1 1 1 1 1 1 77 111 111 67 1 111 111 62 1 2 111 56 2 111 2 111 51 111 2 111 46 2 11 1 2 111 2 37.155 iNO O 2 2 22 2 2 2 2 2:2 2,2 79 2 79 2 212 2 212 79 2 212 74 2 212 2 21 2 67 2 212 2 2 1 2 1 1 1 1 1 2 2 2 2, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2.2 22 22 2 2 2 2 2 2 2 . 2 79 2 212 2 212 79 2 2 2 °222 76 2 2 2:2 212 2 2 2 2 212 2 2 2 222 44.655 NO 0 0 0 22 22 2 2 22 2 3 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 33 2 3 3 79 2 T 2 313 79 3 313 3 3 T 3 2 1 21 2 2 22 2 2 1 2 2, 22 2 2 2 2 2 2 22 2 2 2,2 2 2 22 2.2 22 2 2 3 2 2 3 2 3 3 2 33 2 22 2 2 2 2 2 2 2 212 2 33 2 3 3 2 3 3 2 3 3 2 33 2 33 2 33 2 33 52.155 «)0 N 0 0 1 2 2 1 22 2.2 2 2 2 3 3 2 3 3 1 2'2 2.2 2 . 2 2 2 2 2 2 2 22 22 1 22 1 2 2 33 3 3 2 3 3 2 3 3 2 2 2 2 2 33 2 33 2 3 4 2 3 4 2 3 4 2 3 4 3 4 4 3 44 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 33 2 33 2 3: 3 2 3 3 2 33 2 33 2 3 3 2 3 3 2 33 2 3 3 2 3: 3 3 4 4 3 44 2 2 2,2 2 . 2 2'2 2 3 3 2 3 3 2 3 3 2 3 3 2 4 3 2 4 3 2 4 4 2 4.4 3 4 4 3 414 3 4 4 3 4.4 1 2.2 22 22 2 2 3 2 3 2, 3 3 3 3 2 3 3 2 3 3 2 3:3 2 33 2 33 2 3 3 2 3 3 2 3 3 2:2 1 22 1 3 2 32 3 3 3 3 2 4 3 2 4 3 2 4 3 2 43 2 4 � 3 2 4 3 2 44 2 44 3 4 , 4 3 4 4 87.155 0 0 0 NO N 0 P 0 0 0 1 1 1 3 3, 2 2 2 2 2 2 2 2 3 3 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 1 2 2 2 2 2 2 3 3 4 Hi 3 3 1 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 3 3 1 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 RObadElp REVI4EANONORAGE TABLE AND NOTES. ADD GP MAX WHERE ANCHOR 07Y IS RESTRICTED BY SIZE Ors Residzer etwasel BF NO CHANGE THM SKEET Bahr 1070 TECKNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQX 1629 MOWN% FL 34274 TABLE KEY: MAX P4F (DP IJMITA1) JAMB AB _ V e t 3 1_ 1 3 JAIVE DAM' ,f17: JAMB 40 JAIROBELeft hint! RAIE ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT BeekaNkdot Tvrs Sbioi 9 11 ANCHORAGE NOTES: A 2. ANCHOR LOCATIONS ARE EIASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2° MAX. FROM TOP CORNERS 16' MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. &ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. Ltsidgifm 4040-20 • complidDimnialle 'MAY aid dberAde Magma.* Illo Daft • PE #39712 • • • • • • • ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT , 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 000M ' � 6'Z 3NO3 Z ONOO I. 000M el 3NO3 Z OOOM E'Z ONOO Z ONOO l OOOM VZ N ONOO I DOOM vz 3NO3 Z ONOO I. OOOM 6'Z ONOO Z ONOO L OOOM ve ONOO Z ONOO l DOOM ez 3NO3 Z ONOO I. WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3_ 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.00D 79 2 1 F 2 2 2 1 2 3 2 1 3 3 2 3 3 3 3 3 3 3 4 3 3 4 1 3 4 40.000 74 21212 2 2 2 3 213 3 1 2 313 1 3 4 1 3 1 3 413 41 4 44.000 21212 2 2 2 3 213 3133 413 1 3 41314 513 513 4 48.000 63 72 79 2 2 1 2 2 2 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 4 53.125 68 72 2 2 1 2 2 2 26 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 5 • • • • ANCHOR QUANTITIES ABOVE MEETING RAJ. (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. SUBSTRATE: ANCHOR TYPE: WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE D,E,F,J, K,L D,E,F,J, K,L D,E,F,J, K,L PSF D,E,F,J, K,L PSF D,E,F,J, K,L PSF K,L PSF D,E,F,J, K,L PSF D,E,F,J, K,L WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 41 0 N Q 2 79 2 1 78 71 U N O U 2 79 2 1 79 U "" 0 U 79 2 76 70 63 22.688 ❑ <1O N Q 2 2 2 2 2 79 2 2 79 79 71 0 N Z U 2 2 2 2 2 2 2 79 79 U P U 2 2 2 79 2 2 79 2 2 77 71 2 2 64 28211 ❑ el O 2 2 2 2 3 79 2 3 79 74 3 3 U N Z 2 2 2 2 3 2 3 2 3 2 U "" O 2 2 3 79 2 79 73 98 33.754 0 M O N g 2 2 2 3 2 4 2 4 3 4 77 U N Z U 2 2 3 3 2 4 2 4 U z U 2 3 3 2 4 79 78 2 ^ 4 69 3 4 39.298 ❑ N o 2 1 3 3 2 3 2 4 2 5 3 5 0 N Z U 1 2 2 3 3 2 4 2 4 U z 1 2 1 3 2 4 2 5 2 5 3 5 44.839 ❑ N Q 3 1 3 4 2 4 U Z U 2 2 1 3 3 2 4 2 3 2 4 3 5 3 6 2 2 4 2 5 0 z ' 0 U 3 3 1 4 2 4 2 5 2 5 2 6 69 3 6 50.382 ❑ N Q N 3 3 4 2 4 2 5 3 5 3 6 U N Z U 2 3 3 4 2 4 2 4 2 4 U Z ' 0 3 3 2 5 2 5 2 5 3 7 55.925 ❑ M Q N 5 2 5 3 6 3 6 U Z 0 3 3 3 4 2 4 2 4 2 5 2 5 U Z ' 0 U 3 4 5 2 .5 2 6 2 6 3 7 Wad l• FJC NEVEM' ANCHORAGE ADD DP MARX YVHERETABLE NOTES Q7Yt3 RESTRICTED 9YS12E FJC Das aee 11113/08 Deft 124/QB FJC 35865 Radtkat JJ. NO CHANGE THlSSHEET 1607 10707EcHNOL0NDRIVE NOKOMIS. FL 34475 P.O. BQX 1619 NOKOMIS. FL 34274 Visibly Beafcr boodloht SHNto Sage e* NTS 10 d11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1 /4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 18112° MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 11 1/2° MAX. ABOVE THE MEETING RAIL 6° MAX BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8° MIN. TO 38° MAX A TABLE WIDTH AND HEIGHT DIMENSION ARE FOR L� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE UMITATIONS: A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LJMMTED) HEAD JAMB ABOVE MTG. RAIL 112 2 2 (FULL DP) - HEAD JAMB ABO MFG. • ® TABLE 8' Kr • MC. PSF SDP LIMITED) JAM BEECSW MFG a • • • (FUL4 DP) • JAMB B�1S VV 4 MFG. RAIL ANCHORAGE SPACING, CUSTOM VIEW las ALUM. SINGLE HUNG WINDOW, IMPACT 4040 -20 I B • • P80DUCT M1t8D •• Baktfa Ciide midge, , .a6 • BY • • •• • • •••1 • 0000 0000 •• • • •• • • • • • • • • C I EXTERIOR INTERIOR LL HEAD AND SILL DETAIL ) CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE i (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x ° WOOD BUCK (SEE NOTE 4) 1/4" MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE .131' DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5° O.C. 1 1/4° :." 13/8" MIN., 1/4" TAPCON® ✓: •1.3/4" MIN., 1/4' CRETE -FLEX ru 111 1�1 1� � _ .onma uui.umin. �� .ran ■uuuuuu■ MIN. DETAIL F, (HEAD) CONCRETE ANCHOR FH BELOW MEETING RAIL (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4" MAX. SHIM 114° MAX. SHIM WOOD FRAME 1/4° MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® 1/4 MAX. SHIM 1 3/8° MIN. .131' DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5°O.C. 13/8° MIN. 2x WOOD BUCK (SEE NOTE 4)® A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114' SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T8 AND A MINIMUM OF 118° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPUCATIONS. FOR INTEGRAL FIN MULLED APPUCATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) WOOD FRAME .131° DIA MIN. x 21/2° NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) 1/4° F mAx SHIM 0000 0000 WOOD FRAME • • •• •• •••••• • • • • • • • • • •• • 0 00000 • • • • • • • • • • • er l4li • • Expiration - .yrl,T74X •••• • 0000 • • ••• • ••••• R Arad Lba FJC &mess FJC DrasaBp FJC Oabs Dabs 1V131015 24 Clths OMAN Raalskax Iteetator 8 Oh■Mep J.J. ADD INTEGRAL FIN ANCHORA O DE NOTES. ADD NOTES 7. UPDATE IE EMBEDADBVT ADD NOTE BRE RAT HEAD ANdfORS. Dabs 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P .O. BMX 1828 NOKO188, FL 34274 V th& Better ANCHORAGE DETAILS r4 ALUM. SINGLE HUNG WINDOW, IMPACT BrIaalkabe SH7W NTS 11 11 mgren 4040 -20 B • • • • • •• • • • • 0 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • •• 0 . ••• • • • ; • • •• •• ••• • ••0 • • • • • • ••• • S • • • • • • •i• • • • • • • t j • • • •• •• • • • • • • • • • • • • • • • ., • • MANAMDE COlbse FLORIDA METRO -DADE FLAGL) i. BUILDING • • : 4q j fatj.1 rRUT, SUITE 1603 • • • FLtgUDA 33130 -1563 • • • • • • 73115) :7S25b1 FAIE (305) 375-2908 www.611ditcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami. -Dade County Product Control Division (In Miami Dade County) and/or the 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 FD -750 Outswing Aluminum French Door and Sidelites -LMI APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/23/04 with revision "A" on 03/25/05, signed and sealed by Lucas A. Turner, 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 and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 05- 0103.03 and, consists of this page 1 and evidence page E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO 4)41 NOA No 05-0419.03 O N Expiration Date: February 24, 2010 ;14 Approval Date: June 09, 2005 Page 1 • • • PGT Industries • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: £�E�TGTy�D : • • A. DRAWINGS 1. Manufacturer's die drawings and sections! • • • • • • • • • 2. Drawing No. 8000 -11, titled "Alum. FrenrhVo; k $dues, Impact", sheets 1 through 8 of 8, prepared by the manufaerure' dhted 12723/114 w ifh• revision "A" on 03/25/05, signed and sealed by Lucas A. Turner, 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 aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. "Submitted under NOA # 05- 0103.03" 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09 /13/04, signed and sealed by Edmundo Largaespada, P. E. "Submitted under NOA # 05- 0103.03" 3. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09 /13/04, signed and sealed by Edmundo Largaespada, P. E. "Submitted under NOA # 05- 0103.03" 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. E -1 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 • • PGT Industries . ... ••. NOTICE OF ACCEPTANCE: iV$XENC SUB UB� • , • . . - -- - 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air PrOgint Test' fe l Br '1' 202 -94 3) Water Resistance Test, ner d TAP ' M-94 4) Forced Entry Test, pet FBC 241 r 3.2. 'MS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FM-4528, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. 6. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E 1300, and structural analysis, prepared by manufacture, dated 12/22/04, signed and sealed by Lucas A. Turner, P.E. "Submitted under NOA # 05- 0103.03" 2. Rev. Anchor Calculations, ASTM- E 1300, and structural analysis, prepared by manufacture, dated 04 /15/05, signed and sealed by Lucas A. Turner, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Material", dated 11/21/02 and expiring on 12/11/05. E -2 • • • • • • • • • • • • • • • . • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • . • ••• • • • • Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 • PGT Industries E -3 • • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• •• ••• • • • • • • • • • • • NOTICE OF ACCEPTANCE: 1 E 4CJ §IJBDIrriTD •.' F. STATEMENTS .. . • ... .. 1. Statement letter of code compliance and no tngngi l igttren, did April 15, 2005 signed and sealed by Lucas A. Turncr,i.F.. • • • •• • • • • • ••• •• G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 05- 0103.03, issued to PGT Industries, Aluminum French Door & Sidelites, Impact, approved on 02/24/05 and expiring on 02/24/10. Herminiio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/18° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. A C. 7/16° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. A D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8° LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16° A,.090 PVB, 3/18" HS). F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/18° HS,.090 PVB, 3/16' HS). A G. 7/8° LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/18° HS). A H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300-98. 3. CONFIGURATIONS: X, 0, XX, XO, OX, X)OC, XXO, OXX, OXO, )COOL, XXXO OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 AND 10. A 5. SHUTTERS ARE NOT REQUIRED. • • 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED OM1!IE • INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7. REFERENCE TEST REPORTS: FTL- 4311, FTL -4312, FTL- 4315, FTL.4527, FTL -4528. FTL-4529, FTL -4530. Ap • •••• • • •• • • • • • • • • • • • • • • • • •• • Pander FX nral Rem1BF Bmom By F.K rata 3/25155 Dabs 0ahx MSc 12/23/04 418/03 kaviskes Checked BF L.T. CHANGE NOTES L 4 AND 7. ADD VANCEVA 017ER1A YEt GLA89 TYPES, MOVE GIBING DETAILS TO SHEET 2 AND OP TABLES TO SHEET A 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BQX 1529 NOKOMIS, FL 34274 I 1 Visibly Better OssePostor GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT sa+mmvdxr FD7 0 spa FULL sa.t 1 m 10 8000 -11 8a A NOA DRAWING MAP TOPIC SHEET GENERAL NOTES CONFIGURATIONS GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 8 PARTS LIST 7 EXTRUSIONS 8 ANCHORAGE 9-10 • • •• • • •••• •• • • • • •• • •• • •• • • • • • • • • • • • `f45 /d 5 Lucas A Turner, P.E. PE X58241 Mechanical • • EXTERIOR .090° DUPONT BUTACITE OR SAFLEXI KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS INTERIOR 7116° NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16° TEMPERED GLASS AIR SPACE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS 95 OR 96 EXTERIOR EXTERIOR 0 /8" NOM. 7/18° NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075° VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 93 oR 94 INTERIOR 5/8" GLASS BITE GLAZING DETAIL `sETnNC BLOC A GLAZING DETAIL C SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3/16° TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • • .076 VANCEVA INTERLAYER • • • • • 3/16" HEAT STRENGTHENED r! • • 97 OR 98 INTERIOR 5/8" GLASS BITE GLAZING DETAIL SETTING BLOCK A GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER ••. • • • •• • • •• • • • • • • • • • • • •• • •• • • •• • • • • • • • • • • •• • • • • •• •• • • • • •• • • • • `/ /(S' /o ; • • • Rend Et.t F.K ep 12444 57: OOim6," F.K I» 9/2✓05 DtZr 17/23/04 RantsIxav A licdsratur Raab Chodad L.T. NEW SHEET. ADD VANCEVA INTERLAYER GLAZINO DETAILS 45 I 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS: 0134274 I Et T Visibly Better Descagfarc GLAZING DETAILS ms ALUM. FRENCH DOOR & SIDE LITES, IMPACT ssmatomt FD750 FULL 2 d 10 oaslog" 8000-11 Rag A Lucas A Turner, P.E. PE 598201 Machan(Del TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 A - 7/16" LAMI (3/16 "A,.090 PVB, 3/16 "HS) B - 7/16" LAMI (3/16 "HS,.090 PVB, 3/16 "HS) C - 7/16" LAMI (3/16 "A,.075 VANCEVA, 3/16 "HS) D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, 3/16 "HS) E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "A,.090 PVB, 3/16 "HS) F - 7/8" LAMI I.G. (3/16'T, 1/4" AIR SPACE, 3/16 "HS,.090 PVB, 3/16 "HS) G - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3/16 "HS) H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "HS,.075 VANCEVA, 3/16 "HS) DOOR e w 0 DOOR HEIGHT CONFIGURATION WIDTH 6 - 79 3/4" 7 - 83 3/4" 87 3/4" 91 3/4" e_ 95 3/4" SINGLE X 3 37" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SINGLE X 3° 37" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 DOUBLE XX e 71 3/4" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE XX 6° 71 3/4" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3dA1 SWI0 SIDE LITE WIDTH SIDE LITE HEIGHT CONFIGURATION 6 - 79 3/4" 7 - 83 3/4" 87 3/4" 91 3/4" e_ %5 3/4; FULL JAMB 0 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 • '80.d FULL JAMB 0 36 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 7-1140 A,E NARROW JAMB O 30 11/16" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 • • bt b. NARROW JAMB O 3&11/16" A,E +70.0 -80.0 +70.0 -79.6 +70.0 -77.8 +70.0 -75.9 +70.0 •.l$5" +62.7 • •,.tae NARROW JAMB O 36 11/16" A,E +70.0 -73.0 +69.5 -69.5 +67.3 - 67.3 +65.2 -65.2 NARROW JAMB 0 3611/16" B,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 :•-141.% NARROW JAMB 0 27 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 : -100.0 +86.8 ' •0.8: NARROW JAMB 0 3011/16" C,G +96.3 -96.3 +93.2 -93.2 +91.0 -91.0 +89.2 -89.2 NARROW JAMB 0 33 11/16" C,G +82.6 -82.6 +79.6 -79.6 +77.8 -77.8 +75.9 -75.9 +73.6 -73.6 NARROW JAMB O 36 11/16" C,G +73.0 -73.0 +69.5 -69.5 +67.3 -67.3 +65.2 -65.2 +62.7 -62.7 NARROW JAMB 0 36 11/16" D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 • • •••• • • •. • • •• • • • • •• • • •• • 5 • • •• • •• • • • • •• • • • • • • .• RevaasF Fx Petal* ore"n ar F(G Datz 3/36/05 tbrbr 05 Dam 12/23/04 Rrv6faa A Nadirs c L.T. NEW SHE FXPPAAV TABLE 1 TO INCLUDE ALL GLASS TYPES 500NFIGURA'TIONS 4/8/05 1070 TECHNOLOGY DRIVE NOKOMLS, FL 34275 P.O. BOX 1520 NOKOOMIS, FL 34274 Visibly Better DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT seriasOodat FD750 NTS meat 3 a 10 Geo@pMc, 8000 -11 A Lucas A. T"i"er, P.E. PE #58201 Meoh"Noal `"/14 .70 r 110 5/8° MAX WIDTH - a 7 - i ( N \ / i \/ - • • • 95 3/4° MAX HEIGHT ALL 791 /8° MAX DLO ALL NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING SEE SHEET 9 AND FOR ANCHOR SECTION DETAILS SEE SHEET 10. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. km Few se FX Rand ay bawd By: beam ST F.K omlee babe bake 12/23/04 r _ 7313/16° MAX WIDTH 37- MAX WIDTH X Ram A Rabbet. cry ay LT. OX OR XO 25° MAX DLO ALL X UNITS XX UPDATE SHEEfREFERENCES, NOTES 2 AND 3 Data 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS, 7L 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13 Visibly Better 3611/18° MAX WIDTH 25° - ► MAX DLO F0750 Sags NTS stook 4 10 145 3/8° MAX WIDTH I I II �i OXO OXXO (SHOWING EACH VERSION SIDELITE) 3611/16° MAX WIDTH 33 3/16° MAX DLO • • • • • •• • •••• • • • • ••• • • • • • • •• • 0 (FULL JAMB) 0 (NARROW JAMB) • • • • • • a EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 8000 -11 Far A • • • • • •• • • • • •• • • 1 • •• • • • • • REVISED • • PVC Ow ••• J * • •••• •• • • • • •• • Lucas 5. Tumor, P.E. PE 958201 Mechanical • • • • • • • • 4- 4_;�"�� , t \-,fit '_H -�- \ \\ ir 1 • • • L VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO — EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL cf_ INTERIOR MAX. HEIGHT VERTICAL SECTION B OUTSWING HEAD 4 OR 7) MAX. DLO EXTERIOR I i� �� VERTICAL SECTION D fris OUTSWING SILL ° n/ l • • • • •••• • A • •n?Ax. • • • • • • ••• • • •• ••• ••e • • • ••• • • • • • • • • • • • • •• • • • • •• • • • • • • • • •• • •P JfFREVISED rart it uwith • a/e • • • .K7 •• • •••• • s Award DA. F.K Reeder per Dram ar F.K Da* 0I15A18 Daba Dare Danz 1223/04 Revtalanx A > r Chedaal LT. NO CHAN[3E THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1620 NOKOMIS, FL 34274 P Visibly Better VERTICAL SECTIONS rms ALUM. FRENCH DOOR & SIDE LITES, IMPACT ar+rmaxe FD750 1/2 alma 5 " 10 aamawo. 8000 - 11 Lovao A. Turner, P.E. PE 050201 Mechanical • • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE SEE NOTE *Tit 1M , 0 DETAIL G STILES AT ASTRAGAL 1.4 5,557TM SEE NOTE DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED SEE NOTE DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) DETAIL E JAMB, FULL JAMB SIDE LITE NOTE ASSEMBLY HARDWARE QTY (3), 11' FROM TOP 8, BOTTOM AND ONE AT MIDSPAN INTERIOR WaTaRIOR •• • • ••• fx.4.0 4--- 1 ••• • • • • DETAIL I JAMB, NARROW JAMB SIDE LITE •• • • •••• •• • • • • •• • • •• • • • • •• • • • •• • • Am Em F.K Rend eF Rea xi By Om may F.IC Dec 307/9.5 Dabs 12/23/04 kerislanw A L.T. chwkwey NO CHANGE TNt9SNEEr 4/8/05 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PST Visibly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT estaa0= FD750 1/2 6 m 10 IkagArc Oft 8000 -11 Rex A Lows A. Turner, PEE PE 058201 Mechanical ini — • • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE SEE NOTE *Tit 1M , 0 DETAIL G STILES AT ASTRAGAL 1.4 5,557TM SEE NOTE DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED SEE NOTE DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) DETAIL E JAMB, FULL JAMB SIDE LITE NOTE ASSEMBLY HARDWARE QTY (3), 11' FROM TOP 8, BOTTOM AND ONE AT MIDSPAN INTERIOR WaTaRIOR •• • • ••• fx.4.0 4--- 1 ••• • • • • DETAIL I JAMB, NARROW JAMB SIDE LITE •• • • •••• •• • • • • •• • • •• • • • • •• • • • •• • • Am Em F.K Rend eF Rea xi By Om may F.IC Dec 307/9.5 Dabs 12/23/04 kerislanw A L.T. chwkwey NO CHANGE TNt9SNEEr 4/8/05 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PST Visibly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT estaa0= FD750 1/2 6 m 10 IkagArc Oft 8000 -11 Rex A Lows A. Turner, PEE PE 058201 Mechanical ITEM DWG B DESCRIPTION PGTS 1 8006 FRAME - HEAD, SILL &JAMB 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 --- FRAME ASSEMBLY SCREW 88 X I° PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 — THREADED ROD 5/16 - 18X36° 6TRODA 36 — FLANGED HEX NUT 5 /16.18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 — 68X3/4° PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 62 8029 SIDE LITE JAMB TRIM 68029 90 — DOW CORNING 899, 983 OR 995 GLAZING SEALANT •••• 91 — 7/16" LAMINATED GLASS (3/16" ANN,.090 PVB, 3/16" HS) 68008 92 — 7/16" LAMINATED GLASS (3/16" HS,.090 PVB, 3/16° HS) • • 93 — 7/16° LAMINATED GLASS (3/10 ANN VANCEVA, 3/16 HS) • • • 94 — „.075 7/16° LAMINATED GLASS (3/16' HS.,.075 VANCEVA, 3/16° H8) ono • • • • 95 8014 7/8° LAMI LG. (3/16° T, 1/4” SPACE, 3/16° ANN.,090 PVB 3/16° 145) • 96 — 7/8° LAMI 00. (3/16° T, 1/4° SPACE, 3/16 PVB, 3/16 ITS) • 97 —.— M 7/8° TA I.G. (3/16° T, 1/4° SPACE, 3/16" ANN.,.075 VANCEVA, 3/16" HS) • • • 98 --- 7/8° LAMI L.G. (3/16° T, 1/4" SPACE, 3/16` HS.,.075 VANCEVA, 3/16" HS) 7990NUTA 105 8022 BACK BEAD 68022 106 8026A SL BACKBFAD 68026A 107 8023A 7/16" BEAD 68023A 108 8024A 7/8° IO BEAD 68024A 109 122a VINYL BULB WSTP (THICK) 6TP247 1 8006 FRAME - HEAD & KILL 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 - FRAME ASSEMBLY SCREW 68 X I° PH QUAD 781PQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 —.— THREADED ROD 5/1618 X 36° 6TRODA 36 FLANGED HEX NUT 5/16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 - 68 X 3/4" PH SQ DRIVE TEK SCREW 78X34PSI W 61 8028 SIDE LITE HEAD TRIM 68028 70 8010 FRAME, JAMB - 68W0 80 8033B FRENCH DOOR ASSEMBLY BEAM • • 6803313 81 — 610. 24X212 "PH SCREW • 82 — 610 -24 HEX NUT 83 • 812 X 112•TRIm TILK SCREW _ - - - • • • FD750 DOOR(S) ITEM DWGS DESCRIPTION I PM FRAME KIT PARTS 1 8006 2 4 5 6 8 FRAME ASSEMBLY SCREW 88 X 1° PH QUAD 7 8009 INSTALL PLATE 9 8032 ASTRAGAL END SEAL DOOR PANEL 5 — BEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL) 20 8012 STILE 21 22 23 24 32 GEAR HINGE, SETSCREW 8632 x 1/4° 33 — GEAR HINGE, MTG. SCREW 0I2 x 3/4° TRUSS HD. 25 — SWEEP SCREWS, 64 X 12" PHI, PH 26 8015 ASTRAGAL, ACTIVE & INACTIVE 27 28 29 30 31 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 8003A 8004A 8008 8007 8014 8013 8017 8016 802113 GEAR HINGE, JAMB SIDE 8020A GEAR HINGE, COVER 8018 GEAR 1112038, BACK -UP PLATE 80I9A GEARHINOE, DOOR SIDE 8035 GEAR HINGE; BEARING GEAR HINGE, MTG. SCREW 012 x 1 112' TRUSS 5ID. THREADED ROD 5/16 -18 X 36° — FLANGED HEX NUT 5 /16.18 8039 TRUSS CLAMP 8043 S/8 GEAR LATCH MECHANISM (ASHLAND) 8030 LOCK BLOCK 8037 8045 8031 8038R 80380 8036 FRAME - HEAD & HINGE JAMB OUT-SWING SILL OUT-SWING SILL COVER DRIP CAP HEAD, SILL &IAMB WEATHERSTRIP (SCHLEGAL) SCREW COVER TOP RAIL BOTTOM RAIL TOP SWEEP BOTTOM SWEEP LATCH AS4'Y SCREWS 88 X 2° SS POLL TRHD WS SHOOT BOLT ROD (SULLIVAN) STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) SHOOT BOLT GUIDE SHOOT BOLT GUIDE & STRIKE SCREW 8-32 X 3B" SS PHIL!. TRIM RIGHT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) LEFT - STRIKE PLATS AT ASTRAGAL (ACTIVE HINGED RIGHT) S1RIKEPIATE SCREWS 8-32 X 3/8° SS PHD,L TRHD STRIKE PLATE MIDDLE SCREW 6-24 X 12" PH STRIKE PLATE AT HEAD & SILL HEAD STRIKE SCREWS SS 8 X 12 PHILL FH 51 STRIKE PLATE SCREWS (4,4100 SS 8 X 12 MILL UNDERCUT FH 52 8041 ACTIVE TRIM SET (ASHLAND) 53 8042 PASSIVE TRIM SET (ASHLAND) 54 8044 STAINLESS STEEL PASSIVE LACK GEAR (ASHLAND) 68006 68003 68008 U83 3/18 68007 68009• 781PQA 48032 U83337T8500 68012 68014 68013 68017 68016 68015 6802111 68020A 68018 68019A 68035 6TRODA 7990NUTA 603784 48030 78X2TPAX 48031 78X38PF1X W5110-43S1 W5110 4451 78X38PFTX 7612FPTX 78587AX 78X12PFHUX FD750 FULL JAMB SIDE LTTE PD750 NARROW JAMB SIDE LITE ASSEMBLY KIT GLASS, BEADS & SILICONE • • • • • • •• • •• • • • • •• • • •• • • • • mace avow) • • as loft do Fiat •• S••■ • • • • • •• • • • • •• • • • • • Z `ffl <l • • • • • • Rated 87: F.K 1y. w De®n FIG Oats 9155106 Dar 0715: Datir 12/23/04 Revfebac A aewbm ADD ITEMS 53. 94, 87AN088 4/8/ 05 13malaG LT. 1070 TECHNOLOGY OWE NOKOMIS, FL 94276 P.0.8QX 1529 NO8035$ FL 34274 PA Visibly Better PARTS LIST Tmc ALUM. FRENCH DOOR & SIDE LITES, IMPACT a..amee FD750 NA sh.7 10 ato6m 8000 -11 . Rog A Lime 0. Lu P.E PE 668201 Mechanical 1 • • 1.000 3.838 --►I O #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL 2.000 1 L .965 I+-- 3.990 ►1 20 #8012 6063 -T6 STILE o4e 10 t .442 - ►1. #8022 6063 -T5 BACKBEAD 1 #8026A 6063 -T5 SL BACKBEAD 8250 #8013 6063 -T6 BOTTOM RAIL y .818 j-.-- #8023A 6063 -T5 7/16" BEAD .957 1--- #8024A 6063 -T5 I.G. BEAD 3.636 -►{ O #8003A 6063 -T6 OUT -SWING SILL 1 lS U 1- 4.434 - - - ►1 21 #8014 6063 -T5 TOP RAIL 2.622 -j 61 #8028 6063 -T5 SL HEAD TRIM -2.313 -11 .050 62 #8029 6063 -T5 SL JAMB TRIM O #8004A 6063 -T5 3 OS SILL COVER .075 1.467 1.835 #8033B 6105-T5 80 FD ASS'Y BEAM .050 .075 1.033 r _ 1.812 -+ .100 O #8009 6063 -T5 INSTALL PLATE 1.170 2.544 26 #8015 6063 -T6 ASTRAGAL 1.000 #8039 6063 -T6 TRUSS CLAMP 1.000 I+-- 3.836 --3-I1 70 #8010 6063 -T6 NARROW SL JAMB #8008 6063 -T5 DRIP CAP r _ 1.940 -3--1 .050 O # 8017 6063 -T5 TOP SWEEP 2.260 075 #8021B 6063 -T6 GEAR HINGE, JAMB 742 353 .072 J • ' • #8020A 60$3 -Td GEAR HING� • ; •••• 14. • • • I� 1.763.E ': •• •• #8018 60 :3 HINGE, BACK-UP' ▪ 4 075 • • 2.438 30 #8019A 6063 -T6 GEAR HINGE, DOOR a+Uly • • • • • •• • • • • • • • D #8007 6063 -T6 6 SCREW COVER .050 .797 T- 22 40 2O #8016 6063 -T5 4 BOTTOM SWEEP •••• • • •• •• • • • • •• • • •• • Ae •li PidW • • • • • • • • ••• • • • • Raw407 FJL Arad All: Dam er: FK 0= 92x05 0417 12/23/04 Ravilone A ReAskar Rerffibns 50=4 y. L.T. NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT F13750 1/2 8 s 10 8000 -11 A Lucas A. Twr,er F.E. PE 9813201 Mechanical • • • En- 161- Err - 1, DETAIL A 1/4" TAPCONS OR #12 SCREWS (SINGLE PANEL) SEE NOTE 5 FRAME FRAME MIDSPAN O :> MIDSPAN 181/2° MAX TYP. 11° 3" 11° 11 ° 11 " f-- -16°1_ Q4- DETAIL B 1/4° TAPCONS (2 OR MORE PANELS) MIAMI -DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. DETAIL A ABOVE REPRESENTS ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. 2. DETAIL A - SINGLE PANEL CONFIGURATIONS ANCHORED WITH 1/4° TAPCONS OR #12 SCREWS HEAD 8° MAX FROM CORNERS SILL 6° MAX FROM CORNERS. JAMBS 11 ° MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 1/2° MAX SPACING THEREAFTER. SEE NOTE 5 18 1/2" MAX TYP. FRAME MIDSPAN — 3. DETAIL B - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 1/4" TAPCONS HEAD 6" MAX FROM OUTSIDE CORNERS, AND AT 3° AND 6° MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. SILL 8° MAX FROM OUTSIDE CORNERS, AND AT 3° AND 8 MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. JAMBS 11 MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 181/2" MAX SPACING THEREAFTER. 4. DETAIL C - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH #12 SCREWS HEAD 6" MAX FROM OUTSIDE CORNERS, AND AT 3 °, 6° AND 9° MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS SILL 6° MAX FROM OUTSIDE CORNERS, AND AT 3 °, 6° AND 9° MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS 11° MAX. FROM CORNERS. ONE ANCHOR AT FRAME MIDSPAN, 181/2° MAX SPACING THEREAFTER. 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FOR THESE INSTALLATIONS SEE DETAIL A OR B ABOVE. ENCIRCLED ANCHORS IN DETAIL A ARE REQUIRED FOR NARROW JAMB SIDELITES, BUT OTHERWISE MAY BE OMITTED. ENCIRCLED ANCHORS IN DETAIL B ARE REQUIRED IN THE HEAD AT THE ASTRAGAL LOCATION OF XX PANELS, BUT OTHERWISE MAY BE OMITTED. ALL PANELS MAY BE INSTALLED WITH EITHER #12 SCREWS OR 114° TAPCONS. DETAIL C #12 SCREWS (2 OR MORE PANELS) • • • • •• • • •••• •• • •• • • • rtOr _ • • •• •• ••• • • • •• •• • • • • •• • • • • • • • OYW • • • •••• • • • •• • •• • • • • • • • • • • • • • • • • Fx 0o NO CHANGE THIS SKEET pals 3/2505 0= 0=007. FJC tioisicas A Realsfarns Reviews 6h6W°°eF LT. 4/5/05 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. BOX 1628 NOKOMIS, FL 34274 eGT Visibly Better ewe ANCHORAGE SPACING 1 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Corladdode F0750 NTS 9 d 10 Mateo Mx 8000 -11 L•.nas A. Turner, P.7. PE 058201 Mechanical • • • 1/4" MAX. SHIM NOTES: CONCRETE 1x WOOD (NOTE 3) 1/4" TAPCON (NOTE 1) 2x WOOD (NOTE 2) #12 SCREW TYPICAL DOOR AND SIDE LITE HEAD 1 1/4" MIN. 1 1/2° MIN. 1/4" MAX GROUT, SEE NOTE 5 1/4" MAX SHIM 2x WOOD (NOTE 2) 1 1/2" MIN. #12 SCREW a EXTERIOR INTERIOR 1 (ALL HEAD & SILL SECTIONS) Q TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) 1/4" MAX GROUT, SEE NOTE 5� 1/4° MAX SHIM 1 1/4" 1 1/4° MIN. 1 1/2° MIN. 1/4° TAPCON (NOTE 1) 1 1 1/4" MIN. • #12 SCREW 1/4° TAPCON (NOTE 1) MIN. +• auNqunu 1111111-111 � ' .nwnuuu. CONCRETE $ OR CONCRETE ..1..::- % (NOTE 3) CONCRETE BLOCK ,: Ix WOOD ' I f I I 1/4° MAX. SHIM -- '^I 1— 1/4° MAX. SHIM — . -- I Y" 1/4" MAX SHIM —••••1 1 TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE LITE SILL CONCRETE •••• • • • • •••• • • • •• s •• • • • • •• • • •••• • • •••• ■Rx WOOD oddirE 2) • • • TYPICAL DOOR SILL. • • 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. • • • 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2° THK OR MORE TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICflON. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THK 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 8083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET 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 PRESSURES SHOWN ON SHEET 3 AND A ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 9 MAY BE USED. 5. IF SILL IS TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. • •,. • as • • • • •• • 1/4" TAPCON (NOTE 1) 4 INTERIOR (ALL JAMB SECTIONS) EXTERIOR U 0 • • •• • • • • • • riaoStr aEVISED • • r wNrr.Yrai•• • • • FI ~ • • • • • • • • 4 • FK Retsd e Y Baer Datze Solsbox A andme 42 F.I( 12/23/04 LT 4/8/05 UPDATE 9I4F7NEFERENOENOTE4ANDADD E TEMOiUINTBOORDIAGP,#MS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3477E P.O.13QX 1529 NOKOMIS, FL 34274 PST Visibly Better FD750 ANCHORAGE DETAILS Talc ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1/4 Shoat 10 s 10 5-Ao. 8000 -11 A Lucas A. Turner, PE PE 068201 MecheNal