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WS-08-2072inspecuion Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: ;305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 23, 2009 Inspector: Bruhn, Norman Owner: LUND, KENNETH Job Address: 1001 NE 96 Street Project: Miami Shores, FL 33138- <NONE> Contractor: STANLEY SUMMER LLC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (714)721 -2270 Parcel Number 1132060143740 Phone: (305)776 -2443 Building Department Comments 84* 2 4 PAID Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 22, 2009 Page 2 of 28 'x y Miami Shores Village 19. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building NCY Roofing Owner's Name (Fee Simple Titleholder) La,/ e Owner's Address /56 Ale S71 City /f% /.1.44 / � j/IA/es State ,4 - Permit No. S 0 6 ter Permit No. Phone # Zip .73/ ?d� Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village /41)/ A/5 %'d s71 County Miami -Dade Zip 73/J� FOLIO / PARCEL # //32 a 4' -45,/(1- ,y ? Is Building Historically Designated YES NO k Contractor's Company Name 7 J/��v�c J Gt! C Contractor's Address .10 2 6'0'4 G' C''�/ger •dsC City „Wit /9-44 J4' 'J State , Qualifier Name 54sl47 �Ja✓��t State Certificate or Registration No. /j/c52 Phone # -7/$5 : zy r Zip 3.S/SP Phone # 7® r- j X ° OW/ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition ['Alteration Describe Work: P .,606441' Square / Linear Footage Of Work: ONew G /?G/!id Repgir/Replace El Demolition Submittal Fee $,,,0 Notary $ Scanning $ Bond $ Permit Fee $ Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ s * * * * * * * * * * * * * * * * * * * * ** CCF $ * * * * * * * * * * * * * * * * * * ** CO /CC Structural Review. $ Total Fee Now Due $ See Reverse side —, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Addr ss 'I 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 thh issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) da after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a a repecti e will be charged. /. Signature Owner or Agent The foregoing in trument was acknowledged before me ' day of ,qtr .b, ', 2o(9 , by dve�.�k f who is ersonally known, to m or who has produced As identification and who did take an oath. NOTARY PUBLIC-STATE OF FLORIDA Sign: ~ t,•••4 nastasia L Espinosa TT- vim., ; commission ai`DD712174 Print I Expires: SRP 116 ,2011 BONDED T1iRU 4TI;ANrIC BONDING Cp.,9NC. My Commission Expires: Contractor The foregoing instrument was acknowledged before me this 2 day of Nb'IAA ,20 -0 X,by Sir4,0 ley SU ne', who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ****************:*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sign: %! ,. ART PUBLIC•STATE OF FLORIDA ► t is L. Espinosa Pri Commission # DII712174 '•.,,,,,,o� Expires; SEP, 06, 2011 My Commissiffi VIRATIlencwni (GCa,INC. APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) am loose sMowsw UMW VI namemaw MUM m te=a MOO Kt q;m�r') . This instrument Prepared By: Name Sc at) Address Permit No. RCOg 'S STATE OF ___F6,--1.41c- COUNTY OF 1 l SAU.,1dAN N rri �7 33i3T NOTICE OF COMMENCEMENT Tax Folio No. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property and in accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) 100( /L: ti / C' r. A4,: j s /cam ( 3 3 t 2. General description of improvement: ,1 t rteJtel/ 2 t70 D L 4'`t o At °- b rrcL f i i 0/4- i.4 (4) AI 7f t to 3. Owner information a. Name and address: /<PFvr1 ' L-',v j . Interest in property: 0 Name and address of fee simple titleholder (N other than owner): ontractor. J O CY s C a f.tS T eo c.. 10 FA tic t St 6/ ../ e e Z p Name and address: 28 0 S w i6 ST Pt G 40 pelt t A 333 12. Phone number: gsf- SCg -23 f3 /S'r �. `a!` Y /loco ;a. Cr- �w as e3 _w f'•i Cf. w _Gst- w urety . Name and address: b. Amount of bond $ c. Phone number: wFsyry� s`22l R,at, c4 6. Lender a. Name and address: b. Phone number: 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: a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienoi& Notice as provided in Section 7.13.13(1)(b). Florida Statutes: a. Name and address: b. Phone number: 9. Expiration date of notice of commencement (the expiration date Is 1 year from the date of rewriting unless a different date Is specified) . ,1 WARNING TO OWNER: ANY; PAYMENTS MADE BY THE OWNER AFTER THE EXPIFb TION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,;', PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMEN TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT' MUST BE RECORDED AND POSTED ON THE JOB ASITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF bOMMENCEM NT Signature of Owne`or • ees ALtthorized Officer /Director Partner/Manager fl E rf4 R(d G: ti Signatory's Title /Office T) ffooregolog'inotrumeq(was acknowledged before me this to ,day of iJ v�� 'gear �tff--l'n .. ill ++�> (Y ) by (type of (name of person) as Q rrlr u � �.- authority, ...e.g. officer, trustee, ;attorney in fact) for — (name of party on behalf of whom Instrument was executed). 49,1Y1N. moRRIS R. STEEIQEY MYMOWN DD 666723 EX!(ES: Mayo, 2011 agnaxI Rae audOt t>n/Servites f / Signature of Notary Public - Stat a of Florida Print, Type, or Stamp Commiss Name of Notary Public Commission Number ' Ri. Personally Known or Produced Identification rLI/L. Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated iii it are true to the best of my knowledge a g and belief. Signature of Natural Person Signing Above Miami Shores Building Department Product Approval Schedule / Comparison Chart (Permit No.' Address: 1001 NE 96th Street, Miami Shores, FL 333138 Opening Description of Product Acceptance Product Approval Opening Rough Opening Shutter Required Mullian Required Impact ID Window/Door/Mullian Zone Number Design Pressure Design Pressure Size YIN YIN YIN ( +) PSF ( -) PS) ( +) PSF ( -) PS) 1 Casement - xx 4 08 -0117.11 75.00/75.00 59.53/64.58 63x50 5/8 N N Y 2 Casement -xx 4 08- 0117.11 75.00/75.00 59.53/64.58 63x50 5/8 N N Y 3 French Door 4 07 -0103.02 75.00/80.00 57.05/62.09 80 x 82 N N Y 4 French Door 4 07- 0103.02 75.00/80.00 57.05/62.09 80 x 82 N N Y 5 French Door 4 07- 0103.02 75.00/80.00 57.05/62.09 80 x 82 N N Y 6 French Door 4 07- 0103.02 75.00/80.00 57.05/62.09 80 x 82 N N Y 7 French Door 4 07 -0103.02 75.00/80.00 57.05/62.09 80 x 82 N N Y 8 Casement - xx 4 08- 0117.11 75.00/75.00 59.53/64.58 63x50 5/8 N N Y 9 Casement -xx 4 08- 0117.11 75.00/75.00 59.53/64.58 63x50 5/8 N N Y 10 French Door -x 4 07- 0103.02 75.00/80.00 57.05/62.09 80 x 82 N N Y 11 Horizontal Roller xo 4 06 -0405.06 75.00/75.00 59.53/64.58 60x50 5/8 N N Y 12 Casement -x 4 08- 0117.11 75.00/75.00 59.53/64.58 37x38 3/8 N N Y 13 French Door - xx 5 07 -0103.02 75.00/80.00 57.05/74.74 110 x 86 N N Y 14 French Door - xx 4 07- 0103.02 75.00/80.00 57.05/62.09 96 x 96 N N Y 15 French Door- x 4 07 -0103.02 75.00/80.00 57.05/62.09 80 x 81 N N Y 16 Fixed Window 4 07- 0418.06 80.00/80.00 59.53/64.58 60 x 60 N N Y 17 Mullian 1x4 06- 0125.06 134 -127 18 Mullian 2x4 06- 0125.08 1 04/1 39 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 500 • • PERMIT #: Miami Shores VIl la • e APPROVED BY #?1111 ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS CO El • • • • ••• • •• •• ■ • • • • • ■ • • • • • ••• • • • . • • • 440 5 °4 be Qkutve comter : 142 at 6raeatoee tom: 341 51 marble Ilea: 11 rd morbel Wis. 22 at Pmesl from: 196 of counter :93.9 of u I4oe*,a tear: 119 at f+' is) 1.r) • • ••• • • • • • •• • • • • • • • ••• ••• • • • • -• • • • ••• • • • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • ••• • • • •• • • • Q a$lme floor: 999 el r; O ' hestoe floe: 496 of 4. PneeWe floor: 329 of // •• • • • • • ••• •• AI teltd • 6. • • • • • .. . .... • • . . . • • .. • • ••• • • • • • • • • • • W�i' • CJear.Dbjectives with Our Customers .. ..• • • • . • .. . • .. • .. • ............ • Build Relationships • Generate Demand • Create Access • • ••• • • • •.. .• •• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 1 a a a a a a a /h al O gal stone Flom 496 of CV 011" II wood Boon I j r • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • . • • • ••• • • • • • • • • •• ••• •• • • ••• • • • •• • i • •• • • • • • • • • area flow: 266 of 6m¢ 496 of stand sod Bow: 179 et stained woad Boor. fl7 sl stoned good floor•. 166 -b- web marina was 172 d bastes edmter : I65 • Hi m6rdi r 14.4 ' -8 Mule math was 72 sf • MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingpodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). 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 2 "x Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6223, titled "2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05103/06, prepared by PGT Industries, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Renewal 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 manufacturt at its distrrbuto s and shall be available for inspection at the job site at the request of the Building Official. • • • • •• This NOA renews NOA # 040528.06 and consists of this page 1 and evidence pages E -1 and &2, as well as approval document mentioned above. • • • • • • " • •' • The submitted documentation was reviewed by Jaime D. Gascon, P.E. •••• •••• • • • •• •• •••• • •: MOA No 0640125.08 • • Expiration Me: Ji ife"2 V011 Apppov€ J1late: Jwde eft, 2006 • •• • ••••Pgge1 • •• • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's dic drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" on 05/03/06, prepared by PGT Industries, 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 fixed aluminum 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. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 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 aluminum windows (00configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 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 discussed along with installation diagram of a pair of fixed aluminum windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3A" wall vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" C. CALCULATIONS • • 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004' • • prepared by PGT Industries, dated 01/23/06, signed and sealed by Hobart L.Glalk, • P.E. • . • • • • •••• •••• • • E -1 •••• JAN ascon, P.' • Chief, Prodd&t Cdntrol DMVMSMMn Mgt it) 06- 0125.08 Expiration Date: Tune 28,2812 • ApprovalPatsaune 08, 1000 • • • • • • • • • • • • S. • •• • • • • • • PGT Industri NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23 /06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No, 04-0528.06, issued to PGT Industries for their 2" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/04 and expiring on 06/28/06. 2. Letter from consultant dated 04 /21/06, stating that the product is in compliance with the Florida Building Code (PBC). E -1 • • • • • • •• • •• • • • • • • • •• • • • • •••• •••• • • • • • • •••• •••• • Jaime P . tk ,: , n, P Chief, Product•Coritrol Division • NI;A i4'an06- 0125.O8' • • Expiration DAte: June 28, ZAff • . Approval nate:A we 08, 2866 • • • S. • •• • • • • • • • • •• •• • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • ••• ANCHORS DETAIL "El", "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS ANCHORS DETAIL A ANCHORS DETAIL A W =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +1-12 MULL LENGTH = W OR Wi +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 Ill ANCHORS DETAIL B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS M3 (D IW / C 0 mod! W 1--- - -w2 W =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +1-12 MULL LENGTH = W OR Wi +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 Ill ANCHORS DETAIL B ", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W l +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 NOTES; 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS; FTL -2902, 2903 AND 2975. 1 • • •• • • • • • • • ANCHORS DETAIL "B", • • "C" OR "0" BOTH ENDS ANCHORS DETAIL "B'; "C" OR "0" BOTH ENDS MULLIONS M3 (D / C 0 �� 'Ni-- ° ---tri 1 `l W3--- - u, W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE' FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W l +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 NOTES; 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS; FTL -2902, 2903 AND 2975. 1 • • •• • • • • • • • ANCHORS DETAIL "B", • • "C" OR "0" BOTH ENDS ANCHORS DETAIL "B'; "C" OR "0" BOTH ENDS MULLIONS • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • •• • • MULLION W = W 1 +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 ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS if I Robes{ i. Clerk. P. E. PE #59112 Structural Raved 9r F.K. Rama ar F.K. Drawn BY: P.J.P. t�IN /06 5/.5/06 4%28 /o0 Revisions: B— REWISE ANCHORAGE Rerfetwax C CHG TINNS SIFT DeaedpNm+: 2" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION series/model: MULLS Ste: NTS 1 of 5 Drawing • 6223 AI_ i / >� �, --W1 W2 'A' • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • •• • • MULLION W = W 1 +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 ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS if I Robes{ i. Clerk. P. E. PE #59112 Structural Raved 9r F.K. Rama ar F.K. Drawn BY: P.J.P. t�IN /06 5/.5/06 4%28 /o0 Revisions: B— REWISE ANCHORAGE Rerfetwax C CHG TINNS SIFT DeaedpNm+: 2" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION series/model: MULLS Ste: NTS 1 of 5 Drawing • 6223 • • •OO •e 0• • • • • • • • • • • • • • SOO • • • • • 00 00 • • • • • SOO • • • • • • • • 0 • O.* • • • • ••41 PGT 2x MULLIO MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 2x MULLIO FOR 2" MULL 1 PGT 2x MULLION 2" MULL=1" 3 MIN. 4(TYP #12 FH SMS STAGGERED ON PGT 2x MULLIO OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE .3 TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" OR 6°1 WOOD BUCK REMOVED TO CONCRETE WOOD WOOD 2 1 MIN. rBUCK 2(TYP) 1h(TYP 14 MIN. t TYPICAL MULLION TO STRUCTURE WITH WOOD 11QCKRfA40 D FROM CONC. DETAIL "C", #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 WOOD BUCK. DETAIL 13" PGT 2x MULLION-- I- NOTES; 14 MIN; 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2". ELCO 1/4" SS4 CRETE-FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRut-FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCAITONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL-TO-CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP-TO-OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. 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. 5. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. • #12 FH SUS • • STAGGERM •OND • : MosIT4 sta.. • ▪ (SO:AS ow va„ • INTERFERE WITH EACH OTHER) Nfa 3 • • 41/4140PC641 ..9E,F VOTES 1:& 3 .• • ••• •• #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 WOOD BUCK 1/4" TAPCON, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" ramisCre011111) re, 00 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 50X 1529 NOM/WS, FL 34274 Are'. 17g/06 8-REAT ANCHORAGE F.K. 57.3/04 C-NO CHG THIS SHT 4/28/00 2" HEAVY WALL, CLIP INSTALLATION DETAIL TRIo: ALUMINUM TUBE CLIPPED MULLION Serlesjekeee I Seale —Sheet MULLS NTS 2 '5 Drawing N. 6223 Rev: • • •• •• • • • • • • • • • •5• • • • • • • • •.• • • • ••• • • •• •• • • • • • • • • • •.• • • • • . . PAIN. (TYP 2" MULL CLIP EXTRUSION DWG #513 2" MULL CLIP W/TABS REMOVED EXTRUSION DWG #513 ®f— 'A' /2 'A' (3) ANCHOR LOCATIONS iMIN. FROM ENDS (TYP) MIN. (') 1-.2A 1/2-1 (3) ANCHOR LOCATIONS CUP LENGTH CHART FOR Ix MULL MULL SIZE 'A' 2 x 4 x 1/4 3 7/16 2 x 6 x 1/4 5 7/16 NOTES: MW. -- 3 MIN. MIN. 3 gdi MIN. 13 (4) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. (TYP) 'A' (4) ANCHOR LOCATIONS I IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 'A' (6) ANCHOR LOCATIONS MIN. FROM ENDS (TIP) MIN. (TYP) (6) ANCHOR LOCATIONS MIN. i/•d' • • • (A'-3/4 3 EQ. SP. • • 9 MAX. • • • • ••• J • •• oleo •. • • • • • • •• • • • • • • • • • • • • • ••5 •• MIN. (A'- 3/4)/3 3 EQ. SP. ®. 'A' (8) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) A ('A'- 3/4)/3 (8) ANCHOR LOCATIONS TO BE USED ONLY WITH PM -INDUSTRIES PRODUCTS APL' 3A7 2' P.E. Struaboal F.K. drawn 6y: P.J.P. 9/06 3/06 $ 3 -4 HOLE APP. ROVISIOTIO: -ADD MISSING DIM. 4%26/00 Descriptiom 2" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 ALUMINUM TUBE CLIPPED MULLION SntsaMedet MULLS Saatle: NTS SAeet 3 015 airs 6223 • ••• • • • ••• • • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• 1 4 NOTE- 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• ••• • • • • •• • • • •• ••• •• •1 V • • • • • • • 4 2x HEAVY WALL MULLS MAT'L: 6063 —T6 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5-1 .Cart L Clark, PE. PE /39712 Structural s /06 3%3/06 48/00 8 -NO CHC. rids so. C—NO D�mipNan: 2" HEAVY WALL, MULLION PROFILES 1070 7WHN01.0G1 OWE NOKOAOS FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 ALUMINUM TUBE CLIPPED MULLION seem/mow: MULLS Sardic Short of 5 I Crowing No. 6223 1X CHART 2. - 2x6x.250 50 60 ANCHOR TYPE & QTY. (3) A (6) B v a 0 x W 42 48 60.625 54 60 63 66 170 (4) A (3) A (8) B (6) B 170 170 170 170 170 (4) A (8) B 70 (3) A (4) A (6) B (8) B OPENING WIDTH IN INCHES 80 90 100 110 (3) A (8) B (4) A (8) B (3) A (4) A (8) B (8) (3) A (6) 8 (4) A (8) B (3) A (6) B 120 130 160 (4) A (8) B (3) A (6) B (4) A (8) B (3) A (8) B 170 170 1 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 (4) A (8) B 170 170 (3) A (6) B (4) A (8) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 72 78 78 84 90 96 108 111 144 170 170 170 170 170 1 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 i 170 170 170 170 170 168 170 162 170 159 170 158 170- 170 1 170 165 170 154 170 146 170 140 170 136 170 134 170 1707 158 170 133 170 170 170 170 170 168 1 170 154 170 143j 170 135 170 129 170 125 166 122 162 119 159 170 170 170 170 162 1 170 148 170 138 170 130 170 124 165 119 159 116 155 113 151 170 170 166 170 148 170 134 170 124 1 166 170 170 153 170 136 1 170 123 164 113 1 151 117 106 155 111 148 106 142 103 137 98 130 141 100 133 96 127 92 123 86 116 165 170 142 170 125 1 167 113 151 104 139 97 129 91 123 87 115 83 109 77 98 Vertical Mull Mull Length J ,Opening _ 1 Width Horizontal Mull Opening Width Mull Length -1 Multiple Mulled Units Length I---\10pening Width 144 170 123 163 109 1 141 98 125 89 1 112 83 102 78 95 73 88 70 83 63 73 140 170 119 154 105 1 133 94 118 86 1106 80 97 75 89 71 83 67 78 61 68 105 108 _ 89 90 78 178 69 61 161 56 56 51 51 47 47 44 44 37 37 CHART 1. - 2x4x 250 ANCHOR TYPE & QTY. MULL LENGTH IN INCHES 42 48 50.825 54 60 63 66 72 • • 78 • 90 96 • .1 ••M1i • . 144 OPENING WIDTH IN INCHES 50 8t 70 80 " 90 100 110 " 12P 130 160 (3) A (3) A (6) B (6) B 170 170 (3) A (6) B (3) A (8) B (3) A (6) B (3) A (8) B 170 170 170 170 (3) A (3) A (6) B (6) B 170 170 (3) A (6) B 170 (3) A (6) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 166 162 160 159 159 170 170 170 170 170 154 149 146 145 145 163 141 152 :1a • 411,:15$ • 30 :1a• 166 125 113 142 139 127 114 104 135 124 119 107 97 129 125 119 _ 115 114 110 102 98 92 88 123 112 107 94 85 122 109 104 90 79 151 129 0$' •107 ; 90 •9 r• • , 545 i 7 • 112 x'.78 •72_ _•32 100 91 83 78 73 69 63 ••fi9 •25 ...62 • 57 •• 57 52 23 53 49 48 45 21 20 47 43 18 41 37 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. 1/4' TAPCON B. #12 SCREW :.r•eaa.rreat srrr. rzreydsf e TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS PE #397oi 12 Struotur 7/ F.K. 1/9/06 E- REYIS E ANCHORAGE 5/3/06 C- cgs INS Siff Omen ey: P.J.P. 48/00 2" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Tim: ALUMINUM TUBE CLIPPED MULLION Sore /Mee•!: ScaJo Meet Drawing No MULLS NTS 5 of 5 6223 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • MIAMECaADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 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 (AHD). 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 AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by 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: 1"x Std. Wall- Aluminum Tube Clippe Mullion- L.M.L. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum 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 05/3W06, bearing the MIiami Dade County Product Control Renewal Stamp with last 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 pall be done in its entirety. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingc eomline.com INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer orivittlstebutor;. . and shall be available for inspection at the job site at the request of the Building Official. • '..' This NOA revises and renews NOA #04-0528.04 and, consists of this page 1 and evidence paps gl and E-2, as. well as approval document mentioned above. .... •••• • The submitted documentation was reviewed by Jaime D. Gamin, P.E. • •••• NOA? 4125.06• • • 0 • Expiration Date:.kasst8, 2011 • Approval DateiJul 21), 2006 • • • • • • • Page l •••• • • • .. • .. • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28100, with last revision on 05/30106, 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 fixed 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. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 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 lx 2 x3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ]DTI.- 2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -20Q4, • prepared by PGT Industries, dated 05/30/06, signed and sealed by itollrr L. • Clark, P.E. E -1 • •• • •• • • • • • • • • ••• • •••• •o,• • Jahn p . ••• Chief, Produ&t&irol MAI&Sr' NtrA Mr:06-0125.0C Expiration Dite: Jute 28, P' • Approval I3ate:Joly 20, Mt • • • •••• • • • •••• • • •• • •• • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. 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 1. Notice of Acceptance No.04- 0528.04, issued to PGT industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28 /06. • • • • • • • •• • •. • •• • • • •• • • 411.11►. - • • hi • 1 :...,n, -FA Chief, Product (%ntrol Di, s on 1C 45-012.5.06 Expiration Dare: J e 28, 2 df • . Approval Doti et 20, 2011:6. E -2 • •• • ANCHORS DETAIL "B", "C" OR D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS W = W1+W2 H =" H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINE MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING - W OR W1 +W2 MULL LENGTH = H1 1. THE 33 1/3% STRESS INCREASE HAS SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 7 UNITS. 3. MULLIOqS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFER-WE ' —' 7EST ?EMITS; t7LT,29b2, 2903 AND 2975. • fLCO •TEKTROM NOAH 04- 0721.01, 03- 0225.05 • • • 14FhPA Af?r20811. FOR WOOD CONSTRUCTION • • • •'ADM'!000 ALBMI■U*I • DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & IEbIED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE• ZONE ), • 8. WOOD:B*4 BY E4S,.• MUST et ANPORED PROPERLY TO TRANSFER LOADS TO pc rpm'. • • • • i • ANCHORS DETAIL "B° G" OR D" AT BOTH ENDS AND AT BOTTOMS W2 3 W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMI11i1NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1+W2 +W3 M4) MAX OPENING = W1+W2 OR W2 +W3 MULL LENGTH = HI NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "137, "C" OR "D" BOTH ENDS ANCHORS- DETAIL B", C" OR "D" BOTH ENDS MULLIONS H MULLION Nft--- +--WZ 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 FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, ULUON H =H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING ffi H OR HI +H2 MULL LENGTH = W REFER TO TO BE USED ONLY WITH PGT INDUSTRIES • • • • • • 2 PE Re. Structural 1070 TECHNOLOGY OW NOKOWS, Fa 34275 P.O. BOX 1528 NOKOMS, F1. 34274 F.K. F.K. 5 8/08 Wa P.J.P. . 28/00 PRODUCTS 1" STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Oaring No. Soleytiodsk Swim MuL.S NTS I of 5 6220 I D ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• PGr ix MULU MULLION CUP. CUT FLANGES OFF CLIP TO FORM A It CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLIO " MULL.. r MIN. 2 " OR 4" FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 #12 SCREW, SEE NOTE 3 PGT I x MULL IO WOOD BUCK REMOVED TO CONCRETE WOOD MIN. / BUCK *rip) SEE NOTE 1 SEE NO #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL C:" 2" OR 4" /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE $17H EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & r PGT 1 x MULLION -- SEE NOTE 1 mosucr mum= NOTES: WOOD BUCK. DETAIL 151 1. FOR CONCRETE APPLICATIONS IN WWI-DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY SEE 'f„: ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NO7 IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE-FLEX 1 3/4" t ,.; 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. ODD BUCK TYPICAL MULLION TO- STRUCTURE _WITH WOOD BUCK AND CONC.. DETAIL "L)" 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS. 6E6 *SHEET .3 •QUA1J77iY OF•PINNING SCREWS FOR MULL -TO -CUP TO BE HpLF THE :o WI IT P4I1RS FROM CUP -TO- OPENING (MINIMUM OF 2 • PER► 0 • 5. t RTA�FZ•Q .DF•/�HD VAN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND FFTT�HE APPLICABLE MULL SIZE AND CONS •AQQSHAWNWIM'THESE•DUATLQl•ARE NOT PART OF THIS APPROVAL ALL 6. REFEi4CE51 i�•R�TSw :71,-2902, M BE PAINTED AND 22975.OR PLATED. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS ristvos NOTES 3 & 5 3 8 /US O FAD DETNLS `V UY "Ti tW70 TECHNOLOGY OHNE 1VOKOWS, FL 34275 P.O. BOX 1528 NOHOW, iL 34274 Robert L park. P.E. PE 139712 Sbuctural ALUMINUM TUBE CLIPPED MULLION 5• Ma 6220 MULLS NTS 2 0! 5 . . . ••• • • • • ••• • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • f • • •• •• • ••• • • 1° MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 144U• • • MULL SI# 1 x 2 x 1/8•• 1 x 4 x 1A• . • • •A ,• •• I.V(8: Yff! /1�• • • ••- • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • A TWO (2) ANCHOR LOCATIONS NOTES; © FOUR (4) ANCHOR LOCATIONS 1. “la..i • QUANTITY OF ANCHORS SHOWN ARE FOR • • •P�CTj! ESENTATION ONLY. FOR CORRECT QUANTITY 4F ANt PLEASE REFER TO CHARTS 1 AND 2 ON • 9HE# • 5. AND THE CORRECT MULL SIZE AND PRESSURE • frQ{1IRCD AIR YOUR SPECIFIC APPUCAT7ON. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. • ••• ••• ItEF'ERENQ TES ' REPORTS: FTL -2902, 2903 AND 2975. • • • • • • • • • •• • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• • • 1" MULL CLIP W/TABS REMOLD (CLIP TO MULL) EXTRUSION DWG /1099 MIN. LA O ONE (1) ANCHOR LOCATION A/2 .(3)EQ.SP.0 (A -3/4)/ iMIN. A THREE (3) ANCHOR LOCATIONS MIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY OWE FL 34275 P.O. 6010 1529 NOKOMIX FL J4274 K. RaF a/. O /Q6 5178/06 D—I10 CHO THIS Siff CC & SPACING Veowit P.J.P. 48/00 1" STD. WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION s /Idd* Sca MULLS I NTS 3 of 5 awing No. 6220 Ran D •• .•• • • • • • •• • • • • • •• • • • • ••• • • •• ••• •• • • • •• NOTE; 1 •IEF {NCE ePORT 54;-241, 2903 AND 2975 • • • • • • • • • • • • • • • • • • • • •• (TYP) I x STD. WALL MULL, MAIL: 6063 —T6 (TYP) TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. , P.& PE #39712 Structural r dam Ey: P.J.P. 79/06 �BAr-rnii0 CM. 118S Siff. 58/06 tir&G 1185 Sill' 4,18/00 1" STD. WALL, MULLION PROFILES 1070 7EQh•f01.00Y cvats Nokomis. a 34275 P.O. SOX 1529 NOKO14S FL 34274 ALUMINUM TUBE CLIPPED MULLION s.••./ ft*: s6t Drawing Na MULLS 1 X 4 0, 5 6220 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• CHART 1. - 1x2x.125 tTY. & TYP. ANCHOR CLIP TO OPENING CUP TO MULL OPENING WIDTH 50 60 70 80 90 (2) (2) A B (2) (2) A B (2) A (2) (2) A (2) B (2)A (2) B IN INCHES 100 110 120 130. 160 (2) A (2) A (2) A (2) A (2) A (2) B (2) B (2) 8 (2) B (2) B (1) B (1)8 (1) B (1) 8 (1) B (1) B (1) B (1) (1) B (1) B 5 M 42 48 50,625 54 60 63 72 76 78 129 115 107 104 103 103 83 73 67 63 61 61 70 61 55 52 50 49 57 49 44 41 39 38 41 35 31 29 27 26 35 30 27 24 23 22 30 26 23 21 19 18 103 103 103 103 61 61 61 61 49 49 49 49 38 38 38 38 25 25 25 25 21 . 20 20 20 18 17 17 17 23 20 17 16 elk 20 17 15 18 15 CHART 2. - lx4x.125 QTY. &TYP. ANCHOR 60 CLIP TO (2) A OPENING (4) B OPENING WIDTH IN INCHES 60 70 CUP L (3) B (2) A (4) B (3) B (2) A (4) B 80 90 100 110 120 130 160 (2)A (2)A (2)A (2)A (2)A (2)A (2) A (4) B (4) B (4) B (4) B (4) B (4) B (4) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) 42 170 48 170 50,626 170 54 170 60 170 63 170 88 170 72 142 120 TO 961 59 • 1044 19 170 170 170 170 170 160 145 170 170 170 170 157 141 127 170 170 170 170 143 128 115 170 170 170 162 134 119 106 170 170 170 158 127 112 100 170 170 170 170 170 170 157 157 124 122 108 106 96 93 170 170 170 170 170 170 157 157 122 122 108 106 92 92 120 105 95 87 81 ` 77 74 72 71 ton • Y�• • 53 8j{ •T4 69 65 63 61 69 .88 83 60 57 55 53 V) .33 49 48 44 , 42 ' 40 47 43 39 37 35 33 31 43 38 35 32 30 28 27 24 5 .3R 21': tq • 22 20 19 18 16 . 2,4• 2? 20 19 17 16 - _ • • _• • • _ Vertical Mull Mull Length Horizontal Mull Opening With "Multiple Mulled Unite -r Mud Length \Opening Width 1MQTE& 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS. EMBED. (1 1/47 OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Robert / ci i 2 P8. TO BE USED _my WITH PGT INDUSTRIES PRODUCTS 1° STD. WALL, PRESSURE CHARTS 1 & 2 ►off P.0 $62 r529 Nil ME4 R. 34274 ALUMINUM TUBE CLIPPED MULLION Swiss/Modet s s deg No. Mutts NTS 1 5 of 5 6220 147) ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • N.1-A ,■_ ' ride cower : 21 $f ako BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL Melo% LES AND REGULATIONS Miami Shores Building Department Product Approval Schedule / Comparison Chart !Permit No. Address: 1001 NE 96th Street, Miami Shores, FL 333138 Opening Description of Product Acceptance Product Approval Opening Rough Opening Shutter Required Mullian Required Impact ID Window/Door/Mullian Number Design Pressure Design Pressure Size YIN Y/N Y/N ( +) PSF ( -) PS) ( +) PSF ( -) PS) 1 Casement 08- 0117.11 75.00/75.00 54.24 /59.08 63x50 5/8 N N Y 2 French Door 07- 0103.02 75.00/75.00 57.05/62.03 80 x 82 N N Y 3 French Door 07- 0103.02 75.00/75.00 57.05/62.03 80 x 82 N N Y 4 French Door 07- 0103.02 75.00/75.00 57.05/62.03 80 x 82 N N Y 5 French Door 07- 0103.02 75.00/75.00 57.05/62.03 80 x 82 N N Y 6 French Door 07- 0103.02 75.00/75.00 57.05/62.03 80 x 82 N N Y 7 French Door 07- 0103.02 75.00/75.00 57.05/62.03 80 x 82 N N Y 8 Horizontal Roller 06- 0405.06 75.00 /75.00 59.53 /79.71 60x50 5/8 N N Y 9 Casement 08- 0117.11 75.00 /75.00 59.53 /79.71 37x38 3/8 N N Y 10 French Door 07- 0103.02 75.00 /75.00 57.05/62.03 80 x 82 N N Y 11 French Door 07- 0103.02 75.00 /75.00 57.05 /74.04 80 x 86 N N Y 12 French Door 07- 0103.02 75.00 /75.00 57.05/74.04 110 x 86 N N Y 13 Fixed Window 07- 0418.06 80.00/80.00 54.24/59.08 60 x 60 N N Y 11/25/2008 WINDO2 v2-16 Detailed Wind Load Design (Method 2) per ASCE 7-02 Analysis by: Vicente Franco Company Name: Shop Drawing Express dba Dolphin Glass Descri •tion: 1001 NE 96ST Miami Shore (786) 426-5979 Structure Type User Input Data Building Basic Wind Speed (V) 146 mph Struc Category (I, II, Ill, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Slope of Roof 3.0 Slope of Roof (Theta) 14.0 Hz :12 Deg Type of Roof Gabbed Kd (Directonality Factor) Eave Height (Eht) 20.00 Ridge Height (RHt) 25.00 Mean Roof Height (Ht) 22.50 Width Perp. To Wind Dir (B) 35.00 Width Paral. To Wind Dir (L) 70.00 ft ft ft ft ft Calculated Parameters T • - of Structure Height/Least Horizontal Dim Flexible Structure 0.64 No Calcu Parameters mportance Facto 1 Hurricane Prone Region (V>100 mph) Table 6-2 Valu ph 9.500 zg = 900.000 Bt = Bm = Cc = I = Epsilon = min = 0.105 1.000 0.650 0.200 500.00 ft 0.200 15.00 ft Gust1 Gust Factor Category I: Rigid Structures - Simplified Method For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 m lzm Lzm Q Gust2 Zmin Gust Factor Category H Rigid Structures - Complete Analysis Cc * (33/zr0.167 1*(zin/33)"Epsilon (1/(1+0.631(Min(B,L)+Ht)/Lzm 0.63)r0.5 tAIRNIELEMliattialLEM) 15.00 ft 0.2281 427.06 0.9213 0.8836 ft Gust Factor Summary Since this is not a flexible structure the lessor of Gust1 or Gus12 are used 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Open Buildings Partially Enclosed Buildings Enclosed Buildings Enclosed Buildings Developed by Niece Enterprises, Inc. Copyright Gcpi Max + Max - 0.00 0.00 0.55 -0.55 0.18 -0.18 0.18 I -0.18 ci.r.m • Drawing Express dba Dolphin Glass VICENTE FRANCO RE. NOV 2 5 2008 LIC. 2531 Page No. 1 of 2 WINDO2 v2-16 Detailed Wind Load Design (Method 2) per ASCE 7-02 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a L _ _ _ 2 1 I 2 -3- a a a Gabled Roof 7 < Theta <= 45 a= 3.5 ==> I 3.50 ft Double Click on any data entry line to receive a help Screen Component WINDOW Z4 INDOW Z5 DOOR Z4 DOOR Z5 Width (ft) 10 10 19 19 Span (ft) 1 1 1 1 Area (ft42) 10.00 10.00 19.00 19.00 Zone 4 5 4 5 GCp Max Min 11/25/2008 md Press (1b/ft"2 Max Min Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Mesa Enterprises, Inc. Copyright ;;, I -.;• p Drawing Express dba Dolphin Glass VICENTE FRANCO RE. NOV 25 2008 LIC ii Page No. 2 of 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technologyrive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (MU). 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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinacode NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL- 3724.FTL- 3727,FR -3728 GLAZING OPTION: A. 5/16" LAMI 1/8"A,.090,1/8"HS FTL-3727 VENT HEIGHT 17 000 18 000 21.000 24 000 26 000 30.000 33 000 36.000 37.000 38.375 24.000 f 70.0 -75.0 704 45.0 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0 45.0 70.0 -76.0 70.0 -75.0 70.0 454 70.0 -754 26.500 Q 70.0 -75.0 704 454 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 45.0 70.0 -75.0 70.0 -75.0 70.0 -764 30.000 121 70.0 45.0 704 -75.0 70.0 45.0 70.0 -75.0 70.0 -75.0 704 45.0 70.0 -75.0 70.0 -754 70.0 454 70.0 -75.0 36.000 I21 Er -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -73.7 70.0 -70.4 37.000 A 70.0 �, 70.0 -75.0 70.0 -75A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 70.0 41.2 133 -87.9 43.000 A 70.0 45.0 45.0 70.0 45.0 70.0 45.0 704 -75.0 70.0 -75.0 88.2 -68.2 60.4 -80.4 59.0 459.0 572 48.000 12 70.0 45.0 704 g/ G., `l + -754 70.0 -75.0 70.0 45.0 68.4 - 59.4 54.3 -54.3 E33 -52.8 61.1 -51.1 53.125 0 70.0 -76.0 70.0 454 70.0 -754 70.0 -75.0 80.6 -60.8 171303 48.8 -48.8 47.2 -472 45.5 -45.5 57.000 121 70.0 -76.0 70.0 454 70.0 -75.0 L.� -75.0 70.0 -75.0 Ex1 -58.5 514 -514 C13223 43.5 -43.5 133 -42.1 60.000 A 70.0 -75.0 70.0 45.0 70.0 45.0 70.0 58.2 -562 47.5 -47.5 cal= 41.1 -41.1 39.7 ,t. GLASS OPTION B. 5/16" LAMI (1/8"HS,.090,1/8"HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS 70.0 -75.0 GLASS OPTION C. 7/18" LAMI (3/18"A,.090,3/16"HS) FL. -3724 ALL THE ABOVE SIZE COMBINATIONS 70.0 -90.0 clt • I. .13/1 ' . . (1 = "" -' 1 •T , y1' 1'. 'I `' " 1 - 11 CAE ABOVE SIZE COMBINATIONS 70.0 45 0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE T USE ELCO 1/4" TAPCONS OR 1/4" 884 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. x ranothcr maw MA en Me* 3 itmeees thabloar FJG 888/03 A NO Matte Vail SKEET REWORD ANOHO1 / EAN0NOTE RAW AP F.K Raw elp Do. FJG nos Nes 00.47108 tor O?/74rV3 8 aa.eret NO CHANGE THl8SHEET 1070TECIAQLOOYDRIVE NO» FL $4278 AO• BQX 1429 NONCOM, A. 9074 act Visibly Berm. DESIGN PRESSURES 'X' WINDOWS tr ALUM. PROJECTED WINDOW, IMPACT ia11•11ea e 0.4740 a.e 4 a 11 1e°.°. 7052.7 re Luca P.E. PE 0513201 • Msoaadmt PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06 /23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reorts 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05 /10/05, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA# 05- 112911) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2128/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Re • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e •h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control am' i r NOA No. 0 .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PLEASE SEE SEPARATE MIAMI -DADE COUNTY NOA FOR CASEMENT FIXED WINDOW SEE MEETING RAIL DETAIL Rowdily: FA FA now ur D.Lt 13:x. 80" MAX. WIDTH 1 4" MAX. I FIXED 4" MAX. MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) ANCHOR LOCATION TYP. 1 1/2" ANCHOR LOCATION TYP. " MAX.. WIDTH " MAX. 31 3/8" MAX. DAYLIGHT OPENING 5/15/063 polo 10119105 OAFS a.� 07/1463 I-- -'-I-- 13" MAX. O.C. ELEVATION "A" - "OX" (SEE SHEETS 5 & 8 FOR PRESSURES) Itswistaw B NO CHANGE YW S SHEET C DASHED ALL "O"COMPONENTS, REMOVED O"R $ O scmeA: Oa* 8" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (4) 8" MAX. 3" CENTERLINE 1 1/2" werrerumw MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 4 38 3/8" MAX. HEIGHT MAX. HT DA '4y OPENI Pr400ucr EtE YIEISfe Acza;.4., ^., 0?du o-soar:;,r,Z..V I6 4" MAX. —+I 1070 TECHNOLOGY DRIVE NOKOW1S PL 34276 P.O. 88111529 NOKOMIS, FL 34274 I+ --�I-- 13" MAX. O.C. ELEVATION "8" - "X" (SEE SHEET 4 FOR PRESSURES) Visibly Better ELEVATIONS ALUM. PROJECTED WINDOW, IMPACT Laws A. Tumor, P.O. P61 Masharkel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th Aluminum Casement Window — L.M.I., approved I. I 0 3/06, ex E -2 ti Manuel P 0 P.E. Product Contra ;. finer NOA No. 1 ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 'es C -740 5/22/08. 1/8" ANNEALED GLASS OR HEAT STRENGTHENED GLASS 4110.10 I•111411 Fi OUTSIDE .090 SOLUTIA OR DUPONT PVB INNER LAYER }-•-- 1/8° HEAT STRENGTHENED GLASS 5116" LAMINATED GLAZING DETAIL 00 13/18" 49 .66" NOM. NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1 /8" HEAT STRENGTHENED GLASS - .0905•'4 OR DUPONT P� INNER LAYER �- 5/18" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 3/16" HEAT �— STRENGTHENED GLASS SIDE 4 13/16" I.G. GLAZING DETAIL ,85" NOM. GLASS BITE O UTSIDE .659" NOM. GLASS BITE r"2iY UG ^o RE'a1BED11 .osirlIgt 'WO; Me Mait tiOraft /Wed* 0a1: FK 80W0T Rwed Aft AK 1019105 Aiwa ar saw 0,0. 08i02A8 Omnfly: aft AK. 02124/03 A B ADO *01,081011' NOTATJON NO CHANGE THIS SHEET C *flare NO CN4NOE TH/S SHEET WM TECHNOLOGY OWE PL 54275 P.O. BOX fffi9 NOKCMIS FL 34274 �sZ Visibly Bettor GLAZING DETAILS ALUM. PROJECTED WINDOW, IMPACT eaflflaa�e CA-740 NTS 2 d 11 7052 -7 6541 / fr Loves A. Tuner, P.E. PE 086207 Mechanical NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 1NTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED I X GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.Q. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. L F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116". ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 144 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL- 3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. x CONFIGURATIONS OPTIONS 0 0 x } x x XI 0 $ 0 0 X x Q UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION11 EXTRUSION PROFILES 11 -12 PARTS LIST 1.2 ANCHORAGE 7,3,4,13 PI ODVCT ktrammit W.; if4gnsmiott Roidi -a Actap85s�;. Aram d ar. F.K 3/25/03 S ADD 13/76' 1.G. $ MOVE GLAZING DETAILS TO SHEET aeeeer F,K Mrs 7/10/03 Revisions NO CHANGE THIS SHEET Roes4D0 &dr Rani"= FK 6/23/05 D ADD 76" HT., GLASS TYPES FAND G. REVISE ANCHORAGE. ths.ar Dee Chemed By sox F.K. 12/17/02 1070 1EC.6YOLOGY DRIVE NDEC119.9, FL 34275 P.O. BOX 1529 NOKOMS. FL 34274 P'11° NOTES AND TABLE OF CONTENTS Tale ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better sw.somea CA -740 NTS awe I e 13 D 7045 -8 Val- Lucas A. Turner, P.E. PE 9{58201 Mechanical NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5116" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED SS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7 SOLUTIA 0 E. 13/16" I.G. GLASS WITH A 3/8" AIR SPACE. ® AN .090 SOLUTIA OR DUPONT 2. CONFIGURATIONS: N. PROJECTED WINDOW FOR FIXED WINDOW DETAILS PLEASE SEE SEPARA CONFIGURATION OPTIONS X O X TED GLASS COMPRISED OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF NT PVB. SED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT INATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH YER. NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 4-6 SECTIONS 7.8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 SO BE USED WITH THE CASEMENT FIXED WINDOW IN OX CONFIGURATION, MI- DADECOUNTY NOA. 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TAB A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND G► . TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND G ° -TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 PS.F. NOT APPLICABLE IN MIAMI -DADE CO 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN 0 $ PRODUCT. SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS "X ": MAX. 8" FROM CORNERS JAMBS "OX": MAX. 4" FROM "0" CORNERS MAX. 13" O.C. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4" & 7" ON EACH SIDE OF MEETING RAIL MAX. 8" FROM "X" CORNERS HEAD & SILL: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 11 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 8 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 8. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. OtIODUC'S kE bd.?1.F? 4110334", with Om 111714o- Ise Nopt n es * dim F.K. &NOS A REMOVE 17 OPTION M1AMMMOE aw•sr. FJC at. MMEAO Rafter E REVISE DP Nom AND ANCHORAGE NOTE4 /Wide: are a"rrffle D.C. OBSEEB C ROMEO NOTE 2 arwer arc PAW& W. FJC 07/24/03 ARV TECHNOLOGY DRAM NOKOMIS. P.C. 1818 F 3a74 NOTES AND TABLE OF CONTENTS ALUM. PROJECTED WINDOW, IMPACT a r"noeo nai" lee* taorrre, lab caa4o 1 NTS 11+ 11 7052-7 1 C Lucas A. Times, RE. PE #58201 • Mechanical 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED I— 1/8" HEAT STRENGTHENED GLASS GLASS _c _ 3/8" AIR SPACE — 30 31 1/8" HEAT STRENGTHENED GLASS -- .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS ' .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3116° HEAT 1— STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. WI 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI (S GLAZING DETAIL Roved F.K novve By. F.K. F.K 3/2503 baw 7/10/03 8 rAvWbafi C REDRAW GLAZING DETAILS 0 ADD 1 NO CHANGE THIS SHEET F.K. 03/25103 RovIsvontr Greed W ADD 13/16" LAMI I.G. W/ 7/18 -LAMI & CORRECT 5/16" TAIL ao7NOKC15NOL L 81 ORII/E GLAZING DETAILS NOKOMIS. FL 34275 *®4' P.O. SOX 1529 ALUMINUM CASEMENT WINDOW, IMPACT NOKOM15, FL 34274 Visibly Better °�' NTS 2 d 13 7045-8 CA -745 3"RCt9DIPTi ses see. Iv= Or 0" Lucca A Turner. P.E. PE A55201 Mechanical PGT Industries NOTICE OF ACCEPTANCE: EVIDEN r "`SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated 5 2/03, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial inter dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 3. Statement letter from original en eer stating that there are no changes to the product and that it conforms to the FB dated 6/26/08, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance Noy 5- 1129.10, issued to POT Industries for their Series CA- 740 Aluminum Projecte Window — LMT, approved on 02/23/06 and expiring on 11/06/08. E -2 Manuel ' erez, Product Control Exa NOA No. 08-070 ° 6 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 CENTERLINE 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) ANCHOR LOCATION TYP. 7" 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. 30" MAX EDAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN f / ANCHOR DETAIL / TYP. (2) 1 x 13" MAX. O.C. --' 4° MAX. f I 4" MAX.1 14 1/2" MAX. O.C. TYP. ELEVATION "B" - XX" (SEE SHEET 7 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING g 76" MAX. HEIGHT SEE MEETING RAIL/DETAIL . (2) 30" MAX. r_ DAYLIGHT OPENING / �. / , V X O NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. 1 • J' 1 - I 14 1/2° MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) riwouer IREIWWEp ay 6oRItiloT w/Ph 61,e T!seiAs S18dth; r few Kona Kona ar F.K dm 3/F/03 Rolva" e CHANGE SHEET NO. REFERENCES Pevs40r. F.K. Dater 7/10Po3 .gevlomre: C ADD HINGE LOCATION DETAILS RevsdfY F.K arts 812,8/06 @s. By. F.K. 04M 12/17/02 Rov»wa: 0 dating yr. CHANGE MAX HT. TO 76* AND MAX. OW TO 69' 1070 TECHNOLOGY DRIVE NOKOMIS, R 34275 P.O. BOX 1620 NOKOMIS, FL 34274 Viiibi' e8erur "XX" & '?COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT °e„eve"I CA-740 NTS 4nx 3 m 13 o r,m 7045 -8 Luray A. Tumor, P.E. PE 858201 Mechanical NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 37" MAX. VENT TYP. 13" MAX. O.C. 1 • J' 1 - I 14 1/2° MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) riwouer IREIWWEp ay 6oRItiloT w/Ph 61,e T!seiAs S18dth; r few Kona Kona ar F.K dm 3/F/03 Rolva" e CHANGE SHEET NO. REFERENCES Pevs40r. F.K. Dater 7/10Po3 .gevlomre: C ADD HINGE LOCATION DETAILS RevsdfY F.K arts 812,8/06 @s. By. F.K. 04M 12/17/02 Rov»wa: 0 dating yr. CHANGE MAX HT. TO 76* AND MAX. OW TO 69' 1070 TECHNOLOGY DRIVE NOKOMIS, R 34275 P.O. BOX 1620 NOKOMIS, FL 34274 Viiibi' e8erur "XX" & '?COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT °e„eve"I CA-740 NTS 4nx 3 m 13 o r,m 7045 -8 Luray A. Tumor, P.E. PE 858201 Mechanical PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUM' '1"I'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 7052 -7, Sheets 1 through 11 of 11, tit1 -,5` "Alum. Projected Window, Impact ", dated 02/24/03 with revision C dated 09 2/08, prepared by Mfr., signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pr °sure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impa est per FBC, TAS 201 -94 3) Cyclic Wind Press e Loading per FBC, TAS 203 -94 along with marked -up drawings and °'s stallation diagram of an aluminum projected window, prepared by Fenestration 7- . ng Laboratory, Inc., Test Report No. Ir 1 L -3728 dated 2/28/03, signed d sealed by Joseph Chan, P E (Submitted under NOA# 03 -05 %.10) 2. Test reports on: 1) Air Infiltra n Test, per FBC, TAS 202 -94 2) Uniform S.%tic Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water R + stance Test, per FBC, TAS 202 -94 4) Large A'ssile Impact Test per FBC, TAS 201 -94 5) Cyclic 1' md Pressure Loading per FBC, TAS 203 -94 6) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up < . wings and installation diagram of ari aluminum fixed window mulled to a pr jetted window with 9/16" HS laminated, prepared by Fenestration Testing . boratory, Inc., Test Report No. FTL -3724 dated 2/28/03, signed and sealed b oseph Chan, P.E. (Submitted under NOA# 03- 0514.10) C. CALCULATIONS 1. Anchor verificati n calculations and structural analysis, complying with FBC -2004, dated 11/21/05, repared, signed and sealed by Lucas A. Turner, P.E. Complies wi ASTM E1300 -02 D. QUALITY ASSU CE 1. Miami Dade wilding Code Compliance Office (BCCO). E. MATERIAL CE ` IFICATIONS 1. Notice of cceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite (t PVB Interlayer" dated 01/05/06, expiring on 12/11/10. Manuel Pe - , ` .E. Product Control exam e NOA No. 08 u i 9.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 E -1 DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT 13" MAX. O.C. 4" MAX. —37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 8 76" MAX. HEIGHT 4" MAX. = SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. 4" MAX. 14 1/2° MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 30" MAX. DAYLIGHT OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX O.C. 4" MAX 53" MAX DAYLIGHT OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. HEAD & SILL ONLY I-- 37" MAX. VENT -• -- 60" MAX. FIXED ELEVAT ON "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6-9 FOR PRESSURES) 1 I - I 13" MAX. O.C. 1- 1 13" MAX. O.C. ELEVATION "E " - "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT rnouv :-r Itr.NEWED as soulkicegvitto 44VIi gain Cute AectiaTiC`= PJa FX Otis 3/25/03 : S CHANGE SHEET NO. REFERENCES "Nr ar F.K *seed 13s, F.K. Oab Ba3/05 0a" 7/1003 Nee6bns Resekvm C ADO HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX NT. TO 76- AND MAX DLO T069' Oren ar FK Dais 12/17/02 pme4ar Fx Dam: 1070 TECINOLOGYOHNE NOKOMIS, FL 34275 P.O. BOX 1329 NOKOMIS; FL 34274 "T Vi5i "8ettBr X", "O ", "XO° & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT SerlesSeaSee CA-740 NTS Sheet 4 a 13 m«: o 7045-8 Woes A. Turner, PE. PE 0E201 Mech9n1cal Elk 4" MAX. HEAD & SILL ONLY I-- 37" MAX. VENT -• -- 60" MAX. FIXED ELEVAT ON "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6-9 FOR PRESSURES) 1 I - I 13" MAX. O.C. 1- 1 13" MAX. O.C. ELEVATION "E " - "O" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT rnouv :-r Itr.NEWED as soulkicegvitto 44VIi gain Cute AectiaTiC`= PJa FX Otis 3/25/03 : S CHANGE SHEET NO. REFERENCES "Nr ar F.K *seed 13s, F.K. Oab Ba3/05 0a" 7/1003 Nee6bns Resekvm C ADO HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX NT. TO 76- AND MAX DLO T069' Oren ar FK Dais 12/17/02 pme4ar Fx Dam: 1070 TECINOLOGYOHNE NOKOMIS, FL 34275 P.O. BOX 1329 NOKOMIS; FL 34274 "T Vi5i "8ettBr X", "O ", "XO° & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT SerlesSeaSee CA-740 NTS Sheet 4 a 13 m«: o 7045-8 Woes A. Turner, PE. PE 0E201 Mech9n1cal MlAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations gone ` ng the use of construction materials. The documentation submitted has been reviewed by Miami -',de County Product Control Division and accepted by the Board of Rules and Appeals (BORA) ; • e used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stat below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ ( areas other than Miami Dade County) reserve the right to have this product or material tested for qu: assurance purposes. If this product or material fails to perform in the accepted manner, the manufactur will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the us of such product or material within their jurisdiction. BORA reserves the right to revoke this ace epta�naif it is determined by Miami -Dade County Product Control Division that this product or material fails. • meet the requirements of the applicable building code. This product is approved as described herein, as been designed to comply with the Florida Building Code, including the High Velocity Hurricane « e. DESCRIPTION: Series 740 Aluminum Pr ' ected Window.— L.M.L APPROVAL DOCUMENT: Drawing N•i 052 -7, titled "Alum. Projected Window, Impact ", sheets 1 through 11 of 11, prepared by manufactur', dated 02/24/03 with revision "C" dated 09/02/08, signed and sealed by Lucas A. Turner, P.E., bearing e Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and exp' on date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: La l? e Missile Impact Resistant. LABELING: Each unit shall bear a =anent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade 'aunty Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be onsidered after a renewal application has been filed and there has been no change in the applicable buil' .`; g code negatively affecting the performance of this product. TERMINATION of this NOA 1 occur after the expiration date or if there has been a revision or change in the materials, use, and/or .' .: facture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, adve etN'sing or any other purposes shall automatically terminate this NOA. Failure to comply with any section o lr.. 's NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: Thy NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration •te may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be , •ne in its entirety. INSPECTION: A copy • this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be . ailable for inspection at the job site at the request of the Building Official. This NOA revises and news NOA # 05- 1129.10 and consists of this page 1 and evidence pages E-1 and E -2, as well as appro : document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinacode NOA No. 08- 0709.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 Page 1 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,318" SPACE, 5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X° WIDTH, HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 .NEG POS NEG POS NEG POS, NEG POS, NEG POS, NEC POS NEG POS NEG POS, NEG POS NEG POS NEG POS NEC POS NEG POS NEC POS 19118 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.070.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70 .0, -90.0 70.0 -90.0 70.f -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75,4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65,0 - 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70,0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -88.4 68.4 - 63.9 63.9 - 80.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3 - 49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 - 45.6 45.6 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 85.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 ra thee► '.' �� r.�rr4car.: B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0.70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH I -90.0.170.0 1. MEWED ris emoting Sisktins Cute ,.. T19RQB w7VIVAV Ili / L«! 01.,E r...,.,v„ TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE ,7116" LAMI -WI 3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH - 55.0 55.0 NOTES: Q" x 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. C /�- LAMS E Turner, P.E. PE 1 Rem, By F.K. Dal. 3n543 Revisit= $ ADD MASS TYPE E TO TABLES r & a 9070 TECHNOLOGY CANE $050313, FL 34275 P.O. BOX 1528 NOKOABS, FL 34274 7j Visibly Better assafFoon PRESSURES- X CONFIG. WINDOWS aers46yc F.K tram: 7110103 a"wbna C NO CHANGE THIS SHEET tmr: ALUMINUM CASEMENT WINDOW, IMPACT e F.K 6'23105 0 REVISE ANCHORS & ADD 76` HEIGHT OP7fON Drama". F.K. Data 12/17/02 d aerey Dab. I s�++rawmx CA -740 NTS 5 " 13 O1 e1"N0 7045-8 _ D NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5116" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/5" HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRE THENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPO PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 311 SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STREN WITH A 3/8" AIR SPACE. 8/16" LAMINATED COMPONENT COMPRIS ® AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X. PROJECTED WINDOW MAY ALSO BE USED WITH THE FOR FIXED WINDOW DETAILS PLEASE SEE SEPARATE MIAMI- DADECOUNTY NO 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AS - .1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. CONFIGURATION OPTIONS X O X EAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 4-6 SECTIONS 7-8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 ENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH MENT FIXED WINDOW IN QX CONFIGURATION, 4. ANCHORAGE: THE 331/3% STR a �= T BEEN USED IN THE DESIGN OF THIS PRO ►r CT. SEE SHEETS . 11 FOR ADDITIONAL _ GE INFORMATION. JAMBS "X ": MAX. 8" FR r CORNERS JAMBS "OX": MAX. 4" F • M "0" CORNERS MAX. 13" (2) ANCHO 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4" & 7" EACH SIDE OF MEETING RAIL MAX. 8" FROM = CORNERS HEAD & SILL: MAX. 4" FROM CO �- S MAX. 13" SPACING (2) ANCHORS 3" APART A .,., , PAN SEE SHEET 11 FOR APPROVED ANCHORS. 1/"`' - CONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR APPLICATIONS TO ACHIEVE THE DESIGN PRESSES SHOWN IN SHEETS 4 THROUGH 8. SEE SHEETS 4 THROUGH 6 FOR D PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 8. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. 1,41tww:: 4.31:litne WW1 eta Ekulsk TeX err" P.K awes 3444 te 0414 FX 1W19AM sNWIF oat D.G. OXON FJC 02/24103 A mower C REMOVE 7:: OPMCNPER i **OE REVISE DP NOTE 3 AND ANCHORAGE NOTE 4 110011ED NOTE 2 TECNVOLOGIVRIVE NOKOMIS, P1.34270 P.O. sgx+sm N, R. 34274 NOTES AND TABLE OF CONTENTS ALUM. PROJECTED WINDOW, IMPACT ra.74s 170178 1 " 11 1°"° 7082 -7 Lucas A Turner, P.E. PE 158201 Mechanical COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5116" LAMI (1/8 "A,.090,118 "HS) "" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0. -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0,.70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75:0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , =75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 - 85.2 65.2 -63.0 63.0 - 60.8 60.8 - 58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .-68.4 66.4 -63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 58.2 56.2 - 53.4 53.4 64 A -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 81.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.8 48.6 - 45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 48.4 48.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 X X TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5116" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8"HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH T-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 +t -dl67 PP' i GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH x90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13116" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3116"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH T55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" 854 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rend 0y. Raeder F.K Rem rm,: D REVISE ANCHORS S ADD TABLES 70• HEIGHT OPTION are""* Date: ChOUtri3Y pate: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 54275 P.O. BOX 1529 NOKOM!S Fl. 24274 PRESSURES - XX CONFIG. WINDOWS use ALUMINUM CASEMENT WINDOW, IMPACT sew+ CA -740 NTS s-x 6 m 13 at-"- 7045-8 Lucas A. Turner, P.E. PE 068201 Mechanical PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 7052 -7, Sheets 1 through 11 of 11, titled "Alum. Proje indow, Impact ", dated 02/24/03 with revision C dated 09/02/08, prep •y Mfr., signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure T , Loading per FBC, TAS 202 -94 2) Large Missile Impact Test FBC, TAS 201 -94 3) Cyclic Wind Pressure •. 'ng per FBC, TAS 203 -94 along with marked -up drawings and ins : A` tion diagram of an aluminum projected window, prepared by Fenestration T- Laboratory, Inc., Test Report No. 1+ °1L -3728 dated 2/28/03, signed an;f "'ealed by Joseph Chan, P E (Submitted under NOA# 03 -0514 0) 2. Test reports on: 1) Air Infiltrati ' `Test, per FBC, TAS 202 -94 2) Uniform `:tic Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water ' > istance Test, per FBC, TAS 202 -94 4) Larg s' 'mile Impact Test per FBC, TAS 201 -94 5) Cy c Wind Pressure Loading per FBC, TAS 203 -94 6) ..reed Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with mark : -up drawings and installation diagram of ari aluminum fixed window mull o a projected window with 9/16" HS laminated, prepared by Fenestratio • esting Laboratory, Inc., Test Report No. FTL -3724 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0514.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 11/21/05, prepared, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite ® PVB Interlayer" dated 01/05/06, expiring on 12/11/10. E -1 Manuel Pe , ` .E. Product Control exam er NOA No. 08 i 9.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 COMPARATIVE ANALYSIS TABLE 6. "0" 8: "1/4-1/2 -1/4 WIDTHS "0" "XOX 38 72 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,118"HS) B. 5116" LAMI (1/8"HS,.090,1/8"HS) C. 7/18" LANII (3/18"A,.090.3/16"HS) E. 13/18" LAMI (1/81HS,318" SPACE,5 /16" LAMI -WI 118"HS,.090 1/8"HS) F.13116" LAMI (1 /8 "A AIR SPACE,7116" LAMI -W/ 3/16 "A,.090,3 /16 "H HEIGHT 26 31 38 38 3/8 43 48 505/8 54 57 60 63 67 72 76 POS NEGIPOS NEGIPOS NEGIPOS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 60.4 -134.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -422 422 38.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -78.0 70.0 -76.0 70.0 -75.0 70.0 70.0 37 74 0/ -90.0 A -75.0 70.0 -70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -73.7 70.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -67.9 "87.9 - 75.0 70.0 -90.0 -59.0 70.0 -00.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 59.0 -75,0 70.0 C,F -90.0 391/2 79 A -75.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -75.0 70.0 -67.8 87.8 -90.0 70.01 - 82.1 62.1 -90.0 -55.7 70.0 55.7 -52.8 -75.0 -90.0 -49.8 52.8 -49.9 49.9 -46.4 -43.5 -41.1 41.1 38.6 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 49.8 -46.9 46.9 -43.6 41.1 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 42 84 45 90 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 A -75.0 B,E -75.0 A -75,0 70.0 -78.0 70.0 -62.4 62.4 - 90.0 70.0 - 58.4.58.4 -90.0 70.0 83.3 -90.0 -58.4 70.0 58.4 -90.0 -53.4 70.0 -90.0 70.0 -90.0 70.0 70.0 -832 70.0 63.4 -50.0 50.0 -44.3 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -80.0 70.0 70.0 -70.3 70.0 -90.0 -58.0 70.0 68.0 13,E 75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90,0 70.0 48 95 60112 101 A • -75.0 B E -75.0 C,F -90.0 A 1 -75.0 70.0 70.0 70.0 -05.0 -75.0 -90.0 65.0 70.0 70.0 70.0 -60.8 60.8 -54.3 -75.0 -90.0, -51.3 54.3 70.0 70.0 51.3 -90.0' 70.0- -54.6 54.8 -75.0 70.0 -90.0 70.0' -51.1 '51.1' -90.0 70.0 - 59.359.3 -90.0 - -53.8 70.0 -90.0 70.0 -90.0 538 -50.9 50.9 -47.5 47.5 -84.5 70.0 -79.7 70.0 70.0 44.7 42.1 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 70.0 -90.0 -75.0 70.0 - 90.0 70.0 - 48.3 48.3 -55.1 -75.0 -90.0 70.0 -90.0 55.1 70.0 70.0 -76.0 70.0 51.4 70.0 70.0 -882 -48.6 -75,0 -80.9 70.0 -81.8 70.0 70.0 -72.4 70.0 -80.2 69.2 48.8 -45.3 70.0 -75.0 70.0 -52.7 52.7 -48.7 48.7 -46.9 46.9 13,5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 531 /8 106 3/8 A -75.0 70.0 -90 .0 -68.7 70.0 58.7 -90.0 `-48.7 70.0 48.7 - 90.0 70.0 -45.4 '45.4 -90.0 70.0 -50.0 50.0 -812 -48.1 70.0 -78.7 70.0 48.1 -442 442 13,5 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 54 108 A -75.0 70.0 -58.2 58.2 -90.0, -47.9 70.0 -90.0 70.0 -88.8 70.0 -76.4 70.0 -71.1 70.0 47.9 44.5 .5 -49.1 49.1 -45.3 45,3 -43.4 43.4 13,5 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 551/2 111 A -75.0 70.0 -57.1 57.1 48.4 48.4 - 90.0 70.0, -43.3 43.3 -86.9 47.5 70.0 47.5 -76.0 43.91 70.0 -70.1 70.0 43.9 422 42.2 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 57 114 C,F -90.0 A -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -56.2 58.2 -44.8 44.8 - 90.0 70.0 42.1 42.1 -84.3 70.0 -72.5 70.0 -46.2 482 -42.5 42.5 -88.4 -412 68.4 41.2 581/2 117 B,E -75.0 C,F -90.0 A -74.2 70.0 70.0 70.0 -75.0 -90.0 -55.0 70.0 70.0 55.0 -75.0 -90.0 43.4 70.0 70.0 43.4 -75.0 70.0 -90.0 70.0 - 40.9 40.9 -75.0 -81.8 -44,8 70.0 70.0 44.8 -75.0 -70.7 41.3 70,0 70.0 41,3 -40.2 70.0 66.7 402 -38.7 45.3 -42.6 42.8 -40.4 40.4 -38.4 38.4 70.0 -76.0 70.0 -75.0 70.0 -55.01 55.0 -75.0 70.0 -70.7 70.0 - 87.3 87.3 - 84.1 84.1 - 55.0155.0 -55.01 55.0 - 6321 632 -43.5 43.5 -41.3 41.3 - 392 392 -37.1 37.1 - 75.0 70.0 -75.0 70.0 -75.0 70,0 -74.3 70.0 -70.3 70.0 -86.8 66.8 - 63.5 63.5 -60.5 80.5 - 55.0156.0 - 52.6152.6 - 49.8149.6 -422 42.2 - 40.1 40.1 -38.0 38.0 -36.2 362 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70,0 -66.5 08.5 -63.0 63.0 -80.0 80.0 - 57.3 57.3 53.8J 53.8 -49.41 49.4 - 482148.2 - 41.9 41.9 -39.8 39.8 - 37.6 37.6 -35.9 35.9 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 71.8 70.0 - 66.4 65.4 •61.8 61.8 -59.1 59.1 - 56.4 58.4 -52.8] 52.8 48.4148.4 - 452145.2 - 40.8 40.8 - 39.1 39.1 -37.2 372 -35.4 36.4 -76.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 -63.6 63.8 - 60.1 60.1 - 57.5 57.5 - 54.8 54.8 51.11 51.1 - 46.8146.8 - 43.6143.6 - 39.8 39.8 -38.5 38.6 -36.7 38.7 - 34.8 34.8 -75.0 70.0 -78.0 70.0 -73.3 70.0 -69.8 89.8 -81.8 61.8 -58.7 58.7 .- 55.9 55.9 -53.2 832 49.4149.4 452145.2 1-42.61 42.6 38.7 -37.6 38.1 -342 34.2 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -722 70.0 CF -90.0 60 120 A -72.9 70.0 -90.0 70.0 -53.4 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 53.4 -42.2 42.2 -39.7 39,7 -43.5 43.6 .40.4 69.0 40.4 -84.8 -39.2 84.9 -60.4 -57.3 39.2 -37.6 35.5 -33.7 51.8 B,E -75.0 70.0 -15.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 70.0 87.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -77.1 70.0 57.3 87.3 -63.3 -53.0 53.0 50.0 42.81 42.8 -40.81 40.8 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, F'TL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 68.6 P.S.F. 4 X 1 2 O • agar Dab F.K 3/25103 B ADD GLASS TYPE TO TABLE6 Hem: fey F 9"a 7/10/03 Awieo4s: C 'O CHANGE TH15 SHEET Rend I* F.K. 823/05 O CHANGE ANCHORS AND ADD 76- HT. OPRON Damn @y Thaw CMc1,019,- pa,; F.K. 72/17/02 1070 TECHNOLOGY N0K0M1G FL 34275 P.O. BOX 329 NOKOMIS, FL 1 34274 ALUMINUM CASEMENT WINDOW, IMPACT Siteee Methanical BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations •iverning the use of construction materials. The documentation submitted has been reviewed by MiU= s' -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BO to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicti (AHJ) This NOA shall not be valid after the expiration date ed below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the =i(in areas other than Miami Dade County) reserve the right to have this product or material tested for • •'ty assurance purposes. If this product or material fails to perform in the accepted manner, the manufa >rer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the e of such product or material within their jurisdiction. BORA reserves the right to revoke this acc .�`�. ce, if it is determined by Miami -Dade County Product Control Division that this product or material 5 s to meet the requirements of the applicable building code. This product is approved as described here' ': •d has been designed to comply with the Florida Building Code, including the High Velocity Hurric. - Zone. DESCRIPTION: Series 740 Aluminu Projected Window. -- LAZY. APPROVAL DOCUMENT: Draw No. 7052 -7, titled "Alum. Projected Window, Impact ", sheets 1 through 11 of 11, prepared by manuf turer, canted 02/24/03 with revision "C" dated 09/02/08, signed and sealed by Lucas A. Turner, P.E., b .' i g the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number an, xpiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATIN!`: Large Missile Impact Resistant, MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode LABELING: Each unit sha following statement: "Mi ear a permanent label with the manufacturer's name or logo, city, state and ade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NO A . all be considered after a renewal application has been filed and there has been no change in the applic:., e building code negatively affecting the performance of this product. TERMINATION of r : s NOA will occur after the expiration date or if there has been a revision or change in the materials, use, d/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for s s, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any . tion of this NOA shall be cause for termination and removal of NOA. ADVERTISE `I T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the piration 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 and renews NOA # 05- 1129.10 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0709.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 Page 1 4 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & 9/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1/8 "1-IS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 38 38 3/8 43 48 50 5/8 54 57 60 83 NEG POS NEG POS NEG POS NEG POS _NEG POS NEC POS NEG POS NEG POS NEG POS' NEC POS NEC ' POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.3Q*70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 84.9 64.9 - 62.7 62.7 -60.4 60.4 80 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 684 - 63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 58.2 -53.4 53.4 64 96 A -75.0 70.0 r -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 `- 70.0 -81.8 61.8 - 58.9 58.9 - 58.1 56.1 , -53.8 53.8 ,_-50.4 50.4 -47.7 47.7 67.333 101 A -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 68.4 66.4 -58.2 58.2 -55.8 55.6 -52.6 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 , 106 3/8 A -75.0 70.0 , -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 61.8 -55.1 55.1 -51.9 `-51.1 51.9 -48.9 48.9 - 45.8 45.8 - 42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 • 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 7-39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 . -67.9 87.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. . "NCO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8"H8,3/8" SPACE,5/18" LAMI-W/ 1/8 "HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL '1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH r-75.01 70.0 TABLE 10. "7CO "or 'Or & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL °1/3.113 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -90.01 70.0 1 3 X 1 3 O 3 X x 0 O X TABLE 10A. "XO" or "OX" & "1/3 -1/3 -113 XOX" WINDOWS TEST REPORTS: FTL -3560, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3116"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /18" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL 9/3- 113 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 55.01 55.0 A NOTES: ao 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" 584 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. erne ar owe S rahru F.K 325103 B ADD GLASS TYPE E TO TABLES F.K 7/10/03 C NO CHANGE T741S SHEET FK Dale: 0123105 eoesieur CHANGE ANCHORS AND ADD 70" HEIGHT OPTION aler,ar FE. as* 12/17/02 creamer L 1070 TECHNOLOGY DRIVE NOKOWS. FL 34275 P.O. BOX 1529 NOROLO$ FL 34274 e r Visibly Setter PRESSURES- XO, OX, &1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Setexibteeet s." CA -740 NTS 8 e 13 "rmHw 7045-8 { (7;1, (,/o-r Lucas A. Turner, P.E. PE 908201 Mechanical 2x WOOD BUCK (SEE NOTE 3) — 1/4" MAX. SHIM }�- SEE NOTE 2 -4 gild 1 1/2" MIN. OPERABLE UNIT FRAME • TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY °, . I -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR• CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS,1 /4` a . 0 TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WH E TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOO BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED :Y OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. 1/4" MAX. SHIM SEE NOTE 1 lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 1 p 11/4" MIN. SEE NOTE 4 OPERABLE UNIT FRAME O CONCRETE W/ WOOD BOCK SS THAN 1 1/2" THICK SEE NOTE 4 NO : ALL DETAILS AP Y TO HEAD, SILL; ' ND JAMB. 1 1/4 MIN. OPERABLE UNIT FRAME TO CONCRETE �Plf<7L- AX AMOS A NO CHANGE 770$ weer POweills Oft 2"iAs F.1L 10HAN5 8 ROME ANCHORAGE *AMMO awnga 0.0. RED ALL 'O"ANCKORAGE DETAILS Os 0E a 18$ anow ur" 1070771OHNOLOGYORAN NOKOMIX R.34278 RQ 0QX 1ffi0 NOM NoKomia, FL34274 OG1 VEribte ANCHORAGE DETAILS ALUM, PROJECTED WINDOW, IMPACT 0.4740 Ia i I 70524 � c Luoaa A. Tuner, P.E. Phsetamlool COMPARATIVE ANALYSIS TABLE 11. XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 GLAZING OPTIONS: A. 5/18" LAMI (118 "A,.090,1 /8 "HS) B. 5/18" LAM! (1 /8"HS,.090,118"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/81IS,.090,1/8"HS) WIDTHS "XOX° VENT FIXED C. 7/18" LAMI (3/16 "A,.090,3 /18 °HS) F. 13/16" LAM! (118"A AIR SPACE, 7118" LAMI -W/ 3116"A,.090,311 ENS) HEIGHT 26 38 35 318 ' 43 48 50 518 - 54 57 NEG POS NEG 69,284 19.125 31.014 A -75.0 70.0 -76.0 POS -70.0 NEG P08 NEG POS NEG -75,0 70.0 - 74.1170.0 -64.9 POs NEG POS NEG POS 54.9 B,E -75.0 70.0 -75.0 70.0 -75,0 70.0 - 75.0170.0 -75.0 70.0 -80.6 60.6 -58.1 58.1 -75.6-70.0 - 75.0 70.0 NEG -58.1 POSJNEG 156S 59.1` -53.3 53,3 83 72 1 76 NEG POS NEGIPOS, - 50.5 50.5 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 88.919 24 38.919 A -75.0 70.0 -90.0 -88.1 70.0 69.1 -90.0 70.0 -90.0 70.0 -90.0 -63.4 83.4 -56.5 56.5 -50.4 70.0 60,4 -90.0 70.0 -90.0 70.0 -47.5 47.5 -44.1 44.1 -90.0 70.0 -90.0 70.0 -41.6 41.6 -39.2 39.2 -75.0 70.0 40.0 70.0 -55.01 55.0 - 38.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0170.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 NEGIPOS -55.01 55.0 NEG 1POS -55.0 055.0 C,F 0 70.0 -90.0 70.0 95.973 27 42.973 108.849 30 48.649 115.892 32 51.892 A B,E C,F A B,E C,F, A -75.0 70.0 -76.0 70.0 -90.0 70.0 -75.0 70.0' -75.0 70.0 -90.0 70.0 -60.5 -75.0 -90.0 -53.5 -75,0 -90.0 80.5 70.0 70.0 53.5 70.0 70.0 -75.0 70.0 -49.9 49.9 -90.0 70.0 -80.0, 70.0 -90.0, -57.2 57.2 , - 62.1 62.1 -55.2 -76.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -50.4 50.4 - 54.5 54.5 -50.7 -75.0 70.0 - -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -84.7 -46,8 48.8 -51.3 51.3 -47.4 70.0 552 70.0 70.0 50.7 -90.0 70.0 -90.0 70.0 -52.6 52.81.49.1 49.1 -75.0 70.0 -75.0 70.0 -90.0 70.0 -87.0 70.0 70.0 - 48.2 48.2' - 44.9 44.9 -75.0 70.0 -75.0 70.0' 122 33.687 54.827 13,6 C,F -75.0 70,0 A -90.0 70.0 -75.0, -90.9 -75.0 70.0 -47.3 70.0 -76.0 70.0 - 75.0170.0 -75.0 70.0 47,4 70.0' -79.5, 70.0 -73.8 70.0 -45.5 46.5 42.7 42.7 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 70.0 -89.4 70.0 48.2 - 43.6 43,6 70.0 -75.0 70.0 70.0 -77.2 70.0 ) 42.0 - 40.1 40.1 70.0 -75.0 70.0 69.7 - 66.366.3 40.7 - 38.6 38.6 -75.0 70.0 -75.0 70.0 -75.0 70.0. 47.3 -90.0 70.0 - 90.0170.0 -78.8 -44.0 44.0 - 48.4148.4 -44.7 70.0 44.7 -73.2 70.0 -88.3 88.3 -42.8 42.6 -41.4 41.4 -64.8 70.0 -75.0 70.0 64.8 -61.4 61.4' -39.5 39.5 -37.5 37.5 B,E -75.0 70.0 -75.0 70,0 -75.0 70.0 - 75.0170.0 -75,0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 86.8170.0 -74.0 70.0 123.135 34 55.135 A B,E -75.0 70.0 -46.8 46.8 -43.8 43.6 -47.9 1 47.9 -44.3 44.3 -75.0 70.0 -75.0 70.0 -69.4 69.4 -64,7 84.7 -42.4 42.4 -41.1 '41.1 -75.0 70,0 -74.9 70.0 -85.2 70.0 - 65.0155.0 - 55.0155.0 -41.1 41.1 -75.0 70.0 -73.1 70.0 - 65.0155. - 38.0 38.0 -75.0 70.0 -63.1 63.1 -55.0 55.0 - 55.0155.0 -36.6 38.6 -73.2 70.0 - 58.8 58.8 - 55.0] 55.0 •35.7 35.7 -71.4 70.0 -55.01 55.0 - 55.0155.01 -55.01 85.0 - 52.2162.2 -50.8150,9, - 47.7147.7 -81.0 61.0- 58.468.4 -55.7 55.7 - 52.1152.1 -39.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 790 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 39,3 -37.3 37.3 70.0 - 74.8 70.0' - 35.5 35,5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0170.0 -73.1 70.0 126.000 34.791 58.418 A -75.0 70.0 -45.5 46.5 -42.6 42.6 -46.7 48.7 -43.1 43.1 -68.8 88.8 - 64.1 64.1 -60.6 60.5 -57.9 57.9 - 41.641.6 - 40.2402 -38.7 B,E -75.0 70.0 45.6-70.0 -75.0 70.0 - 76.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 38.7 - 36.9 36.9 70.0 -73.i 70.0 71.0 70.0' -55.2 552 - 61.5151.5 -35.0 35.0 -70.1 70.0 - 47.7147.7 47.21 47.2_ - 44.6144.6 - 44.0144.0 130 35.898 58.209 C,F A -90.0 70.0 -90.0 70.0 -74.4 70.0 -43.8 43.8 -90.0 70.0 -82.8 70.0 -71,3 -41.2 41.2 -45.1 45.1 -41.5' 70.0 41.5 -67.3 87.3 - 82.5 82.5 -40.4 40.4 - 38.9 38.9 -592 -37.7 B,E -75.0 70.0 -75.0 70.0 -75,0 70.0 - 76.0170.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 59,2 - 58.5 58.5 37.7 - 362 382 70.0' -72.4 70.0 - 53.8 53.8 - 50.1150.1 - 34.3 34.3 -45.81 45.8 43.0143.0 -8.8 68.8 C,F -90.0 70.0 -90.0 70.0 A -74.3 70.0 -43.5 43.6 -90.0 70.0 - 79.9170.0 -89.3 -41.0 41.0 - 45.0 45.0 -41.4 69.3 41.4 -65.3 85.3 - 80.6 80.6 - 40.3 40.3 - 38.8 38.8 -57.6 -37.6 57.6 - 54.7 54.7 37.8 -38.1 36.1 -51.8 51.8 - 48.1148.1 - 34.3 34.3 -43.91 43.9; 41.91 41.9 - 68.5 68.6 -51.7 51.7 48.0148.0 A - 72.9,74,0 -422 42.2 - 39.7 39.7 -43,5 43.5 - 40.4 40.4 -39.2 39.2 - 37.7 37.7 -36.7 36.7 - 35.6 35.5 -33.7 33.7 134 37 80 8,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -76.0 70.0 -75.0 70.0 -73.3 70.0 41.0 70.0 -67.4 87.4 C,F -90.0 70.0 -90,0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 63.3 - 58.1 59.1 -65.9 55.9 -53.0 53.0 -50.0 50.0 - 48.3146.3 - 42.8142.8 -40.8140.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. 130.378 36 58.378 B,E C,F -75.0 ; 70.0 -90.0 70.0 -75.0 -90,0 70.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 -90,0 70.0 -79.8 70.0 -80.1 70.0 89.1 - 75.070.0 - 76.070.0 -65.1 65.1 - 80.5 80.5 -75,0 -67.4 70.0 - 72.3 70.0 57A -54.6 54.6 TABLE 12. °XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: 0.7/16" LAMI (3/16"HS,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL 'XO" or "OX" SIZES UP TO 97" WIDE x HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 1-90.0 70.0 TABLE 12A. "XD" or "OX" & '?COX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4808 GLAZING OPTIONS: D. 7/16" LAMI (3/16"HS,.090,3/16"HS) G. 13/16° LAMI (1/8 A,AIR SPACE, 7/16" LAMI -W/ 3116"HS,- 090,3/18"HS) ALL 'XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX, FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 78' HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH f -56.0 55.0 -43.8143,8 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Q 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ,41,8141.8 x O x UNEQUAL LITES x 0 UNEQUAL LITES O x UNEQUAL LITES Mom" RY• 16'77S5 am esID7l7/45;c r4 this 81141MB Balm Ccilu Aestxar.��:.� F.K 372503 B ADD GLASS TYPE E TO TABLE 11 Rasatm F.K. Ome: 7/10/03 xemeiNar C NO CHANGE THIS SHEET F.K. 6123106 D CHANGE ANCHORS AND ADD 78' HEIGHT OPTION uaaaaI. LMm Dcaader Oat' F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34279 P.O. BOX 1579 NOKOMIS, R. 34274 PS VLS1bIy Bur., PRESSURES- UNEQUAL CONFIG, XO, OX & XOX im" ALUMINUM CASEMENT WINDOW, IMPACT ate. CA-740 NTS Neest 9 ' 13 Drarftlia 7045 -8 Lucas A Turner. P.E. PE#58201 Mechanical • niET 1,1 PLEASE SEE SEPARATE MIAMI -DADE COUNTY u q ,',.. NOA FOR CASEMENT FIXED WINDOW MAX. HEIGHT (SEE SHT. 3) REFERENCE "OX" FRAME ASSEMBLY DETAIL, SHEET 9 t/ OUTSIDE (f MAX. MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) VERTICAL SECTION "X" CONFIG. VERTICAL SECTION "OX" CONFIG. ?MOW: P•VreED 7.9:444; Cala R"tlIc FJL Rood OF P.' 8126/09 Dos 'ROM Rwwma A REDRAW VERTICAL SEC7lOYJS 7C 12 SCALE Raab= B ADD REM 89 LIM 0910209 07/24/09 C 42mIssel DASHED ALL 'C"COMPONENTS. REMOVED V*REF S Ws 1070 773CHMOLOGY DRVE AAOKaM03, 31.94270 BCpC 1820 310904 FL 34974 iT VL1 * Gamer VERTICAL SECTIONS ALUM. PROJECTED WINDOW, IMPACT CA-740 NTS 17 � 11 7052-7 C ci/2 /c ie Luca" A Tuner, P.E. PE @80201 Meahanlcal REFERENCE "XO" & "XOX" FRAME REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q ASSEMBLY DETAIL, SHEET 11 Q jMAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. FIXED LITE -- DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT OPENING -.J 0s (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MAX. HEIGHT (SEE SHTS. 3 & 4) F.K MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT 0a« 3/251033 Oar T/10/03 5/13!05 12/17/02 Redstoor 8 kfoiltionx C Rotskow D ChRd®der ADD 13!18° LO.OLAZING BEAD ITEM 1078 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMI9, FL 34274 DAYLIGHT OPENING MAX. VENT y (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Visibly &rter CDOCO SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT PRODUCPRENEWEU 4e wmpyle4w11A tW Ptoybk p�, {; • 1/ CA -740 NTS 10 d 13 7045 -8 Lucas A. Turner, RE PE 988201 Mechanical COMPARATIVE ANALYSIS TABLE 4. "OX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FT1.-3728 GLAZING OPTIONS: 4rjjo__ _____ A. 6118° LAMI (1l8 "A,.090,118" ) FTL -3727 B. 5118" LAMI (1l8 9HS,.090,118 "HS) FTL -3727 C. 7118" LAMI 3/16"A,.090,3/1 HS FTL -3724 E. 13/18" I.O. (118 1N5, 318" SPACE, 5/18" LAM' WI 118 "HS, 1 /8"1-IS) FTL -3728 34.000 =.376 anikaifm 1,11,1.. D 5 $ liP�(I]ili L ' 1 + Irll �c LL 1a It•!:Iu '� T . ii�� +n•I'4 -� ..� +i *: i�, iKti a1,n waw w ,T,7, iF -75.0 70.0 -75.0 mum 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 WU -75.0 70.0 kw 70.0 -75.0 LOW] 70.0 W] mu Igui CM 1 1 24.000 mum + + -75.0 70.0 -75.0 1 I 1 �- r ! -75.0 70.0 nag 70.0 fkaMial -75.0 70.0 75.0 kal -76.0 urnizu 70.0 -76.0 0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 Inn 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 Er,1I -90.0 WM -90.0 70.0 -90.0 70.0 A LIR= 70.0 =J / / 75.0 kW -,7�5-;.0 70.0 I�7 ! 1 CLU I / / . 1 ] ' ' I� ILI 1 1 /J 70.0 28.500 wpm + -76.0 Lamm mJ 1 ! aJ 70.0 IYf J i -, .1 / 1 i 1 1 -75.0 70.0 gal] 1 + aaj 70.0 kW 70.0 -76.0 Lamm 1, 70.0 -90.0 70,0 •, 1 LULU] I f 1 1 1 1 -90.0 ILL' .Z / / CUM 1 1 ' 1 1 11 M 1 1 'TI 1 ! I ' 1 ! 30.000 A mum ILEILLUILLIILLIITLIKWILLMILI . .! -75.0 70.0 =JIM I -75.0 I I �� EBi:�i 83.9 67.0 L L . ' ' Wes+ 70.0 I I. -7��5-�.0� I 1 a f.i ^ Ii�a�:� ILILIC / + J -75.0 1 1 �-63�.9 lfiA:� + I �'J LLr.� la'��'lT1 70.0 -76.0 70.0 Y4 J I 1 Of u 70.0 Iadi� :�I 1 70.0 SI I 1 1 :1 , 1 I -90.0 1 1 -90.0 . 1 :1 1 a ti 1 I -90.0 70.0 gmfaucticuraitial -90.0 A lard -75.0 70.0 -75.0 Faugym 69.2 -59.2 �m uj Wai ` ! -70.4 taisormajcznagi 41.1 43.0 36.000 mil /mum -75.0 70.0 -76.0 itai I -75.0 Logan 70.0 -76.0 gu . gra -76.0 „, 1, , 1 Lai cm 70.0 -90.0 gm t l l /. Lai En tt l En cm !! [. I I f I I I 70.0 -90.0 37.000Lulu] A 750 70.0 [I(] 49.9 J�76.00 87.9 La/ Otil 87.9, [ I 49.9 ® 70.0 76.0 M 1. ^.J 1 70.0 ?, i LEI TI I I f '•I . 1 1 . 1 1 1 1, LiIILMII KM $ 1 1 I I �ii'1��/ / 1 ' 1 1 i 1 '.I 1 "ELI .: 1 1 A L'T',�' I ILMIIi�i►'L "�'IIIl%'l� -52.6 t� I3=Ijg�jQ1'� 57.2 tic CE -75.0 :'aa�C 70.0 -75.0 43.000 wiumag 70.0 -76.0 tajltal 70.0 -76.0 talganku -76.0 70.0 -75.0 -76.0 70.0 m 1 70.0 1/ r I -900 70.0 -90.0 70.0 MI + I '+ f 70.0 gaggagcgiiimigui 70.0 -90.0 70.0 MU -41.0 A (j0 -57.5 57.5 -57.5 mum J 54.4 =Emu, 41.0 -41.0 [J 5J 51.1 -51.1 61.1 -51.1 C3 LJ -48.8 41.0 48.000 9,E • + -780 1 1 + 1 1 I CFL� t:I 1 I I '4.k' G:11 ' JYi 75.0 ; ! :j I I u , �. 1 . I 70.0 I 1 � ] ILIUM 450,0. I ! 90.0 i 1 `1 / 1 1 / 1 T1 f 70.0 raj I 1 -90.0 I "I , LI 1 x"75.0 CtL ]' 88.4 Ell 53.125 A Lai -52.7 52.7�-� 46.5�7� ] 'IQ ] - 44.3 38.7 iii iw Iii 70.0 C„33 C„Ll 45.5 -4�6.5 46.5�,-7�� t -'�4744-�.3�� MLLM I 1 -75.0 1 + -75.0 70.0 �iiida 70.0 Viii + 1 ii:�a�!`�I� + 1 760 770.0 11;02,, 1 1 maim �-- ^' , / m41 I 1 \11b� E + , -90.0 70.0 -90.0 70.0 C •I I . I EM 1 I ® 80.9 QM I I _ ! 1 a rL 1 . ; 1 / . / I= 70.0 IMILILMICEI Ct.'L laiDaU 1 I - 7T4,5'� Y�aabi 67.000 L 1 JUaLIII L I K I EI 45.6 45.5 VOIMIIIILIMILM1112311 42.1 Cl3 gal 42.1 .42.1 41.2 B,E V1 Lamm ! 70.0 1 I I+ -76.0 `�J I I 1, Li 70.0 -75.0 Lai =I minim Lamm C 1 , 70.0 M -90.0 Salta/kW I k�7+�:I��k=?1 Li.aa. 7 La] W 1 , "1 , 1 , ] 1 , I 1 ] 1 f Yd'_ ' n7:��( MU `'•.� Lail A Lai 45.2 45.2 Call MIMILL-I -39.2 k iL UL 4Q` AL l -39.7 LIM -39.7 l a' B LJL L J 80.000 8,E 70.0 -76.0 . -76.0 70.0 75.0 'mL] 70.0 -75.0 70.0 -76.0 75.0 I Ir` ✓ -71.8 v -90.0 -90.0 70.0 EaJ;�' E. 70.0 -90.0 + I 90.0 1 I -90.0 gag -74.5 La ' 1 -54.0 © S a' 1 • N D. 7/16 LA 1(3/18 °HS,.090,3 /18 "H: - 724 llii:1IT ∎0 Z•I,TiI=I1 ►j1i14:1 [ ] 1 1 I 1 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. FIG MOO ABOVE TABLE, USE ELCO PRODUCT W'?I aysmegtvWs Mali* 8t3im CS 'P Ima A ` NO CHANGE nab SHEET F.K colt 1078108 RwAstaw 6 NEWS ANCHORAGE AND NOTE awax 0.0. mesas F.IC Atwifm• C NO CHANGE floe MEET Ohmind Ss Mar 1070 TECHNCI.OGY O iMVE NOKOMIS, F13C278 P.O. OQX 1829 NOKOM . FL 34274 DESIGN PRESSURES "OX" WINDOWS ALtar UM. PROJECTED WINDOW, IMPACT . INTS 6 d11 7052-7 I C Luoas A. Twror, PE. PQd!86201 H"otWdoal #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 TUBE, MATL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB llw 11 I "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS TUBE, MAIL: 6063-T6 J 3" APART AT MID -SPAN "X" FRAME JAMB / "0° FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A 1 376" .095" 440 CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 434" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 2.784" 2.919" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A lima sir oar F.K. 3/23/03 BY F.K. aawa. FA as." er F.K. 7/10/03 rte: C 6/23/05 Rorlitirnsk 0 NO CHANGE THIS SHEET NO CHANGE TN($ SHEET OO GEM 89 oar. 12117/02 trem"eay 1070 TECHNOLOGYOR'VS NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIS, F7.34274 Vislbfy Bean EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 11 a 13 7045 -8 itz 1t!4t /vs` L"cas A .mre;, P.E. PE #58201 M"c5aM COMPARATIVE ANALYSIS TABLE t "X" WINDOWS TEST REPORTS: FTL-3724,FTL-3727,FTL-3728 GLAZING OPTION: A. 5/18" LAMI (lm "A,.080,1/$"HS) FTL -3727 VENT HEIGHT 17 000 1$000 21.000 24.000 - 28 000 30.000 33.000 38.000 37,000 - 38.375 a36.000 g 24.000 A 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75. • 0.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 28.500 A r 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7 +. - . -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 30.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - � 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 A 70.0 -75.0 70.0 -75.0 70.0 - -76.0 70.0 -75.0 70.0 -75.0 0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -73.7 70.0 -70.4 X 37.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700' ' -75.0 70.0 -75.0 70 n -73.7 70.0 -71.2 67.9 47.9 43.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - • • 88.2 - 88.2 - 80.4 59.0 - 59.0 57.2 -57.2 48.000 A 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 68.4 -68.4 .4 - 59.4 -54.3 52.8 -52.8 51.1 -51.1 63.125 A 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 75.0 80.6 - 80.8 54. - -54.8 o -48.8 47.2 -47.2 45.6 -45.8 67.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 58.5 -58.5 81.0 - 0 -44.8 43.5 -43.5 42.1 -42.1 80.000 A 70.0 -75.0. 70.0 -75.0 70.0 -75.0 70.0 , -75.0 70.0 -72.9 _ 56.2 -58.2 47.5 _ -47. ✓ -42.2 41.1 -41.1 39.7 -39.7 GLASS OPTION B. 5/18" LAMI (1/8"HS,.090,1/8"HS) FTL -3727 ALL THE ABOVE -` E COMBINATIONS) 70.0 -76.0 . GLASS OPTION C. 7/18" LAMI (3/16 "A,.090,3 /16118) FTL -3724 ALL THE ABOVE SIZE C BINATIONS I 70.0J -90.0 GLASS OPTION E. 13/16" I.G. (1/8"IiS, 3/8" SPACE, 5/18" LAMI WI 1/8 "HS & 1/8" HS L -3728 ABOVE SIZE COMB' ': TIONS 1 70.01 -75.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESI : • PRESSURE IN THE ABOVE TABLE, - • • 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO = 9 P.S.F. PI CT WAGED 99 .92180/02r grow* iy. a •. ,:2',,,o-'-'' - y/ 2. v, 'P.O. PE 058201 kegmnlal max 4...0‘... NO CHANCE NO SHEET f S GN PRESSURES 'X' WINDOWS X11 ALU/M. PROJECTED WINDOW, IMPACT ,w.".,, P.K rays MOMIOS a REWINDANCHORAGEAUBt NOTE 1 U �DRW Mfg PL 34274 RO.BQXtdW i P1.31714 Rigid Byt D.6, DOS > C Amt TINS 8F ET wsnA i tarts 07/14/13 asamAd CrYe I 1 Visil*Baw torsos* CA-740 -N751 a».,. 4+ 11 armae.. {N.s I 70S�7 J [ C PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & IAMBS 2 1155 781PQA 48 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 12 "X12 "XI /8" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3 /1653 GLASS WITHAN.090IN ERTAYER • SOLUTIA OR DUPONT PVB as 410.24 X .562 P1L PN. TYPE F 12 7014 3/16115 & 3/1655 GLASS WITH AN.090 INTERLAYER • SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.H. & LH) 13 1157 78X78PPSMS 48 X .875 P11 PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 _ 08-32 X.375 PH. P14. TYPE B 21 7032 STUD BRACKET (L..1L & R.H. 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" BINGE (HEAVY DUTY) 26 710x12FP 410 X .500 PH. PHL. 5/16' LAMINATED (1/SA & 1/8158 GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16' LAMINATED (1/8115 & 1/8115 GLASS) .0901NTERLAYER • SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/1658 GLASS) .090 INIERIAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16115 & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16') 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 993 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PETWB #8 X .500 S S. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 7123C1PPT 1412 X 1" PEI PHIL TER. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T•HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG 8 PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8XI QUAD PNSMS 82 7010 FIRED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1G.) 86 13/16" LG. GLASS (1/S"14S, AIR SPACE, 5 /16'T.AMI) 5/16' LAMI= (2) LITPS OF 1/8118 GLASS WITH AN.090 WTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8.58, AIR SPACE, 7 /16'LAIdl) 7/16" LAbU= 3/16A & 3 /1653 GLASS WITHAN.090IN ERTAYER • SOLUTIA OR DUPONT PVB as 13/16" 1.G, GLASS (1/8"ES, AIR SPACE, 7116 "LAMI) 7116" LAND = 3/16115 & 3/1655 GLASS WITH AN.090 INTERLAYER • SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .865" C) GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" _l 1 .050" .865" 41 7116" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" w 1.000" .423" QCASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993" .289" .040 1—yr- -.172" .050" 1— .569" 0 13116" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" —1 1.124" r— 2.701 INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 PREIDUCT RENEWED as coop a ha6 Dodds Balding Cada Acapetsec No .093" CI CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A ,a er FE 8 ADD 13/16' 1.G. GLASS 8 GLAZING BEAD Rem, er F.K. 7710103 Rew,rent C NO CHANGE THIS SHEET FK 85 803/05 ADD EQUIV. TO ITEM 44, $IUCONE AND ADD ITEMS 87, 88 AND 89 F.K. ti17702 Checked 97• Oak: 1870 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIB, FL 34274 12 I T Visibly Better PARTS UST & EXTRUSIONS „5' ALUMINUM CASEMENT WINDOW, IMPACT s.m CA-740 NTS Sheet 12 s 13 Draft Pa 7045 -8 Lucas A. Turner, P.E. PE 958201 Mechanical } PLEASE SEE SEPARATE MIAMI -DADE COUNTY NOA FOR CASEMENT FIXED WINDOW 68" MAX. WIDTH I I' 4 /y7 ( i!..- 1----- - - - - -- 1., SEE MEETING RAIL DETAIL I 8" MAX i 40 MAX. - 1 59" MAX. FIXED IthA II 9 u4 ud uTi iii 4 4" MAX. MEETING RAIL DETAIL (SEE ANCHOR LOCATION TYP. CENTERLINE ANCHOR LOCATION TYP. .1 NOTE 4) 38 3/8" MAX. VENT 313/8 DAYUG OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING MID -SPAN ANCHOR DETAIL (SEE SHT. I NOTE 4) 318" MAX. EIGHT �--� -� - 13" MAX. O.C. ELEVATION "A" - "OX" (SEE SHEETS 5 & 8 FOR PRESSURES) MI ANCHO DETAIL TYP. (4) 8" MAX. 4" MAX. -+ 13" MAX. O.C. i ELEVATION "B" - "X" (SEE SHEET 4 FOR PRESSURES) DAYLIGHT OPENING PRODUCT r rVv MP) coickflm w1s<a Can 91:4VM1'.:: t:C$7 FK 82▪ 8▪ /03 A REMOVE VPELEv4noN Rend Sp Ads FJC 11Y1805 8 NO CHANGE TH18 SHEET Ro,.eA: ak Rations O.Gt 080288 C DASHED ALL V °C f7V REMOVE O'REFERENCES Gamey: bilk Gra4i * / taw RK OY14/03 10712 TECNNO.OGYOPoNE Noxous, a 34276 P.a (3QX1129 NCK3167. FL 34274 EGT Visibly Berner ELEVATIONS » ALUM. PROJECTED WINDOW, IMPACT $0.140104.740 tkebt ON NTS 13 ! f 1 7052 -7 C_ °01/drip Wan A, Tumor, PR. P2 368201 WoNaUOaI r A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --may ASEE Nt'T- c 1 1 112" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 U IIlI II 1t1W1VI11!fi11!i!I• A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --11 I- A SEENOTE2; ' " I SEE NOTE 4 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A 1x WOOD BUCK (SEE NOTE 3) 1t4" MAX. SHIM ASEE NOTE 1 SEE NOTE 4 1 112" �..-- MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK -I 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE J 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE r ©E NOTE 4 1 114" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS 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 JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. 3/25/0 Et NO CHANCE THIS SHEET F.K Eir F.K FJ( R81111 7/10/09 • C NO CHANCE THIS SHEET Otaam 6/23106 O REVISE NOTES AND REMOVE 3/78' TAPCONS 8 #14 Office 12/17/02 cnt:de"er 1070 TECHVOLOOYORIVE NOKOMIS, FL 34279 P.O. BOX 1929 NOKOMIS, Ft. 34274 T. ANCHORAGE DETAILS T. i4a '�— ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA-740 — Set ma+np lh NTS 13 d 13 7045 -8 1/8" ANNEALED GLASS OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER #-e- 1/8" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE 13/18" 3/8" AIR SPACE 1/8" HEAT ' ^3: ENGTHENED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .85" NOM. GLASS BITE .090 SOLUTIA OR DUPONT PVB INNER LAYER fm P1 FJC Oft 8/26/08 Ads 10/19198 r v bus 403 lookor A B Ftsiklang C tfedetef0 3/16" ANNEALED 0 HEAT STRENGTHENED GLA 8" HEAT OUTSIDE D OUTSIDE I I GLASS BITE .85" NOM. 11111111 1111 Apre IN11.1 ADD WR4IDd• NOTATION NO CHANGE THf83}IBE7 NO CFNNC4E TML9 81EtrT Ass 1070760646.60YDRIVE NO (C*42 FL 94278 AO. BOX INN NOKO10S P1. 94274 Visibly Better GLAZING DETAILS ter ALUM. PROJECTED WINDOW, IMPACT 6,4740 9�ee ease _ NTS1 2 s 11 wade*. 7052-7 wAa1744 atam6aaL % sxitnmEeir v�l L 4✓ [�� Lucas A. Toner, P.B. PEAS Mechanical MIAMI• COUNTY' BUILDING CODE COMPLIANCE OW4'ICE (BCCO) PRODUCT CONTROL DIVISION MLIMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGI,ER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/huildinacode PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Alumninum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2005 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate 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 distubutors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -i and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Zdi Manuel Pe � Product Control a: ;TAP': NOA No 07 -0.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04114/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21 /2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5f l6" 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) UTES OF 118` HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7116" LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH AN .018) DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7%16' LAMI CONSISTING OF (1) LITE OF 3116° ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116" LAM! CONSISTING OF (2) LITES OF 3/16° HEAT S i HsNGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI 10: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/18" OR 3/6' AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SA FLEX /KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16' LAND IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1 /8' OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 7115" LAMI CONSISTING OF (2) LITES OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAr3LES ASTM 51300-02. 4. ANCHORAGE: THE 331/3% 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 040721.01, 03- 0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM 2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 045 04ffieKuppipi*INCUALIING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 RersiBy FK. eea09F FK Raved Sr F.K a.n, Or F.K omeg 4/15107 10/17/06 Rergskav ADO FTL.6330 TO NOTES 71 GIG. NOTE 8 TO CURRENT EDIT. Data: 511310? Oahe 2128/06 Rewleknr JJ. CHANGE TO ASTIR E 1300.02 ADD AIR SPACE DIM. NOTE 1. TECH. REF. NOTE 78 NOTE 8. 323106 1070 TECONOLOOY DRIVE NOKOM13, FL 34275 P.O. ?OX 1629 NOKOKI8, FL 34274 V14166 Batter GENERAL R+O E,S `' lax ALUM. HORIZONTAL ROLLER WINDOW, IMPACT PRODUCT REVISED as complying with dm Florida Lla6:ug Code AGvIMSAM No 0 Etp, ii Date 0 NTS 1 ar 11 uuasrs. 4127 -10 C Ro5ert L Clark, P.E. PE 039712 Structural J 1/2° NOM. GLASS BITE 1/2° NOM. GLASS BITE 63,64,65 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS v 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16° LAMINATED GLASS C] EXTERIOR INTERIOR [> (ALL SECTIONS) 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI 1G GLASS W/ 5/16° LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7 /16" LAMINATED 3/16° OR 1/4" AIR SPACE 118" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16° LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED carnal /inp with the Florida Ecildiop Cale Aacep«r-^a No O Expiration Data '",achy: F.K tee- F.es it arse ay F.K. bsse 4/15/07 cans 10/17/08 5/13/08 C Revirearr B Reu@1"" A NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI 1G DETAILS u.n aF ow„ c+r mm er. F.K 2/2568 J.J. Data 3123/08 1076 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. 70X 1629 NOKOMi0, FL 34274 PST Visibly Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aul.owaet HR71O Full s 11 4127 -10 TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 _. -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 108 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -62.3 108" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,1 +60.0 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 618" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 ` -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 _ -75.0 +75.0 -75.0 +75.0 -75.0 r' -3 ,';,'.r; lsr Bu. i;a''t;itevith the Florida pceegumr ' o7-o8 ..0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 - -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 - +68.1 -68.1 +63.8 -63.8 UP TO 74" C Q E F 1,J, K, L +75.0 -75.0 ... ,,, . Cm 1:1?..-171' , tq ,. , ,,.: , �"''" GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL-4859 (OX& XO) AND FTL -5330 A 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/18" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAM110-118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16' OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1/8"HS) I. 13/18" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1 /8"HS) J. 13/16" LAMI 10-1/8" OR 3116 "A, 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI I0-118" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3116 "HS) L. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) /..--",,.- Robert L. Clark, P.E. PE #39712 Structural RawdBy C4118107 Dew C ADO INTEGRAL FIN OPTION &UPDATEASTME13004020Ps 1070 TECHNOLOGY ORIYE NOKOMIS, FL 34275 P.O. sox 1629 NOKOMIS, FL 34274 nGT DeartOorg DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 34'. , FJC Dele 10/17/06 Revises B REVISE OP TABLES TOAS7ME1300-02 tte"day: � Fl ame: 13108 2/8/08 ey J.J. AIR SPACE DI0.4EAtSKTN GLASS TYPES G TIIRU L 3/23/08 I _ tub& Beaer ` 102770 8 NTS r 3 m 11 014 "' 4127 -10 �' C 27 3/8° MAX. DLO 54 5/18" MAX. DLO FIXED VENT B O 110° MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME B DETAIL B - XOX (1/4-1/2-1/4) 33 9/16' MAX. 33 9/18° MAX. DLO FIXED c FI DLO VENT A 67 3/8" MAX. DLO ALL FIXED LITES 0 1 X A 56" MAX. DLO ALL VENTS 62° MAX. I.F. FRAME ALL CONFIG. 83° MAX. FLANGE FRAME ALL CONFIG. C -- 73° MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A -OX OR X0 27 3/8° MAX. DLO --► VENT 273/8" MAX. DLO FIXED A X 0 —lasso p—os 85 7/18° MAX. WIDTH I.F. FRAME -+°I ---866 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL 0 I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) ••EVisoo ,; with the Ftorida cce at G3 °;ati00Datc F &1f o%° Miam r• 111 Did: on :K wanay F.K. latue Revak.. 4/15/07 C Doss nevklmc 10/77/06 8 ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHE 6. NO CHANGE THIS SHEET F.K. 5/13/06 A NO CHANGE THIS SHEET nr ay: Don cem"an non Fie 2/28106 .1.1. 323/06 1070 TECHNOLOGY DAN NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMI . Fl. 34274 • ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 4 or 11 ° whox° 4127 -10 C at L. Clark, A.E. PE 53E712 Shuctural INTERIOR MAX. HEIGHT FLANGE FRAME EXTERIOR INTERIOR k— MAX. FIXED DLO —►I MAX MOTH (FLANGE FRAME)) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAM E) MAX. VENT DLO 1-•°- MAX. FIXED DLO ---**1 MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR ( SECTION C-C RTICAL SECTION, FLANGE FRAME) INTERIOR A SILL HEAD (VERTICAL SECTION, 1.F. FRAME),1 (VERTICAL SECTION, 1.F. FRAME)g PRODUCT REVISED as corr.:Ay :1 g with tlw Florida 4v C:n3e Ac+ ;m No :ration Date aitttot F.K. Wits 4/16/07 1 ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. der: F.K 10/17/08 awrstnr NO CHANGE THIS SHEET Reseal' FJC. eao: 6/13108 Itswesm A NO CHANGE THI$ SHEET bum 6r. F.K X06 Chedad J.J. 9/23/06 1070 TECIINOLOf3Y SIEVE NOKOMIB: FL 04279 P.O. BOX 1529 NOKOMIB. FL 34274 P_GT_ Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half face 5 d 1f 4127 -10 ,/6 a7 Rte1t L. Ctarll P.E. PE 109712 SLUCtur5I ITEM DWG# REV DESCRIPTION MAT`L PGT# i1B1'I DWG# REVI DESCRIPTION I MAIL 1 PGf# 4102 A FLANGEFRAMEHFAD 6063-16 AL 612237 66 GLASS" 13/16" LAMI 1O- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 1 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 " 3/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, I /8 "HS) 2 #8 X 3/4 PH. PAN HEAD 7834AA 68 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 HS, .090 PVB, 1/8"HS 3 4053 SASH STOPCOVER(SASH STOP) 6063-T5 AL 69 13/16" LAMI 10- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI(1 /8"A, .090 PVB, 1/8"A) 4 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 13/16" LAMI IG- 3 /16`A, 5/16" AIR SPACE, 5/16" IAMI (1/8 "A, .090 PVB, 118"HS) 6 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 " 13 /16 "LAMIIG- 3/16 "A, 5/16" AIR SPACE, 5 /16 "LAMI(1/8 "HS,.090 PVB, 1 /8 "HS) 4131 ROLLER TRACK 6063 -T6 AL 64131 72 13/16" LAMI IG- 1 /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16"4, .090 PVB, 3/16 "A) i7 8 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" LAMI IG1/8 "A,1 /4" AIR SPACE, 7 116" LAMI (3/16'A, .090 PVB, 3/16 "1-IS) 10 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13 /16 " LAMI IG- 1/8"A,1/4" AIRSPACE, 7 /16" LAMI (3116 "HS,.090 PVB, 3 /16'HS) 12 4002 A FLANCEFRAMEJAMB 6063 -T6 AL 612225 75 " 13/16" LAMI IG- 3 /I6"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13 4134 GASKET FO MAIN FRAME SILL JOINT 74134W/K 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" MI (3/16"A .090PVB, 3/16 "1-IS) 14 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 " 13/16" LAMI 1G- 3/16 "A, 3116" AIR SPACE,7 /16" LAMI (3/16 HS, .090 PVB, 3 /16 "HS) 15 4110 G SCREEN ADAPTOR 6063 -T5 AL 641100 90 1014 SCREEN FRAME (HOR & VTR.) 3105 -1I14 AL 16 4054 B FIXED MEETING RAIL 606311D•T6 AL 64054A 91 1630 SCREEN CORNIRKEY W /RINGS POLYPROP. 17 4066 WSTP.,.187 X .230, FIN SEAL 640660 92 1631 SCREEN CORNER KEY W/OUT RING POLYPROP. 19 4105 SASH TOP &BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 21 1683 WSTP,.250 X .270 BACK, FIN SEAL 616830 94 1624 SCREW SPLINE - .135 DIA. FOAM EM PVC 22 225-1 ROLLER HOUSING &GUIDE —,- 42112HD 95 1635 SCREEN SPLINE = .135DIA. HARD EM PVC 23 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 96 SCREEN CLOTH 24 4128 IIORIZONTALROLLERSASH TOP GUIDE POLYPROP. 44128N 29 32 4006 D SASH MEETING RAIL 6063HS•T6AL 64006 2710 —► 1235 WS1P,.170X.270 BACK, F1NSEAL 67S160 33 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 2.624 1 f ' 38 1683 7070 WSTP,.7S0X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 616830 67070K 39 40 LIFT RAIL C OVER CAP 74078°C" LORR c� OA, I.F. FRAME HEAD #4139, ��� 41 4139 1.F. FRAMEHEAD 6063 -T6 AL 64139 42 r 4140 LF. FRAME SILL 6063 -T6 AL 64140 PRODUCT REVISED sa taps,ma with ilia ro Auiidjag Co3e Anus Na o 0 `n "° " d� 43 4141 %F. FRAME JAMB 6063 -T6 AL 64141 A 50 GLAZING SILICONE, DOW 899, 995 ORBQUIVALENT 51 1224 VINYL GIAZLNGI3EAD BULB (THICK) 6TP247W,K I 52 1225 VINYL GLAZINGBEAD BULB (THIN) 6TP248K 2.764 53 4039 B GLAZ1NGBEAD - 5/16" 6063-T5 AL 640391 54 4044 B GLAZING BEAD - 5/16" W /GRILL KTT 6063 -T5 AL 644703 3163 D JI H /// 0, 55 4222 A GAZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 -+•- -1.986 ---- 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 43 I.F. FRAME JAMB d #4141: 6063 -T6 60 GLASS 5/16" LAMI (1/8" A, .090PVB,1/8" A) /p ! o L. Clark, P.E. PE #39712 SUUeture, 61 5/16" LAMI 1/8" A, .090 PVB, 1/8" HS) 62 5/16" LAMI (I/8" HS, .090 PVB, 1 /8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090PVB, 3/16" 115) 2 710 .F. FRAME SILL OA 64 65 " 7/16" LAMI (3/16" HS, .090 n13, 3/16" HS) #4140, 6063 -T6 F.K. 4118/07 �C ADDA ITEMS 41,42 &43 py PARTS LIST F.K F.K. Omz fOM7/OB Kavtv�nx B NO CHANGE MIS SHEET 1070'fkMS, Fl.Y 75 woKOans, FL 3a27s P.O. Box 1529 tV03COM18, F134274 - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Powder F.K. Oats. 513108 Rertdonx A ADD SPACE DIMENSIONS ITEMS Os THRU 77. Visibly &lte,' HR710 " " NTS • 6 ® 11 "' ""a 4127 -10 """ C n F.K. K o2 Zi1SJQ8 Cheated By J.J. 3/83!08 °3/ 73 t- • 2.710 1 FLANGE FRAME HEAD #4102A,5063 -T6 .490 JL-_Jl Tk- 1.45f -_� 0 SASH STOP #4025,8063 -T5 .082 t 1I 1.349+1 21 SASH TOP & BOTTOM RAIL #4133,6063•T5 1.183 .050 _ 0 GLAZING BEAD, 5/16" #40446, 6083-T5 (USED WI GRILL KIT) .678 I-+----- -2.710 C6 FLANGE FRAME SILL J #4136,6063 -T6 061 .437 46 0 HORIZ. ROLLER TRACK #4131, 6063-76 2 1.081 �+-- 32 SASH MTG. RAIL #40060,6063HS -T6 1.187 1.096 I 1T 55 GLAZING BEAD 7/16" #4222A,6063 -75 37 0 FRAME SILL ADAPTER #4137, 6063-T6 Y�=1.4ti3 "1 17 FIXED MBEETING 6063HD -T6 RAIL #4054, 1.291 -4 SASH SIDE RAIL #4126, 6083.75 rt .678 ra* 1.115 + . I� 56 GLAZING BEAD, 7116" #9850,6063 -T5 (USED WI GRILL KIT) x-1.443 .738 0 SASH STOP COVER #4053, 8083 -T5 F 1.363' 13 FLANGE FRAME JAMB #4002A, 6083-T6 2.784 .678 53 1.096 �- {T GLAZING BEAD, 5/16" #40398,6063 -T5 .83 + 050 —F- 1.097 59 GLAZING BEAD, 13/16" #4067,8063 -T5 PRODUCT PRODUCT REVISED as Lompliiaa with tha Florida 6,cldig Coda A No Data Ramey FJG 4/1507 Reetelens NO CHANGE THIS SHEET re„aeay F.K. 10/17105 RayiStOnis NO CHANGE THIS SHEET > F.K. 5113/06 A NO CHANGE THIS SHEET Omen er FX. Dads 7128/06 crecsmael- J.J. nos 323/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1528 NOKOMIS, FL 34274 PcT Visibly Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e HR7IO Half 7 0 11 4127 -10 ri/' lichen L. ©u*, P,E PE #30712 Structural ANCHOR QUANTITIES, XOX (114.112.114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE, & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES O,E,F,J,K,L 23, WOOD 2, CON( 1, CON( 2,3, WOOD 2, CON( 1, CONC ZONE ZONES ZONES ZONES ZONES ZONES WINDOW SIZE y H HEAD & SILL 2 2 HEAD & SILL ' y 2 HEAD & SILL cc g HEAD & SILL y w HEAD & SILL y 2 HEAD & SILL -, cc 2. GLASS TYPES: w A. 5/16" LAMI - (1/8° A,.090, 1/8' A) ' B. 5118° LAMI - (118° A,.090, 1/8" HS) C. 7116'LAMI- 53.125x 38.375 48.000 50.625 54.000 60.0&0 63.000 1 +02+1+02 +1 2 1 +02 +1+02 +1 2 1 +02 +1+02 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02+1 (3/4''A,.02, /16 A) 2 D. 7/18° LAMI - {3(18" A,.0Y30, 3/18` A) 1 +C2 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 E. 7/18" LAW - (3/16" A,.090, 3/16" HS) HS) F. 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +(2,41 3 G. 13/16" LA IIG - /8'O 83/ 8°A 5/1 G. 13116" LAMI IG - 1l8.OR 3118° A, 5/16' OR 318" SPACE, 5116' LAMI - (1!8" A,.090, 118° A) 1 +02 +1+02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 H. 13/16° LAMI IG -1/8" OR 3/16° A, 5/18' OR 3/8" SPACE, 5/16' LAMI - (1/8' A,.090, 1/8" HS) I. A, 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+C2+1+02+1 3 1 +02 +1 +02 +1 3 1+02+1+03+1 13/16" LAMI 10 -1/8° OR 3116° 5116" OR 3/8° SPACE, 5/16" LAMI - {1(6° HS,.09O,1/8' HS) 3 J. 13/18° LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4' SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +0 +1 +0+1 3 1 +02+1 +02 +1 3 1 +02 +1 +0+1 3 1 +03+1+03+1 3 K. 13/18' LAMI IG -1/8" OR 3/18" A, 3/16° OR 1/4' SPACE, 7/16" LAMI - (3/16' A.090, 3/18° HS) 80.000 x 38.375 48.000 50,625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02+1 +02+1 2 1+02 +1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +02 +1 2 1 +02 +2+02 +1 2 L 13%18° LAMP IG -118" OR 3718" A 3/16" OR 1/4' SPACE, 7/16' LAMI - (3116° HS,.090, 3/16' HS) 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +0+1 3 1+02+1 +02 +• 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +2+03 +1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +0x+1 +02+1 3 1 +C2 +1+02 +1 3 1+02+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +02 +1+0x+1 3 1 +03 +2+03+1 3 26 JAMBS: 8° MAX. X. F RR MF M CM CORNERS. A OM CORNERS AND 22 1/2" MAX O.C. 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +0+1 3 1 +03+2+03+1 3 TABLE KEY: 74.000x 36.375 48.000 50.625 54.000 50.000 83.E 1+02 +2 +02 +1 2 1 +02+1 +02 +1 2 1 +02+2+02+1 2 1 +02 +2+02 +1 2 1+02 +2+02+1 2 1 +02 +2+02+1 21 X Q X 3 -. QUANTITY PER 1 +02 +2+02 +1 3 1 +02 +1 +02+1 3 1 +02 +2 +02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1 +02+2+02 +1 3 11+0+4+00+11 l-4. ANCHOR JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +02+2 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2+02+1 3 1 +02+2 +02 +1 3 1 +02 +2+02 +1 3 1+02+2 +02+1 3 1 +02+2+02 +1 3 1 +02 +1 +02 +1 3 1 +02+2+02 +1 3 1+02 +2 +02 +1 3 1 +C2 +2+02+1 3 1 +03+2+03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02 +2+02 +1 3 1 +0+1+02+1 3 1+02+2+02+1 3 1 +C2 +2 +02 +1 3 1+02 +2 +02 +1 3 1 +03+2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1+0+2+0 2+1 3 1 +02 +1+02 +1 3 1 +C3+2+C3+1 3 1 +C3 +2 +03+1 3 1 +02+2+02 +1 3 1+03+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION, (12) ANCHORS TOTAL AT HEAD AND SILL. 84.000x 30375 48.000 50.625 54.000 60.000 63.E 1 +02+2 +02 +1 2 1 +0+2 +02+1 2 1 +02 +2+02 +1 2 1 +02 +2+02+1 2 1 +02 +2+02 +1 2 1 +02+3 +02+1 2 1 +02 +2 +02 +1 3 1+62 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02+1 3 1 +02+2 +02 +1 3 1 +03 +3+03+1 3 (3' MIN. O.C. ANCHOR SPACING) 1 +02+2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03 +3+03+1 3 1+02 +2 +02 +1 1 +02+2 +0+1 3 1+02 +2 +02 +1 3 1 +02+2 +02+1 3 1 +02 +2 +02 +1 3 1 +03+2+03+1 3 1 +02 +2 +02+1 3 1 +0+2 +03+1 3 1 +02 +2+0241 3 1 +02 +2+02+1 3 1 +04 +3+04 +1 3 1 +01 +3 +04 +1 3 3 } }.-3° MIN. [ 125 314 -«--S 1L0111,1Cr +.'RVISED as co„r'- ';indi tko Florida rkb•krl.r.,7Sa Exptr1ionDet 0 l �.:1 4on f f -'1 By -; !. i ,,,.:i.,. X O x 1 +02 +2+02+1 3 1 +02 +2 +02+1 3 1 +03+2+03+1 3 1 +03+2 +03+1 3 1+02 +2+02 +1 3 1 +04+3+04+1 3 9" REF, 108.375x x 38.376 48.000 50.625 54000 60. 1 63.000 1 +02 +2 +02+1 2 1 +02 +2+02 +1 2 1 +02 +3+02 +1 2 1 +02 +3+02+1 2 1 +02 +3 +02+1 2 1 +02 +4 +02+1 2 T TYP. 1 +02 +3+C2 +1 31 +02 +2 +02+1 3 1 +03+3 +03+1 3 1 +03 +3+03+1 3 1 +02 +3+02 +1 3 1 +03+4 +03 +1 3 MTG. RAIL, 1 +C2 +3+02 +1 3 1 +02+2+02+1 3 1 +03 +3+03+1 3 1 +03+3+02+1 3 1 +03+3+0x+1 3 1 +03 +4+03+1 3 EXAMPLE CLUSTER W /QTY. OF (3) ANCHORS 1 +03+3+0 +1 3 1+02+2+02+1 3 1+03+3+03+1 3 1 +03 +3+03+1 3 1 +03+3+03 +1 3 1+04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+03+1 3 1 +02+2 +02+1 3 1+04 +3+04 +1 3 1 +04 +3 +04 +1 4 1 +03+3 +03 +1 3 1 +04 +4+04 +1 3 1 +03+3+03+1 3 1 +02 +2 +02+1 3 1 +04+3 +04 +1 3 1 +04 +3+04+1 4 1 +04 +3+04+1 3 1 +05+4+05.1 3 25 314" MAX. 111.000x 38.375 48.000 50.625 54,000 60.000 83.000 1+02+3+02+1 2 1 +02+2 +02+1 2 1 +02 +3+02 +1 2 1 +02 +3+02 +1 3 1+02 +3 +02+1 2 1+02+4462 +1 2 1 112° TYP. 1-.-3° MIN. 1+02+3+02 +1 3 1 +C2 +2+02+1 3 1 +03+3+03+1 3 1 +03+3+0+1 3 1+02 +3+0x+•1 3 1 +03 +4 +03+1 3 9' REF. f' //% Robert L. Clark, P.E. PE 838712 Structural 1 +02 +3+02 +1 3 1+02 +2 +02 +1 3 1 +03+3 +03+1 3 1 +03 +3+03+1 3 1 +0343+03+1 3 1+03+4+03+1 3 X O X 1 +03+3+03+1 3 1 +02 +2 +02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03 +3+03+1 3 1 +04+4 +04+1 3 II r� 1 +03+3+03+1 3 1 +02 +2+02 +1 3 1 +04 +3+04 +1 3 1 +04+3+04+1 4 1 +03+3+03 +1 3 1 +04+4 +04+1 3 MTG. RAIL TYP. 1 +03+3 +03 +1 3 1 +02+2 +02 +1 TABLE 4 SELECT 3 1 +04+3+04 +1 VALUES DUE TO 3 1 +04+3+04 +1 ANCHOR CAP. AD.! 4 1 +04 +3+04 +1 3 1+05+4+06+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS IC 4/15107 �°"C " UPDATE ANCHORAGE SPACING, XOX (114 -112 -114) -awed tibe F9( Oakr 10/17106 Rake one 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 10701Et?+NOLOGY DRIVE NOKOMIS, 11. 34275 RO. BOX 1528 NOKOMIS, FL 34274 rmrc ALUM. HORIZONTAL ROLLER WINDOW, IMPACT $,.: F.K. enema Etk F.K 5/13/ Rex 2/28108 A C 4,0445y, J.J. ADO SPACE DIMENSIONS GLASS TYPES O THAU L mm.. 3123!06 Visibly Bert¢r S 5,4 44 etR710 seer NTS s 8 d 11 Oman No. 4127 -10 i I C ANCHOR QUANTITIES, XOX (113-113-113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPES & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2 CONC 9, CONC 2,3, WOOD 2, ON0 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE w V b HEAD 8 SILL g HEAD 8 3IU - HEAD & SILL -, HEAD & SILL HEAD & SILL O6 HEAD & SILL 2. GLASS TYPES: A. 5/16° LAMI - (1/8" A,.090,1/8' A) B. 5/16" LAMI - (1(8° A,.090,1/8' HS) 48.000x 38.375 48.000 50.625 54.000 6000 63 t 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +132 +1 2 C. 5/16° LAMI - (1/8° HS,.090, 1/8" HS) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1+02 +1 +02 +1 3 E.7/16" LAMI- (3/1°A,.090,3/16° A) E. 7116" LAMI - (3/186' A,.090, 3/18° HS) 1+02 +1 +132 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 F. 7/16° LAMI - (3/16° HS,.090, 3/16° HS) 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 G. 13/16° LAMI 10 - 1/8" OR 3/16° A, 5/16' OR 3/8" SPACE, 5/16° LAM! - (1/8" A,.090, 1/8" A) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1+02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 H. 13/16° LAMI IG -118° OR 3/18" A, 5/18° OR 3/8' SPACE, 5/16° LAMI - (1 /B' A,.090, 1/8° HS) I. 13/18" LAMI 10 OR 3/16° A, 5/16" OR 3/8' SPACE, 5/16° LAMI HS,.090, 1/8° HS) 7 +132 +1+02 +1 3 1 +132 +1+02 +1 3 1+02 +1 +02+1 3 1+02+1+02+1 3 1+(1 +132 +1 3 1 +03+1 +03+1 -1/8° - (1/8' 3 J. 13/16 LAMI IG -1/8" OR 3/16' A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° A,.090, 3/16° A) 53.125 x 38.375 48.000 50,815 64,000 80.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1+02 +1 2 K. 13/16° LAMI IG -1 /8° OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3/16" HS) 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 L. 13116° LAMI IG -1/8" OR 3/16° A, 3116" OR 1/4' SPACE, 7116° LAMI - (3116° HS,.090, 3118° HS) 1+02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +132 +1 +132 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1 +132 +1 3 1 +01 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1 +02 +1 3 1+02 +1 +02 +1 3 1+02 +1 +02+1 3 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MFR. CM CORNERS 60,000x 38.375 48000 50.825 54.000 80.0 63.000 1+02 +1 +02+1 2 1 +02 +1 +02 +1 2 1+02 +1 +02+1 2 1 +02 +1 +02 +1t 2 1 +02 +1 +132 +1 2 1 +132+1 +02+1 2 JAMBS : 9° M AX. M FROM CORNERS AND 22112" MAX. O.C. 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 TABLE KEY: 1 +02 +1 +0+1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 X O X 1+02 +1 +132 +1 3 1 +02+1+02+1 3 1 +132 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 ,1+03 +1 +C3+1 1 3 [-..---ANCHOR QUANTITY PER JAMB PRODUCT REVISED to e v+. with the Florida Buildi Code Acceptance No 0 S S.O 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1+02 +1 +02 +1 3 1 +03+1 +03+1 3 A STD SILL ANCHOR EiTIES 1 +02 +1 +132 +1 3 1+02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 68,000 x 38.376 48.000 50.625 54.000 60.000 83.000 1 +02 +1 +02 +1 2 1 +02+1+02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 A C CLUSTER OF (3) ANCHORS RS C CENTERED L ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C.ANCHOR SPACING) 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +132 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1+02+1 +02+1 3 1+03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1 +02+1+02 +1 3 1+03+1 +03+1 3 1+02 +1+02 +1 3 1 +02+1 +02 +1 3 1+03+1 +03 +1 3 1 +03+1 +03 +1 3 1 +02+1+02+1 3 1 +133 +1 +03+1 3 74.000x 38.375 48.E 60.625 54.000 MOM 63.000 1 +02 +1 +02 +1 2 1 +02+1 +02+1 2 1 +02 +1 +02+1 2 1+02 +1 +02 +1 2 1+02 +1 +02+1 2 1 +02+1 +02 +1 2 I 25 3/4° MAX. --..-11-.--3" MIN. 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 1 X 1 I l4.1 O t X -,-- 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 9° REF. 3 ., 1 +02 +1 +132 +1 3 1+02 +1+02 +1 3 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 T- 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +03 +1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 W/ QTY. KEY MAX "TYP. OF (3) ANCHORS ABOVE) 84.000x 38.375 48.000 50.626 54.000 80.000 83.000 1 +02 +1 +02 +1 2 1 +02+1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 3 1 +02+1+02 +1 2 1+02 +1 +02 +1 MFG. RAIL, 2 EXAMPLE TYP. CLUSTER IN TABLE 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1+02 +1 3 1 +03+1 +03+1 3 Et.. „ Drac 7 !`JT 'off 1+02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1+02+1 3 1 +03 +1 +03 +1 3 (SHOWN P', Pro4" lip "" 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+03+1 +03 +1 3 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03 +1 +33 +1 4 1 +03+1 +03+1 3 1 +03+1 +03+1 3 25 314° 1+03+1+03+1 3 1 +132 +1 +02 +1 3 1 +03+1+03+1 3 1 +03 +1 +03+1 4 1 +03+1 +03 +1 3 1 +04+1 +04+1 4 --s 11/2 I-+-3° MIN t 88.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 1+02 +1 +02 +1 2 1 +02 +1+02 +1 3 1 +02+1 +02 +1 2 1 +02 +1 +01 +1 3 1+02+1 +02+1 2 1 +02 +1+02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 3 1 +03 +1 +03+1 2 t t �C� d O Robert L. Clerk, P.E. PE #38712 Structural 3 9"REF. X a t IA 0 a 1 a X 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3.- 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 3 1 +02 +1 +02 +1 3 1 +03+1+03 +1 3 1+02 +1 +02 +1 3 1+02 +1+02 +1 3 1+03+1+03 +1 3 1 +03+1 +03+1 4 1 +03 +1 +03+1 3 1 +04+1 +04 +1 4 MTG. RAIL, TYP, 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 1+03 +1 +03 +1 4 1 +03+1 +03+1 3 1 +134 +1 +04+1 4 EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS F.K. Rai, at I 4/16/07 0 UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) T*° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT rem*: F.K. beta: 10717/ tee: B REVISE ANCHORAGE FOR/1AT, HEAD S SN1 CLUSTERS 070TEC+WOtt]CdY DRIVE NOKOMIS, FL 34275 P.O BOx 1528 NOxOh1IS, FL 34274 Flo Rowley: Pala : DIMENSIONS 0 L F.K. rasa° ex F.K. 5/13186 Data 2Yl&O5 .4 ace achy J.J. ADD SPACE 3x13/86 GLASS TYPES THRU 1 Visibly Better °' ' HR710 evoti NTSS ' 9 e 11 ° „' 4127 -10 aar: C ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116" LAMI - (1/8" A,.090,118" A) B. 5/16" LAMI - (118° A,.090,18° HS) C. 5/18' LAMI - (1/8° HS,.090, 1/8' HS) E. 7/18° LAMI - (3/16"A,.090, 3/18° A) E. 7/18° LAMI - (3118" A,.090, 3118" HS) F. 7/16" LAMI - (3116' HS,.090, 3/16° HS) G. 13/16° LAMI IG - 1/8' OR 3/16° A, 5116" OR 3/8° SPACE, 5/18" LAMI - (1/8" A,.090, 118" A) H.13/16° LAMI IG -1/8° OR 3/16° A, 5/16" OR 3/8° SPACE, 6/16° LAMI - (118° A,.090,1/8° HS) I. 13/18" LAMI IG -1/8" OR 3/16" A, 5/18° OR 318" SPACE, 6118° LAMI - (1/8° HS,.090, 1/8" HS) J. 13/16° LAMI IG - 1/8° OR 3/16' A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16' A,.090, 3/16"A) K. 13/18" LAMI IG -1/8° OR 3/16° A, 3/16° OR 114" SPACE, 7/16° LAMI - (3)16' A,.090, 3/18° HS) L 13/16" LAMI IG -118° OR 3/16' A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° HS,.090, 3118° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4° MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X ANCHOR TYPE, & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONG 2,3, WOOD 2, CONG 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 8 1 7 E W V H ❑ 11i to = otf 2 4 t3 j to i otf m . ugh 2 0 m 2 ' w th i a6 m 2 .4 sd 1 W m z 0 m 2 g d La N i 0 m 2 ' 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+02 +1 3 1 +02 +1 3 1+C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C3 +1 3 1+02 +1 3 1 +02 +1 3 1 +C3 +1 3 1+02 +1 3 1 +02 +1 3 1 +03+1 3 46.000 X 38.375 48.000 50.625 54.000 60,000 63.000 1 +02 +1 2 1 +02 +1 2 1+C2+1 2 1 +02+1 2 1 +C2+1 2 1 +C2+1 2 1+02 +1 3 1+C2 +1 3 1 +02 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1+C3+1 3 1 +02 +1 3 1 +C2 +1 3 1+03 +1 3 1 +C2 +1 3 1+02+1 3 1 +C3 +1 3 1+02+1 3 1 +C2 +1 3 1+03+1 3 1 +C3+1 3 1 +02 +1 3 1 +C3+1 3 1 +C3+1 3 1 +02 +1 3 1 +03 +1 3 ,1 +C3+1 3 1+C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 53.125x 38.375 48.000 50.825 54.000 60.000 83,000 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02+1 2 1 +02 +1 2 2+C3 +2I 3 f- ANCHOR QUANTITY PER JAMB PROnocxr£dr.9ED ascarnp:;-:., with ttia Florida Building CO•�. Ac uarao' 0- 5,oq 1+02 +1 3 1 +C2+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 C CENTERED ON THE ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE FIXED ANCHORS T VENT AND TOTAL AT HE AT HE D. (7) AD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +03 +1 3 1 +02 +1 3 1 +03 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3 +1 3 1 +03+1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +G3 +1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 3 1 +02 +1 2 2+C2 +2 2 1 +02+1 3 1 +C2 +1 2 2 +02+2 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +C2 +1 3 1 +02 +1 3 2 +C3 +2 3 1 +03 +1 3 1+C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 j 183/4° MAX ---1 1-' -3° MIN. 1 +C3 +1 4 1+02 +1 3 2 +03 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +03 +2 3 1 +C3 +1 4 1 +03 +1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +04 +2 4 9" REF. 1 +03 +1 4 1 +03+1 3 2 +04+2 4 1 +03 +1 4 1 +03+1 3 2 +04+2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2 +2 3 1 +02 +1 2 2 +C2 +2 3 2 +02 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +03 +2 3 2 +02 +2 4 1 +C2 +1 3 2 +C3 +2 3 MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 2 +C3+2 4 1 +02 +1 3 2+03+2 3 2 +C3 +2 4 1 +02+1 3 2 +C3 +2 3 (SHOWN IN TABLE KEY ABOVE) Exp radon Dacs)i3`/ I! 2 +C3 +2 4 1 +02 +1 3 2 +03 +2 4 2 +03+2 4 1 +02 +1 3 2 +03+2 4 ByL /..'._ .` , °, .. Yr«iuct ""'"J D ,� 2 +C3 +2 4 1 +03 +1 3 2 +04 +2 4 2 +C3 +2 4 1 +03 +1 3 2 +C4 +2 4 1 +03+1 4 1 +G3 +1 3 2 +C4 +2 4 2+C3 +2 4 1 +03 +1 3 2+C4 +2 4 I 183/4° MAX. tt2" TYP 74.000 x 38.375 48.000 50.825 54.000 60.000 63.000 2 +02 +2 3 2 +02 +2 2 2+02 +2 3 2 +02 +2 3 2 +02 +2 ' 2 2 +G2 +2 3 � --1 I 1. -3° MIN. 2 +03 +2 4 2 +C2 +2 3 2 +C3 +2 4 2+C3 +2 4 2 +02 +2 3 2 +C3 +2 4 9' REF . �+ '�o o,.� Robert L Clark. P.E. PS #39712 Structural 2 +03 +2 4 2 +C2 +2 3 2 +03 +2 4 2 +03 +2 4 2 +02 +2 3 2 +03+2 4 WI 2 +03+2 4 2 +03+2 3 2+04+2 4 2 +03 +2 4 2+C3 +2 3 2 +04 +2 4 2 +C3 +2 4 1 +03 +1 3 2 +C4 +2 4 2 +C3+2 5 2 +03+2 3 2+04 +2 4 MTG. RAIL EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 2 +C3 +2 4 1 +03 +1 SELECT 3 2 +C4+2 VALUES DUE 4 TO 2 +04 +2 ANCHOR CAP, 5 ADJ 2 +03 +2 ' 4 2 +04 +2 5 K 4/16107 C CHI.TABLE#TO6,8 ANCHORAGE SPACING, OX AND XO WINDOWS r+ °ar F.K. O� 10/17/06 p°vi S REVISE ANCHORAGE FORMAT, HEAD& SILL CLUSTERS 1070 TECHNOLOGY GLOVE NOKGMI9, FL 34270 P.C. BOX 1529 NOKOMIB, FL 34274 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '�'' R,,max Damn as. F.K. ft: 13Po 8 2428/08 Maned* J.J. ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. 3/23/06 VLs/bls Better �: HR710 NTS 10 . 11 O1°"°'°" 4127 -10 'deY MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 1 314' MIN. E.D. TYP. NOTES: 2x WOOD BUCK, NOTE 3 1 ® 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114' ELCO } TAPCONS EMBEDED 1 3/8° MIN. OR 114" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1 k 114' MAX SHIM CONCRETE ANCHOR, NOTE 1 1 /4" MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL A WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8' MIN. 114' MAX. SHIM - CONCRETE ANCHOR, NOTE 1 h 11 2x WOOD BUCK, NOTE 3 lx WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX SHIM NOTE 1 © 1 314" MIN. MIN. 3.4 KSI E.D. TIP' td CONCRETE 2x WOOD 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH ) #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112', 1 x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6053 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT )EDITION. (1.5 KSI CMU) OR PER NOTE 1 A, (3.4 KSI CONCRETE) 1 3/4" (HE EXTERIOR, INTERIOR [� MIN. ED (H & SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR. NOTE 2 DETAIL H (HEAD NAILING .131 DIA MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE 8 MIN.) NAIUNG DETAIL C BUCK DETAI_LD NOTE 3 ) TYPICAL FLANGE FRAME SILL SECTIONS aeo ST Data 14EVISE NOTES 1 0 2 REGARDING TRIMFIT HD. 9 EMBEDMENT. F.K 4/16/07 C ADD IF FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION' AR.xv. uais;u 13441 DETAIL G (SILL)A DETAIL I (JAMB)) A TYPICAL INTEGRAL FIN FRAME SECTIONS Item by: FK be Rabima 10/17/ REVISE EDGE DIST. , EMBEDMENT& SW. REFERENCES 6/13/06 > A ADD NOTE E Daum or F.K Dade 2/28/06 c'w3/23.106 t 1070 TECHNOLOGY DRIVE NOXOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 ANCHORAGE DETAILS ...� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Bettor I1i710 Half, 11 d 11 4127-10 Robert L. Clark P.E. PE #139712 4tructurW MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUTPE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA veww.buldinaeodeonline.rom PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials: The documentation submitted has been reviewed by Miami. Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. 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 AM may immediately r evoke, modify, or vuspend 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 PW 701 Aluminum Filed Window — APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision 13 ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 # 03- 1105.01 and consists of this page 1 and evidence pages 1;-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0418.06 Expiration Date: February 19,2009 Approval Date: June 21, 2007 Page 1 PGT Industries, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision `B ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS L 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 alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA. #03- 1105.01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Submitted andrerprevious NOA #03- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with 1,130 -2004, prepared by manufacturer, dated 4113 /07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MA'FERJAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.L DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Satles. / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Manuel Product Control NOA No. 07-0418.06 Expiration Date: February 19, 2009 Approval Date: June 21, 2007 PGT Industries NOTICE 01? ACCEPTANCE: EVIDENCE SMUTTED F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 03- 1105.01, issued to MT Industries for their Series "PW- 701" Aluminum Picture Window-LMI, approved on 02/19 /04 and expiring on 02/19109. E -2 a.- Manuel Pe:. Product Control E NOA No. 47 i06 Expiration Date: February 19,2)9 Approval Date: June 21, 2007 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7116" LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMB I.G. GLASS COMPRISED OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH 1S COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, l.� INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSIIAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASSY, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT 0, EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FA. Dew 4/4107 tude 12118ro3 FIff rod FJC FJG 711073 Dam BF B a,.rarte A CHO. NOTE 2TCREP. ASTME 130 .02 REVISE ANCHORAGE NOTES. ADO REFERENCES TO NOTE BAND ADD NOTE 7. REDUCEANCNOR SPACING Grouted y 1070 TECHNOLOGY ORNE NOICIO9, R 342711 P.O. BOX 1029 NOROMIS, 8.34274 NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT PIN -701 NTS ' 12 ` � 42594 �RokWt L Clerk, P.E. PE 539712 9W¢terel 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT -"— STRENGTHENED GLASS OUTSIDE 11/16° NOM GLASS BITE F 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT REVISED t►oamplylai rab Ric Fiala' Ba Idles Code -,..= oG Row Ss Rana 4, P,IC 8 NO CHANGE THIS SHEET Rawl Bp Mix Reolsiortw F.(C 12116,ES A NO CHANGE This SHEET F,K 7/14/03 new 1070 TECHNOLOGY DRIVE NOKOMIS, R 34275 P.O. BOX 029 NOKOAMIS, R34274 GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT PW-701 I FULL 2 d 12 l N' 4259-4 Vail* &mar /,` Robert L Clark, P.E, PE 939712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60° DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE =48 "X96" OR MAX. AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE =48 "X96" OR MAX AREA = 31.99 SQ. FT. Read Etr Fx batw 414107 F.K. 11X8!03 7/7/14103 B A UPDATE E ANCHORAGE NOTE PJO CHANGE 77i!SSHEET 1070 TECHNOLOGY DRIVE NOKOMIS, RI. 34275 P.O. opt 1829 NOKOM$. PL 34274 VWbh eet:er F GED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT *Or SAW "�"IO NTS 3 d 12 4259 -4 PW-70t Robert L. Ol8B. PE. PE 1139712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX. SIZE = 60" DIk OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX AREA = 25.22 SQ. FT. MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT, HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48° OR MAX. AREA = 31.99 SO. FT. A 981/4° FRAME O.O. 96" MAX. A 50 114" FRAME O D. (48" MAX. L ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 93114" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX AREA = 32.00 SQ. FT. ARCH. MAX SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX SIZE =48 "X96" OR MAX AREA = 31.99 SQ. FT. Aaarea Ova Raw Br Fie tee: F.K 6aitor Fe Iblee 4'4B7 1711699 mr 7/14/03 Revlskos 8 , A ADD FRAME 0.0. =wawa AND UPDATE ANCHORAGE NOTE ctmaaar NO CHANGE THB SHEET oe ` 1070 TECHNOLOGY UMW NOROIOS, FL 31278 P.O. SOX 1619 NOKOb99, FL 3Q74 SEZ Vtsibdy Fetter INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT `sdr sae oa" lv rLr NTS l 4 d 12 4259.4 B PN'701 '/07 Robert L CIw1f, PP. PE 038712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7116" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/18HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/18" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE WINDOW "r DIMENSION FTL -3835 FTL -3835 FTL -3850 FTL -3850 28.500 34.000 39.500 49.000 A,B,C,D AREA +80.0 I -80.0 9.70 SQ.FT. +80.0 -80.0 11.57 SQ.FT. +80.0[,0.0 13.44 SQ. FT. 45.000 +80.0 I -80.0 15.31 SQ.FT. 46.500 +80.0 1 -80.0 15.82 SQ. FT. 48.000 +80.0 -80.0 16.33 SQ.FT 54.500 A,B,C,D 80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ. FT. 60.000 ` A,B,C,D +80.0 I -80.0 +80.0 -80.0 +80.0 L -80.0 16.48 SQ.FT. AREA 11.88 SQ.FT. 14.17 SQ.FT. 17.03 SQ.FT. +80.0 I -80.0 17.60 SO. FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 1 -80,0 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 l A,B,C,D +80.0 f -80.0 +80.0 I -80.0 +80.0 I -80.0 12.96 SQ.FT. 15.47 SQ.FT. AREA 17.97 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 +80.0 1 -80.0 71.000 A,B,C,D +80.0 -80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 76.500 A +80,0 -80.0 +80.0 -80.0 +80.0 L -80.0 19.48 SQ.FT. +80,0 -80.0 20.47 SQ. F3. +80.0 -80.0 21.15 SQ. FT +80.0 ] -80.0 21.83 SQ.FT +80.0 1 -80.0 22.19 SQ.FT. +79.3 -79.3 22.93 SQ.FT. +78.0 -78.0 23.67 SQ.FT. +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 82.000 AREA A 15.14 SQ FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 B,C,D +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. +80.0 -80.0 22.49 SQ.FT. +80.0 -80.0 25.63 SQ.FT. +73.1 I -73.1 +80.0 IDS -80.0 26.48 Q. FT. +71.8 -71.8 +80.0 -60.0 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67,0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77,3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 93.000 AREA A 17.32 SQ.FT. 20.;. SQ.FT. 24.00 SQ. FT. 27.34 SQ.FT. 28.26 SQ.FT. +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 29.17 SQ.FT. +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D AREA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +80.0 -80.0 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.08 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 98.000 A +80.0 -80.0 +80,0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -80.0 C +80.0 -80,0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 28.33 SQ.FT. 30.00 SOFT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. er REnsi Mix FJC 414427 REadByr De* FJG 12/1323 Dam* ruke F.IG 7114I09 8 CLEANUPTABLE PRESSURWES N AN NOTES !Wearer A CM4M3E NOTE 1 ANCHORING WITH P12 SCREWS ONCad .mom 1o701201, votorarorove NORMMA, FL 34275 P.O. BQX N29 NOKOMIS FL 34874 Ylaibly Better FLANGED UNIT DESIGN PRESSURES visa ALUMINUM PICTURE WINDOW, IMPACT 1.14101 Deasaivi NTS 5 ' 12 4259-4 f/e;' ff/7 ert L Clad,, P. E. PE 839712 TABLE 2, DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1118" LAMI LG., 3/16HS, 7/160 SPACE, 7/15" LAMI (3/16A, .090, 3/18" HS) D. 1 1/16" LAM' 1.G., 311618, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/15' HS) WINDOW GLASS "X:' DIM. TYPE FTL-3835 FTL -3835 FTL -3850 FTL -3850 28.500 34.000 49.000 A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A B,C,D AREA A B,C,D AREA A C B,D 54.500 60.000 65.500 71.000 76.500 82000 87.500 +80.0 -80.0 9.70 SQ.FT, +80.0 1 -80.0 10,79 SQ.FT. +80.0 1_ -80.0 11.88 SQ.FT. +80.0 f -80.0 12.96 SQ.FT. +80.0 [ -80.0 1405 SQ.FT. +80.0 -80.0 +80.0 -80.0 15.14 SQ.FT. +80.0 -80.0 +80.0 -80.0 16.23 SQ.FT. -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 -90.0 11.57 SQ.FT. +80.0 ( -80.0 12.87 SQ.FT. +80.0 [ -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.F7 +80.0 r -80.0 18.76 SQ.FT. +80.0 I -80.0 +80.0 -80.0 18.08 SQ.FT. +80,0 -80.0 +80.0 -80.0 19.36 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 WINDOW "Y" DIMENSION 39.500 +80,0 -80.0 13,44 SQ.FT. 45.000 +80.0 -80.0 48.500 +80.0 -80.0 4- 48.000 +80.0 -80.0 15.31 SQ.FT. +80,0 1 -80.0 14.95 SQ.FT. +80,0 -80.0 16.46 SQ.FT. +80.0 -80.0 17.97 SQ.FT. +80.0 -80.0 19,48 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 16.33 SQ.FT. +80.0 1 -80.0 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 1 -80.0 18.75 SQ.FT. +80.0 1 -80.0 19,38 SQ.FT. +83,0 r -80.0 20,00 SQ.FT. +80.0 1 -80,0 +80.0 1 -80.0 +80.0 I -80.0 20.47 SQ.FT. +80.0 t -80.0 21.15 SQ.FT. 21.83 SQ.FT. +80,0 1 -80.0 +80.0 1 -80.0 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. +79.3 ` -79.3 +78.0 -78.0 +76.8 78.8 93.000 AREA A C B,D 17,32 SQ.FT, -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 20.86 SQ.FT. -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 98.000 AREA A C B,D AR 18,41 SQ.FT, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 19.00 SQ.FT. 21.96 SQ.FT. +80,0 1 .80.0 +80.0 -80.0 +80.0 -80.0 22.67 SQ.FT. 20.98 SQ.FT. +80.0 I -80.0 +80.0 +r -80.0 22.49 SQ.FT, +78.0 -78.0 +80.0 -80.0 +80.0 -80.0 24.00 SQ.FT. +74.0 -74.0 +80,0 -80.0 +80.0 -80,0 25.51 SQ.FT. +80.0 -80.0 23.91 SQ.FT. +80.0 -80.0 24.70 SQ.FT. +80,0 -80.0 25.50 SQ.FT. +74.5 -74.5 +80,0 -80.0 +73,1 ( -73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 25.63 SQ.FT. 7 +70.0 -70.0 26.48 SQ.FT. +88.4 -68.4 27.33 SQ.FT. +67.0 -67.0 +79.1 -79.1 +77,3 -77.3 +75.8 -75.8 +80.0 -80.0 27.34 SQ.FT. +80.0 -80.0 28,26 SQ.FT. +80.0 -80.0 29.17 SQ.FT. +65.5 -85.5 +63,9 -63.9 +62.4 -62.4 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 +80.0 -80.0 29.08 SQ.FT. +80.0 -80.0 30.03 SQ.FT. +80.0 -80.0 31,00 SQ.FT, +71,9 +80.0 +80,0 -71.9 +83,0 -63.0 +61.5 -61.5 +60.0 -60.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 -80.0 26.33 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. F7 UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS 19 THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10 INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11, wont amr r 8r- CCLEAN�UP DESIGN TABLE 2DESCR PTIO�A EE AND NOTE& Datev 12115103 ate geodes A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS mew eeo. 1070 rEcstmotoonove NOISOME FL $4270 P.O. SQX 1629 NOKOA08, FL 54274 TINTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Visa* ?Jester &deaMnru PW-701 NTS meet 6 m 12 t� m"ax 4259 -4 W97 Robert L. Clerk, P.E. PE 83E712 Sbuobael MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH — HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT SCREWED C +RNER ASS'Y Fi' (FLANGE FRAME) MAX. WINDOW] HEIGHT 0 0 MAX. DAYLIGHT OPENING 2.784° ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 4(4/Q7 8 NO CHANGE TN fatlBV. Fit Fit 12/16103 7/14/08 aim A CLeoledBr NO CHANGE INS 6H odx 1070 TECHNOLOGY DRNE NOP(OM #1,34278 P.O. BOX 1623 NOXOA118, FL 34274 VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASSY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT HALF mrmgau. 7 ar 12 42584 L Pt*P.E. PE #39712 Slructufel 2.784° OUTSIDE Wo'•• MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784" 0 0 0 0 MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) RrealOr FJC Read F.K Gaol Date 114/07 Osier 12Nde9 7!14/03 0 A NO ORANGE THIS SHEET NO CHANGE THIS SHEET Dheoke487 Daft 1070 TECHNOLOGY WOVE NOHOW F1- 34775 P.O. BOX 1520 NOXOb88, FL 84274 Vlsibli Better SECTIONS INTEGRAL FIN new ALUMINUM PICTURE WINDOW, IMPACT Orlimdixtek �s mrvw x� PW-704 1)i4LF 8 of 12 4259-4 B ITEM DWG NO. PART # DESCRIPTION 1 4256A 84256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PDX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 84255 7116 LAMI GLASS BEAD 11 4254 12 13 1224 4224 64254 8TP247 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4282 64262 ARCHITECTURAL CORNER KEY 21 7116" LAMI GLASSY 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI 1.3 GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" i .970" -1 y� .975" ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 .346" -I .050" .975° ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6083 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1 INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875° ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 • Amara f r FX FJC 1st: F.K Dew 4/4/07 Cale. 1245/03 Delo 7/14104 Arcamm B Reddens A ceedvam NO CHANCE THIS SHEET NO CHANOE THIS Sh4ET or" 1 4278 TECHNOLOGY OHNE 80442382, R. P.O. BOX 1829 NOKOM R. 34274 Vtaiby Betmr EXTRUSION PROFILES & PARTS UST ALUMINUM PICTURE WINDOW, IMPACT 1704 a..� Fist.; HAL 9 a12 a�pwo 4259-4 B /,% . j /sue Clads, P.E. PE 098712 Sau4hoel o7 .131 "DIA.M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1 1/4" MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2) it 1 3/8" MIN. &EMBEDMENT . SEE SEE NOTE 1 FOR EMBEDMENT KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) INTEGRAL FIN DETAIL B 1/4" MAX. r 1 SHIM T WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. A EMBEDMENT 1/4" MAX. SHIM 1 2x WOOD BUCK 2x WOOD BUCK FLANGED DETAIL C (SEE NOTE 3) (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A r1/4" MAX. 1 SHIM 1 SEE NOTE 1 FOR :. A EMBEDMENTL•, Z t 1x WOOD BUCK ° (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E °R1.51(81 MIN. CMU A NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 13/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 13/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 608345 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Rase* Dada ReMatanV ,109,. FX Rosa Ar FX Arm., ex FX Ostfe .parr amx 1Z 03 77114/03 Rwdslanw B REVISE AND LIPDA1EANCHORAGE PER CWWR FBC choked tar CHANGE MOTE 1 AND FASTENER &"ACIN0 Dem I 10707ECHNOLOGYDRIVE IWIMOS, FL NM PO. BOX 16?9 NOKOMIS, R. 34274 112",T VOW, Bearer ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT PW701 NTS 10 12 I 4259 -4 • TABLE 3. ANCHOR ON•CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X° DIM. U o. Lil o. di- > WINDOW "Y° DIMENSION 15.0" "20.0T 25.0° 28.5" 30.0" 34.0` 39.5° 45.0° 46.5° 48.0" 1.,2.,4, 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. X Y X Y X Y X Y X Y XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY 49.0° O.C. CO a :3 N r CO a r o CO a3 V r CO t5 . ,y. ,,. CO a3 f W CO a3 aar:V .- t0 a O a v.. m 3 a-Wa- OD m m to t0 WrW�rr r�3 CO L. ... W a v-. CO a rr:- ... CO a cat r a- W d5 rra-r:∎� N .= t0 c� VV CO t7S c4 to m r 1r ev 54.5° (Ica CO O p., CO, t�3 a a % CO Nr 'E0 a 0 s. to CO' 3i O W CO as a r r CO lc 0 r CO 23 O . �o ui"- O CO W CO v` O CO •-' W 0 a f0 '" W �n O .- r CO u� C. r CO v`� a .- r CO O N Z.: r CO a O .. r 0 O ... .r_ CO `'i O T CO ,a O co 99 O < 60.0" ac, 04 1' r o r .N- CO :� W rr�ra- - r�dsrrsr W W CO W r .-r 0 ,-. 0) r .- �r,. re, 0 r W �a-.a- W r 65.5. O.C. v c`g' a V t.- .t c'S' o 0 v a3 o 1,a r r v a3 0 44. r o v a3 0 ai v PI Ora r et a3 Y d. as aoW0WaO," r v a3 co g er a3 co Fs V a3 co O ii3 r v as a r v as o r a g "fora,• .- .1. a3 VV r r nt Ps .� 0 ,g -• N v as 0 r V- a3 o v 71.4" O.C. SD a9 r r 04 N r al r r 0 0 as r r .N.. r a5 r v r CO m as r r co CO .- •• m r raSrn�c�Ml O r r co W f0 W r t0 W t0 W m c`3>, W co �`�.r r r -r` co `- r O ^r W SV r c�3- r r .r.. W W N �'`n.N .r,., W t0 -ra- W r CO W .N-. 76.5. O.C. v ca" O h v a3 a o v a3 0 V r N-. v 09 ° .' p, CO v a3 O O1 v ttn.-a5.- O r v O r < cCP,- O r �t9er0vov rp�'a3 W co O W CC.pir.- O W W r v c�3rrrr O r a 01 r v W r 'et'K•.4. a3 a r,:r r W V r W Na3Nr:� '' d' a r v CO 82.0" O.C. co r t.. V r ti O r .`- r a OrD `- LV N t0 < r CO w W 0 ."-- CO r P ,- m 1 ,r ^ " Z.4 CD W CO r " r m co f2 W v a9 O .r-'" CO r o < d' of m '_ t'"„ CO r LV r v g co r v ag ao a CO ` r V- v a3 co N 87.5° O.C. W '73 r r" ' r o co a3 r co t7i 1 r CO co OS W CD 5 0 r .N- r 0 tr'S: 0 m n Ol O W co "� a.-. m Pi CO m Or O ?31 W (D CO r m s3 0OO r c0 n 0) r W n CO N r r CO r �`} "n .,- crp co LV r r- 0 ti as <4 0 al a CT CO a- 93,0" O.C, V3 r r' r a r APOp li3 .N- QrDp ,75 r �- t0 QNCC t73 r W '' a r r r .- 0 r W "' 3 W t, " a5 CO Or W W r O3 s- r m r - W r �a 4{i r r W sY r W rN- T. O rN W .N M.0" O.C. V ". h r ° N r r 0 r W V a •- r tt2• -•- .- V O =PI r 0o W at�a5 W W W V,toto O to..... CO eYi N Or r CO .... toV CO r VVP.V'm O r CO .= n CO V 0 Nfi� r m CO NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) MAX. 81/T FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR DIM: L "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112" FROM .ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4" ELCO TAPCON 4. 1/4" ELCO 354 CRETEFLEX 5.5/18" ELCO TAPCON PrardOr 2X Dace 7 Flertaber a MN SHEET Ock Fk: � 4103 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. B9X 1520 710100909. FL 34274 Visibly Barer ANCHORAGE, WOOD SUBSTRATE Wks ALUMINUM PICTURE WINDOW, IMPACT adesOofte PIN -701 Bees TITS 11 a 12 tt .kgme. 4259 -3 B //A PRabet1L Clark, P.E PE 939712 Matadi 3 f TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE O WINDOW "Y" DIMENSION WIND. "X' DIM. t22 a. ¢ 'h > 15.0" 30.0" 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46.5" 48.0" 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.4. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. ... 4. 5. 3. 4. 5. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0" 0.c. CO a r , ~ co e� r O m ` .N- , o Id P N r r a' r st r g P r `t' Nit r 0, CO r� r rn V' r , r , co rN- ..- s" co r - h m " CO CO .N- o NS 0 CO r CO tZ3 tb CO r h a r o of r r co ra .N'• r tD n h CO 00 CD tai T N r r 0 ra r N r CO h r v r t"` t'D e$ r r [O s- rN 54.5" O.C. CO 0 o N ti r CO 0 o c:0 t6 45 0 N r 0 m 110 0 t`V CO u"i 0 sr o 147 0 d. '41. 0 N 0 0s ....CO t o W N O r `� CO Z$ o r CO CO o. r r o.4 oy CO g o CO u'5 0 40 5 0 CO ia o t0 5 rn t0 a h y. r o CO 0 0 r CO ?t o r, 0 h CO co f.'3... o N r r +74 O N r ',--' e r Y r h CD O CO +33 0 60.0" U.G. N r h O CO u Qt N r tD Y N �' 'el p0 at3 o Zit. CO �N„ @ �- CO M to of r Of co r. r r r = CO CD t�5 CO r C� CA g t� 0s h CO X CD S{D Cf� W r V. r CO N. tD CO 0 CO CO 0 W C.4. *` r N V "' „r., 03 n m 'Q r h ¢¢i� o to os r N 85.5" O.G. .t t� 0 N h et A. 0 o `i OZj 0 r 04 r o .4 tai o I �y r N W 's- 'is- • CO r st 0`§ o co CQ r $S - CO to V• f7S o r CO CO r 0- r v A 0 r r st s?S o r r 0 "rte r P. 40 o v a r v7 r CO v CP' S o r t0 01 ° CD v r. 0 1 tt 0 r r .t Ids 0 r r tD CO t�3 o v o r N r r • r v l7S o r N r r r T 12. a C�{ o N r v P� O 71.0" O.C.rN 40 N (0 r 5 o CO tir�9 m N t0 i0 r N M a .0 rr`"'ism'"'Iwn.r 40 r b, tt c0 r r * 10 r r`0x-O5;1`?3"�rg57't"r (0 CO t- t0 CO 05 t0 (0 0 m s' co CO tF+ o tZrr5 t0 CO co CO �`- o SV, ,- (0 r e8ra,rr`.�Ps N V. -f h 05 Da 40 r Ol '.. h i er- .r-- r CO 03 r r CO 0 r CO r r 0 0 r o CD r t0 rr„ r co r 76.5" O.G. et t3 4 ty ,- r tl' c�S O o @ dS 4 N 0 d' Cfirt'Sr,�rn"osr� N iN„ d. W to et O a. ro to CO sr P r to 03 .st O rt `�ri�i o to h co `eh co W sr d CO �5.`- N tD ' 00 d' .`- 0 rc�9r.` ' 0 N CO co co sr r� 61 V'. r �' t� r N rrP`t+� to ti' h a 01 `t O 82.0" U. G. • m r r h m r r O r t0 40 r r r ,�V .N.. ,�. Ps CO r CO W r r 00 .� e"3 CO m m "r.. r r co t0 errs r r trP r r +i- rr- r r r h m c"i ay O CO `C'i co r r r CO c� co co t73 CO ',4' r° CO , r r r r 'pp 40 00 as CO sr m CO S'tr. ,r,, CO r r SA h N r h O �s CO N r CO r r r N r 87.5° O.C. po u3 �.,t ~ w r a tD ti o N 0 o ui r �V r eN- J ■ M o �. r 05 !D �S r O% 0 (D c> o '� cv r rn t0 h r �3 o r rr 00 '�3 ce r 00 r` to CD Oa r9 2�ij o N- 0 Os o '� 04 r CO t73 o CO STS i4 , `' W t0 r: 0s '.- r = 0 �i CO m '� o CO 1� o N '- r CO ` rN- ,N r m t� ID V' `' r' 40 i CO r 0 '� r 93.0" O.C. CO X73 r ty r t'- CO n3 e- 0 w,` ° CO x- +?S CO r N r F w .y. r Co Co '73 :- y. r O ,. CO 0 C0 u` .:- CO h .... 00 0 - tai r q tQ c`4 0) m r °r m CO Co � r m g m ..c . r- 1D v '' a w r Co u� r .- cif n o Z CO W N `"33 := Co r P r e� 40 v r h of P o 03 �N 98.0" O.C. V r t.. r° CO d3 o N. r m .r Z/. F 0 n CO �. r V 1 r m t;, o co m r h r V ro r r el CO o c73 CA r nr o Iii to O PS o1 m . CO CO CA r <t m CO 00 o n CO N r r N,O '- r '?s Nt h o A t0 r er NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (0.C.) 'X' AND "Y" DIMENSION FROM TABLE 4 (MIN. 2118" O.C. CONCRETE SUBSTRATE) MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: DIM. k ---- -- "X" DIM. ----- ----►i FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER, ANCHOR TYPES: 1. #12 STEEL SCREW (G6) 2. #14 STEEL SCREW (G5) 3:114° ELCO TAPCON 4 114" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON Doter max FA eidx 4/4/07 t a NEW SHEET Ramtay CsaiF FA Otte 7/14/03 Polgovx ex Oates 40707E(MBOWarOWE **CMS, FL 34276 P.O. BOX toe NOK010S R 31274 Visibly Better ANCHORAGE, CONCRETE SUBSTRATE » ALUMINUM PICTURE WINDOW, IMPACT Salmatdret PW-701 "' 12 magna lb« 4259-3 B MOE gragligtil MIAMI-DADE COUNTY This Instrument Prepared By: _ Name ., S. OE S4u(" SA jOAMSEIJflu Address lf.t S i')1$ISCOS UU (/;,t ,u; S.eic.cin Permit No. RC(?V S fl 33t.?/ STATE OF %"lam- `G COUNTY OF 1 NOTICE OF COMMENCEMENT Tax Folio No. THE UNOERSI GNEO hereby gives notice that improvement will be made to certain real property.iand in accordance with Chapter 713. Florida Statutes, the following ird'ormation is provided in this Notice of Commencement. 1. Description of n property: al description of property. and street address if available) r 60 ( rc: 4 4-41 r. , fI4. 54-r l 3 3 3,r-- 2. General description of improvQment `g- E C70 D6/.. 411 M ^ ?� G't rc f j t �y — .146 ADP: Tic; (o; 3. Owner information ! a. Name and address: ✓s''Fwwt �� �.%w fS 1y ' e j* /Zcn r� ^4 iW a.'r, ?ch 1 —% MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division add 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 Aiuminum French Door w /Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 11 of 11, prepared by the manufacturer, dated 12/23/04 with revision B dated 10/12/06, 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 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 niay 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- 0419.03 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeoniine.com NOA No. 07- 0103.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2107 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1"1'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000-11, Sheets 1 through 11 of 11, titled "Alum. French door & Side lites, Impact", dated 12/23 /04 with revision B dated 10/12/06, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1L -4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 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 doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4528, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 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 doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) E -1 E. Product Con er NOA No. + ! ''y3.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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. } L- 4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. 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. le1L- 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 7. 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) 8. 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. F"fL- 4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03)PGT Industries C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 12/15 /06, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 Mem Product Control 1 . :, NOA No. 07- 0103.02 Expiration Date: February 24, 2010 Approval Date: March 15, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 05- 1208.02 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Interlayer ", dated 01/05/06 and expiring on 12/11/10. 3. Notice of Acceptance No. 03- 0415.13 issued to Solutia, Inc. for "Vanceva Composites used for lamination of glass ", dated 12/11 /03 and expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated February 21, 2007, signed and sealed by Lucas A. Turner, P.E. 3. Laboratory compliance letter for Test Report No. F 1'L- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0419.03, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door and Sidelites- L.M.I., approved on 06/09/05 and expiring on 02/24/10. E -3 Manuel Pe Product Control E NOA No. 07-0 _ .02 Expiration Date: February 24, 2010 Approval Date: March S, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16° LAMI CONSISTING OF (1) LITE -OF 3/46" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. 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. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMS LG. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/18" A,.090 PVB, 3116" 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 (3/16" HS,.090 PVB, 3/16° HS). G. 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,.075 VANCEVA, 3/16" HS). H. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3/18" 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 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300 -02. 3. CONFIGURATIONS: X, O VC XO, OX, XXX, XXO, OXX, OXO, )<X, 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 O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4�ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL -4311, FTL- 4312, FTL- 4315, FTL- 4527, FTL -4528, rTL -4529, F11.-4530 AND FTL -4921. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HU RRICANE ZONE (HVHZ). NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8,11 ANCHORAGE 9-11 EReDUCr REVISED asrnmp og**Abenett* Belding Cade rT " D .. D 2. Acceptosoe Explado Des A MANGENDTES 1 4ANO T.AQD VANCEVA IMF/LAYER GLASS TYPES. MOVEGL4 oDETAu TOSNEST2AND OP TABLES TO SHEETS. IMAM A ORASA AODSUBSAL A NDAtTERNA7ETOP&IOftOMNAIL. 8 REVISE NOM CAND 7 ADD NOTE Ogre 112 4 LT. Dew 4/ 1070 TECHNOLOGY OWE NOTKOMIS, FL 94V P.O. BOX 1$ NOKOIH& F194274 V 1bb Batter GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT Plastioitt FD7S0 1701. ? o/ 11 8000- ?1 8 ,z frLr- f 2/ rfd4 Wcae A. Twrer. P.E PE #5&2O Meaimr icel EXTERIOR 7/18" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7116" LAMI GLASS W/ PVB INTERLAYER 7/8" NOM. EXTERIOR 7/18" NOM. 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER 3118" HEAT STRENGTHENED GLASS 93DR94 INTERIOR GLASS BITE GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W1 VANCEVA INTERLAYER 3/16" TEMPERED GLASS AIR SPACE 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEXJ KEEPSAFE MAXIMUM PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS EXTERIOR 5/8" GLASS BITE /8" NOM. .4— 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER -�— 3/16" HEAT STRENGTHENED GLASS INTERIOR EXTERIOR GLAZING DETAIL SETTING BLOCK 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS WI PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER F eD0 reo w dMid& likddln Cada N. •,+ •. 02 ease Je /, .��_._.'a Pfrrad 514 9fA9LE Prokths A MEWSHEET. ADD VANCEVA PRIMAYER GLAZING OM B& ar FJ4 Paec 1w12/08 a MDCIANGE 77N9 SHEET peg Oemn9,s F.K 1! ROdebtor LT. Oak avos 1070 TECHAIOLOGY DRIVE tithirMIEI P.O. BOX15 NOJOUth R 59274 T Vir16ly Beater GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT a"YrACOt F0780 suit FULL tawe 2 .' 11 8000 -11 .r B Lump A. Turner, P.E. PE 958201 Mechanical TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H 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, 3116 "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. (3/167 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16 "HS) CONFIGURATION DOOR WIDTH 0 W 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 F1L -4527, 4528, 4529, 4530 UPGRADE FM- 4527, 4528, 4529, 4530 DOOR HEIGHT 6e- 793/4" 70 - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4" SINGLE X SINGLE X DOUBLE XX DOUBLE XX 30 37" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 30 37" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 60 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 60 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 CONFIGURATION FULL JAMB 0 FULL JAMB 0 SIDE LITE WIDTH SIDE LITE HEIGHT 68 •79 314" 7°- 833/4" 87314" 91 314" 8° - 95 3/4" 36 11116" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 36 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB O NARROW JAMB 0 NARROW JAMB 0 NARROW JAMB O NARROW JAMB 0 it od0,e 0MC w.l� F.K. WSW A PX 10NZ00 8 ttwsden ame ram 36 11/16" A,B,E,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 33 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 36 11116" C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 36 11116" D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A4WBHI.&PRO TABLE ITO 13C11.112£ ALL GLASS TYPES& CCACIOURATA2N0 UPDATE TABLE 170 A371, 0 190047 rawmF 1723104 aemeey LT. 4 was 1070 TECIVOLOGYORME NOS 1.L341170 P.O.BgXlO.70 &W PM 34274 DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT thAvAlbsat PD78d NTS 3 a 11 I 8000 -11 B Lucas A. Turner, P.E. PE 088201 Mechanical 7313/16' MAX. WIDTH 95 3/4" MAX. HEIGHT ALL OX OR XO X 25" MAX. DLO ALL X UNITS 110 5/8" MAX. WIDTH H71 3/4" MAX. WIDTH 145 3/8° MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDELITE) XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. Arad 137, FJC now A 3811/16" MAX. WIDTH 25° MAX. DLO 3811/16" MAX. WIDTH 33 3116" "MAX. DLO :11 (FULL JAMB) 0 (NARROW JAMB) RradBT FA: 1011&913 Rwskaz e NO CHANGE T/OS SHEET FJC Oaks 1711:4 ReYm ChemedaF LT. 4/1105 1070 TECHNOLOGY DRIVE NOKOMJS, FL 86170 P.O BOX 15 N'OKOINZL FL 34274 elC;;Mr. irribly Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Levee 9kdak FD760 sews NTS owe 4 11 —34 800041 Rex B ( 7/�11U6 Lucas A. Turner, P.E, PE 468201 Meahatictl VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICAL SECTION B OUTSWING HEAD OR7) — ORIGINAL VERSION TOP RAIL EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL A ALTERNATE VERSION TOP RAIL — MAX. DLO EXTERIOR MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL INTERIOR A MAX. HEIGHT ALTERNATE VERSION BOTTOM RAIL PISODUCT DEVISED ac t:0v with tho Florida IWO*Cede Ascaptoset _Sba Rgingss 1//, '.._ A VERTICAL SECTION D OUTSWING SILL > FJC Digo rivarne A NO OYANGERLS SKEET FJC la ndedr Oakr EX 10/1808 Orr Lane 122301 fiewlekor 0 REVILE Mg 8. SHOW ALIEIWA7& TOP Af0Bt7t717f,NAA. EXTRUSION. dkerrdex LT. 4 1070 TECHNOLOGY O E FL P.0. BQX 4528 D OX06(IA„ FL 8H74 P Lx VERTICAL SEC77ONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT arkakdt FV7B0 aro 1/2 5 o 11 800041 Iv= B Lucas a. limier, P.E. PE 000201 Mechanical OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE Mil= _!l .u0� ri,....71 1111) , -- t ip „._f liere} 1� C 17 I. kr•A SEE NOTE DETAIL G STILES AT ASTRAGAL 0 0 0 0 ;1124111111 © lc- 0 1101 'I M 0O 0 0 SEE NOTE DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3), 11” FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRODUCT REVISED as complying wilt fbe F1etId DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE Wad MA bar Fx WSW lidokac A 11O ORWM3E 7f088RET NO°W iEIMO&EET Fx FterMIM robe 10119/08 ads a Rwbvs omo* aer ads F.K 17/15,94 L.T. 4445 mwwwas 1070 TECHNOLODYDRNE NORDIt®, FL 9{?78 P.Q EQ7110� Nampa FL &OM Vtetbly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE UTES, IMPACT Isriffilledg ww eadc 1i1 aa+e+n 6 a 11 I 8000 -11 a • AP 2o,o 2-lz Vac Lucas A. Tumor, P.E. PE #58201 Mechanical l I NOTE: ASSEMBLY HARDWARE QTY (3), 11” FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRODUCT REVISED as complying wilt fbe F1etId DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE Wad MA bar Fx WSW lidokac A 11O ORWM3E 7f088RET NO°W iEIMO&EET Fx FterMIM robe 10119/08 ads a Rwbvs omo* aer ads F.K 17/15,94 L.T. 4445 mwwwas 1070 TECHNOLODYDRNE NORDIt®, FL 9{?78 P.Q EQ7110� Nampa FL &OM Vtetbly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE UTES, IMPACT Isriffilledg ww eadc 1i1 aa+e+n 6 a 11 I 8000 -11 a • AP 2o,o 2-lz Vac Lucas A. Tumor, P.E. PE #58201 Mechanical FD750 DOOR(S) II)DI I own I DFSCRWUON J PGT6 FRAME ICFT PARIS 1 8006 FRAME - HEAD &HINGE JAMB 65006 2 8003A OUT-SW INGSILL 68003A 3 80040 OUT -SWING SILL COVER 68004C 4 8008 DRIP CAP 68008 5 68009 HEAD, SILL & JAMB WEATHERSTRIP (SCH1 GAL) U8333778500 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 — FRAMEASSPMBLYSCREW 08 X 1° PH QUAD 78IPQA 9 8032 ASTRAGAL END SEAL 48032 DOOR PANEL S 36 HEAD, SILL& JAMB WFA77)E+R.SIRIP(SCHUTGAL) 13333778500 20 8012 811101 680L2 21 8014 TOP RA II, (THREADED ROD DESIGN) 68014 22 8013 BOTTOM RAIL (THREADED ROD DESIGN) 68013 23 8017 TOP SWEEP 65017 24 8016 BOTTOM SW E' 68016 25 68006 SW EFP SCREWS, 44 X 117 PHIL PH 8008 26 8015 ASTRAGA I, ACTIVE &INACTIVE 68015 27 80218 GEAR H1N(18, JAMB SIDE 680218 28 8020A GEAR H 1P4G/, COVER 68020A 29 8018 GEAR HINGE, BACK -UP PLATE 68018 30 8019A GEAR HINGE, DOUR SIDE 68019A 31 8035 GEAR HB MARINO 68033 32 —GEAR HINGE, SETSCREW 0632 x 1/4° - -- 33 - ----- GEAR H1NCie, MTG. SCREW 912 x314' TRUSS ED. 8039 34 ---- -GEAR 11140E, MTG. SCREW 012 x 1 1/2" TRUSS HD. -- -- 35 - - -- THREADED ROD 5/1618X36" 6TRODA 36 - - - - -- FIANGP -D HEX NUT 5/1618 7990NCJTA 37 8109 TRUSS CLAMP 60378M 8033B 8043 WS GEAR LATCH MECHANISM (ASHLAND) 81 39 8030 LOCK BLOCK 48030 40 1110.24 HEX NUT LATCH ASS'Y SCREW S 08 X 2' SSPHILL TR HD 7/02TPAX 41 8037 S/S S1400T BOLT ROD (SULLIVAN) 84 8056 8045 STANDARD FLUSH BOLTS Wl SS ROD (SULLIVAN) GLASS, BEADS & SILICONE 43 8031 SHOOT BOLT GUIDE 48031 44 » SHOOT BOLT GUIDE•& STRIKE SCREW 8. 32X3/8' SS PHIL/ TR HD 78X38PFTX 49 803814 RIGHT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) W5I10-43S1 46 803BL LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED Miff) W5110-448I 47 STRIKE KATE SCREWS 8-32 X 3/8" SS P111IL IR HD 78X36PFTX 48 STRIKEPLATE MIDDLE SCREW 6-24X 1/2° PH 7612FPIX 49 8036 SHRIKE PLATE AT HEAD &SILL 50 BEAD STRBCESCREWS SS 8 XU2PIBILFH 785SLAX 51 -- STRIKE RATE SCREWS @SILL 5S 8 X IR PHIL J . UNDERCUT FH 78X 12PFHUX 52 8041 ACTIVE TRIM SET(ASHCAND) 68022 33 8042 PASSIVE TRIM SET (ASHLAND 60026A 54 8044 STADIUMS STEEL PASSIVE LOCK GEAR (ASHLAND) 68023A 55 8014A TOP RAIL (LAG BOLT DESIGN) 68014A 56 81313A BOTTOM RAW (LAG BOLT DESIGN) 68013A 57 -- 5/16° x2 1/2' LAG BOLTS 73161BOLTX FD750 FULL JAMB SIDE LITE ITEM DWG9 DESCRIPTION PG774 1 8006 FRAME - HMAD, SILL &JAMB 68006 4 8008 DRIP CAP 68008 6 8037 SCREW OOVER 6&00'1 7 8009 INSTALL PLATE 68009 8 — ERA ME ASSEMBLY SCREW 08 X I° PH QUAD 781PQA 20 $012 STELE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 - THREADED ROD 5!1618X36° 6TRODA 36 FLAKED HEX NUT 916-18 7990NUFA 37 803.9 TRUSS CLAMP 6037861 60 48 X3/4° PH SQ DRIVETEC SCREW 78X34PSTW 61 8023 SIDE LTIE HEAD TRIM 68028 62 8029 SDEISTE JA MB TIUM 6&129 FD750 NARROW JAMB SIDE LITE 1 8006 FRAME - HELD& SILL 68006 A 8008 DRIP CAP 68008 b 5007 SCREW COMM 68007 7 8009 INSTALLPIATE 68009 $ --- FRAMEASSENBLYSCREW 98X 1° PH WAD 181PQA 21 8014 TOP RAE. 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16-18 X 36" 6TRODA 36 - -- FLANGED HEX NUT 5/1648 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 -- -- 08X7/4" PH SQ DRIVETEX SCREW 783/34PS1W 61 8028 SIDE LITE HEAD TRIM 68028 70 8010 FRAME, JAMB 68010 ASSEMBLY KIT 80 8033B FRENCH DOOR ASSEMBLY BEAM 680338 81 ---- -- 910 -24 X 2 I/2" PH SCREW 82 1110.24 HEX NUT 83 --- 012 X I I/2" TR HD TFX SCREW 84 8056 SUBSIUL(OPTIONAL) 68036 GLASS, BEADS & SILICONE 90 -- GLAZING SEA IANT, DOW COR14I1s10899, 983, 095 OR EQUIVALENT 91 » 7/16' LAMINATED GLASS (3/16° ANN„090 PVB, 3/16° HS) 92 7/16' LAMINATED GLASS (3/16° HS.,090PVB, 3/16' HS) 93 - -- 7/16' LAMINATED GLASS (3/16 ANN.,.073 VANCEVA,3/16° HS) 94 7/16' LAMINATED GLASS (3/16' HS,075 VANCEVA, 3/16" EIS) 95 7/8° LAMI IQ (3/16' T, V4' SPACE, 3/16° ANN.,090 PVB, 3/16" HS) 96 — «-7/8" LAMI I11 (3/16°T,1/4° SPACE, 3/16" HS-090 PVB, 3/16' HS) 9I 7/8' IAMI LQ (33/16' T, 1/4° SPACE, 3/16° ANN.,.075 VANCEVA, 3/16° H5) 98 7/8° LAM/ LG (3/16' T, 1/4" SPACE, 3/16" HS.,075 VA NCEVA, 3/ 16° I1S) 105 8021 BACK BEAD 68022 106 8026A SL BACKBEAD 60026A 107 8023A 7/16' BEAD 68023A 108 8024A 7/8' JOBEAD 68024A 109 1324 VINYL BULB WSTP MILK) 6TP2A7 Alex WASS Roraima A ADD STEMS 99, 97 AND Oa PX Dago 1082100 Rodelate 8 IWDATERBT8. ADDITIJ(96e09057AW84. Dabs Rather Mabel Ay L.T. roc 1070 7ECFBYOLOGYDWVE NOKOWS. FL 38776 P.0. 8f0(1678 NOKOA J9, R.34274 PARTS UST ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sodohltdes F0760 MA Shot7 d 11 ` 8000-11 I 8 Lucas A. Tumor, P.E. PE $58201 Mechanical 1 #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL 2.000 2 #8003A 6063 -T6 2 V.:1 OUT -SWING SILL #8004C 6063 -T5 A OS SILL COVER 3.990 20 #8012 6063 -T6 STILE E 4.434 21 #8014 6063 -T5 TOP RAIL 22 #8013 6063 -T6 BOTTOM RAIL oa5_ .965 #8022 6063 -T5 BACKBEAD .442 #8026A 6063 -T5 SL BACKBEAD 8.250 �1 T50 F-1 .818 r.- #8023A 6063 -T5 7116" BEAD 10 437 .957 I•-- #8024A 6063 -T5 I.G. BEAD h+- -1.835 #8033B 6105 -T5 J 80 FD ASS'Y BEAM L .050 I 2.622 61 #8028 6063 -T5 SL HEAD TRIM .050 2 6 #8029 6063 -T5 SL JAMB TRIM 4.027 7 #8009 6063 -T5 INSTALL PLATE .075 1.170 �2.544� 26 #8015 6063 -T6 ASTRAGAL 1.812-+{ r-� Imo. 1.000 #8039 6063 -T6 TRUSS CLAMP 3.836 i 70 #8010 6063 -T6 NARROW SL JAMB 1.000 #8008 6063 -T5 DRIP CAP —�{ 1.180 �+ 4.311 040 liiii 7 r;--) #8007 6063 -T6 SCREW COVER .050 2.240 .797 f� r ` 2 f .. #8017 6063 -T5 24 #8016 6063 -T5 23 TOP SWEEP BOTTOM SWEEP 2280 075 #8021B 6063 -T6 GEAR HINGE, JAMB .742 l .072T7 #8020A 6063 -T6 GEAR HINGE, COVER .1a2 29 #8018 6063 -T5 HINGE, BACK -UP 075 k-- 2.438 ----I T 30 #8019A 6063 -T6 GEAR HINGE, DOOR ElMpinaCF REVISED as complying with the Reeds e re FJC bac WINOS A NO CHNIOEIHRI BMW Ihn®7ep FJC tibc faH20B s 8 WEAN: ERBISa Revsd *lox mn. * F.IC Daft 124 _ amce�: L. T. Imo 1070 7FLI#YOL06YLIRNE NOXOMBB, Fl. S4275 P.O. BCJX 1629 NOXOUIS, R. 34274 EXTRUSION PROFILES fir ALUM. FRENCH DOOR & SIDE LITES, IMPACT 87750 Sots 1!2 8 s 11 lrrtmi+. 8000 -11 ser 8 Lucas A. Turner, P.E. PE /58201 Mechanics] 11° – JAMS – ANCHORS HT. QTY. - 953/4" - (5) 91 3/4" - (5) 87 3/4" - (6) _ 83 3/4" - (5) 79 3/4" - (6) 18.500' MAX. O.c. 1 1 DETAIL A (CONCRETE) A (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 � � �{ �' 12" – A I�� 18" -Tr 3" I� -16 } sn -3 I 9 , III III) pl 1 1111 1111 © I 11" I o 3" MIN ."\- HEAD & SILL ATYP. ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 95 3/4" - (8) 91 3/4° - (8) 873/4" - (8) 83 3/4" - (7) 79 3/4 "-(7) 10.571" MAX. O.C. 11" 1 1 A DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2 OR 3 JAMB ANCHORS HT. QTY. 95314 " -(6) 91 3/4" - (5) 87 3/4° - (6) 833/4 " -(5) 79 3/4" - (5) 18.500" MAX. O.C. 1 11" _ 3" MIN. ATYP. A (2) EQ. SP. TYP. P II II I A DETAIL C (CONCRETE) SEE NOTE 5 (2 OR MORE PANELS) ARDING ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS HEAD & SILL ANCHOR CLUSTER (TYPICAL) A (3) EQ. SP. TYP. ri Q 1111 till I pl 1111 6° 11" 10.571" MAX. _ O;C. JAMB ANCHORS HT. QTY. 953/4" - (8) 913/4 " -(8) 87 3/4° - (8) 833/4 " -(7) 79314 " -(7) 1111 Q A DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND!) ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE UTE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 - 1/4" ELCO TAPCON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8° MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) A HEAD AND SILL 6° MAX. FROM FRAME CORNERS. JAMBS 11" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3° AND 6° MAX. ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3 °, 6 ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS 11° MAX. FROM FRAME CORNERS AND 10.571' MAX. O.C. 11" Rowed VA FX Max Rail= A NO C'N1488 T188SHEET *nod Or FJC OaOc ffi %.168 Areffdres 8 • NOTEPIBPTAlM7tl 70 APIC110446804h8PDEAAOCOUNTY. REVNEANOHORAGE PER MOO( ANO REVISE NO788$ 348. In= Llx FJIC Oft 12129104 Rsalors a7.idyc LT. Dar NNW 1078 26284 LOGYDRIVE AGNQIQA. R. 34270 P.O. BOX 1679 NOI(OI FL 34274 El T_ V�db/y 9ettar ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE LITES, IMPACT aeiNidd FD760 1/4 stow 9 s 11 mover. 6000 -11 Y"c B 2,72 Vac, Lame A. Tamer, P.E. PE 468201 Mechanical 3.4 KSI MIN. LA CONCRETE —�. .. ..EMBED. SEE NOTE 1 L geNCRETE ANCHOR (NOTE 1) 3,4 KSI MIN. - ® CONCRETE 1/4" MAX. SHIM 114 "J MAX. SHI M :.E(r4BED. SEE NOTE 1 1x WOOD (NOTE 3) CONCIETEANCHOR (NOTE 1) 2x WOOD (NOTE 3) 114" MAX. GROUT, SEE NOTE 6 A 3/8" MIN. 3.4 KSI MIN. CONCRETE A 13/8' MIN. 2x WOOD (NOTE 3) w000 (NOTE 2)® 1/4" MAX. SHIM EMBED. A SEE NOTE1 3.44 KSI MIN,- • • - • CONCRETE .: OR 1.5 KSI .• MIN. CMU ' " : •. CONCRETE A ANCHOR (NOTE 1) i ann iiliiipa■uni 111,1 Will 1x WOOD •• • .: .: (NOTE 3) •'•.=•.'wj • . 1/4" MAX. SHIM 4►— 114' MAX. SHIM—.4 1-"- TYP. DOOR & SIDE LITE JAMB, & SIDE LITE SILL ACONCRETE ANCHOR (NOTE 1) EMBED. A SEE NOTE 1 . • +ptUmi,imnuniii11E 3.4 KSI MIN. • - CONCRETE • A 1/4" MAX. CONCRETE ANCHOR GROUT, (NOTE 1) SEE NOTE 5i ® WOOD ANCHOR, NOTE 2 TYP. DOOR & SIDE LITE HEAD 1/4" MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1144 TAPCONS OR 1/4' SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314 ". MIN. EMBEDMENT: 1/4" TAPCON - 13/8 °,1 /4" SS4 CRETE -FLEX -1 314 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX - 1 318" MIN. EMBEDMENT FOR EITHER. 3, WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT 13 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAIL SHALL BE A MIN. STRENGTH OF 6063 -15 AND A MIN. OF 1/8" THICK. THE ALUM. 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 WO00 BUCKS. THE ANCHOR SHALL BE A 012 SPAS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR CONCRETE SHOWN ON SHEET 8 MAY BE USED. 5. IF 311113 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 13 NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 13 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. • EMBED. NOTE 1•. • EMBED. SEE NOTE 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) EXTERIOR INTERIOR (ALL HEAD 8 SILL SECTIONS) 3.4 KSI MIN. CONCRETE WOOD A 114" MAX. A (NNOTE2) GROUT SEE NOTE 5 1 318" MIN. CONCRETE ANCHOR A (NOTE 1) L INTERIOR (ALL JAMB SECTIONS) EXTERIOR '07 2x WOOD NOTE 3) TYP. DOOR SILL vti: 1st F::lti'4 arc Oesc 9WTEUi7 A traoarasrorrariasirercararrosmormerraaroarwiraroassarmar Reorear FA F.1 Robber 8 LAMA= litIC QRAGEAM!NOTES mse r°1Z23vi atstl.Tea e Uero3 1070 Tg2KWpLCGVA'!II'E Wawa FL 3421W P.O. EQx flies NORMA Ft SON ANCHORAGE DETAILS Tec ALUM. FRENCH DOOR & SIDE LITES, IMPACT oah.atea,e AMC 19tnt A,e 1/4 Shot +ev+d 10 -11 I a"• 8000-11 Wins A. Tumor. ME- RE 0%201 Mechanical 55 #8014 6063 -T5 TOP RAIL, LAG BOLT DESIGN 1.938 .100J 8.250 O #8013A 6063 -T6 BOTTOM RAIL, LAG BOLT DESIGN i - 3.775 1_ � •4 .125 •050"' O#8056 6063 -T4 SUBSILL, OPTIONAL 114" MAX. GROUT, SEE NOTE 5, SHT. 10 CONCRETE ANCHOR SEE NOTE 1, SHT. 10 OPTIONAL 3KSI MIN. CONCRETE 1 /4a MAX. GROUT SEE NOTE 5, SHT. 10 CONCRETE ANCHOR — SEE NOTE 1, SHT. 10 114" MAX. GROUT, SEE NOTE 5, SHT. 10 • 'EMBED. SEE ;NOTE 1, SHT. 10 $ 3KSI MIN. CONCRETE OPTIONAL • WOOD ANCHOR, SEE NOTE 2, SHT. 10 OPTIONAL 1 318 MIN. • . • EMBED. SEE MOTE 1, SHT. 10 WOOD ANCHOR, SEE NOTE 1, SHT. 10 114" MAX. GROUT SEE NOTE 5, SHT. 10 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL 1 3/8" MIN. 2x WOOD, SEE NOTE 3, SHT. 10 OPTIONAL SIDE LITE SILL ANCHORAGE OPTIONAL DOOR SILL ANCHORAGE <441EXTERIOR INTERIOR (ALL SILL SECTIONS) E> PRODUCT REVISED empirleg altb Me F.,rft Wafts Coda tt.etgc FJC FJG Girt a/25uT Lisle 10^moe listc Reelstatv A WOVE 8HEEf NOTE4ANOA+b OMERSORIINTEMORDIAGR4116 0 NEW SM. ADD SI SSAL AN D ALT ERNAT E rt P a BOT TObf HM PX i asarliv FJC DetX 12129104 LT. 1070 nrmiturevrarvE NOKOA64 FL MTh PO sax ea NOICWM, Fl 3W4 eGT: Visibly Better ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT lD760 1/4 11 a 11 A,etgsa 8000 -11 Rae B i 2-/2/,- Lutes A. Turner, P.E. PE N58201 MeohaNGel Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #a1Jac �' DATE: 5;v:44/et- I, G 4I0� OE Contractor ❑ Owner ❑ Architect ed up -2 sets of plans and 0001 - From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building De artment to conti ue permitting process. Acknowledged by PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: