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RC-13-8760Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: <�3 of- Permit No. JUN i 0 203 FBC 20 (,b Master Permit NoAc - 1-1 - [3` �-6 ROOFING Miami Shores County: Miami Dade Zip: Folio/Parcel #: l(- 31 o 1° ®53 s-7 0 Is the Building Historically Designated: Yes NO Flood Zone: 1 OWNER: Name (Fee Simple Titleholder): � —J' TZ Nl� � III - tjp V Cs i vt -.. e#: City: C7 State: TenandUssee Name: Phone#: Email: CONTRACTOR: Company Name: ) � k y _ Phone#: `30� � ($ �-- ® q / L Address: City: (�,�l State: Qualifier Name: Phones State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type, of Worjk: OAddition ❑Alteration ONew ORepair/Replace ODemolition Descrippon "of Work: 0, , S r'thru tile: N Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ - n TOTAL FEE NOW DUE $ AW+14 W Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR' PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: The fore oing instrument was acknowledged before me this day of , 20 L( , by who is known me or who has produced as identification and who did take an oath. NOTARY P0196" x Print: My Commission Expires: My Commission Expir . man ` -"oy' REBECA K PASTRANA � / p,7p�'QiES: Fetruery07.1017 APPROVED BY lJ Plans Examiner Zoning } Structural Review Clerk (Revised 3/1$/20 ) evis�4 O�/10/07)(Revised o6 /10/2009)(Revised 3!15109) - 1- IMIAIMI• JUN:1 U013 M COUNTY, FLORIDA: PRODUCT CONTROL SECTION DEPARTMENT OF PE RLY T NMENT, AND REGULATORY 1 1805 S.W. 2& Sfto Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-Z90. F (786) 315 -2599 ---f' NOTIM OF ACCEPTANCE f 0A) y m la��i�gaY PGT Industries 1070 Technology Drive. Nokomis, n: 34275 L� SCOPE: This NOA 'is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County. PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdi { This NOA s n xpiration. date stated below, The Miami Dade County Product Control. Section (In D ty for the AiiJ {in areas ether than Miamiade County} reserve the right to have this riai for quality assurance purposes. If this product or material fails to perform in ce er, a manufacturer will incur the expense of such testing and. the AHJ May immediately nd the use of such product or material within their jurisdiction. PERA reserves the ght 1 tam, if it is determined by: Miami Dade :County: :Product Control .: Section that ' r u mater fails to meet the requirements of the applicable building code. This product p descr herein, and has been designed to comply with the Florida: Building Code, including the Nigh Velocity cane Zone: - - pDES+CRIPTION: Series 700 uminum Single Hung Window - I.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011; prepared by manufacturer; signed and sealed by Anthony Lynn:Miller, 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 Section. ISm a IMFACT.RATING -. .Large and Small Missile impact Resistant. LIMITATIONS: Miami --Dade County Product Control Approved Shutters Or Protection Devises shall: be required for Glazing Option 'W` at installations above 30 Ft. aboveground (See sheet 1 of 11 ). LABELING: Each unit shall bear a permanent label with the manufacturer's name: or logo, city, state, :model/ series 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 p erfbtmanpe.of this product. TERMINATION of this NOA will occur alter 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 because 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 No. 11-0405.10: and consists of this page 1. evidence. pages E-1; E-2 and. E--3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. PGT IMduLIdes 1\1 ®TILE OF ACCEPTANCE; EVIIiENCE SUBMITTED A. :DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing Na 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.47- 0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21 /06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07 0322.06) 3. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (SubmWed under previous NOA N&07-0322.06) 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 an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10 105 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. #5401m) t Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -1 PGT Industries NOTICEFACCEPTANCE: EVIDENCE SUBMITTED B. TESTS, (CONTINUED) 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) Small Missile Impact Teat 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 an aluminum. single hung window;:: with fin: frame, prepared by Fenestration Testing Laboratory; inc., Test:: : Reports No.'s FTL -4947 and dated 08/11/05, both signed and sealed by Ednnundo Largaespada, P. E. (Submitted under previous NOA. No. o5-1 ol8. ©1) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94: 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -tip drawings and installation diagram of an aluminum single hung window, with fin flame; prepared by Fenestration Testing Laboratory, Inc., Test: Reports No.'s. FTL -4948 and FTL- 4646, dated 08/1.0/05, both sighed . and sealed by Edmundo Largaespada, P. E. (Submitted under previous NUA No. 05-101&01) C. CALCULATIONS r 1. Anchor verification calculations and structural analysis; complying with FBC 2007; dated 01/11/2011, prepared, signed andsealed by Robert L. Clark, P. E. Complies with ASTM E1300 --04 (Suhmiued under previous NUA No. 11- 01.28.03) : D. QUALITY ASSURANCE 1. Miami-Dade Departm ent of Permitting, Enviroram ent, and Regulatory: Affairs (P ERA) . _.. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Buts.citeO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc, for their "Saflex . and Vancevu clear and color interlayers" dated 05/05/2011 expiring on .05/21/2016.. . ,laime D. Gas , T. E. i Product Control Section Supervisor NOA No. I1- 1013.14 Expiration. Date: March 26,2016:: Approval bate: November 03,2011:: E -2 PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC- -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL -5063, FTL - 4645, FTL- 4649, FIPL -4723, FTL -4947, FTL -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05-4 01& 01) G. OTHERS 1. Notice of Acceptance No. 1.1- 0405.10, issued to PGT Industries for their Series "SH 700 Aluminum Single Hung Window -- L.M.I."°, approved on 04/21/2011 and expiring on 03/23/2016, r Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -3 . 1 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON .SHEET 2) A. b118° LAMI CONSISTING OF (2) LITES OF 118° ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR:BAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. B. 6116" LAMI CONSISTING OF (1) LITE OF 1/8 ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.= DUPONT BUTACITE OR SAFLEWKEEPSAFE ftUOr/fi MAXIMUM PVB INTERLAYER. SHOMOLMATE : .: C. 6/18° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN'.D90 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. IoroTwowortauva D. 7/18' LAMI CONSISTING OF (2) LITES OF 3/98" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLmuKEEPSAFE MAXIMUM PVB INTERI.AYER. ..... ' E. 71W LAMI CONSISTING OF (1) LITE OF. 3H8" ANNEALED GLASS AND (1) LITE OF 3(18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKHEPSAFE � MAXIMUM PVB. F. 7/1$" LAMI CONSISTING OF (2) LITES OF 3AW HEAT STRENGTHENED (GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE' MAXIMUM PVB INTERLAYER., ' ) G. 131181 LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 61161 LAM[ CONSISTING OF (2) LITES OF 1/81ANNEALED GLASS WITH A NOA DRAWING .090 DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM PVB INTERLAYER, :MAP ® H.13(1S" LAMI IG* (1) UTE OF 118° TEMPERED GLASS,: AN AIRSPACE AND 61W LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND:(1) LITE SHEET WNW W HEAT STRENGTHENED-GLASS WITH A = DUPONT 130TACITE, OR SARMUKEEPSAPE MAXIMUM PVB INTERLAYER GENERAL 1.13/18°'LAMI IG: (1) LITE OF 118° TEMPERED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS ETAI� . "" 2 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE:MAXIMUM PVB INTERLAYER. DESIGN PRESSURE.... 3. J. 13118° LAMI IG: '(1).LITE OF 118° TEMPERED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH A „„, . ELEVATIONS „. . „........ 4 .080 DUPONT BUTAC[TE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYEFL VERT. SECTIONS. b K, 13118° LAMI'IG: (1) LITE OF 118° E GLASS,:AN AIR SPACE AND 716° LAM) CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS AND (1) LITE: : T�GLASS „.. SECTIONS ..... 6 OF 3/18” HEAT STRENGTHENED WITH AN .090 DUPONT BVTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARS PARTS UST ......:.:....:......... S PE GLASS, AN AIR SPACE AND 7118” LAMI CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS L 93/16° LAMI IG: (1) LITE OF 118° IM EXTRUSIONS ..... «: 7 WITH AN .090 DUPONT BUTACITE CI# &AFIE)UKEEPSAM MAXIMUM; PVB INTERLAYER. CORNER DETAIL »: ; 7 M. 13116” LAMI IG: (1) LITE OF 118° ANNEALED GLASS, AN AIR SPACE AND 6(18° LAM .CONSISTING OF (Z) LITES OF 118" ANNEALED GLASS WITH. AN .090 DUPONT BUTACITE OR ANCHORAGE......„ „,,;; 811 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER X.CONFIGURATIONB: OX° (1/1, VIEW AND RADIUS TOP; ALL W/ LOW OR HIGH SILL OPTION) �3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) AWN A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130402. amy B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS: TABLES ASTM E 1300.02. 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. o 6. SHUTTERS ARE NOT REQUIRED. :f . 6, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. P E# 68706FJC ®7. REFERENCES: TEST REPORTS FTL4846,.FTL4WA FTL4047, FTL4M, FTL460, PTL46M, FTL486t,'FTL- 474 FTL -4967, FTL -49M AND FTL -8083. ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION :. ADM -2000 ALUMINUM DESIGN MANUAL PRODUCT RBVtseli �whL�haFlmWe 8. SERIES(MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9u0 S. THIS PRODUCT HAS BEEN DESIGNED. & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)• : _ D ., tIl11U -GENSE k �i o{ILLI_ ftUOr/fi D SHOMOLMATE : .: IoroTwowortauva G ERr4L NOTES � ) (aOowl C ~GWWL9WTWET07WWFMW M . NoePswo . , AL UM . SINGLE H UNO WN OW, IMPACT �;% FJC /f 8 O f 8W yl*& a stdwo. m NTS o- s 79: :D w44427 � D P.E. :.. Ft a a AWN JJ, amy o :f . P E# 68706FJC 1/2" NOM. GLASS BITE or 821 1 /'f I 1 II 1 11 {83,x4 or 118" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER i/8 °ANNEALED OR HEAT STRENGTHENED GLASS 6118" NOM. 5/16" LAMINATED GLASS 112" NOM. GLASS BITE m ,88 or 82 III I 88,JD Or 118' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 6110* LAMINATED AIR 8PAOE 1181 ANNEALED OR TEMPERED GLASS 13118" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI P.a BqX 8� HaroOMis,FL1Saz�a a 112° NOM. GLASS SITE O ® NOTE: LAM[ ►G OUTBOARD LITES MAY BE UPGRADED TO 3118° WITH NO CHANGE IN DESIGN PRESSURE GJ EXTERIOR INTERIOR [� (ALL SECTIONS) 3116° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3N9° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS - 112° NOM. GLASS SITE C+1 3118° ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 711W LAMINATED AIR SPACE W. TEMPERED GLASS 13118" NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI * GLAZING DETAILS -- ALUM. SINGLE HUNG WINDOW IMPACT V�,lbly Beater Full 1 2 d 11� 4040.20 �� ' �Yt1N Mf( •�� \x .......... /FR IS R elGSN3F *: 00. 0 a� FLO9 9�p SSIONA4 A Ll lM1LLE"' P E FL P.E.# 68706 G, 13/16° LAMI IG -118° T,:AIR SPACE, 611$° LAMI - (1/8°A,:090,1/8°A) FTL4W, 4723 TABL 1. 1. 13/16° LAMI 1G -118° T, A(R SPACE, 8/18° :LAMI. 118°HB .010,1!8 °HB FTI.4848 III FLANGE OR INTEGRAL FIN WINDOWS W/H H'SILL OPTION J. 13118° LAMI h3.116" T AIR SPAM 7110° LAMI- (3116 °A,.080, 3118°A ) M4649,400 BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS FTL4847, 4848 L 1311W LAMI 10 -119° T, AIR SPACE, 7116° LAMI - 16"11$ „090, 3/16°HS) M -4641, 4680 M 71161 LAMI - 18 °A,.080, 3118°A) WINDOW HEl4UY1. ... *0:. . 4.7110° LAMI -: Mllr M, 3118"HS) WIDTH GLASS TYPE .. 83" . ttaam$y VA& 88" or . 70" T2" _ _ 70 78" MEETING KAO. Me" A, , +00.0 -$0.0 +efl.0 X90.0 +80.0140.0 +90.0 1 -M.0 +Soo •80.0 +KD 140.0 +90.0 40.0 80" A,B,M.. +80.0 40.0 +80.0 -80.0 +80.0 -00:0 +80.0 -80.0 +80.0 -80.0 +80.0 .4.0 +79.0 79.0 I A, , +BOA •80.0 +80.0 -80.0 . t80.0 -90 0 +w.0 :80.0. +78,$ .-78.8 +77.3 X $ H 831!8" : .: AB,M +80.0 -80.0 +80.0 -80.0 +7 Lll .71.8 +78.2 78.2 +78.9: : -78.8 +79.4 76.4. +74.0 A-Zo UP TO 83;1!$° CDE,F,G,H,I,JK,L +80.0 - 80.0 +80.0 -80.0 +800 -80.0 +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +80.0 TABLE 2. STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® BASED -ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS wwww Hmew xr, : w1oTH : GLASS TYPE 39 319" 44" 50 wr 83" 72": 74" 78" M8" A, ,M +80.0 •90.0 +90.0 80.0 +80.0 -80.0 +80.0 : 40.0 +70.0 -70.0 +70.0 4704 1 +70.0 - 70.0. MEETING RAIL 80" A,9,M. +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 :+70.0 70.0 +70.0 70.0 iL = S H ID" : A , +80.0 - 80.0 +80.0 -90.0 +80:0: 40.0 +78.9 •78.9 +10.0 -70.0 +888 -88 +87.6 : -$7$ 6318" A ,M +80.0 -80.0 +80.0 -80.0. +8 -90.0 +76.0 -76.0 +0&0 88.0 018.7 $.7 88.6 .6 UP TO 83118" C,D F ,KW,KL ,, +80.0 '60.0 +N0 -8.0 +$0:0 80 +80,0. �0 +00 00 +70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN. WINDOWS W/ HIGH SILL OPTIONA TABLE .3. BASED ON FLANGED WI DOW 1 . TO T(P FRAME IMBNSIONB �T' WINDO HHIGHT MINUS SAS HEI (MAX. . NDOW HT. W18ASN:P 78" FLANGED AND 78" NTtsBRAL salty) Q.: .. MINUS WIDTH GLASSTYPE 17110" 2311118" 283118" 3331M" 398/18" 4413M8 ". 60318" 8818118" SASH 83 U8" O,E,F, T(L +00.0140.0 +80.0 - .0 1 + $D.0 1 40.0 1 +80.0 1 41.0 1 +70.0 1 70.0 +70.0 1 70.0 1.470.0 1 70.0 1 +70.0 1 -70.0 HT: MEETING RAIL GLA68 TYPIS: TLBT R111PORTS TABLE 4. A. 6110° LAMI •:(118°A,.090,lW FTL -4947, 4%S. 4723, 4967 B 8118° IAMI 118°A 090178"11$ FTL- 4847 4849 G, 13/16° LAMI IG -118° T,:AIR SPACE, 611$° LAMI - (1/8°A,:090,1/8°A) FTL4W, 4723 H. 13116" LAMI IQ -:118° T, :AIR $PAC 0616° "1 -118°A ;080;118°116 FTL 4848 1. 13/16° LAMI 1G -118° T, A(R SPACE, 8/18° :LAMI. 118°HB .010,1!8 °HB FTI.4848 J. 13118° LAMI h3.116" T AIR SPAM 7110° LAMI- (3116 °A,.080, 3118°A ) M4649,400 C. 8118° LAMI - 1/$°HS,.090;1!$"He) FTL4847, 4848 L 1311W LAMI 10 -119° T, AIR SPACE, 7116° LAMI - 16"11$ „090, 3/16°HS) M -4641, 4680 M 71161 LAMI - 18 °A,.080, 3118°A) FTL- 4846, 4888. 4.7110° LAMI -: Mllr M, 3118"HS) M -4846 . ttaam$y VA& F. 7118° Lmi - (3/18°H8,.m 3118"H8 FTL -4946 _ _ dte a?mD!r��umFlorida, G, 13/16° LAMI IG -118° T,:AIR SPACE, 611$° LAMI - (1/8°A,:090,1/8°A) FTL4W, 4723 H. 13116" LAMI IQ -:118° T, :AIR $PAC 0616° "1 -118°A ;080;118°116 FTL 4848 1. 13/16° LAMI 1G -118° T, A(R SPACE, 8/18° :LAMI. 118°HB .010,1!8 °HB FTI.4848 J. 13118° LAMI h3.116" T AIR SPAM 7110° LAMI- (3116 °A,.080, 3118°A ) M4649,400 it 1311W LAMI l -118° T .AIR. SPACE, 7110° LAMI - (311$ °A,.M. 3116°118) M-4649,4000.490 .. .... L 1311W LAMI 10 -119° T, AIR SPACE, 7116° LAMI - 16"11$ „090, 3/16°HS) M -4641, 4680 M No !,"rS octCoatnq 22! 6�! 1111111 10,13MV LAMI 10= 118°A,: AIR SPACE, Mir .LAMI- 119°Aa9)0.4WA . FTL-6OrSi C(F�'ii Ml NOTES: 1..WINDOWS WITH THE LOW BILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +00 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN .. ..... PRESSURES ARE UNEFFECTED. .. ..... 2 k ? N0.6$7 2. FOR INTE09AL.FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES, BY DEDUCTING 1" FROM THE FLANGED TIP- TO-TIP FRAME DIMENSIONS. ® * 05 _ 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOW8 ARE 12 &W MINIMUM TO 38° MAXIMUM. iDI0 "45 O J G 1007111 D NDDHANGffiBm :� IpP. (� �mo7eaxNOwtavunlve DESIGN PRESSURES O Jit oeloufl C cIf ANOIgDMPdIASSTVPet07ffAfW=)9mfm B FLSaa�s °i ''''C�Sg ONA �?`• . K .ALUM. SINGLE HUNG NAOW IMPACT �,, PJG 1r7r3/M 8 T U PpAm1W8, A LYIf((Ihwuk@ , P..E. . .. NOKOU119;.F.k84�T� ii/slb(y$BlM' FJG ummma J 8iD00 NTS ' 8 a 11 9040 -20 Dt .... FL P.E.# 68706 63118° MAX. FLANGED WIDTH® 621/8" MAX. I.F. WIDTH It 48 618" MAX. FDCED D C DLO (ALL) --j 76" MAX. 75' 1 \ 7fi MAX SEE OLD, I F. A — — A I.F C - j I.F. TABLE O / p- j HE HT SEE DLO HEI HT SEE DLO // HEI HT ® TABLE O j ® TABLE O 7W 78" MAX. Ar MAX. �� FLANGED FLANGED FLANGED SEE DLO 387M8" HEI HT HEI HEI HT TABLE X j SAS SEE DLO X SEE DLO X 8 (MAX) HEI HT TABLE / NO 4 TABLE / NO 4 481/4° MAX. VENT DLO (ALL) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 . 76" MAX 78` MAX SEE DLO HEI HT E +J HEIFHT SEE DLO TABLE O ® TABLE O j I 78° MAX 7$" MAX. FLANGED FLANGED HEI HT HEI PttoDVCrctevLS�o 8EEDLOTABLE %� j I g H SEE DLO TABLE x j SASH BandI tY�@wbhthaNlmido HEIGHT HEIGHT AGM who 11+ i13� e rcomrol DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) cull NOTES: ``��oNN �YNN.Mi��9.,. pErisF 1: SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. `� '� • J '., 2. SEE SHEET? FOR CORNER DETAIL VIEWS. ' 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. ® * : N� 88706 t 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. 0Fll C JJ 10!07H1 D NOCH/WOE3TH198F!!T cemtuax i�'AO• Rffmdw +070TEMOLOGYMA ELEVATIONS JJt 04/Wl11 C NOCHANtig87i0798tlEET ND=MM,PL3W6 •'4`SSt L ��• ALUM. SINGLE HUNG WINDOW IMPACT FJG N!!3/� 8 ADDINTEC3RA6F81t . VER810 CNCLIVOTEBADDN07E4. PO.gfpcl8% aa�nmroat „ Cora rten A LY(J(/IMI&W,P.E. �, DA„ NOKOMD, PL842T4 Vtstb& Berner 8tl7ao NiT 4 a 11 404Q -20 a FL P.E. #88708 FJG e/1/� J J ?/83/07 VERTICAL DAYLIGHT OPENING I ED E Lb HIGH bEl'All SILL SILL NA 341/2" 34 3118 x1618° 471!4" 41 1!4° 40 7i8° 62 8!B° 6211/18° 82 114° 62 6/18° SASH LOW HIGH DETAIL SILL 81L1 A 34 912" 34 3118" B 27 7/18° 27118° C 27711$° 271/8" D 183!8° 1$3/4° E 1$ are° 15 3la° TABLE 6. I, 2784 ° - -�{ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 28 2% OPTIONAL BOTTOM LOCKS, (1) 8° FROM EACH SIDE OF BASH. NOTE: BALANCE. PARTS USED 1 INSIDE INSIDE VENT DAYLIGHT OPENING ®BASED ON SASH WEIGHT 31 — 7—zz 9,.10,11',15,16 MAX FIXED 2.710° LITE 7, 8 OR 17 DAYLIGHT 25 OPENING 0€ . 2tD MAX. FIXED LITE DAYLI GHT OPENING �. MAX. WIDTH SECTION A -A 8 s — — INTE(TR L FIN V FF) fFORE SECTIONS ® — — INSIDE 23 47 50 MAXI HEIGHT 21 HIGH I ODE I SI L .2 LOW " MAX. VENT DAYLIGHT 48 HIGHSILL 48 Off. walLl:, .. HEAD JAMB OUTSIDE OPE ING - - - - 88 2.710° , 28 ®LF E q 53 .. OUTSIDE DUCK Rwrth ft Re t as >�a' ms�� A,aoapiaaoaxo 6 � , 53 2.948" aFrod of auto• 52 2330 (HI ILL) 83 iLOwsiuj . SEE NOTE ABOVE 54 30 ULTRALIFT. 69 M 87 a�oN��c�ria UL FT 3 12 .ONLY yeTOS 12 TRAU SECTION C-C = k ; svo• SECTION &B = ej� (LOW BILL BHQWN) ALTERNATE HIGH SILL (HEAD DETAIL- FLANGED VERSION) 0, W ONLY .. amwor" -op JJ 1fUD7%91 D NOCHANM7iEfNEE7 ... .... :.:.':90fOT�}INmoOYCRm :. SE - �i Ff,QR10P•'•C?\:• cnoNS: rJi e�b7lni a aoariavo> s mtst +at HaKOa�e ALUM. SINGLE= HUNG WINDOW IMPACT ... .''.�S IONN� NO% �1S Ax 11H9/OB 8 I♦ I1Dfdi8ECTlONBBCONSOUDATEBAt .CO1�ONBV78 P.O.�OC1StB. asueeaa ware aaaew X1 LYiVNM(814 APE Vm vp DsID aem. NOI(OE88,iLSW4 [!u/b� &mw FA 9/1/a id; 7!�l07 8lt7� HW ¢ e �� : 4U9U -20 0 FL P.E.S 88708 : 10 1 1080 16ALANCOaMWORaff 86ALCVR918 17 1 08 X.750 PH. PN. GMS 7034M 12 BALANCEWMMORACKET 7�1 KT 13 1088!1088 SASH TOP GUIDE 42804 18 i X FLAT HEAD S. STL 74XI FPAX 18 1080.1 BALANCE 11118° BBALCVR670 17 4053 SASH STOP COVER 84083 18 4028 -1 SASH BRACW 7ULB KT 19 08.32 X 1 ff' LG. PH. FH. TYPE F S. M 783 12FPFX 21 40840 G RAIL 640840 23 40080 SASH TOP RAIL 84008 28 1236 °7 . 0 X 0 BACK, PIN BEAT. 875180 28 1 we SYP 0 710 8 —Irlr 08X.$28 Pw FL. S 7 28 4007 SASH BMW L OW ILL) 81 30 30 1220 MF. OULMOMM OTP240 91 400 SASH SIDE RAIL 012221 34 1 W_ SASH FACE OU IDE 4 801 38 18 2 OCK3132 "X28)OfX1° 71 K 38 iM IGB BL K1 °X3WX1M8° 71052K 1224 VINYL GLA L IC 4 ,K 38 122 LB(THI 48K 4 403 GLM , 8H8 LAM. GLA88. 64 N9 4 40446 GLA73NG BRAD. OMS LAN 06MCL W 844703 44 4-229 BM,TIIWLAN 222 46 9880 O N BUM' 118° Im W/GRILL KIT 8888 4 4087 GLAZING 1w, 13116. CAR LG. 84087 47 4071A FRAM& . 84071 48 4072A L . BU.L 4 49 4073A FRAME. I.F. HIGH SUl 64-07i 80 40748 FRAME. LF. AM 84074 82 4008 SU LA t (LOW SILL) 784009 83 1088 SPRING, SU L LATCH 7 G 740 8 LA ILL) 62740 014 SCREEN (OR. &VER. 61014 E*li,, 030 SCREEN KE VMNGS 71830 831 R CORNERKEYW=RINGS 71831 073 SCR ONO 824 SCREEN SPLINE ..138 DIA FOAM 81 24K L, rL, Lv 6. PNO OhpEi,FL%4 N 2,7 I-li 47 FRAME, I.F. HEAD ® 04071A, 808348 FRAME, I.F. LOW SILL ® 04072A,8083 -T8 50 FRAME, I.F. JAMS �� FRAME, I.F. HHIN SILL ® #40745, 6083-TS 04079A, 803-TO AS RADIUS TOP HEAD) a mm I NMI 8 or 11 1 404020 606 t°se A LYI(1NN MtlJllFJ� P.E: FL PAX 68705 I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 OC 47 2 A, LF. I I FRAME A, —2784 A82 �. 1.316:1 2.830 .2330 i 082 6 or. 60 �J FLANGE FRAME HEAD �J i14002A, 80e l T6 4. . . . L. i �.7ae O FLANGE FRAME SILL (LOW) WELD ON #4003C,8063 -T6 I 8 or 5ii S= scREav SEALANT OR GASKET e�ss (a) 1 I AT HEAD AND SILL 2.710 1 F-1.513-1 738 .082 .490 .040 VIEV� D -D VIEW Ea-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _ _ " FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB 7 #4026re003 -T6 17 44063, 6o63-T6 ON 6 #4004, 606348 (USED AS RADIUS TOP HEAD) - 1:186 r+ Am ..1.342 2.328 --�� 7.086- �i•+- - +-{�TT -- za7e —►I .0— 1 lag OLA2ING BFAD, 5/18 41 T _1 #40398,6003-T6 .062 188 082 1.979 O SASH SIDE RAIL 082 31 114006, e003•TO FIXEp:MEETING RAIL SASHTOP RAIL SASH BOTTOM RAIL(LOM 21 . 23 28 676 #4064A,6M: HD-T8. #4008C,'6063HS.Te. #4007,6069-T6 . 080 060— .. M 8" 1088 - ice► --�►� GLAZING BEAD, b ze�v 42 y wua ptoma 2.328 ---►I 1.�9 -i —�'j aw (USED {N GRILL KI•n A000PtancoAIo I 062 1 n * t GLAZING BEAD 7/16° . 2.W t✓ : #4222, 808378 3.448: .060 062 t 2:838 .060 .060 .87$ . 1087 � �tl 1 .. .. .. LYP1N i I GLAZING BEA1?,:13/18" IG 2.784 --�{ 1.116 —r" �ti� :: O: FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH] 46 GLAZING BEAD, 7H8" tyo.66 #aos7 - SOOTS �r. 88 #4081A, 6063•T06BC, 606378 itR.-- a O 9i4080iM 6083-TO: (USED W/ GRILL KIT) 1 .. .... '•.. {;, WWII D N00HNOE7i188lw 8 M 0� A tiLQR�Q: 1 7 O NOCHANQE87FU88NEbT NSC218 F W IMPACT ...... ��,SSIONA` ��`... . F B. - P.O. BQX 18E9 ALUM. 31AtQI:E NUAIO. WINDOW TH CO Y70 NOKONIB FL8�74 Uerrar : sm Haft .7 19 4090.20 D :: FL P.E. #88708 . Pic ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE & WINDOW HEIGHT SUBSTRATE: 28.603 1 34.603 40.603 46.603 52.803 58.803 84.803 78.000 ANCHOR TYPE: v U U U U U v v v v c U v U v v WINDOW GLASS C8��N8 440 85 t1�8ci�Ns�$�.f�NV`"��i�N�' ��t�NU�8cJ'�`"8 c� 0 WIDTH TYPE y JAMB BELOW Mra RAIL C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 _1 1 1 1 1 H,IJ,K,L 1 21 1 1 1 1 2 1 1 1 2 2 2 1 22 2 2 2 2 22 22 2 2 222 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 8 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M _1 121111121112221222222222222222222222222222232233 _1 C,D,E,F,G, 1 1_ 1 - 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 H,IJ,K,L 1 21 1 1 2 1 2 1 21 2 22 1 22 2 22 _1 2.22 _1_ 2 2 2 2 2 22 2 32 2 2 2 2 32 2 2 3 :3E3 2 2 33 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,BJ4 1211121212121222222222222222232222232223332233 _1_ _1 _1 _9 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H, IJ, KL1212222312221223232223232223332233343223343344 r22 1 1 1 1 1 1 A,B,M 2 2 2 2 3 1 2 2 2 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 312 313 3 4 3 3 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J,K,L 2 L2 1 2 2 2 2 3 1 22 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 a23: 34 2 3 3 3 3 4 3 3 ]3-± 3 6 3 3 4 4 37.000 1 1 1 1 A,B,M 221222231223232223232223232323342333343334363344 PS 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221222232223232223232323242333342334353334463344 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a s 2 2 2 2 A,B,M _ 221222232223232223232323242333342334363334463344 PSF 79 C,D,RF,G, 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 222 2:2 3 2 22 32 3 2-2'23 4 3 33 341213 3 3 314 2 3 343 5 3 3 344 3 34 4 6 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 A,B,M 222222232223232233242333342333342334363334453446 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 KLJ,K,L 2222222334233334233434233d3533343b33d5483455 2 2 2 2 ±22222222222 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 2222222334233334233434233d363334353345411 PSF 73 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2_1_ 2 3 2 2 3 2 3 3 2 3 53.125 HI,J,K,L 222 2 2 2 2 3 22 23 34 2 3 3 4 3141213131413141313131413151313 4 44 8 314 4 8 34 b 8 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Iva 3 2 3 ABA 2222222322233423343423343433343533444533d5483445 RIM �cm PIOKOM FL 36274 ILUM. SINGLE HUNG WI 8!000 NTS '18 s 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2.114° ELCO SS4 CRETE -FLEX ® 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD - IS IW MAX. FROM TOP CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 16" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTM RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF �r 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRE88URE FOR TH RESPECTIVE SIZE AND OLA88 TYPE IS AVAILABLE. TABLE KEY: I I I u I I ``.o�y tier' MAX PSF MTG. RAIL (DP LIMITED) 118 JAMB BELOW Mra RAIL HEAD 2 �� ,lm�de JAMB ABOVE 2 3 r No MTG. RAI- JAMB BELOW ,sow aP6odu"comm MTG. RAIL (FULL DP) I I I u I I ``.o�y tier' HEAD 2 JAMB ABOVE 2 3 MTG. RAIL ;' yg1o6 JAMB BELOW Mra RAIL = No 41 i A `c ��0'• O 'Q ANDOWS W IMPACT LY( 9111'iWP.E. ,sow 4040220 D FLP.E.#66706 ANCHOR QUANTITIES FOR STANDARD VIEW AND'RADIUS TOP FLANGED WINDOWS TABLE & WIDOW HElGKT SUBSTRATE, 29.866 37.188 44.888 62.168 59.656 87.188 74.888 :.: 78,000 ANCHOR TYPE. o M * § v 'Z "8 v r, pZoM$qQNZ U O: O5 U 8 L) -ZZ c� L22 U NZ_ZMQNZ : U v cOi o `s� U 8 U -ZM 8 o clr p NpZ�ZOM 8 U U O t3�g C� NOZ�pZ 8 q 8 O ��g U NoZ�oZMONZ. U U c1 a `�� U 8 U zo . 8 WDTH TYPE H, I, J, K, L114114a221222122222222222222222222322232322232 �._ 1... 1._ ._1 _... ... _ _.1 _.._ 19.126.. A,S,M 1 1: 1:1 1 1 2 2 2 1 2 2 2:2.2 1 2 2 2 2 1 2 2 1 2 2 9 -i[-2,-2 1 2 1 1 1...,9� 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 78 .. _ . _T22-2T2 C;D,E,F,G, 1 1 1 1 1 1 1 1 1 :1 1 7 1 1 1 1 1 1 1 1 1 1 1 24.000: H6J,KL 1 7 1 1 1 1 2.2 9 4 2 2 2 2 2 2 2 2:2 2 2121212, 2 2 2 2 3 2 3 2 2 2 3 2 _1 3 2 2 2 32 3 2 2 2 3 2 AX IM 111111221122222222222222222232322232322232322232 PSF 88 77 I' 1 1 :1. .1 1 1 1 1.. 2 1 1 2 1 9: 1. 1 1 1 1" 1 1 1 1 32.000 H,I,J,K,L 11 1 1 7 1 222 2222322223322333 33233332233433243433243 11: 9111222: 1 1 2222: 1. 1 32222332233 1 1 2 .33323333223.3433243433243 1 1 1 _1... 1. _1 1 1' 1. 4... 1 PSF 69 67 78 C,D,E,F,Q, 1 1 1 2 1 1 2 1 2 2. 1 2 2 1 2: 2 1 2 2 1 2 2 1 2 37,000: H,I,J,K,L 111 111 22. 2222232'. M. 223:3: :3223333334333323343324:3443243 A,B,M 1 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111111222: 2222:32223332233333343333233 743 3443243 PSF 64 78 62 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 1 1 1 9 :1 1 2 2.2 2 2 2 2 3 2 2 3 3.9: 3 2 2 3 3 4 3 :3 3 4 3 3, 3 3 3 4 3 4 4 3 3 4, :3 4 4 3 3 6 3 A g M .2. 2 2 2 2 2 .2 . 2 2 2 2 2 .. 2 2 2 2 2 2 2 2 2 2 2 .2 111111222222232233332233433343333343443343443363 PSF 49 '78..66..79 78 C,D,E,F,G, 2 2. 2 2: :2 2 2 2 2 2.: 2 2 2 . 2 2: 2 2 2 2. 2 2:::2 2 2 44,0Q0:: H,I,J,K L 1 1 III :1 1 2 2 2 2 2 2 3 3 2 2 :3]L3 3.4 2 3 3 3 4 4 3 3 4 3 4 '4 3 3 4 3 4 4 3 3 4::3 4 4 3 3 8 4 A,S M....2. 2 2 2 2 2: 2 2 2 2 2 2,: 2: 2 2 2 ..2... 2. .2 2 2 2 2... 2 1T1: 1112222.. 2239: 2233342 .333:44334344334:344334344336:4 PSF 46 74 . 89. .74 78 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2:.:3 2 2 48.000::: Hd J, K l 111 111 1 1 2 2 2 2 2 2 3 3 2: 2 3 3 3 4.3 3 3 3 4 4 :3 3 4 4: 4 4 3 3 4 4 4 4 4 3 Cr : 4: ±[± 4 3 8 4 A,S,M 2. 2 2 2 2 2 :2 : 2 2 2 2 2:.3: 2 2 2 2 2 3 2 2 3 2 2 1d111122222233223334333344334444334444436444438 :4 PSF 49 97 48 87 78 '78 . $3.125 C,D,E,F,G : H,I,J,K L 2 2: 2 2:. 2 2 3 2 2 .:3 2 3 3 : 2 3:.:.3 2 3 3: 2 3:. 3 2 3 1 1 1-11-11 '1 112 212 2 2 2 3 3 S3 3 3 4 4 3 3 4 4 4 4 3 3 4 4'4' 4 3 3 4 4 8 8 4 3 6:4 '8 8 4 3 8 4 A,B,M 212 2 2 2 2 ;'3 :: 2 2 3 .2 3 3_ 2 3 3 2 2 :3 2 3 3 2: 3 111111222:2:22333333443: 3444 :.4334444334.4::6443646:4436::4 ANCHORMAN SUBSTRATE: ANCHOR TYPE: WDTH [TIES ABOVE MEETING RAIL EA0 rl< JAM88 CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. W DOW HEIG 19.125 MINUS SASH HEIGHT FROM TABLES. 1 7.126 1 22868 1 1 28.21 2 2 331 64 2 39.298 1 44.839 2 50.382 2 65.926 2 2 2 'U 0N a0 $ - U 8 2 p p 2 NZ � O < Oo V % v i o 2 Zv � o L1 P v z U r0 f NWNDOW 0 V 0 19.126 D,E,FA KL - 1 32.000 2 2- -2 2 2 2 2 '2 2 2 °.2. . 2 ._2_ . 3....2_ 3 . 3 .._3_ 2 .� ... 3. _. 3 . _3_ .3. 24 000 D,E.FA KL 1 1 1 1 1, 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 tl,E,FA KL . 1 1 1 -1 1 -9 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 -1.1-1- 3 2 1 3 1 4 1 '3 1 4 1 4 1 3' 1__ Q 1 5 1 3 1 5 PSF 44.000 -2--F-2-T-2 79 2 2 3 2 1 3 3 3 3 ' 37.000 D,E,F,J, KL 1 1 1 q' 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3' 2 4 2 3 1 3 2 3. 2 4 1 3' 2 ~4- 2 4 1 4 2 6 2 -6 1 4 2_ 6 5 3 4 PSF 1 83.125 79 79 79 89 79 40.000 D,E,F,J 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 1 4 2 2 2 3 3 3 4 3- b 4 3 4 4 3 6 4 4 G 6 A 8 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 1 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 �4 2 KL 1 1 1 2 2 2 3 3 3 4 4 4 b 3 6 4 3 6 6 4 6 6' 6 PSF 78 79 70 M 79 71 79 73 76 48.000 D,E,FJ, 2 2 2 2 2 1 2 2 2 2 3 2 2 2 F-2-F-2 3 2 2 3 2 2 3 2 2 KL 1 1 1 2 2 2 3 3 4 -4 4 6 4 5 5 4 6 b 4 6 8 6 8 PSF 71 79 83 71 79 84 88 77 88 69 53.126 D,E,F,J, 2 2 2 a 2 a r74 2 2 9 2 3 3 2 3 3 _2 _ 3 3 2 3 3 2 3KL 1 1 1 2 2 2 3 3 b 4 d 6 4 b 8 6 8 5 6 1 7 1 8 1 5 1 7 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114° ELOO SS4 CRETE -FLEX 3 - 012 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2° MAX. FROM CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 111/2' MAX. ABOVE THE MEETING RAIL 8° MAX. BELOW MTG. RAIL 16" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. p AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW eU WINDOWS ARE 12 SO* MIN. TO 38" MAX. ATABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE LIMITATIONS: 6. SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES,, BASH HEIGHT SUBSTRATE. 12.776 16.778 18.776 21.776 1 24.778 1 27.776 30.778 31.108 ANCHOR TYPE. 8n $ 0 -1 WIDOW � - 3Q 8P VQ $ S WIDTH 19.125 1 1 1 2 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 1 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 $ 2 3 3 2 3 4 2 3 4 2 3 78 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 1 2 2 2 2 2 3 2 1 3 3 1 2 3 3 3 3 4 3 1 3 4 3 4 4 3 1 4 88 78 44.000 -2--F-2-T-2 2 2 2 3 2 1 3 3 3 3 4 3 3 4 3 4 6 3 4 5 3 4 83 72 79 46.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 6 3 4 1 83.125 89 72 2 2 2 2 2 2 3 3 1 3 1 4 1 3 4 4 3 4 5 3 4 5 3 5 5 3 5 84 MM�FL MAX PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MITG. RAIL (FULL D " HEAD 2 8 JAMB ABOVE 4 MTG. RAIL A TABLE 8. KEY: MAX PSF (DP LIMITED) 112 JAMB BELOWI 2 1 t t l l MTG. RAIL 4YNN .. (FULL DP) k ; No. 68705 JAMB BELOWB2 I� MTG. RAIL a i Ann STA OF �5� F �SSIONA� A. I.YNIWMILLLMP.E. FL P.E.# 68706 ANCHORAGE SPACING, CUSTOM VIEW MR ALUM. SINGLE HUNG WINDOW IMPAC slfioo NT8 10 d 11 �"m 4040.20 a 1 EXTE Ii INTERIOR �% ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR 3.36 KSI MIN. CONCRETE (SEE NOTE 1 & 3) 2x WOOD SUCK WOOD ANCHOR' 1 &SEE NOTE 4) (SEE NOTE 2 & 3)A {•p�:� : n �'" '.� 13/6°MIN.,lWTAPCON® •. �. ! % ;) 9•:3/4° MIN., 1/4° CRETE- FLEX OPTIONAL:1x 1 W: WOOD BUCK .. MIN; (SEE NOTE 4) —1 114° AX. 1 /4. M SHIM, MAX DETAIL A DETAIL B SHIM TYPICAL FLANGED HEAD ANCHORAGE. . 11/4' 1 1/4°MAX SIHIM� 4+-� _MIN 1 /4 X. °MASHIM� MIN. GONCRETEANCHOR, W FH BELOW MEETING FH RAIL. (SEE NOTE 1' & 3) 3.36 KSI MIN, CONCRETE 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD SU SUBSTRATE (SEE NOTE 4) (8EE NOTE 4) �; DE,1'AIL D NOTEg; 1: FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED 1/4° ELCOTAPCONSOR 1/4• SS4 CRETE-FLEX. MINIMUM DISTANCE FROM . ANCHOR TO CONCRETE EDGE IS 1314°. 2. FOR WOOD APPLICATIONS IN MIAMI -DARE COUNTY, USE #12 STEEL SCREWS (w OR 114° 884 CRETE• 1`LEX, 3. FLAT HEAD ANCHORS, WHERE' REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS. ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN: BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x.ARE 1 I/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TORE ENGINEERED:BY OTHERS OR AS APPROVED:BY. AUTHORITY HAVING JURISDICTION. S. FOR ATTACHMENT TO ALUMINUM; THE MATERIAL' SHALL BE A MINIMUM STRENGTH OF 0063 -T6 AND A MINIMUM OF 116" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULLBUIPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN .IN .THESE DETAILS FOR U WOOD.BUCKS.. THE ANCHOR SHALLSE.A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES:AND.ANCHORAGE SPACING FOR TAPCONS MAY BE USED .:A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS,. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE :MULL THROUGH THE FRAME: USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8 ANCHOR ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBO CURRENT, EDITION, SECTION 2003.6;4 (SUPPLEMENT 2006). OOD ANCHOR, BELOW MEETING® RAIL (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR XR ANCHORAGE DETAILS o' WWI 4, ALUM. SINOLEHUNO.WINDOW IMPACT .... ONA� .. ... O .. NOXO"FL34V4 V1sfb/yBatrw s,cmmmo sous r� Rao A.LTIn'INIMILL�Ft P.E. FJC 8/9/06 J L :8 87 8taon NTS ii d !! 4040.20 D :. FL P.E #66706 q - I-s- 0-io vAet i r MIAM F MIAMI DADR COUI' T Y;: FLORIDA:: =min PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11:805: SW 26 Street, Room 208 AFFAIRS (PERA) ivliami,.Florida 331.75 2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590:::F(796)115-2599 NOTICE OF ACCEPTANCE ff OA www.,miamidadesov /ners/ PGT Industries 1070 Technology Drive Nokbmis,.M X4275 SCOPE: This NOA is being. issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been. reviewed and accepted by Miami Dade County PERA- Product Control Section 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. Section (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. ?ERA reserves the right to revoke this acceptance, if it is determined by: Miami -Dade County Product Control Section that this product or material fails to meet the requirements of 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 H ` ane Zone. DESCRiP1'ION: Seri "PW 701" uminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact",. sheets 1. through .8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 16118/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the-Miami Dade County Product Control Revision stamp 4ith the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IINPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit : shall bear a permanent label with the manufacturer's naive : or logo; city, state,:. model/ series 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 I preceded by I 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 No. 10-0504.05 and consists of this page I,' evidence pages 1r-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D..Gascon, P. E. NOA No.11= 1110.15 iUAM1'Dd►DIE Expiration Irate: Febrnarlr I9, 2014 . ..� 1 Approval I>ute: February 02,2012:: t'L Page 1 PGT Industries NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03'"1105.01) 2. Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC 2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No.10- 0504.05) 2. Glazing complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting„ Environment, and Regulatory Affairs (PERA.) E. MATERIAL, CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflexc -- Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11- 0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dazed 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2; Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. r � Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No.11- 1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED R. STATEMENTS 3. Letter of Adopiiori of as his Own, the Work of another Engineer per Section 61G15-27.,001 of the . F.B.P.E.., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Subrreit ed under previous NOA No. 10-0504.98) 4. Statement letter of conformance and compliance with the Florida. Building. Code, dazed 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10:0304.08) 5. Statement :letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony. Lynn Miller, P. E. (Submitted raider previous:NOA No. 10- 0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL- =3850, issued by Fenestration. Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (S"Aniaed under previous NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries. for their. Series.. PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, 'REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERAIS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REOUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH T REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). B. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WO00 BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 44 -1/4' VISIBLE LIGHT 8' 12 -7/8' MAX. I"- B MAX. O.C. A A I 92 -1/4° \ VISIBLE \\ UGFR I 96' 12 -7/8' FLANGE MAX. TO FLANGE �1 .1. I 8° 48° FLANGE MAX TO FLANGE 8 TYP. FLANGED FRAME ELEVATION ELEVATION (TESTED UNIT) +i WIDTH I+ ---I WIDTH Ir- r 2010 FBC UPDA78 45 -1/4' VISIBLE LIGHT L.,, 5° MAX. 2° MAX. --►I — O.C. � F►o r— 98 1/4° FIN TO 1 FIN MAX. \\ 88° I 93 -1/4' VISIBLE LIGHT NOA DRAWING TABLE OF CONTENTS GENERAL NOTES ........................1 ELEVATIONS, FLANGED ...............I ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS .......................2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED ....2 INSTALLATION, INTEGRAL FIN.....3 CORNER ASS'Y, INTEGRAL FIN..3 INSTALLATION, FLANGED .............4 CORNER ASS-f, FLANGED......... 4 INSTALLATION, MISC .................. 5 ANCHORAGE ............................... 6,7 EXTRUSION PROFILES ................8 PARTS LIST .. ..............................8 2° MAX. J 48" 50 1/4° FIN TO FIN TYE. INTEGRAL FIN FRAME ELEVATION FIN ELATION (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. WIDTH I .— WIDTH —•-IT WIDTH p G px WIDTH p - -�I 1�— WIDTH —� I� h" WIDTH WIDTH --i I+ WIDTH -H IF WIDTH -+I T — T Tf T T i.7 170 TECHNOLOGY ORA N. VENICE. FL 34278 P.O. 8QX 1629 NOKOMIS, FL 34274 PVKm7 I NMI 1 o 8 1 42594 PROD1=1011 vow !ER LYNN No. 68705 AT o�•,a i- o9 a OF E 58705 F d M mi Fband WWdm Maximum Design .: PnessUre 4,,.peo, 7/18Lanb 9/164- .o9owe eri9la 71" LWtm3AGW-7ASAa- SAGA- s9Gwrs °A or "B° DhnM " on (ql) 24 30 '38 42 48 60 W 87.876 38 8070 80.0 '80.0 80.0" 86.0 80.0 80.0 80.0 48 80.0 80.0 80.0: 80.0: 80.0 80.0 80.0 80.0 64 MO 60.0: 60.0 80.0 80.0 71A 7111 04.0 87.876 80.0. :80.0 80.0 80.0 80.0 71A 80.0 621 `+ 72" 800 80.0 80.0 80A 78.3 71.1 64.0 70.8 80.0 80.0 80.0 80.0: 78.0 70.0 04.0 a4 80.0 80.0 00.0 74.3 68:3 63.8 . 88.3 80.0 80.0 00.0 73.8 87.4 , 62.6 b 96.. 80.0 80.0 712 64.7 88.2 109.7: 60.0 80.0 723 88.3.: 120 no 80.0 70.4 128 80.0. 00.0 70.0 148 80.0: 60.0 Ffn and Fage Windows : .Maximum 00919n peam (t/ps} 77/ /118GLLae6Anla3,3/,wAA -7AOA3 fl •SA H'- .01N6•S/s o7 D elre n 4 30 42 48 64 60 OTS-76 36 80:0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 48 00.0 80.0 80.0: 60.0:. . _60.0 60.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 04.0 67.876 80.0 80.0 80.0 60.0 80.0 71.1 64.0 62.1 `+ 72 OD.O 60.0 80.0 80.0 80.0 71.1 64.0 sob 60.0 80.6. 80.0 .MO 71.1 84.0 84 00.0 80:0 80.0 MO 1 60.0 71.1 86.3 80.0: 60.0: :.80.0 80.0 80.0 71.1: b .96.. 00.0 60.0 80.0.. .80.0. 80.0 109.7 :80:0 80.0 60.0 80.0.: 120 ::80.0 60.0 1. 00.0 126 80.0. 146 1 80.0: 80 0 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD OR FF .375" MIN. 2X WOOD BUCK OR FRAMING EDGE DISTANCE .131" (1/8) X 2 -1/2" PAIL, WITHIN 2" OF —� .131" (1/8' CORNERS AND 5' O.C. X 2 -1/2" NAIL, .375" MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 11 1 5" O.C. 13 MAX.18 22 WINDOW HEIGHT 17 21 MAX. VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 6 13 10 1 1/4" MAX. SHIM 1 3/8" MIN. o EMBEDMENT SEE SHEET 8 2X WOOD BUCK OR FRAMING VERTICAL SECTION D -D W CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. CHANGE THIS SHEET P.O. &}X 1528 NOKOMIS, FL 34274 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN REIN) O R CORNER KEYS AT ANGLED CORNER ASSEMBLY iUMINUM PICTURE WINDOW, IMPAC PW-701 NTS 3 a 8 92884 PRODUCTRBVIS6D ams "noyino Bb tim Fiotiae AccsPtfficeNo - 1110.on �*""''— LYNN * ' No. 68705 �t o,Zo,Zq l�l 0� srnieo� �kr A §Ahl P.E.# 58705 1/4" MAX SHIM 1/4" MAX. SHIM —�I SEE ANCHOR GUIDELINES, I+ 2X WOOD BUCK OR FRAMING J 1 13 1NTEBLOR SH ET 8 1 13 1 -3/8" MIN. 11 18 2Z O OO1 EMBEDMENT 17 21 10 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C W CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. CHANGE THIS SHEET P.O. &}X 1528 NOKOMIS, FL 34274 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN REIN) O R CORNER KEYS AT ANGLED CORNER ASSEMBLY iUMINUM PICTURE WINDOW, IMPAC PW-701 NTS 3 a 8 92884 PRODUCTRBVIS6D ams "noyino Bb tim Fiotiae AccsPtfficeNo - 1110.on �*""''— LYNN * ' No. 68705 �t o,Zo,Zq l�l 0� srnieo� �kr A §Ahl P.E.# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR 1X. WOOD .BUCK S /4" MAX. SHIM GUIDELINES, SEE ANCHOR / 2X WOOD BUCK OR FRAMING SHEET 7 t/4" MAX. SHIM GUIDELINES, SH MIN: CONCRETE 13 13 2 KSI PER INTERIOR SEE ANCHOR ANCHOR TYPE jai , GUIDELINES MIN, CONCRETE KS4 ... SEE SHEET 7 t PER ANCHOR TYPE, SEE SHEET.... OR .1.5 KSI ..SHEET 7 OR 1:5 KSI MIN. CMU MIN. CMU , . . SEE ANCHOR .; :.,:: °• , a•,. -, a :... 1X WOOD BUCK . GUIDEUNES, SHEET 7 �� 1/4" MAX. SHIM ' 11 18 R 22 17.. aR 21 0 10 SEE'ANCHOR o� SEE ANCHOR GUIDELINES, GUIDELINES, I~ SHEET 6 41 SHEET 7 MAX. WINDOW HEIGHT _13 HORIZONTAL SECTION A -A 1B ORO MAX. WINDOW HEIGHT 17 R 21 MAX. . VISIBLE INTEBI4B LIGHT OPENING SEE ANCHOR GUIDELINES, SHEET 6 13 I 10 2 1/4" MAX. SHIM SEE ANCHOR GUIDELINES: �. ! ... MITERED FRAME WITH. INTERIOR SHEET'8 .AND EXTERIOR FRAME WELDS.,, 2X WOOD BUCK (S OWN) OR CORNER KEYS AT SCREW. BOSSES iT qm .. ... .. .... OR FRAMING. 7�.. .... 8at1"006 ' VERTICAL SECTION B---Q, Aoo�,o�rx I1f10.S� nn� rnriniFR o55EMBLY ANGLED CORNER ASSEMBLY 1 uaaT. . NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS $AND 7 FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. THAN 1 -1/2 ". 1X WOOD — 1X DEPICTED. IN. THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE, TOTAL THICKNESS .I$ LESS : .. 2, . WOOD BUCKS z BUCKS A E OPTIONAL T THE SUBSTRATE OF W00D 8UCKS TO B SOLID BY OTHERS OR AS APPROVED BY AUTHOR�TYpNAVINO �R = = IF UNIT CAN BE No. 58705 JURISDICTION. 101 1 J.J to to tI oAiO cHMOE THIS SHED 07o TzcwNOioar oRne INSTALLATION FLANGED FRAME SfFtol�o?.•�G`�:� uuw ...... tv vEnncE, 34z7s ALUM M P► TURF DOW, IMPACT J R. 31 10 C NU Nis : u.0 W N wmo P.o. BqX t529. mwLuapol ► t?E�.897� 4 .. m 6 4268 4 D . .. . NOKOMIS, tt. 34274 F44�707 ... F.K 7H4/03 MISC INSTALLATION DETAILS SEE ANCHOR GUIDELINES, FIN FRAME WITH SHEET 6 FIN REMOVED INTERIOR 1/4° 1 MAX. SHIM 1 3/8" MIN, EMBEDMENT o 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE SEE ANCHOR GUIDELINES, FIN FRAME WITH SHEET 7 FIN FRAME WITH FIN REMOVED FIN REMOVED, INTERIOR 1X WOOD BUCK SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, SHEET 7 SHEET 7 INTERIOR 1/4" MAX. 1/4" SHIM {— MAX' SHIM --TT SEE ANCHOR ,. .:.. .....• GUIDELINES, . -. '•. '.r •.'•'•., . SEE ANCHOR !: :. �': : a: SHEET 7 GUIDELINES, : ; " •" 'MIN. CONCRETE KSI SHEET 7 PER ANCHOR, SEE SHEET 7 MIN.rCONCRETE KSI PER ANCHOR TYPE, OR 1,5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME (OTHER FRAMES SIM. (OTHER FRAMES SIM.) 1X WOOD_BUCKSTRIP DIRECTLY TO MASONRY —►{ fir--• 1/4° MAX. SHIM 1EMBED MIN. II EMBEDMENT 1/8" NOM. MIN. EXCLUDING POINT 1/8° NOM. MIN. 12 STEEL :LF-DRWNEG SEL �DWLLING SEL� DRILLING - SMS (G5) SMS (G5) SMS (G5) USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR QUANTITY & QUANTITY & QUANTITY, SPACING AS SPACING AS SPACING & EDGE #12 STEEL 812 STEEL DISTANCE AS 1/4" MAX. SHIM 2X WOOD BACKER INTERIOR 1/4" MAX. SHIM SEE ANCHOR :•• ': GUIDELINES. SHEET ? ;;q, '�,.a :•.... MIN. CONCREfE KSI ER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL fir— 1/4" MAX. SHIM X112 STEEL SELF DRILLING SMS (GO USE SAME ANCHOR QUANTITY & SPACING AS qE SCREW ElilERI9H SCREW EXTEBLQH 812 STEEL EXTERIOR ' BISCREW STEEL EISIERLOR (SHEET 6)� (SHEET 6) SCREW (SHEET 6)� OADE APPROVED MULLION METAL FRAMING FULL— LENGTH, WOOD (SEE SEPERATE NOA) A38 STEEL Fy=38 KSI MIN. ( 8) BACKED STEEL STUD STEEL STUD ALUMINUM: 6083 —T6 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES Fy =33 KSI MIN. .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) IWDOLTRBVlSBD ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE STEEL STUD SUBSTRATE ffi°01 `""I the Aocuptm 11- 1110.1 NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. O CO 1 2. WODD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2-. 1X WOOD 1111Itt 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 `�� OENS¢ ' •FP �� JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. = �I;, N0.66705 4. If APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLI ON NOA APPLIES TO WHOLE SYSTEM. J.J. 10/18/11 NO CHANGE TTiTS SHEET 10�o TECHNOLOGY 1 1ALLATION FINNED FRAME pC�'' Fi 10 ?. J.R. 3 31 f0 C 0 N. VENICE. FL 34276' %�ts �Q,�� 19;wu min P.C. BQX 15" ALUMINUM PICTURE WINDOW IMPACT '�i S� aNAL'y� ter NOK0W% FL 34274 sddt em�m s O,w4sg to. A. P'm %mer, P. F_ AK 7B4= PIrh701 NTS a a 42094 D P e.8 s67os Anchor ry� Anow rlesodption Substrate . Head, 810 and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1.4) W., Embed- . meM 912, Steel screw (( S. Pine Anchor TYPO :1.376° 1 912, Steel sow ( _ _ 80. Stud, Or 33 0:324° :048°118Oa 992, Steel sorew!LG8q_ X n2, Steel screw t36) Alum. 6004 -110 A38 ftei , 0.324° 0.324 °A° or "$ ": Dimens10 (In) S. Pine ' 24 - 30 2 914, Steel screwy W, :0.3811 48 84 60 67.876 0:128" 914, Steel screw A36 $teal ' . Anchor LooaOon• 1 2 3 '4 02 1.376" 3 4 1 2 3 4 1 2: 3 4 1 2 3 4 :1 2 :3 41 1 2 3 4 1 2 3 4 36 Jamb 3 31 4 3 4 3 4: 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4.3 4 1 34 314 3 Head/Sllf 2 2 2. 2 3 3 .3 3 4 3 4 3 .6. .4 5, 4 5 8 6 6 4 .8. 8 6 6 6 6 6 7. 6 1 .8 48 Jamb 4 4 8 4 6:4 :6 4 8 b b 6 6 G. 6 6 6 8 6 6 8 6:8 6 5 8 6 8 8 6 6::6 Head/8M 2 2 2 '2 3,: 3, , 3 3 4 3 4 3 5 4: :b , 4 8 8 6 8[ 9 6; 7 8 8 8 7 16 :7 7 8: 7 00 Jamb 6'.6. 6 6 8 8 6 6 6 410 6 6 6 71.6 6 8: 7 .8 17 16 7 6 7 6 71 7 8 7 6 Head/SN 2 21 2 213 13 3 3 4: B. 4 3 6 4 614 6 8 8 5 61 8 7 8 7 6 7 1.6 8 7 8 7 87.878 Jamb 6 6 7 817,1,6 7 6 7 617 6 7 7. 8 71 7 8 7 7 7'.8 1 8 7 8 7 8' 7 8. 7. Head/S61 2 2 2 2 3:.3 3 3 4 3 4 3 8 4. S. 5 6 6 8 616 7 6 7 8 7 8 8.1.7 8' :7 8 Jamb 6.8 6 716 8 6..7 7 8 7 7 7 8 7 4 :3: 4 3 6 4 5 4 8: 7 8 7 8 8 8 8 4 3 4 3 8 4 6 4 8 8 9 8 8 8:11 .8 4. 3 4 3 8 4 8 4 8 :6 '0 8 8 8 9 8 4 :3 4 3 6 4 8 4 9 9 10 9 9 8 10 9 4 3 4: 3 S 4: 614 10 1072 10 10 10 12 10 4 3 '4 3 8 4 8 4 11 11 13 11 ..... 4 3 4 .3 12 92 93 11 4 3. 4 3 7 6 8 6 8 8 8 5 9 6 .7 8 7 8 716 7 .6 .7 9 7 5: 8.:6 6 8 7 8 7 6 7 6: 8 8 8 8 8 8 8 9 8 8 8 6 8 6 8 .B 7, 8 7 6 7 8 8 10 8' 9 8 .10' 8 8 8 6 8 8 7 6 8: 19 8 9 8 10 8 8 8 b 810 7 6 8 11 8 6 8 8 " Width and Height dimensions maybe reversed to locate anchor quantity on the table.Jfso, the Head/Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. HaWSUl 2 2 2 2 3 3 3. 3 78 8 Jamb 7: 7 8 7 8 7 8 7 Head/SUI 2 2 2 2' 3 8 3 3 Jamb 7 7 9 .7 8• :7' .9 7 Head(SM 2 .2 2 2 3 3' '3 3 86.3 Jamb 7, : 7 9 7 8 7 9 7 Head/8111 2 2, 2 2131 3 3: 3 Jamb a 8 10 8 9 8 10 8 Haad/881 2 2 2 2 3 3 3 3 1097 Jamb - -9 9 12 9 10 Hesd/SM 2 2 2 2 3 120 Jamb 10 10 13 10,111 HeadlSM 2 2 2 2 3: 128 Jamb 19 91 13 11 12 133 Headt$6i 2 2 2 2 3 148 Jamb 92: 12 18 92 13 Head/$ill 2' 2 2 2 3. Anchor ry� Anow rlesodption Substrate . Min. Edge Dlstanoe W., Embed- . meM 912, Steel screw (( S. Pine 0.864° :1.376° 1 912, Steel sow ( _ _ 80. Stud, Or 33 0:324° :048°118Oa 992, Steel sorew!LG8q_ X n2, Steel screw t36) Alum. 6004 -110 A38 ftei , 0.324° 0.324 0_.126° OAW 914, Steel screw ( S. Pine ' 0.884° 2 914, Steel screwy S8. Stad, Car 33 :0.3811 _1.378° :048° 19809 914, Steel screw (05) Alum. 6083.76 : 0 381" 0:128" 914, Steel screw A36 $teal ' . 0.381" 0.128" 3 1/4° Steel19traaon S. Me 17 1.376" 1/4 410 8S CreteFlex _ S. Pine ` 1" 9.378' 4 1 5118" Steel UlWopri S. Pine 1.26" :.1.378" NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 148° MO HAVE AN AREA OF MORE THAN 32FY'. 2. FOR SIZES NOT SHOWN, ROUND UP_ TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "8") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 8. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. CHANGE THIS SHEET N. VENICE, FL 3 P.O. 'F 1529 9 NOKOMIS. FL 34274 An c hor Anchor Description Head, Sill and Jamb Anchor Quantities Into Masonry (Anchor Types 6-7) In. Edge Min. Embed - TO Anchor Type Distance meat 114° 8teellAttacon 'Hollow 1" 1`26° - 6 °A° or "B" Dimenslon Qn) 24 30 36 42 48 64 60 87.876 Anchor Location • 6 6 7 6 6 7 6 6 7 6 6 7 6 6 7 5 6 7 6 6 7 5 8 7 Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3. 4 4 3 Head/S81 2 2 2 3 3 3 4 4 3 5 5 4 6 5 4 6 8 6 6 8 8 7 7 6 48 Jamb 5 4 4 6 6 4 6 8 4 6 5 6 6 6 8 6 6 5 6 6 8 8 6 6 Head/S81 2 2 2 3 3 3 4 4 3 6 5 4 6 5 6 7 6 6 7 8 6 8 7 7 Jamb 6 6 8 6 6 5 6 6 1 8 7 6 6 7 6 6 7 6 6 7 1 6 6 7 8 6 60 Head/S111 2 2 2 3 3 3 4 4 3 6 5 4 8 6 6 7 6 6 71 6 8 8 7 7 87.878 Jamb 7 8 8 7 6 6 7 7 8. 8 7 71 8 7 1 7 8 71 7 817 1 71 8 1 817 Head/88I 2 2 2 3 3 3 4 4 3 8 8 41 8 5 1 6 7 6 6 7 8 1 6 8 8 7 72 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 1 9 1 7 7 9 7 7 9 8 7 _ a 13 Hes"Ill 2 2 2 3 8 3 4 4 3 6 6 4 8 8 7 8 6 8 a 1413 6 6 4 9 IS 1 7 9 8 8 4 14 1 3 6 5 4 918 17 9 8 8 4 4 31 8 8 4 10 01 8 1101 9 91111 4 4 3 6 16 1 416 12 16 9 '121101101 4 4 3 8 I75-T-4- 8 4 t34 11 10 4 3 12 11 4 4 3 8 6 6 7 6 6 7 8 6 9 8 8 8 8 8 9 8 8 6 6 5 7 6 617 8 6 10 8 8 10 8 8 8 5 5 7 6 8 10 8 8 10 8 8 8 6 6 7 6 6 9 9 1 8 1 5 ` and Height dimensions may be reversed to locate anchor quantities on the table, if so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. 76.8 Jamb 8 7 7 8 7 7 Head/8111 2 2 2 3 3 3 84 Jamb 91 7 1 7 9 8 71 Heatl/861 2 2 2 3 3 3 86.3 Jamb 9 7 7 9 8 7 Head18111 2 2 2 3 3 3 Jamb 10 8 8 10 9 6 Head/SM 2 2 2 3 3 3 108.7 Jamb 12 9 8 12 10 9 HeadlBill 2 12 12 3 3 3 120 Jamb 13 10 10 93 11 Head/81111 2 2 2 3 3 128 Jamb 13 11 11 13 12 Head/SUI 2 2 2 3 3 3 146 Jamb 18 12 12 16 13 12 Head/8111 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 148° MO HAVE AN AREA OF MORE THAN 32FY'. 2. FOR SIZES NOT SHOWN, ROUND UP_ TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "8") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 8. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. CHANGE THIS SHEET N. VENICE, FL 3 P.O. 'F 1529 9 NOKOMIS. FL 34274 An c hor Anchor Description Substrate In. Edge Min. Embed - TO Distance meat 114° 8teellAttacon 'Hollow 1" 1`26° - 6 1141 Steed Ultmoon 2.7k Concrete 1° _ 1.378 1141 410 88 CreteFlex Hollow Block 1" _ 1.28 6 114° 410 88 CreteFlex 3.36k Concrete 1" 7° 511(r81 Uitmcon Hollow Stook 1.B�i °- 1.�i° »- 7 _ Cd1e° Steel Uttr = I &6k Concrete 1.25" — 1" "A" & "B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "A" DIM. �— "B" DIM. ---� \ "B" DIM. DIM. \� i 4LUMINUM PICTURE WINDOW, IMPAC PYW7ar ANTS 7 a 8 4289.4 PRODI=RBV[88D ��B�tyLiawflht6aFimida t� et LYNN .ylze' * ' No. 68708 5-o 11 a !Li hh, a hv. P.E. ITEM MNG S PAIN' 0 . . DESCMPTION 1 4268A 64258 Integral fin frame head, sill & jamb 2 4263 64263 Flanged frame head, sill & jamb 7 : 1168: .781 PDX 08 x 1 Quad PHA SMS stainless steel 8. Schnee-Morehead SM8504 ecryI -r narrow joint sealant or 1.0 4266 64268 7/16 laml glass bead 11 4284 84264 1w /18:lami I.G. glass bead 12 1224: 8TP247 Vinyl bulb vreathersttlp (thick) 13 4224 Installation fastener cover 14 Dow Coming B99 glazing sealant or equivalent 16 Dow Coming 996 silicone structural, sealant, black 7 7118" lams 9th efed glass: 3116" annealed -.0 90 DuPont Wacfte or ale Maximum PVB Interlayer -3118" heat 7H et sK gt . 11.©. glass; 3/18" Beat strengthened outboard - - 3/18" annealed - .090 DuPont Butache or pSare Maximum PVB Interleyer - 311.@" heat ed 2 At I ea comer key ® tv ZK ?Mt.' Is Bulbefte 3/1 glassy 3/18" heat strengthened -.090 DuPont r Saflex KeepSefe Maximum PV6 interiayer - strengthenned a� : -� IT 1= 18" 7 /16".ai B Re 311 11.(3. glass: 3/16" tteat; strengthened outboard - e - 3/18" heat strengthened -.090 DuPont r Saflex iteepSafe Maximum PVB interlayer - strengthened Bullding Ce ®r No. BUILDING CENTER. No.' May 16, 2013 Building Department Comments Received: The plans submitted do not identify removing walls but the "construction plan" has new walls not shown on the "demolition plan ". Identify all walls being removed on the demolition plan. Miami Shores:Village Building Department 10050 N:E.2nd Avenue Miami Shares, Florida 33138 Tel: (305) 795.2204. Fax: (305) 756.8972 May 8, 2012 Page 1 of 1. Building Critique Sheet ® The demolition plan must identify all interior gearing walls: Provide a shoring plan for areas removing bearing walls. The construction plans must identify the replacement of bearing walls and detail the construction. Architecture The 3 new masonry openings do not include details of construction.;Provide a detail showing the - :.. Landscape:. . required reinforcement at the jambs, sills, and beams: Interiors ® The buck detail shows 1/2" diameter tapcons. Is this a mistake? bcnumber3com Show the waterproofing atr the bucks. 0:7863094640 F: 855833 2261 Provide the product approvals for the window at each new opening. 223 E Hagler St. Identify the means of escape from the master bedroom. Suite 614 Miami, FL 33131 Plan review is not complete, when all items above are corrected; we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets:and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO I 30S- 762 -4859 P .* - A Response to Miami Shores Building Department Critique 1. Please refer to A2 -01 for location of load bearing walls on the demolition and construction plans. Al existing load bearing walls are to remain. 2. Please refer to 03/A8 -01, 04/A8 -01 and 05/A8 -01 for the jamb, head and sill construction details for all masonry openings. These details were previously submitted. 3. Please refer to 03/A8 -01, 04/A8 -01 and 05/A8 -01 for correct tapcon diameter size. 4. Please refer to 03/A8 -01, 04/A8 -01 and 05/A8 -01 for information on the waterproofing at the bucks. 5. Please refer to A5-01 and A9 -01 for information on the product approval of all new windows. 6. Please refer to A2 -01 for the means of escape from the master bedroom. y.r L i_013 = , Now DEPARTMENT OF PERMITTING, ENVIRONMENT, AND AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 (786) 315 -2590 F (786) 315-2599 MMXAiamidade gov /uera/ 'Clopay Building Products Company AV $585 Duke Boulevard Masson, OH 45040 SCOPE: This NOA is being issued under the applicable rul d s gov ing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used m 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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. I)ESCR_IPTION: Steel Sectional Garage Door up to 9' -0" Wide w/ Optional Impact Resistant Liter APPROVAL DOCUMENT: Drawing No. 101706, titled "Single -Car Steel Pan Garage Door with Opt. Impact Resist. Lites", sheet 1 of 1, dated 11/18/1996, with revision 8 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 Contr 1 Section. IVIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved, is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL ofthis 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami -Dade County approved laboratory. Every 3 months, the manufacturer shall mail to this office a copy of the tested reports. Only coils with average yield strength of 27,000 psi or more shall be used to make door panels for Miami -Dade County under this Notice of Acceptance. 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 # 08-0724.04 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. Thd submitted documentation was reviewed by Carlos M. Utrera, P.E. T Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101706, titled "Single -Car Steel Pan Garage Door with Opt. Impact Resist. Lites ", sheet 1 of 1, dated 11/18/1996, with revision 8 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 08. 0724.04" I. 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 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Clopay 9'x 811, 24 ga, steel garage door Model 94W9 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0610.01 -08, dated 07/16/2008, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted under NOA # 08- 0724.04" 1. Jamb anchor calculations, complying with FBC -2004, prepared by Clopay Building Products Company, dated 07/22/2008, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) 03 z7/00012 Ca los M. Utrera, P.E. Product Control Examiner NOA No 12- 0125.11 Expiration Date: September. 25, 2013 Approval Date: April 5, 2012 E +l max. -_ Y Clonav Building products Comaanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS "Submitded under NOA # 07- #807. ,14" 1. Test report on Accelerated Weathering Using Xenon Are Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 1.2/04/2006, signed by Rafael E. Droz -Seda, P.E. 2. Test report on Self - Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E. F. STATEMENTS Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19i2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 08-0724.04" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 07/18/2008, signed and sealed by Scott Hamilton, P.E. E -2 i Carlofi M. Utrera, P.E. Product Control Examiner NOA No 12-0125.11 Expiration Date: September 25, 2013 Approval Date: April 5, 2012 /^6666"'' per• � �t�� t\ pY� ; �� yp�j{ jj I g gel ppggB�� gill 91 oily s 4 IWWI All 4HDM b 0 s� �Id VIII gig fit r n 1b � MI N 1 t- =�tromt a000 m tax WNW b 0 s� �Id . -. Project Nisme: Project lam: Architect's ado on this submittal: 00 EXCs OREM MIAMI•DADE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street; Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 P (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) WyMmiamtdade.sov /econemv TPGT Industries 1070 Technology Drive North Vonice, 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 and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "SCA 740" Outssving Aluminum Casement Window - L.M.I. t� APPROVAL DOCUMENT: Drawing No. MD- CA740 -LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/48/12, prepared by manufacturer, signed and sealed by Anthony Lynn'Miller, P.E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Sectio 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, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user. by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-121&09 Expiration Date: April 11, 2018 •� Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. - Drawing No. MD- CA740 -LM, titled "Casement Window Details -- LM & SW', sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, 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 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, Issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12 -1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. /} r/ I Manuel Per . Product Control Ex m r NOA No. 12- 09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E -I GENERAL NOTES: SERIES 740 IMPACT-RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HYHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DENS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVF¢, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIA"ADE COUNTY, USE ONLY WM -DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE %MEET 4. 4) ALL WOOD BUCKS LESS THAN 1 -112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. F UNIT 15 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 141r THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR 0011NER80F THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALNOIFLASHItG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PERASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) REFERENCES; TEST REPORTS FT1. 7085, 3679, 3580, 3724; ELCO ULTRACON NOA; ELOO CRETEFLEX NOA; ANSVAF&PA NOS FOR WOW CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types St" III t &IV Lauri -.OW PVB -1/8 An 5 2 7118' Lsmi (X18 An -.099` SGP - 3M An) 3 7/16' L an-d 18 HS -.099' SW - 3116 HS) 7 4 7AT' Lent. IG 1/8 An - 7/18' Air - V8' An 09V PVB - N8 An) 8 6 7/8' Lem). IG (1/8' T - 7118' Air - V8' An - .OW PVB -1/8 An) 8 8 718' Lent. IG (3118 An -1/4' Air- 3118' An -.Ow 3 - 3118' An 9 7 7/8' G(3N0'An- 114 -Air -3118' S-.098S -3N8HSI 7 8 718'LontIG 8T- 114- A1r- 3/18An-.098SW -3118 An 9 8 718' Le1rd. IG (3018' Tr 1/4- Air- 3116- HS - .098 SGP -3118 HS 7 tU18'LAAfotATtA __.� DESIGN PRESSURE RATING IMPACT RATING VARIES. RATED FOR LARGE &SMALL - W AMEALM ,pgp- ouPONr SEE SHEETS 84) MISSI.E IMPACT RESISTANCE - O ASS SUTAC3TEPVS 0 39 CLASS 37' WIDTH 25.478' MAX O.C. IF WIDTH IS ..11118' GLASS SITE UNDER WA78' (HEAD & SILL - 4' MAX 3 .- B, SEE SLIEST' 2 1 A 89' VISIBLE LIGHT HEIGHT (DLO) 1 VWLA68NATE0 _ GtASSSTRCK I Ni GLASS TYPE 1 GLASS TYPES 2 & 3 3WANNEALEDOR .woTmoNrsw WATS7IVIKGT ENEr MASS -., 3WANNFALMOR VWLA68NATE0 _ GtASSSTRCK I i— GLASS TYPE 1 GLASS TYPES 2 & 3 3WANNEALEDOR .woTmoNrsw WATS7IVIKGT ENEr MASS -., 3WANNFALMOR A. SEE O.C. SHEET2 7ACl�M. OLA88STACAC HEATSTRENGI PW 38 7t8'FK1M. olAl?S STACK GLASS rH8•tALfNATEO �___VWANNRALEDOI I 1 �"'� 1v1a�GLASSSiTE e. MAX. 7AVA O.C. 1A'ANM TENPEW USE ANCHOR PAIR AT EACH 9 JAMB IF HEIGHT IS /,„' 20' OR OVER @ � 9 78' HEIGHT B 14-1/2' MAX. O.C. IF WIDTH IS 4' MAX 33.470'& OVER (HEAD & SILL) 30' VISIBLE ~- OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES...- .._.- .- ..- . -._..1 ELEVATION- —1 GLAZING DETAILS.. 1 INSTALLATION._. 2 ASSEMBLY TUBE DETAILS.- ....-...3 ANCHOR SPECIFICATIONS..... -..- 4 ANCHOR QUANTITIES. „..- ...........» 4 DESIGN PRESSURES._- 6.9 A88EMBLY DETAILSIBOM . 10 ``J�� pNy lYNly 49/ ��ii `� �1'�`i` • WCEN�'•4F�O � No. 58705 BT =o 3A �$ 3 .7L` . ......... "ONAL�E..�`� GLASS TYPES 4 & 6 GLASS TYPES 6 & 7 7B'NOAL GLASS 87AgC 7/18'LAMNAM wASS trrngc 3118 -AI.ED OR va- aetffi+ace, D'MHATSTREMi1F�tE0OLASS M Gd lep imi 1070 TECHNOLOGY DRIVE N. VEND. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUDI. 829295 3N8'ANNE LLMOR --- HEATS7RENGTHEN GLASS I 11116' GLASS BITE GLASS TYPES 8 & 9 4PPmed es""Tying aitb Oro Rodd,&Whqcode Dnro I1EOA5 II ml 67 GLAZING DETAILS I J ROSOWSKI I >EMENT WINDOW DETAILS - LM & SM 08/08/12 CA -740 NTS I OF 10 1 MD- CA740 -LM 32 &_/ er GLASS TYPE 1 GLASS TYPES 2 & 3 17 -In, MAX -., A. SEE O.C. SHEET2 7ACl�M. OLA88STACAC 8/18fAAINATED 7t8'FK1M. olAl?S STACK rH8•tALfNATEO �___VWANNRALEDOI �"'� DL38STAfLE GL I 11SANNEALPDOlA89 e. MAX. 7AVA O.C. 1A'ANM TENPEW USE ANCHOR PAIR AT EACH 9 JAMB IF HEIGHT IS /,„' 20' OR OVER @ � 9 78' HEIGHT B 14-1/2' MAX. O.C. IF WIDTH IS 4' MAX 33.470'& OVER (HEAD & SILL) 30' VISIBLE ~- OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES...- .._.- .- ..- . -._..1 ELEVATION- —1 GLAZING DETAILS.. 1 INSTALLATION._. 2 ASSEMBLY TUBE DETAILS.- ....-...3 ANCHOR SPECIFICATIONS..... -..- 4 ANCHOR QUANTITIES. „..- ...........» 4 DESIGN PRESSURES._- 6.9 A88EMBLY DETAILSIBOM . 10 ``J�� pNy lYNly 49/ ��ii `� �1'�`i` • WCEN�'•4F�O � No. 58705 BT =o 3A �$ 3 .7L` . ......... "ONAL�E..�`� GLASS TYPES 4 & 6 GLASS TYPES 6 & 7 7B'NOAL GLASS 87AgC 7/18'LAMNAM wASS trrngc 3118 -AI.ED OR va- aetffi+ace, D'MHATSTREMi1F�tE0OLASS M Gd lep imi 1070 TECHNOLOGY DRIVE N. VEND. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUDI. 829295 3N8'ANNE LLMOR --- HEATS7RENGTHEN GLASS I 11116' GLASS BITE GLASS TYPES 8 & 9 4PPmed es""Tying aitb Oro Rodd,&Whqcode Dnro I1EOA5 II ml 67 GLAZING DETAILS I J ROSOWSKI I >EMENT WINDOW DETAILS - LM & SM 08/08/12 CA -740 NTS I OF 10 1 MD- CA740 -LM INSTALLATION OPTION 1 EDGE INSTALLATIONANCHoRs DISTANCE INT02X WOOD. AS REQUIRED PER C TABLE 3, SHEET EXTERIOR a 35.37 ATTACHED TO FRAME JAMB 41w ATTACHED TO VENT JAMB WINDOW 31 HEIGHT VISIBLE 14 LIGHT HEIGHT (OLD) ATTACHED TO FRAMEJAMS ATTACHED TO VENT JAMB 3$ 38 a WIN i-s 11M i INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X SUCKSTWP INTO MASONRY. EMBEDMENT' t TYP. ANCHOR TYPE, EMBEDMENT• AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, / SHEET4. JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB VERTICAL SECTION B-B OONCRETSICMU PER ANCHOR REQUIREMENT r� !9. INSTALLATION OPTION 2 INSTALLATION ANCHOM DIRECTLY INTO MASONRY. u4• MAX SHIM ml ^i u J a.aoar ,r � O OPTTONALADDON FLANGE @ HEAD. BILL & JAMBS SEE DETAIL Al. BELOW NOTES: 1) USE ONLY SUBSTRATE - APPROPRIATE ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD SUCKS LESS THAN 1 -12` THICK ARE TO BE CONSIDERED 1X UWALLATIONS.1X WOOD BUCKS ARE ATTACHED TO INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL HORIZONTAL SECTION A A EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13-1@ 012 STEEL SELF DRILUNG SMB, SEE TABLE 3, SHEET 4 iDEAPPROVED LION. ALUMINUM, EL FRAMMOOR STEELSTUD. UOR J 9c Whbaw yam NOTES: �a 1 - 228' 0 0 012 STEEL SELF DRILUNG SMB, SEE TABLE 3, SHEET 4 iDEAPPROVED LION. ALUMINUM, EL FRAMMOOR STEELSTUD. UOR J OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —� (•.-- 10' MAX. DEPICTED AS 2X ARE 1 -11T THICK OR SEE DETAIL A2, BELOW GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOAD$ TO THE STRUCTURE. I WOOD SUCK DESIGN AND INSTALLATION N THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. MAXIMUM $HIM THICKNESS TO BE W. 16 18 DETAIL Al LYNN R9/ No. 58705 ' �'�.;S��Nt Al1E�•�. A Lrliri i1aLER. P.E. "m 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS: FL 34274 CERT. OF AUTH. ®29298 Addlik" Andwe RegWrea oneaoh WeotlheFwme TWm (FAT), 9c Whbaw yam NOTES: WIDTH. EGRESS HNOE: WINDOW WIDTH - 7 -W 1 - 228' 0 0 1) WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT -S 0 1 284 ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: lV MAX• Win" Helght Ancbw ANCHORS MAY NEED TO BE VWDTR WINDOW WIDTH - 7 B. C & D 17' • 228' 0 INSTALLED THROUGH THE WINDOW FRAMES AT 10• MAX. HEIGHT: WINDOW HEIGHT- 7 23' • 26.8' 0 1 2B4 FROM EACH SIDE OF THE FRAME 1 ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS —� (•.-- 10' MAX. DEPICTED AS 2X ARE 1 -11T THICK OR SEE DETAIL A2, BELOW GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOAD$ TO THE STRUCTURE. I WOOD SUCK DESIGN AND INSTALLATION N THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. MAXIMUM $HIM THICKNESS TO BE W. 16 18 DETAIL Al LYNN R9/ No. 58705 ' �'�.;S��Nt Al1E�•�. A Lrliri i1aLER. P.E. "m 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS: FL 34274 CERT. OF AUTH. ®29298 Addlik" Andwe RegWrea oneaoh WeotlheFwme TWm (FAT), 9c Whbaw yam Anclror A S,C &D 1 - 228' 0 0 23' • 26.8• 0 1 284 1 1 n Win" Helght Ancbw A B. C & D 17' • 228' 0 23' • 26.8' 0 1 2B4 1 1 CROSS SECTIONS & INSTALLATION I ROSOWSKI WINDOW DETAILS - LM & SM CA-740 I NTS 12 OF 10 08IM12 FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE. DETERMNE YOURANCHOR GROUP FROM TABLE 3. SHEET4. 3) FROM SHEETS 0d1, FIND THE SHEET FOR YOUR GLASS TYPE FWD THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED RESIGN PRESSURE (PS9 FOR SIXOLEWINDOH13, ALL ANCHOR GROUPS'. Fl OURE 1: If ` -I - !40 AWNING / CASEMENT/ FIXED CASEMENT ()XO) 7. THIS SHEET 10', CASEMENT ASSEMBLYCAW -M—M- WINDOW TUBE WINDOW MIN. & 12 X 1• SMS HR TO1XiH INSTALLATION HOLES FIGURE 2: 740 SERIES 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE CASEMENT FASTENED TO WNOOW. AS SHOW IN WINDOW DETAILS, WITH MN. S12 X T SHEET ANOtmt A B.O &D SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT AWNING HEIGHT a SPACING AND QUANTITY AS THE WINDOW "WINDOWANCHORSREOURED, (TABLE Z. SHEET 4), DETERMINE FRAME OPPOSITE FRAMEMEMSER. - FASSEMBLY TUBE D FRAME WINDOW WIDTH 740 SERIES FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE. DETERMNE YOURANCHOR GROUP FROM TABLE 3. SHEET4. 3) FROM SHEETS 0d1, FIND THE SHEET FOR YOUR GLASS TYPE FWD THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED RESIGN PRESSURE (PS9 FOR SIXOLEWINDOH13, ALL ANCHOR GROUPS'. Fl OURE 1: If ` -I - !40 AWNING / CASEMENT/ FIXED CASEMENT ()XO) 7. THIS SHEET 10', CASEMENT ASSEMBLYCAW -M—M- WINDOW TUBE WINDOW MIN. & 12 X 1• SMS HR TO1XiH INSTALLATION HOLES FIGURE 2: 740 SERIES 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE CASEMENT FASTENED TO WNOOW. AS SHOW IN WINDOW DETAILS, WITH MN. S12 X T SHEET ANOtmt A B.O &D SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT AWNING l, 1) DETERMINE EACH NDMDUAL WINDOW TYPE. SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. SPACING AND QUANTITY AS THE WINDOW "WINDOWANCHORSREOURED, (TABLE Z. SHEET 4), DETERMINE FRAME OPPOSITE FRAMEMEMSER. - FASSEMBLY TUBE D FRAME TOTE 740 SERIES JAMBSOFYOUR.WNDOW. ASSEMBLY TUSE 0) INSTALL AS PER THE 4) USING THE TABLE LABELED WNDOWANCHORS REQUIRED' (TABLE 4 SHEET 4 DETERMINE THE NUMBER OF ANCHORS NEEDED N THE HEAD. SILL AND JAMBS OF INSTRUCTIONS ON SHEET 2 SHEET 0) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 23. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE 23'•2&& \ THE SUBSTRATE. ALL EXTERIOR 281 / 1 740 BERM WINDOW {� / / -E FRAME -ASSEMBLY-. -E TUBE / S / FD�p 'SEE PRODUCT'S NOA FOR INSTALLATION SPECS MIN. 0112 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES 7403ERIES CABSME4T E TERIOR E CASEMENT WINDOW � ASSEMBLY WINDOW EXTERIOR 1) DIRE NSIONS SHOWN ARE TIP- TO-TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2)ANY 74"ERIES PRODUCT (CASEMENT. AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS. USE THE WINDOWS MA FOR ANCHORAGE MM AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDMDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA, 740 SERIES AVINING LLIU 740 SERIES 4) FRAME ASSEMBLY TUBE TO BE CASEMENT FASTENED TO WNOOW. AS SHOW IN WINDOW DETAILS, WITH MN. S12 X T SHEET ANOtmt A B.O &D SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT METAL SCREWS. USE THE SAME TABLES. SHOWN ON THE TABLES. 1) DETERMINE EACH NDMDUAL WINDOW TYPE. SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. SPACING AND QUANTITY AS THE 2) FROM SHEETS 0•9, I= THE SHEET FOR YOUR GLASS TYPE. "WINDOWANCHORSREOURED, (TABLE Z. SHEET 4), DETERMINE FRAME OPPOSITE FRAMEMEMSER. - FASSEMBLY TUBE �A8BSEEMBLY 8) THE FRAME ASSEMBLY TUBE MAY LOT EXCEED 02• N LENGTH (AS USED NEEDED N THE HEAD. SILL AND 740 SERIES JAMBSOFYOUR.WNDOW. MIX. B12X IN A W RANGED WINDOW) OR 13E 1. SMS USED IN TEE OR CROSS THROUGH CONFIGURATION& 0) INSTALL AS PER THE 4) USING THE TABLE LABELED WNDOWANCHORS REQUIRED' (TABLE 4 SHEET 4 DETERMINE THE NUMBER OF ANCHORS NEEDED N THE HEAD. SILL AND JAMBS OF INSTRUCTIONS ON SHEET 2 CASEMENT WINDOW INSTALLATION HOLES 0) THE FRAME ASSEMBLY TUBE IS NOT REQUIRE) TO BE CUPPED TO 0) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 23. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE 23'•2&& SHEET 2). AND THAT MIN. x712 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY n= (SEE DETAILS ON THIS SHEET). THE SUBSTRATE. ALL EXTERIOR 281 1 1 JOINTS TO BE SEALED BY INSTALLER. 740 SERIES EXTERIOR FD(ED CASEMENT 4) DIMENSKONS SHOWN ARE -. HOR¢ANTAL SECTION GC a a WINDOW TIP TO•TIP. FOR SIZES NOT ANOtmt A B.O &D SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION DA VERTICAL SECTION E-E TABLES. SHOWN ON THE TABLES. 1) DETERMINE EACH NDMDUAL WINDOW TYPE. SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 0) USING THE TABLE LABELED 2) FROM SHEETS 0•9, I= THE SHEET FOR YOUR GLASS TYPE. "WINDOWANCHORSREOURED, (TABLE Z. SHEET 4), DETERMINE 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED TESIGN PRESSURE (PSFJ FORW MDOWSATIACHED TOA VERTICAL FRAVEASSEMBLY MW OR RESIGN THE NUMBER OF ANCHORS PARE (P&9 FOR I, YINDOWSAT7ACHED TOAHORVONTAL FRAMEASSEMBLYTUBE; DEPENONG ON WHICH WAY THE FRAME ASSEMBLYTUBE 13 ORIENTATED. THIS NEEDED N THE HEAD. SILL AND MUST BE DONE FOR EACH WINDOW N THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP TO•T1P. JAMBSOFYOUR.WNDOW. FOR SUES NOT SHOWN. ROUND Up TO THE NEXT AVAOASLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 0) INSTALL AS PER THE 4) USING THE TABLE LABELED WNDOWANCHORS REQUIRED' (TABLE 4 SHEET 4 DETERMINE THE NUMBER OF ANCHORS NEEDED N THE HEAD. SILL AND JAMBS OF INSTRUCTIONS ON SHEET 2 YOUR WINDOW. 0 0) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 23. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE 23'•2&& SHEET 2). AND THAT MIN. x712 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY n= (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLYTUSE CENTFRLINF. RFE TAW F RR MO AddBisacAwli ms Rogked on each swealft rreAsseaftYW* AT) F a vrawow VAM ANOtmt A B.O &D > 1 •228 0 0 23' • 28.8' 0 1 284 1 1 a Wu*w Halam Ancitom A S.0 &O 17'• 0 0 23'•2&& 0 1 281 1 1 AppmvQdemgc'" l leauiih810 Faiidap'P�S. v. 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O� MCI! RBHeed Lp I ROSOWSKI 08108/12 3 DESIGN PRESSURES PER GLAZING TYPE m'z — 9 1070 TECHNOLOGY oRm TiNe: " 'CF • 3427$ CASEMENT WINDOW DETAILS - LM & SM c ' ,, a.o. BOX isle (,J W / •••......... 3, NOKOMLR; FL 34274 saftlUbd,* s a�.r,� Nc. a tiF j� „��`��` CERT. OF RUTH. #29296 CA -740 NTS 60 F 10 MD- CA740 -LM , V V V V N V V V V V ��pp {B{pp ppQ 1a1pp 1� {e{pp Q � Q {{,qpp N SSSBSc�iS�S��t3 fy f f f .� JJQ�� @�pp jRj�� 1;81 D ti ti ��j1� i Q�p ��p. 07 01 m W W� 0 0 0 0 0 0 V V V V V ,K C @ 2 E 2 R A C � s O �3gg��3g��y gD {�q��q y y i y O JN` c O tl � Q ♦ S O S jBj�� S$ 0 Fy ii88�ff m Q@ Q� 4�� y5, D N t�4t S ♦ f f♦ f f V g $8�ppj�j� S $sse�L�a V N V i �ea��m8�$W � � r f V N G C EI] 4 me E � I as z ( 1 of �- T g� co j CO ��o v 1 MCI! O� MCI! RBHeed Lp I ROSOWSKI 08108/12 3 DESIGN PRESSURES PER GLAZING TYPE m'z — 9 1070 TECHNOLOGY oRm TiNe: " 'CF • 3427$ CASEMENT WINDOW DETAILS - LM & SM c ' ,, a.o. 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FL 34274 Soaix Sheetr Droxteg No. R (y,� 1II Ij ll` CERT. OF AUTH. #29299 CA 740 NTS 7 OF 10 MD-CA740 -LM , yy �� _I 4i N —Tfl 9 4 gill I I as O� ifl 11 1 9 miiiiii + +1 og 11599911194. ago 88 � a T a m W -6 9 "•1 � G a -n �Wrt� O 7 3 G) ca a ai N =v N M 0*101 JCa W am � m O A `,�\1111Itt//// Rmlxfl By: Date: Ram: _ J ROSOWSKI 08/08/12 Elf DESIGN PRESSURES PER GLAZING TYPE =r.9r�a 1070 TECHNOLOGY DRIVE TINA: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM 81 SM %G'i ' •.......• -a P.O. BOX 1529 NOKOMIS. FL 34274 Soaix Sheetr Droxteg No. R (y,� 1II Ij ll` CERT. OF AUTH. #29299 CA 740 NTS 7 OF 10 MD-CA740 -LM , m m 3 m Aa � i g III 0111 1 osjl� ova 0 Gi a -n O ODDBa Otp 41 1 +111 11 > + 0�0 > Jill -F( J { o All ��uutrrrr e 4" Reviaton: Datm J ROSOWSKI 08/08112 z g jw� i = DESIGN PRESSURES PER GLAZING TYPE _ - 1070 TE04NOL00Y ORWE N. VENICE. FL 2s27s CASEMENT WINDOW DETAILS - LM $ SM P.O. Box 1see ......•••• NNOMIS. FL —4— S-Tes /Made!: Spy greet: DioNng No. R 4 11111 %, CERT. 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N. v.O. B 129 CASEMENT WINDOW DETAILS - LM & SM ......;�,''��.� Nauoarat��t 1529 CASEMENT s .+: s nm Na + ++ +nu1``` CERT. OF AUTH. #28296 CA -740 NTS 9 OF 90 MD- CA740-LM li' � 8 V 0 MONO _I Dq .°fi El PJ V F I I I 1p;o I I YI VJ � Az T0 N -�q CD ;u er HIM ��'�' •Ty °� J ROSOWSK! 08/08/92 o .� DESIGN PRESSURES PER GLAZING TYPE 1070 TECHNOLOGY DRIVE 7Nte: M ;2 •. N. v.O. B 129 CASEMENT WINDOW DETAILS - LM & SM ......;�,''��.� Nauoarat��t 1529 CASEMENT s .+: s nm Na + ++ +nu1``` CERT. OF AUTH. #28296 CA -740 NTS 9 OF 90 MD- CA740-LM 44 1 33 111y lbUTUng 1714 MOCK 5/Sr X 311V x 1 -3/4" Setting Block 532' x 7/16P x 1 -1/4° tflum EPDM 35 M tams Bead 8 6063 -78 Alum. 36 7042 Lams Bead C 6063 -78 Alum. 37 7059 Lams Bead D 6083 -78 Alum 36 1224 Vinyl Bulb W Thick Flex PVC 70 39 1225 Vinyl Bulb Ws In Flax PVC 70 SO Dow SEWS111confIvAbedding CERr OF AUDI � 29288 80 1 7006 IScreen Franco 31054114 Alum. 61 1 7040 IScreen Corner Key Polypmpalene 62 Screen path FPomglasa 63 1635 Screen spline EM. PVC 64 320 Screen 5 St"on 8tael 70 134 Add-on Flange 8083 T8 Alum 71 7004 Frame Ass Tube 8083.76 Alum 8D 8&32X 112" Ph_ Pn_ M—K SI tVM R Stffinlese Steel ffi 1 198 x 7/8" Fl. Ph. SM 94 gBX 1° Fl. Ph. TEK 85 98x 1° Quad Pn 56AS 86 li&X 1 -1/2" ouad Pn ae2• A D 1Q @8*4W O M THE R NOM q at 2A19' - °�'_"� ? T .439'• A82' -T NOM. 17W 2.138' SASH O FRAME HEAD, SASH TOP. 1313 SU & JAMB BOTTOM & SIDE CORNERS 67002.6063 -T6 #7W3,0063-TO Aw :3p - W_ I I� .441• 1.w .423' —� 3 FIXED ANCHOR PLATE 60 SCREEN FRAME rt `_ 67071.6063 -T6 67006, 6063•T6 pow WK 9611% 1 29MWASU 68 O BEAD B BEAD C .� 1�n 35 #7036.6063-T6 36 #7042,606346 INTERIOR ® I .172' 4 .870' .05(r FRAME I --� [-- .889' CORNERS g7 BEADD #7059.6D63 -T6 ri --►' 1.124' �•�— .128' Steel WOW �' • No. 68705 • *'_ �� - Steel steet - 47-0 o. ' lu ° '. STATE OF �U: 1070 TECHNOLOGY DIOVE ,, •.,F(ORtOP.✓ �j�`.� ,�CCss • •. N. VENICE. FL 34275 67004, 6063-T6 /O ,- �� 'h Lttei 6auMP8. 6 k. LSB FL 134274 P.E.86 -OB CERr OF AUDI � 29288 ri 2.203'• -►{ .083' 7O ADDON FLANGE #134.60&346 4PProVedas omplyin ry04tDa Ftorble D C e Date NOA@ M 83' M AND CORNER VIEWS I J ROSOWSKI iEMENT WINDOW DETAILS - LM & SM 08/08/12 1U.&l: --. I -matt CA-740 NTS 10 OF 10 MD- CA740 -LM Rer --►' 1.124' �•�— .128' 2.701• A82' 71 A83' FRAME ASSEMBLY TUBE 67004, 6063-T6 2.203'• -►{ .083' 7O ADDON FLANGE #134.60&346 4PProVedas omplyin ry04tDa Ftorble D C e Date NOA@ M 83' M AND CORNER VIEWS I J ROSOWSKI iEMENT WINDOW DETAILS - LM & SM 08/08/12 1U.&l: --. I -matt CA-740 NTS 10 OF 10 MD- CA740 -LM Rer 1 iiAVW. T-1 I�i omm MU MIAMI -DADE COUNTY MD PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PE$A) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) % v miami ade 9v/ era/ T0GT Industries 70 Technology Drive, North Venice, 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 and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300^ titled "Impact - Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, 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 Section. 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, model/series, 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 010- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ARRROVE'DI — NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 4 PGT Industries NOTICE OF ACCEPTANCE : .EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets I through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28-11, and addendum letter dated 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819. 05) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and FBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. lo-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26 /11 and ' ing on 05/26/16. 4 Awel Perea, P.E. Product dQ_ntvbl Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E -1 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS FIGURE 1: MULTIPLE —oPpH Ha WIDTH FOR VERTICAL KILL ARMCO MULLIONS / --� BEE DLRA0.8 INSON "An AN BHEET823 SHAPE ilp sEATHRLIS ATFTS2.3 \ BHEHT823 I TIN _ t A' THWG: I SHEM2: U. OI ten, H Is 3TH 110E 8eE13lraae � s12�@Ta FJ3mTRATION PROMICTS MAY BEOF/WYTYPE. Kates MANUFACTURED 1 I BYPOT• 1/81M DETAILS I HOR)Z♦OMa. t%W% II-- -- hm SHEETS" LENGTH HORMWAL hv-u LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: ,..� LENGTH r I--- oI +EwHX3 WIDTH --I HEIGHT � T- L � m T— SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLON ONLY ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD SUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL. PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS ' FREE - FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MUWON CLIPS. BUT SHALT. NOT HAVE A GAP OF MORE THAN JW FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U1SD. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR VMS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHTT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCK BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL SS COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHAD. BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: Fri -M% ELCO ULTRACOWAGGRE -GATOR NOAV; ANSUAF&PA NDS FOR WOOD CONSTRUCTION; ADM - ALUMINUM DESIGN MANUAL 8) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REOUIRamm OF THE FLORIDA BUILDING CODE, MID ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TOSS USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHR. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (.B61FT'1 FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WNW LOADING IS'RECTANGW" OR'TRUWGULARRRAPEZOIDAL -. GENERAL I INSTRUCTIONS- ---- '"- ---- -1 ELLNATIONS— 1 MULLTO2X WOCD.....«- ...,.,„. 2 MUU.T01X8MA�NRY ,.....,.2 KTALLATION NOTES 2 MILLTOMAY 3 MULLTOtGTEE1.8TUD 2 MULLTOMUL! .. 3 AR8PEC8.�3 ALTERNATATE CLU%..---- .--..4 BAY MUU.INSTALLATION_...... -4 1 %2X.1713 MULLSPECS_- _--..8 1 %2X.278 MULL........ „8 1 X2.78 X.37S MOIL. SPECB_.....7 1 X L76 X AS MULLSPECIL...,.«.8 1 X 3.128 X.800 MULL SPECS.. - - -8 1 X 4X.128 MULL OPEf.$«..... -.10 1 X4 X.378 MULL. SPECS.-11 1.0X3.188X,286 WILL SPECS-12 2 X 4 X.5 MITI. SPECS— 13 2 X S X.28 MNLL SPSM -14 12S X 2.11 X.1M MULL SPECS.- 18 30' X 3M SAY MIIlL MECB.....,.16 46' X 3M BAY MULL SPECS -17 MULLION & CLIP DIMENSIONS- 1&70 LOADING M &l7fA A4ZO._...«.... -..22 4^ r 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS6= Q FROM TABLES to THROUGH 13A, ON SHEETS 8 THROUGH 17 PRODIILTREVIWD �HOMZ �y L�„� RESPECTIVELY. USING THE MULLION TYPE, AND OPENING WIDTH OR HEIGHT M93ENDNG IF THE MULLION IS SPANNING B 7LIrg with B� PlmLda VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (L881FTPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE Code f REQUIREMENT ILSSIM FOR THE OPENING 08TAO4ED IN STEP 1j A mp I(o 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUITED (LBS . THIS VALUE REPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS MAW BE MET TO ATTAIN THE FULL By Jy MULLION CAPACITY. MULL Illfl LENGTH 6) FROM THE ANCHOR CAPACITY (LBS1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE �� LYNN ANCHOR IUBSTRATE7ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED �� ANCF 'OR CAPACITY IS MET. �� d . �C1 NSf * �± YOR7ICILL A4ULL 7) IF THE MULLION CUPACfTY (LBSIM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMQN T (L681FTP1 D> WtoTH FOR THE OPENING, YDU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULl1° TO OBTAIN THE LOWER ANCHOR CAPACITY FOR VERTICAL REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - / iNk, �rY; MULTIPLE MULLIONS ,0 . a4 I t�� 8) VERIFY THE DESIGN PRESSURE RATING "SIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL F M ULLION CAPACITY (LSS/FT'1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE �iOA�s AT ORA�P� Cl MULLED FENESTRATION PRODUCT ASSEMBLY. C�. 8) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A S /ONA i P��' A. LYWfd91g108L�, .E. FL P.E.0 SSM DETAIL A: MULLION TO DC WOOD SUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SIDE VIEW FRONT VIEW MTALLA71ON NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SUM SHOWN ABOVE ARE FOR PICTORIAL R83FESENTATIM ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY, ON THE ANCHOR To ANCHOR DISTANCE, CORRECT QJAXITTY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAO OR FLATHEAD 4) WOOD SUCKS ARE OPTIONAL, SEE DETAL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAI&DADE COUNTY APPROVED ELCO ULTRACON OR ELCO, 114" S.S. AGGREGATOR MASONRY ANCHORS. SEESNEETS "FORMOIS U=TtONS DETAIL S: MULLION A—TfA—CHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) SmNm SHEET 1. MN2.7KS TYP. ASR SUBSTRATE. SEE TABLES M&108 SUCKSTRW AND ATIACHMENr eyoy•m. SM NOTE 1, SHECT I. MIN2.710 CONCRETE ORCM, FRONT VIEW SIDE VIEW Tfm U—M—M OFFSET MULL MAY BE INSTALLED BY T�m AL"H 0 0 PRODUCrRBVISSD %ittlifir" 1\1 .4 ul mv �v eZ No.68705 I's 0 Of "o %10 �N Q NAL A. �NIWIIAR, P.E. Fl. P.E.0 68706 .4 4 - . A . 4 4 4 4 EXTERIOR DISTANCE OWANCS FOR MASONRY ANCHORS SmNm SHEET 1. MN2.7KS TYP. ASR SUBSTRATE. SEE TABLES M&108 SUCKSTRW AND ATIACHMENr eyoy•m. SM NOTE 1, SHECT I. MIN2.710 CONCRETE ORCM, FRONT VIEW SIDE VIEW Tfm U—M—M OFFSET MULL MAY BE INSTALLED BY T�m AL"H 0 0 PRODUCrRBVISSD %ittlifir" 1\1 .4 ul mv �v eZ No.68705 I's 0 Of "o %10 �N Q NAL A. �NIWIIAR, P.E. Fl. P.E.0 68706 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MN z7 RA CONCRM OR CAAU FRONT VIEW bWt2710 CONCRETE CR CAW SIDE VIEW M ALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION OR OY.. BECAUSE THE ANCH CAPCITYY IS BASED PAR ABOVE THE ANCHOR ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, H DWAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. b) FOR MASONRY APPLICATIONS IN MIAM DADE COUNTY, USE ONLYMIAMI•DADE COUNTY APPROVED ELCO ULTRACON OR ELCO IW S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW I EXTERIOR DETAIL E: y .tab mBL MULLION TO MULLION INTERSECTION (U -CLIP) vim L TOP VIEW NOTM 1) MAY BE INSTALLED IN "TEE' OR'CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS. SHEETS 1 8-20 FOR CORRESPONDING MULLION. �> 'NI" �A EXTERuIOR SEE sHEMIMFOR HOLE LOCATOM EOSE DWANCE SEETABLES 18ASB SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH NOTES: 1) FOR 2X WOOD•SACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 617. FOR QUANTITY OF SCREWS. SIDE VIEW 1 (� •`\ \111111( /1j� `��:vCFNSE'•F'P , * : No. 68706 LU ' �'$ Q 3�bF 1 0'. I A LYNUV IdAf�� EER P.E. FL P.E.# 68705 ExrER�P O DETAIL F: FIELD - MODIFIED MULLION CLIP (F-CLIP) SEecaranSAg BILLETS aAtVp 3 F� tNSiALLATdDIe T08PEfaFTCSUSSfgATES. ALM CMU OR MASONRY SIDE VIEW SMWM WITH rX4'x.1'%' MUU= PERANCHOR NOTES FOR WSTALLATION OP IONS F 1) DETAIL IS NOT APPLICABLE FOR THE SAY OR 128' X 2.1 T X .12' MULLION. 2) SEE TABLES 18-108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X8 CLIP IS NOT SUITABLE FOR THIS APPLICATKK DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) EXTERIOR DETAIL H• BAY MULLION INSTALLATION (ANGLE CLIP) TYP.ARaWR Y Ooh 4'` 0 wowom, STEta.. Acne ORAY NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED MOM OF MULLION. 2) DETAIL G: SEE TABLES 1&118 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 139 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. PRODU(.°PRvAm I —� y—"wab(bopfd � ..�1IIIIn MIA ` 'k ; No. 58703 •1k ' LUZ i FS A P.E. FL P E #85705 vzzzlo, 0/m, EEL/,iiiiiiiiiiiiii 4 Y Ooh 4'` 0 wowom, STEta.. Acne ORAY NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED MOM OF MULLION. 2) DETAIL G: SEE TABLES 1&118 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 139 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. PRODU(.°PRvAm I —� y—"wab(bopfd � ..�1IIIIn MIA ` 'k ; No. 58703 •1k ' LUZ i FS A P.E. FL P E #85705 IA �m I In I >otn eob I Boln ,rom - 120 In worn ,eom Tiepfiteng, Rem 'neWrdm,& Tom. T » Treparitm�6 tlapina.9• Tmprtame 1x2x.128 Lwft Losfg Imft Loaft Loa". 1wft Los�np Loa®ng Lamp M19• Loadllg LOemng I.m�rp � LcoBng i Fm, �M • -•.• .... --.,r.-v'. --- - -awn= ANVMJKVAI lt: M AND ANCHORVALUESASTHE STANDARD CLIP. �} X ( ANCHOR CAP.,M...� QIWCHOR CAP. MULLION CAP.,..,„ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. 6Y FIGURE 1: LIRE 2 _TABLE NOTES: • • • • FRODUCTREVISBD O O • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR W WRMATKIN ON LOADING. os complym8 al�tlm Flome SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000' �+ BUtkft Cdit Axe 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS 18 ALLOWABLE. FIGURE 3: I 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20 By • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN Z�. THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18•x. 1,111 ! 1 ANGLE CUP MUST BE USED IN PAM. 4) SUBSTRATES- CONCRETE 3HALI. CONFORM TO ACI 3018PEC1FlCATIONB. HOLLOW AND GROUP FRLm '12V �� p�� ,-. • • • • A9/(�,• %/� FIGURE 4: FIGURE 8 FIGURE 8 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40) WOOD SHALL BE PRESSURE- TREATED \� �� : '� \CENSB ' •G� YELLOW SOUTHERN PINE WITH AN SG OF 0.8S. ALUMINUM SHALL BE 8003.78 AND BE A MINIMUM OF.128" F � �:' k • n--n- THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE} STRUCTURAL STEEL TO AT 1° X? %.128° AAl1LIJOPI k No. 58705 1111 • LEAST THICK AND A30, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 38CREW THREADS BEYOND _ a ` LL:0:701 THE T MATERIAL .126" 6P •' 8T T7EoOF` A. LYI� MIL'I�ER PZ FL PC; 1788705 ArdwC3p Poftm3 NOTir FOR THE 3M4 Elm UW= I tWMw Ulm= I � I SFW EWO Lmm m I 11,r L:Wo Utmmn IAA � � USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Badrosaws No ) -� tow r Dorto 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDUOR OPENING WIDTHS IS ALLOWABLE. O BY 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. O MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2' a, t t I 1 1 1111 �V 4 M/� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS IM. 8 20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3018PECIFICATION3. HOLLOW AND GROUT-FILLED G+ FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-8D. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 086. ALUMINUM SHALL BE $083-75 AND BE A MINIMUM OF .378' : No. 58708 .125 STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045" THICK (18 GAUG THICK. E). STRUCTURAL LEAST .125° THICK AND A38 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND L STEEL TO BE AT THE MATERIAL. 1" X 2 X 376" MULLION =_ °O : a ANGLE CLIP MUST BE USED IN PAIRS. FIGURE FIGURE FIGURES: 0 O • tul'meJX tMtfLI.KON J °ANCHOR CAP. — USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: PRODUCT 09 cmaplyluB wIthdo FBPocIda 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Badrosaws No ) -� tow r Dorto 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDUOR OPENING WIDTHS IS ALLOWABLE. BY 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2' a, t t I 1 1 1111 �V 4 M/� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS IM. 8 20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3018PECIFICATION3. HOLLOW AND GROUT-FILLED G+ CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-8D. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 086. ALUMINUM SHALL BE $083-75 AND BE A MINIMUM OF .378' : No. 58708 .125 STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045" THICK (18 GAUG THICK. E). STRUCTURAL LEAST .125° THICK AND A38 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND L STEEL TO BE AT THE MATERIAL. 1" X 2 X 376" MULLION =_ °O : a 0� ' .. cCORtOP F .. A. L1jN1(ifigL19R P.E. FL P.E.# 8870E TABLE 3A AmhorCop Petterm �. TY0�1 X18' 0oot6haoon ! 1!4' Emo tmreoon I I ane'va* Ut=. I um Qao tAOmar� „N0D aH8' emo ur ss etoo a:o ece� its asset 9:2 saet I NOTE: FOR THE OFFSET CLIP. USE THE FlOURE7: FIGUREp PATTERN AND ANCHOR VALUES AS THE FIGU E 3: L!_� =0 ANGLE CLIP MUST BE UBED IN PAIRS. FIGURE 4: FIGURE 8: FIGURES: CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. nn...wR V WPA-1 A v AUJUt TENT FOR91ULA: (DR )X / ANCHOR CAP.w,, N -ANCHOR CAP. — `MULLION CAP.Z, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TAME) OF THE SELECTED MULUOK IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 1M. ALL MULLION CLIPS MAY BE FACTORY MACHMED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3DI SPECIFlCATIONB, HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C4m. WOOD SHAW. BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 045. ALUMINUM SHALL BE 6083•T5 AND BE A MINIMUM OF .128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045' THICK (18 GAUGE). STRUCTURAL STEEL To BE AT LEAST . 125' THICK AND A38, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL i i =I QTY LYNN * ' No. 58705 (r....... STA OF tf .; AI- ,�?'�� A. Ll(I(Ih1 RRfL' , P.E. FL P.E.# 65705 TABLE 4A Mullion Ca Raftlebleffitaffle) Opening WdlSf (rarva19c6 mu8otm) or0penIng Height(tor t9Atg numons) BON sob MN 1mM 12087 1 1010 180In In 1 BD61 1 X 278 Y L Tagplfdmg 0 Le q itap ft*. rmmmre7ddm Tlapinieag ReUmmu m L� wpffdm b TL-ft Rem41 g Om TNOUW . ftom • Twalm Tra4l18mg .880/Aam. L4O6d9 I.oe�ng L� L-ft Llmdbg Lmd7q Lmdl� Lmm7q >8 1 1 111 1 111 i i 1 4217 Me OW 11710 490 170.0 744 970.0 478 170.0 889 Inol am 170A M Me I 818 1170,0 1118 17 &0 621 970.0 1210 17&0 821 17 &0 1140 170.0 831 MT 1810 170.0 IM Me I= 17&0 821 48 to 770.0 lOB 17&0 621 17110 880 17&0 894 17&0 962 IM01 890 170.0 1133 17 &0 801 17D.0 1278 17&0 077 17&0 1417 17&0 Bm 14L7 1497 17&0 B80 121.8 1417 17&0 Bm 100.9 9417 17&0 B80 80.82810 170.0 747 17&0 563 170.0 880 17 &0 631 17&0 laot I M01 804 "so /1s 170.0 723 182.8 1208 17MO 747 i4 &3 1266 17&0 788 12Le 1286 TMO 708 LOU 1280 17&0 IN 81.4 12M 1111.0 780 8410 17&0 787 Me on 11&o we 170.0 861 170.0 Y118 1 1740 704 160.7 1130 170.0 800 139.6 1m 17 &0 W 12&8 1190 170.0 669 100.6 I= 1T &D B61 86.1 1180 17 &0 881 78.5 1190 17&0 B81 60 In 17&0 SO 17&0 701 14&8 918 1829 781 12&8 016 144.6 746 100.8 818 1323 788 87.0 898 1216 726 672 615 11&8 720 732 810 114.4 715 828 818 114.4 718 89.8 810 1144 718 04 N 181.8 89D 1819 710 128.8 830 196.6 894 10&8 890 1232 889 99.9 890 1722 890 104.8 882 78.0 860 99.4 886 85,9 880 94.8 649 B92 890 84.1 848 47.4 80.1 848 as to 1521 787 14aa 7'p.0 767 11 &8 636 90.5 787 108.8 628 787 86.1 787 89.1 609 669 787 602 600 680 787 78.0 47,2 787 782 881 413 787 70.2 899 72In 101.7 830 1a &e 882 80.8 098 91.0 6a0 727. &96 ea9 63D a" s 72.2 638 no 614 ao9 &98 6a.3 6� 42a BSB 672 �0 g8,5 698 683 .ID7 91.6 630 66R a97 78 In 1189 671 00.4 498 721 877 78.8 468 4 44 479 60.1 871 80.8 JeI44 071 863 484 432 871 81.6 40 38.0 671 0.0 451 Me 871 44.6 447 27.0 871 44.0 448 7601 80.0 542 89.4 474 6&7 542 7&8 409 87.1 042 827 488 no 60 5.7 842 81.0 442 40.0 60 473 437 993 542 42.0 428 258 502 40A 4M 21.0 SO 40.1 423 901, 821 8&7 901 43A 407 484 988 372 407 888 549 92A 647 30,3 4W 321 338 2&0 407 28.8 934 21.7 4W 2&1 327 1 &0 407 21.1 322 18,9 467 23.0 318 9807 429 44.T 92D 38A 314 7 968 924 90B 2&S 988 2&8 388 2&1 300 27.8 388 249 296 17.8 SW 21.0 289 183 966 192 284 login 3 &1 283 309 286 28.1 F=J 261 21A 283 226 247 1&8 288 199 244 1 &7 289 1 &0 240 1&1 283 18.8 237 111 bl 27.8 287 2&3 Za 23.1 236 1 &B 287 20.8 298 17.5 2W 1 &S 281 1&4 287 10.8 28 in no 229 229 209 183 2oB 9 &7 226 182 270 TABLE 4B Anchor Teble{Ilm) ANCHOR CAPACITY ADJUSTAUM FORMULA? ANCHOR CAP.: ,, 0uba13ts 27R txaawe &Bk CO,a 184U tvwcmu PTW00d 96&01 (DR -)Xt ,_ANCHORCAP.- 6116•E1ao t as tilde *10*800 1k•88000 6108tee1 0128ted 01281eA MULLION CAP.,,,,,,,, AnctarCtlpP9ilems Arobar 9H6 aim Unman tl4•Elool5tre0on Lmmm 3M8'l8oeV5econ v4 EeolSeaom7 7 AmpeGalar LMmeon AnuGaiar Smew(GS) Imaw(t1s) 8-(" USE THIS FORMULA TO OBTAIN THE 'ANCHOR Edge Dwence 903 r 24W r I 2•vr 3.18• r 244 r 2.6r r 3.18' r Ur oA4• & 529' CAPACITY REQUIRED` CORRESPONDING TO AN Embedment A,B 9.Y4• I-W, laws lair r T1a' 1-1M 7-114• awr 1.114' 1.'U4• r Isla° s4ff 0134 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Auchme 0'94.76' On. 0.G I Bfmttlmd or It 380813 390130 450100 U011m 104483 270®5 280@4 984134 740135 46803 884 1162M9 32803 880bn OPENING, WHEN IT 18 LOWER THAN THE MULLION 4AUW=Gtiv.wn .0.C. /6lmgmd(07obe1)ciofv.n 48OMS MOM; WA WA WA MA 0WOm MA WA 88A WA 68A 66200 112003 CAPACITY (FROM THE TABLE) OF THE SELECTED 4Aw1 me 69 W WA 0.Q / R) 2r5 Angle 12p51 M 4 780130 76003 Owns 166003 1098_45 890 b3 8W 03 WA Mall 119883 680135 2364 Me 862I1i ROD MULLION. IT WILL Y83D A MINIMUM ANCHOR IIA77ebme(r 20.46 '81b7.O.Q1u- cu%b0018'AhM17.4k WA WA WA WA WA WA WA WA WA IVW WA 95A WA 71883 CAPACITY WHICH MAY BE USED TO QUALIFY tAl7ehell P.C➢p (Fig, 6k 19883 198135 2lb lbt 40803 872110 lsame mbs 177 Ito 370130 28018s 3321b0 89193 163165 2Wo3 280135 ADDITIONAL ANCHOR OPTIONS FROM THE 2A70103 1.16'100.O.CJ 0 240114 38003 WA WA WA N/A Isola WA WA WA WA WA =40 420130 lOiD as I ANCHOR CAPACITY TABLE. tdnrwcnmruen7:eea-r- ie7merum_......,...,... -. ...__.._.-_.._..- ---- -- _- - - -_ -- _ _ _ _ _ _ ..... _.. _ . ___.._ ....._�� ............... .......w v,.v-. - v =c n ua M 1 r= CAMArLM VI4 UMECT Z7. FIGURE 1: FIGURE 2: TABLE NOTES: _ 1.1100° • 0 • • • SEE SHEET I OR GENERAL INSTALLATION AT USING METHODS TABLES AND SHEET 22 FOR INFORMATION ON LOADING. else Amplance 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE /1/111112 I '' FIGURE 3 S) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. 2.7SW �I`` • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES HOLES MAY SE DRILLED IN �� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20 = * : No. 56705 ANGLE CLIP MUST BE USED N PARS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECFCATIONS. HOLLOW AND G TOUT FUM = �� CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED FIGURE 4: FIGURE 8: FIGURE 8 YELLOW SOUTHERN PIPE WITH AN SG OF 0.55. ALUMINUM SHALL BE OD63-T8 AND BE A MINIMUM OF.125• C O THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048° THICK(18G1AUGE). STRUCTURAL STEEL TO BEAT ��0�' -�� LEAST . 127 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1• X 2.75• X.65V MIJLUON ��'�S •. �CORtOP.• \`�� (♦ �� I II • I THE MATERIAL A LYNN MMIK P.E. FL P.E.# 58705 FIGURE 1: Frye 2 0 FIGURE 3: ANGLE C) IF MUST BE USED IN PAIRS. FIGURE 4: FIGURES, FIGURE 6: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND BHEE7 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDADR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18 20. ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRUM IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FlLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.38• ALUMINUM SHALL BE 6083 -T5 AND BE A MNINUM OF .128` THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046' THICK (1S GAUGEy. STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL j� Ll 139 IS- N \`ON( LXNN N0.58705 * ' �`• a t 3o If . �O.t� •�••. FCORI9P.� G?: A. LYNN Nil U -R, P. E. FL P.Fd68708 TABLE SA STUDS TO BE A MINIMUM GRADE 33 AND . 048` THICK (18 GAUGES STRUCTURAL STEEL TO BE AT LEAST.12r THICK I• X 4• X .125 91IULUON AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IS * 140.58705 �-O a IVITIE % ? �� N 8 F A . LYNN M LER, P.E. FL P.EX 68705 rAuNOn Capacity Table Open hlg Whist (for rBrtlaeAgapamdtb "worm) or opwag Hatght(fahoramn/atY sAamdnB nrAons) 3010 R 8010 70 In 90 in 901n t00m Mtn 14010 18001 7x4X.128 T Lo0d6• L Remm ala9r Tlapia0u•. Loe•r• Laedh9 R4as•K Lo60trg 7mWfAmlg. Remtm�9er T/aWaFena. 14808 La�1• R -Wngd- I TRO-9. R ple1 TreWTAeltg. R TIaD/afm18. ReoleodW 7MWrftS Reatelpular iteWTA.14 LA" L-mv Looft Leepg Loe•re 14�g Lm•na taa•rot L48alg Loe401a 4201 170.0 820 170.0 498 17&0 744 1 170.0 478 770.0 888 170.8 = 170.8 BW 170.8 679 17&0 1118 170.0 SLt 170.0 1240 me 821 170.0 1466 170.0 821 146.8 1489 970.0 821 127.8 14M 170.0 521 4801 170.0 708 170.0 824 ao 880 170.0 664 17&0 887 1700 890 170.0 1783 170.0 809 170.8 12M 170.0 677 108:3 1805 170.0 880 130.3 1309 170.0 880 111.7 1309 170.0 080 87.7 1903 170.0 WD 80.826 b 170.0 T47 1f0A 309 1740 890 17&0 881 170.8 1048 170.0 se4 970.0 111• 17Q0 m 180.1 1235 170.0 747 140.8 1233 17a0 769 117.1 12:96 970.0 766 100.4 729$ 170.0 786 87.8 1238 1700 768 6410 170.0 787 1704 812 170.0 860 170.8 891 170.8 f198 170.0 784 1 1188 170.0 808 137.2 1188 170.0 897 129.8 1188 770.0 888 1028 1188 170.0 861 882 Ilse 170.0 881 77Z 1168 170.0 881 W b 170.0 088 776,0 701 188.7 1092 tt0.0 787 1429 7092 181.1 982 1289 9042 148.7 018 771.2 1002 93 68 801 100.0 1042 7- 707 B&4 1042 12.1 702 71.5 too 9�.1 782 826 0901 170.8 Me tta0 745 161.2 M IS&$ 819 12&8 082 1444 789 1184 982 191.0 782 100.8 992 121.4 788 80.7 892 114A 1042 1�.1 782 W M 1864 847 17&0 700 197.8 947 14 &0 788 11 &1 847 150.3 700 10 &4 997 1f7.7 782 81.8 758 78.8 W2 10&4 748 64.8 882 10&0 744 88,7 BW 10&0 744 72 fn 19&0 8� 847 70&7 738 827 847 1022 72T B&8 947 00.1 713 6&1 947 84.0 711 81.7 847 84.0 771 142.7 797 1982 849 121.8 722 97.0 649 70&6 700 549 849 NA 8% 764 048 00.7 ea $TO 699 827 078 6&8 848 7&3 W9 49.8 849 v 7807 /t&6 767 120.7 886 8&3 702 1029 882 028 782 80.0 890 722 M 80A OW 84Z 762 74.2 728 862 428 849 724 651 781n 10" 724 111.4 894 8 &0 724 044 821 78.8 Td4 a" 820 874 762 69.2 613 4&1 782 620 602 41.3 T82 88.8 887 98.1 782 M 8&4 688 We 00.8 729 74.4 SW N.4 724 8&7 501 834 724 634 583 446 724 87.3 373 98Z 724 80.3 807 3&4 fie M W M 8&8 840 71.8 469 se.0 845 80.7 47d 447 643 829 488 4&6 849 47.1 488 9&8 843 428 452 34.8 649 59.8 499 290 848 34.8 488 244 843 929 W kl 674 476 se.0 427 47.8 478 49.7 418 40.9 478 492 412 36.8 478 30.8 408 31.8 478 348 400 2&7 478 320 398 490 21.7 898 3aT 429 100N -40.9 977 41.9 941 988 377 3371 ?88 9T7 904 390 2" 377 2 &8 288 478 28.7 300 204 478 2 38 380 ttA 478 24Z 978 926 224 377 20.0 321 20.1 977 220 37 1 &$ SIT 18.0 970 14.4 377 17.1 309 777 07 37,1 9A' 97.8 929 30.9 367 dV.8 378 2 &6 967 313 28.2 � 24A 900 20.8 387 22.0 SW 1 &$ 387 tai 301 1&4 967 17.4 209 12DI0 ".3 300 7•.8 278 24.6 300 Z/4 214 908 21.7 EO 184 900 19Z 207 7 &3 900 77.9 289 144In 17.0 212 17.2 100 TABLE 88 AnohorCep"Ry Table (168) ANCHOR CAPACTfY ADJUSTMENT FORMULA: 270 Como &Bk cm I HomwC4Rl ANCHOR CAP., , F�6I;5&I PTiMOpI MGM (D m}X( ANCHOR CAP._' Ar621orCI Pett6lne Atxlmr type 3H8'E�Ilma6m P tw $6 Eln BI7r Eloo 1/4.6s Ebo alas 8128teel 012 steel MUL tON 7/4•Eko110atoml BPIB Elm 3118•Etno UNtamn 9!4•EIDO t33arm1 1514441 Iltrapml USE 7'F•13 FORMULA TO OBTAIN THE ANCHOR Eage Olatmne M} r 2-ur A S199•(OS Smw(GM Smell (GB) r 24W 3•U! r CAPACITY REQRD CORRESPONDING TO AN Em6edme0t @uk taw• 14U4 2-Vr r r 38 . 0.M ACTUAL PRESSURE REQUIREMENT FOR THE taw• law• r 1-1w 1.114• 1 -u4• 1 -u0.• 7-ud• 1 r 2A146ae(�0. 1 tTp.1m4 980 ipwA -u0.• I- tatP -M-G- 811049 104404 (eee lrote4) OPENING, WHEN IT IS LOWER THAN THE MULLION 23069 964 we TAO 488819 /8ten5eMCAp(Fla 9} 70048 7008• M 004 11e2ms 310618 42049 se0 CAPACITY (FROMTHETABLE)OFTHESELECTED 880 m6 9410 We 95248 WA Moms WA WA 8Ambm 0I.I fiftQG 6AnWme ®1.19' Alta. Qa / stmlmAl9np (Pm• 4): 960 m9 1400 ms 630 roe WA 880168 WA 68248 84048 1120 R• MULLION. IT WILL YIELDAMINIMUMANCHOR 1109 WA WA 4Ao aG/Rf�'°A'�eah>sc�ee� 7�m5 730 We WA 780. m9 WA WA 140.1 WA WA 130449 M m9 2240168 CAPACITY WHICH MAY BE USED TO QUALIFY 60048 rreol� az�m6 640.40. 9AtphmeG3•tlBll.0-a1(2)298 A14fe Cdlq (sea, B): 11701b9 1170 1113 e�ma 78846 146048 gBm9 1=8049 238445 Wft 64049 ,12043 ADDmONALANCHOR OPTIONS FROM THE tMDm9 2940. -WA 4AnoM19 @0.48 AA6L QG! L'^CP. 606118' AMa. (Fla, 7}: WA WA m9 239440. 81048 8400• 114048 740448 132D 4s 36aa46 07848 tM149 7690 m9 I ANCHOR CAPACITY TABLE. 2Anoam9 ®2Z3' AB& O.G / FL91p (flg. Bk $60018 8601b9 AVA WA I1/A WA WA (0.A WA WA WA WA WA WA 1432 me 280. m8 700 m9 470. m8 WA 280 m9 4At1 0.p. D.G1F•pip (P19.9k 480. ma 700 Ole IRA 318 m9 O m9 440 m8 0018 328 m9 420 m9 8p 119 WA WA WA WA 380 m8 WA WA WA WA � tow WA 88249 89049 114 ms OFFSET C1.1 NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR YALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE s: FIGURE 6: TABLE NOTES: p • • • • • • • • • 0 p o o p 0 • p • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. O p p• p p p p• p O••• •• O• •• 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.0b(r FIGURE b 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20, ALL FIGURE 6: FIGURE 7: MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.2Q • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED 12 CONCRETE BLOCK UNIT (CML9 SHALL CONFORM TO ASTM C-90. WOOD SHALL w.v..�........- .w..��.._. ....____.____...__ BE PRESSURE - TREATED YELLOW SCXITHFIIN PINF WIT41 AM Rn ne n- w. -.. nw ft -. n��a..�n ,•s ......... ............_ __ ____._. _._ ____. STUDS TO BE A MINIMUM GRADE 33 AND . 048` THICK (18 GAUGES STRUCTURAL STEEL TO BE AT LEAST.12r THICK I• X 4• X .125 91IULUON AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. IS * 140.58705 �-O a IVITIE % ? �� N 8 F A . LYNN M LER, P.E. FL P.EX 68705 7A FIGURE • 0 1%OtuOn 4:a g WId91(torv6iQc6Qy-9pemdng wN wN 7010 80In Reof r TLOW" . Tie011IMS ReotergWW 'Oewkian& Raatet•t0ar T78Wid51•. T861B 11%6@.19) orCmh78 H9�ht (forinriuNepq aparWng mulQans) FIGURE 3 FIGURE 4: FIGURE & FIGURE I& • • • 801n ioDN o twN 140N 180N 1 %4 %378 AhatNm tw�BnO Loaft tom Loafdm Leaft Loa0.ng Loam TraWfdaOp. Loaft Low" Ta�R0en8. LOaft Reoten9atel TreWTtta1�. Loa f loam ReWenW.r r.WTd.M tmdlT Reofetgl4ar TreOdrd.tg, $`I +�$', t) l ,T,l T @ro• � Lw01p8 Laa811g U-0 42N 140.0 170.0 4W 170.0 744 770.0 476 170.0 686 170.0 600 48 N 170.0 770.0 882 Inc 618 7/0.0 7116 170,0 621 170.0 1240 Inc aI 170.0 7486 770.0 I I I 621 170.0 1798 170.0 621 I few 170.0 821 708 Inc 829 1704 840 170.0 684 170.0 892 170.0 030 170.0 1'159 170,0 401 970.0 1276 170.0 877 770.0 1411 170.0 BBD 170.0 1700 170.0 400 Inc f0w 170.0 6D.N N 1740 747 970.0 640 Inc 898 170.0 831 170.0 1048 170.0 864 170.0 1106 Inc 729 Inc 1346 170.0 747 Inc 1484 770.0 7W 170.0 1789 970.0 040 181.8 2024 170,0 686 84N 1740 787 170.0 812 170,0 w 170.0 881 1704 1118 170.0 784 170,0 1278 170.0 803 170,0 1434 1740 897 Inc 1684 770.0 7W 1H&0 1918 170.0 740 13&6 19i9 7/0,0 760 BON 770.0 8W 170.0 701 170.0 1040 1740 787 1740 1240 77D.0 678 9704 1417 170.0 044 BBB 78&9 1780 1704 801 197.1 1788 Inc 081 120.0 1788 170.0 401 w N 170.0 890 1740 748 970.0 1684 170A 400 186.6 1819 1740 tOw 12&8 1818 170.0 2 111.0 9818 1704 tOw 872 1819 170.0 1088 770.0 7110 1740 860 770.0 1962 970.0 840 170.0 1486 170.0 1018 16&7 1642 170.0 1078 141.0 1842 Inc 1122 117.6 1842 1664 1158 1047 16� 187.8 7167 881 1542 We 1167 88 N 170.0 874 170.0 740 1740 1188 170.0 840 1740 1984 17 1 1002 1848 1472 170.0 INS 142.8 1477 18&8 1148 128.8 1474 168.8 1190 107.1 1472 147.0 1100 91.0 1472 148.0 1104 80.3 1472 1484 1104 5 720 170.0 1089 170.0 878 170.0 1278 1740 fOw 1848 1710 1882 1101 10 1320 149.8 1407 117.9 p3 78 N Inc 1122 770.0 407 148.8 1184 188.4 1013 128,2 1184 188.8 994 tS70 137.8 1040 10$.8 1320 128,6 1048 40,0 13 1174 7020 78.4 1920 1128 7073 840 1840 71•db 1012 78N 140.1 1124 170.0 887 198,4 1191 1474 Bw N48 1124 128.9 118,2 1184 125.7 878 40.7 1184 11&3 880 40.8 1184 107.6 840 74.8 7184 97,0 BSB 84.7 1184 88.1 BQ7 w,t 1184 029 Bffi 847 BON 10&1 BOq 111.8 740 ;;a 103.8 1724 196.8 401 82.9 1124 108.8 818 83.0 112d 88.0 900 72.2 1124 68.0 080 40,8 1124 84,3 881 814 1124 882 878 80.7 644 90,8 738 804 82,1 724 wN 89,1 e76 844 73.5 712 80.1 840 86,6 702 80.0 644 81.4 898 46.0 844 84.2 878 38.8 844 840 840 93.6 844 477 742 81.6 Bw 741 742 771 862 894 742 872 807 88.7 742 40.8 891 49.5 742 89.1 827 44.6 742 488 814 971 742 862 7 /08N 828 689 03.8 Sw 62,1 868 65.8 821 44.7 640 446 619 $&I 868 41.4 45.8 800 51.6 742 58.8 680 274 742 87.6 689 119N 67.8 BW 88.8 840 4s0 ]as 406 344 840 374 480 S7.S 640 90.2 482 28.1 068 2&8 481 27.5 888 28.0 472 146 888 24.7 488 48.8 4W 41.2 666 429 487 720N 48.8 384 686 38.0 480 320 SW 942 17S 284 866 31.8 487 24.0 SW 27.1 457 20.6 SW 24.3 448 184 6W -4 478 444 433 3&0 478 99.0 420 828 478 337 420 2a.0 478 248 414 28.0 476 208 408 228 476 246 404 19.0 478 21.1 442 3W 144In 28.4 330 2&7 95 220 330 22,4 801 18.9 330 18.5 287 18.6 330 17.0 203 789 478 167 987 741 478 172 887 FABLE 7B ARCborCepaoBy Table (149) ANCHOR CAPACITY ADJUSTMENT FORMULA: e 27k CwvWA - 8,52 C4= HWOwCOU e Finad CPA 1 PTYYOOd blew (DP_) X (RAN CHOR CAP. 1 ANCHOR CAP._ Ands rljlpB: 3H8• ow LShoom 114• EbD U m= AIx67or CQp Pat09rre &1 ' Eko 766aaa V4' ENp lF traaatt 114• SS S o 6ltr pop 1/4.88 Eloo 610 $tees 01 t $1w 012 Sleet ULLION CAP.,,„,,,., E� 0lstmtoe (N 1' 2.1rX AMeGaW Ian a9Wo Serew(� Setaw So.w- USE THIS FORMULA TO OBTAIN THE ANCHOR 7• 2 -71? 31re° 1• 2-1w T 3.116• CAPACITY REQUIRED' CORRESPONDING TO AN a� OM E7116e6ntent lNk 1.994' 1.44" 1;•x4, 11J4� ? 1 -114' 1.1/4, 1-114• v4, 1.1/4' 4924, ACTUAL PRESSURE REQUIREMENT FOR THE 2Aap00re(S4. O.C, p(F7g. 107 340 340 4406. seems 1644me 27080 2BD6. 8640. 16• 168 1,18' (See W04) OPENING, WHEN R 18 LOWER THAN THE MULLION 4AppODle�2 5161O.C./ C8Fe 64016s 1472013 BSL me WA Bwm9 NIA 884 11 ma 420.6 8wms Is, a Anal�e�f .t6'LOAC)295hooMp(Ffg,4$ 9w01a oon WA WA Wa /A EM 0. 8408. 17200. MULLIONN. IT WILL YIELD A MINIMUM RED 4 AnWtme fA 3"A040Cf(�2x6At�gtal2pa (FIp. B): 780ma 7aoma 9000. 1740.6 MMs WA Twma WA 32886. A WA me tewm9 2240ma CAPACIIYWHICHMAYBEUSEDToQUALIFY 6Anobn 3- WA QQ1(2) 228 A*e CII78 ft 11700. 7170me 1020.8 2340 ms 840me lwft 708165 me 19280. 230. SIMM4 840 ma 11�ma ADDITIONAL ANCHOR OPTIONS FROM THE Mftm 4Anc6ma* 4466 Qn.0.4 /UapNtplla•Afmp.(F7 4 WA WA 2mum e10 0. 9406. N11 4 mS I=018 95 ms 12400. tmw ANCHOR CAPACITYTABLE. WA WA WA 914 114 NIA WA A WA 1492ma 4Anabn#1.96- MhO.C. I F421p(FS. 440ma 7000. WA WA me 440018 O8. 420me 6008 NOTE FOR THE OFFSET CLIP. USE THE S AME A51r unta *Alr c w, Sun ..,. .,s..... _ _ _ -- _ IA WA 6. 840 ma 172oms -^'� 1.000• f-- FIGURE • 0 1: 0 0 FIGURE 2: • • FIGURE 3 FIGURE 4: FIGURE & FIGURE I& • • • TABLE NOTES: o o o o • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE U-0 P-1-0 SHEETS 2.4 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 8: FIGURE 8: FIGURE 7: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CUM MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, HOLES MAY BE DRILLED IN THE FIELD • • . • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • • 4) SUBSTRATES: CONCRETE SHALT- CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE • BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G80. WOOD SHALL BE PRESSURE -TREA TED YELLOW SOUTHERN PINE ANGLE CLIP (FIGURES 588) MUST BE USED IN PAIRS WITH AN SO OF 0.86. ALUMINUM SHALL BE8083 -TS AND BE A MINIMUM OF.1�° THICK. STEEL STUDS TO BETA GRADE 33 AND .046• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 128• THICK AND A38, ALL ANCHORB INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERW j� i i i i i i i �Y. * No.58705 A . 0 • 8 TE OF ; •`j I. .............oP �� • ��; � IA�- A LYNN �L ILER `P E FL P.E.# W705 W in eob 70b 00b 00tn tao in 12D b 1otm teab 1$8°>< n1w Tom. Ttealifen0. �ugp6 R Tieptfdanp, Raafm�&dv T t Tr�lfitmig. LomBgg I-Da 0 t.4adttm �4 Laaam L-ft L t. LoadiaD immng 3.188 ": Loaft Jw Alm Tulmmull if 11 1 11 ,I Tml i I Tit, i :�lj [,1, 17 421a I A!LI e FIGURE 1: n2: FIGURE 3: ANGLE • CUP MUST Eo e III BE USED IN PAIRS. FIGURE * FIGURE 8: FIGURE & I . TABLE NOTES, Pp-)X \ MULLION CAP. ,,„ ,/ 'ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' C0RRE8P0NDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MNU M ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND (MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DRMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 361 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNR (CMAU) SHALL CONFORM TO ASTM C 80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8083 -T6 AND BE A MINIMUM OF . 128° THICK. STEEL STUDS TO BE A 1006" (MADE 33 AND 046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEA81 .12r THICKAND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL REVISED `:�•��'.• SCENSF '• FOP ��: * ' No. 58705 In ST /ONAL �C?: A. LYNIVtICI�i(�R P E FL P.E.6 B8705 I IwLC VA FIGURE 1• • 00 p 0 oe o o eo • FIGURE b: FIGURE 2: FIGURE 3 • oe • • oo • 0 0o O O eo O o eo o • eo • FIGURE b: FIGURE 4: • 00 • • oo • • oe • FIGURE P FIGURE 8: FIGURE & FIGURE 10: ANGLE CLIP o • • • e e • o o • (FIGURES 6W) • o •• e e o o e • MUST BE USED IN PARRS. o• •• oe • ee • TAME NOTES: -ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. BE FACTOORY�MACHINED AND CONTAIN UNUSED DHOLES. HOLES MAYBE DRILLED W THE SFELD FOLLOWING DWENSIDO SHOWN A SHEETS 18-20. ON 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FLLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF O.W. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .12F THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .048• THICK (1S GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12V THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, r X 4• X 2b• MULLION �4 �x `� 11111 UY `1 No. 56705 tn5l ST "C �� ••. fT.OR10P•'�G'�.� I�`,S�,S /ONAt -o, A. LY'OMILL'E`R, P.E. FL P.E.# Sam _..- -- -- eawewcaw -- FNWCMU PT Arab Type 9ne ewouaram wEOeummm sn uftmm 9f rmwubwm U4•EkouWMM ur 6s F7ao H18' oo0 1P1•s6 Eleo al0 slam ot2smm sizstem Fayeaelm m r avr r z 1rr acre A(�e0mor umw,a. Aq({refiata 8erowtCie) Sorewto8y Soraw(oB} EmDer4nmu Oak 1•ak• 1.974' r z ur r z ux r z ire• a o.�• asr aszs FIGURE 2: FIGURE 3 • oe • • oo • 0 0o O O eo O o eo o • eo • FIGURE b: FIGURE 4: • 00 • • oo • • oe • FIGURE P FIGURE 8: FIGURE & FIGURE 10: ANGLE CLIP o • • • e e • o o • (FIGURES 6W) • o •• e e o o e • MUST BE USED IN PARRS. o• •• oe • ee • TAME NOTES: -ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. BE FACTOORY�MACHINED AND CONTAIN UNUSED DHOLES. HOLES MAYBE DRILLED W THE SFELD FOLLOWING DWENSIDO SHOWN A SHEETS 18-20. ON 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FLLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF O.W. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .12F THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .048• THICK (1S GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12V THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, r X 4• X 2b• MULLION �4 �x `� 11111 UY `1 No. 56705 tn5l ST "C �� ••. fT.OR10P•'�G'�.� I�`,S�,S /ONAt -o, A. LY'OMILL'E`R, P.E. FL P.E.# Sam 10A ReoTenglOar TleplTtiang. Reel 2x8xJ5 Im•re Waft Is MUMOn10 fill'i I 0 ArlclorCaP Patterns QP"b g Width 701n r ToaArAbm& Redww&r I TiepTdm@, Ref L0� L�9 loa•ip L Gobi OD In - 10D i2D In 10 Im in r Tmp/0img. Ram TrepTtlang, TiIllang, TiaRriBmtp. T RaNpg Ttap/rAmlg. Lomn9 Waft Loffin8 LW*o Loe�fg loecDnp LoamOB Laafa Loaft LaaQOp L.'M If rill 1lf 111 11 lorapl awlbs I 390 ft FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE II: FIGURE 10: FIGURE 11: • oe o • eo • • oo • • oo • ee •e • oe • ee. 0 0o O O eo p o 00 0 • eo • •o •• p oe • 00 O oe O O ee O O oe O • oo • o• •• O oo • o0 o ee ♦ o eo o • oo • ♦ o • •e •• • eo • FIGURE @ FIGURE 8: E 7. • • • • • • • • CLIP • • • • • • • • g(�� MAST BE • • • • • • • • USED IN PARS. waa.nana %,AYA1i11 T AUJUDTNIENT FORMULA: (DP—)x {ANCHOR CAP. ,,,,,a,\ aANCHOR CAP. MULLION CAP.,a,,,s, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQL MENTFORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. r 1 MAN 26 WA WA WA wA t0A NIA 1 IJtA 28808u 04 ms 1 740 ms 488 ma 88a Its ttea ma m We 42O103 Man WA 833 ms MA wA N!A e58 800 eta 1120 ma 9e TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 12.000' —•-1 BIdI CoAe /� t�NremS PredBOt �A71111lf1 // /� �`2:,. •'•�•Q wu & I F1Ial CMU I PTiNopl I Anelt4rlyPac 3%8• Elw Ulbaaan UC Ebo Ummen efl sNe• &bo UOaaeen u4• Elm Utteaa, u4.88 Ems 8718" E1oo u4.88 FOeo •t08teal Fla 8tae1 O12 seas! Eege Dktmge(mk r Z•ur r &1tr 3.18' +� ��)O • GOOOIFFF c SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN 8G OF 0.68. RBOtafiemr Umeoon ftwaGow 80ldto(C� BOleSV (p81 BWeW (G8i Em(lek 1.314' 1310• 1.114" t.arr a r a-ur e_ate. .emu.,. 1• 2•Va' ..,.. ...» r __._ 3•u8` ..._ r ._ OA8• a84+ 0.ste` lorapl awlbs I 390 ft FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE II: FIGURE 10: FIGURE 11: • oe o • eo • • oo • • oo • ee •e • oe • ee. 0 0o O O eo p o 00 0 • eo • •o •• p oe • 00 O oe O O ee O O oe O • oo • o• •• O oo • o0 o ee ♦ o eo o • oo • ♦ o • •e •• • eo • FIGURE @ FIGURE 8: E 7. • • • • • • • • CLIP • • • • • • • • g(�� MAST BE • • • • • • • • USED IN PARS. waa.nana %,AYA1i11 T AUJUDTNIENT FORMULA: (DP—)x {ANCHOR CAP. ,,,,,a,\ aANCHOR CAP. MULLION CAP.,a,,,s, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQL MENTFORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. r 1 MAN 26 WA WA WA wA t0A NIA 1 IJtA 28808u 04 ms 1 740 ms 488 ma 88a Its ttea ma m We 42O103 Man WA 833 ms MA wA N!A e58 800 eta 1120 ma 9e TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 12.000' —•-1 BIdI CoAe /� t�NremS PredBOt �A71111lf1 // /� �`2:,. •'•�•Q SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. & `�� VCENSp �. 2) LINEAR INTERPOLATION BETWEEN ULU LENGTHS AND/OR OPENING WIDTHS IS ALLOWASLE. 3) MULLION It 55705 AND MULLION CLIPS SHOWN ARE NOT TO SCALE 20. FOR EXACT DIMENSIONS, SEE SHEETS 18 _: No. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1$_a •: A 1 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD +� ��)O • GOOOIFFF c SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN 8G OF 0.68. '�'� FI ALUMINUM SHALL BE 6083 -TS AND BE A MINIMUM OF .125 THICK STEEL STUDS TO OR1Op • G�� BE A MINIMUM GRADE 33 AND . 048' THIOK (18 GAUGE). STRUCTURAL STEEL TO ��!.``ss /pNA1- �'• BE AT LEAST . 126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r X it x w A. LYNN nBLLtn P.E. MULLION FL P.E.0 WM TABLE 11A Anchor CUP Paftrm � Amhm'TNrpel svts� t]ao Ilitamen � vs mo taaxun � °^„�,,,,�° � 1We• film t6aemm � sra• taw um� �ur>ts �� sN8' aoo � va• sa �� mo sad � a>z amp � 612 amet FIGURE 1: ANGLE CLIP MUST BE USED IN PARS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON MEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFM*noNS. HOLLOW AND GROUT•FLLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN FINE WITH AN SG OF 0.$B. ALUMINUM SHALL BE 600345 AND BE A MINIMUM OF .128' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 046' THICK (1B GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126• THICK AND AML ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL Im'm) X t MULLION CAP. j ° ANCHOR CAP. ,, USE THIS FORMULA To OBTAIN THE ANCHOR CAPACITY REOUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE i i i R v �I5111Ittt D�Jx UNN * • • 140-58705 ��'•. tsT., r*,, � W A. L;u fidiWP.E. FL P.E.# SBM TABLE 12A SON 80 in 7010 am in 00 In t00 in — ...12010 140 In IW in Rlotwguim TiaW7rten& Re018 TmIVfA•p. Raatmtputaz I TiepTd®Ip TiapfMan& 3S8' 30 Ttny'fto. - TreWTiffit•, ! 1PeP Ttapifdtag Ta/p Lm�fi$ loa9nO Loaning lw 8re LomPtq Laamtq La aMg Lmmre towns L=ft Loa ttO 4o•M8 waft Loaft ua t• Lo 1111 SAY MULL Ci JITi I --r _Y I I ' ! IIh:, FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDrOR OPENING WIDTHS a ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 10-M ALL MULLION CUPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMEN810N8 SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECWATIONS. HOLLOW AND GROUT-FLLLED CONCRETE BLOCK UNIT (CMU) 8HALL CONFORM TO AS C-8D. WOOD SHALL BE PRESSURE- TREATED YELLOW OUTHERN PINE WITH AN 90 OF 0.88. ALU :INU: SHALL BE X83 Tb AND BE A MINIMUM OF .12V THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048° THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ,YtuT W WAVI I T AUJU•Tr=NT FORMUL L- �ANCHORCAP.,,,, ,) �) X :ULLION CAP.,a,„ ° ANCHOR CAP. — USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 30° BAY MULLION i r i �11N 11!11 //� �'�� • �,�CENSLc �'' :� �i * ' No. 58705 14lilt`t, A. LYNN MILLt7i, P.E. FL P.E.# WM Opening Width (for n ftm)orOPerdngHAtgbt(tDrt* pa,vdngnuftys) IN In BD In 7040 0061 sour we In 120• 140In ISO to 3.28"46 7 7Laadhy Uaft TLoaft L-aw Tlmmq Loatlng Lae ".ft T 1*11 AL fill 1111 if Jill[ H 1111 111jilil I If 11 1 it, if 11 III AW-ClIp Palms AncborCapacr4r Tabb ps) 2Tk Concr� 3.Sk Curio. lb0var C6l41 31'recoulb— --- T!1 3Mrmm Nftm IWEOro Mmou FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SFE:ET22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS L4 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIM MK M3. SEE SHEETS IM 1 &20. ALL MULLION CLIP" MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE TS LED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 1820. 4) SUBSTRATES: CONCRETE SHALT. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL IrFORM TO ASTM C e0 WOOD SHALL eE PRESSURE- TREATED YELLOW 30UTHERN PINE WITH AN SG OF 0 88. ALUMINUM SHALL BE SOlki T3 AND HE A MNBAUM OF.126• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 045° THICK (1S GAUGE} STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PAGHOK CAPACTT ADJUSTOIBNT FORMULA: (DP_) X \ ANCHOR CAP. ,, ,,\ =ANCHOR CAP. MUWON CAP. �„,a USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING 70 AN ACTUAL PRESSURE REQU82EN�N7 FOR THE OPENING WHEN R t8 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACTY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Y t I as camplyft whb am rhdds v . oNy * ft. 66705 it D� A t 3o tl �'• STA O : •`� A. L;;WM1L1%44 P.E. FL P.E.# 55705 /3333,, 1" X 276`X.866° MULLION 8003 -TB AUAL *SECTION Ll U-CLIP 6003-TO ALUM. .� X•SECTION 2X6 ANGLE CLOP 808.9 -T8 ALUM. X4MCTION .126' 5.6W` 3.12V CUT HERE TO .376• 376° - r _ CWATE F4:LP, BEE MW. E 338' MW. MIN DETA6 F, 8FFiEEET4 I .37 MIN. F� U -CLIP 8088.76 ALUM. 1.16° t I E USED FOR ALL I`X2AND p MIN. I'M 2.78"Ml3.LIONS. -- - -- - O.C. SHEETS b8 !8.312, 9 `- 0.312, (8.226°TYR TOPVIEW NUN STANDARD CLIP 6063.78 ALUM. TOPV6 W MW 6.800' -r{ 378° 376° II MON. I 1.16° + MIN. O.C. I 0.31r I B D 1 C OFFSETCLIP AW I 6063-TO A TOPPVIEW .740•- t•« -�-+3 388° MIN. 8003 -78 AU@7. A MULL ONLY. 8HEET e E TOPVIEW u-CLIP 8083.78 ALUM. 126` X 3.188"HE, 288° MULL ONLY. SET 12 TOPVEW E 2X8 ANGLE CLIP SOWMALUM. TOPVIEW TABLE B 12V X 3.186" X .288" MULLION 6083.76 ALUM. X- SECTION Mull Dimension (sheet 0) PeT Part # Mullion Std CUP ORaetCUP LLpip Angle CUP P X r X. 126° (6) 58806 i r 666243M 688611M 1" X r X.375- (6) eW= 1" X 276`X.866° MULLION 8003 -TB AUAL *SECTION Ll U-CLIP 6003-TO ALUM. .� X•SECTION 2X6 ANGLE CLOP 808.9 -T8 ALUM. X4MCTION .126' 5.6W` 3.12V CUT HERE TO .376• 376° - r _ CWATE F4:LP, BEE MW. E 338' MW. MIN DETA6 F, 8FFiEEET4 I .37 MIN. F� U -CLIP 8088.76 ALUM. 1.16° t I E USED FOR ALL I`X2AND p MIN. I'M 2.78"Ml3.LIONS. -- - -- - O.C. SHEETS b8 !8.312, 9 `- 0.312, (8.226°TYR TOPVIEW NUN STANDARD CLIP 6063.78 ALUM. TOPV6 W MW 6.800' -r{ 378° 376° II MON. I 1.16° + MIN. O.C. I 0.31r I B D 1 C OFFSETCLIP AW I 6063-TO A TOPPVIEW .740•- t•« -�-+3 388° MIN. 8003 -78 AU@7. A MULL ONLY. 8HEET e E TOPVIEW u-CLIP 8083.78 ALUM. 126` X 3.188"HE, 288° MULL ONLY. SET 12 TOPVEW E 2X8 ANGLE CLIP SOWMALUM. TOPVIEW TABLE B 12V X 3.186" X .288" MULLION 6083.76 ALUM. X- SECTION Mull Dimension (sheet 0) PeT Part # Mullion Std CUP ORaetCUP LLpip Angle CUP P X r X. 126° (6) 58806 666113M OW 11SM 666243M 688611M 1" X r X.375- (6) eW= 666114M 6N1'116M 666244M 866512M 1° X276" X.376° (7) 66507 665116M 6881120M 686246M 666513M 1 °X27WX.65( (8) 1 68808 686116M 6681121M 885248M 6MS14M 1" X 3.126° X .5° (0) 66637M 6051116M ONI114M I 686242M 688616M 1.wX&1wX.2Sr(12)j 68841M 6861117M 6681113M 68S241M 68S61SM 12O` X 2.11° X .126° (16) 1 (10370 N/A I WA I WA 6M617M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLE& E NEEDED, HOLES MAY BE ORJURD IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A fill 1X Dimension Value On) For Millen: A 1.626 1° Xr X.126° Alumb un Tabs Multion B 2•664 C 0.896 D 0.740 E .460 Min. A 1.126 1,XrX.378 Aluminum Tube MuNon B 2.404 C 0.636 D 0.400 E 0.460 A 1.878 1" X 2.76"" X .376 Aluminum Tube MuMcm B 3.000 C 0.757 D 1.118 E A50 MbL A 1.312 1 °X278 °X 'er Akm* m Tubs MUMM B O.Ow C 0.475 0 0.838 E 1.450 MbL A 2.OW 1" X 3.126° X .800° Alum Tube Mull B 2.637 C 0.883 D 1.137 E .460 W- A 2.025 1.26°X3.188" X 2W Alum Tuba MUD B 3.x'1 C 0.862 D 1.782 E .460 Min. A 1.813 1.28° X211° .921° Alum Tube MUD O : No. 68705 i (( 2,E r A( A. LYNN M I ',P.E. FL P.E.# 66705 4 o , 7� I labil Of 11 1 , !"/11 zr 4--.> *-4 NOTES: 1) ALL MULLION CLWS MAY BE FACTORY MACHINED AND MAINCONTAIN UNUSED HOLES NEEDED. HOLE8 MAYBE DRILLED IN FOLLOVNNG DIMENSIONS 6W ON THIS SHEET. 2) SEE SHEETS 2.4 FOR GD ERAI. INSTALLATION METHODS. r I I U MIN. n I � (B�'-0 312' O.C. I H O I O 0. OFFSET CLIP 000,478 ALUM. TOPVM P� lot f. .938• I NX F 0.226' U-CUP 6003 -TO ALUM. USED FORALL 1' X 4' MULLIONS. 51:190 10511 TOPVIEW TABLE C TART F r1 R -8. 37N. MIN. 376 0.312' MIN 2X6 ANGLE CLIP 6063-TO ALUM. TOPVIEW Dimension CREATE F-CUP, SEE For Mullion: i 3.087 1'X4'X.12W Alumiman Tube Mon I DETARF,SHEET4 1.0000 H 2.SSG F 3.187 1 °Xd X.378 AknInIml Ttnbe Muma1 O 0.757 �O.C. �� 2.430 1 2.813 30' Bey lU F 2.878 14W Bay Mull I 0312' 45 Degree (17) I 08800 - - - WA WA - - - F 0 I Q -0 I O STANDARD CUP 0083 -T8 ALUM. TOPVIEW r I I U MIN. n I � (B�'-0 312' O.C. I H O I O 0. OFFSET CLIP 000,478 ALUM. TOPVM P� lot f. .938• I NX F 0.226' U-CUP 6003 -TO ALUM. USED FORALL 1' X 4' MULLIONS. 51:190 10511 TOPVIEW TABLE C TART F r1 R -8. 37N. MIN. 376 0.312' MIN 2X6 ANGLE CLIP 6063-TO ALUM. TOPVIEW Dimension Value On) For Mullion: F 3.087 1'X4'X.12W Alumiman Tube Mon C 1.0000 H 2.SSG F 3.187 1 °Xd X.378 AknInIml Ttnbe Muma1 O 0.757 H 2.430 F 2.813 30' Bey lU F 2.878 14W Bay Mull mull Dimension (d_t6) PGT PartP 'NWlllon Std. dip Offset CUP "Up Angto dip 1' X4' X.12V (10) 09384 WB111M GM122M 6OR41M 665618M 1' X4' X.376' (11) 00910 668112M 61123M 058242M 668519M 30 Degree (10) 00049 WA WA WA 0m110M 45 Degree (17) I 08800 WA WA WA 0086111M q 271' MIN. O.0 (BAY MULLS) Q 3.00' MIN. O.C. (1' X 4' MULLS) if . tttnlll�y LyNN 4f, 'ic NO. W706 pit, 01117 ��'• ,FCORtOP••�C9 A. LQ14 NMLEW P.E. Fl. P" 58708 TABLE E Mull Dimension (sheets POT Part # 1 Mullion Std Cilp Ud21p AngleGitp 2°X4rX.28r(13) 1 688271M 6=112M 2* X (r X.W (14)1 ,0 688282M g6gL72M I 66f113M � • I-' . II• qr MAY BE DRILLED MELD FOLLOWING DIMENSIONS Gfm ON Imo SHEET. SHEETS 2) SEE METHODS. 02.00WIP I MULUON GMTOALUK XSECTION . i i i i i i CUTHMTO 3.600' CREATE FCUP, 37.6r C I _ SEE DETAIL F. MIN. I SNEET4 I V 1.71G MK O.C. - — 0 31Y O n STANDARD CLIP 8083 -T8 ALUM. TOPMEW 6.SOG �+-- MrIE11BTO -a I I SEEATEFCLIP. .976° MOJ. I r _ SEE NAIL P. 1 SHEET r MW 1 1.716• I Mw.O.a jl \Yr� -F 0.312' YX8rX.2C MULLION 8083- TOALLOL X.SEC ION O 1 2.820• `- STANDARD CUP 6083 -TB ALUM. TOP VIEW 1 OI0 I —t- 0!0 I I .376' T ° MIN.O.C. UCLIP 8W3- TSALUM. USED FOR r X s• ro r1a TOP4&w I 8.000° - -� 2X8 ANGLE CLIP 0003-T8 ALUM. TCWIEW PRODUCCREVIM ju 8Y -� N0.56T05 mo o' a TfsrTrAO'F J? tt��11 1 A. LYNN MILLER r P.z FL P.E# 68706 0yr 378 - -&W MIN. O.C. MIN. ,0 o 1.944' I 0 312' OO 11 3.438' t -- © - - - --- 3.438' L O 0�,; MIN. MIN. 83T MIN. O.C. U-CLIP 2XS MOLE CLIP 6083- TBALLIM 8003- TOALUR USED FOR 2'X4' TOPVEW MULLITOPVOcIN ON. BNEET 13 1 OI0 I —t- 0!0 I I .376' T ° MIN.O.C. UCLIP 8W3- TSALUM. USED FOR r X s• ro r1a TOP4&w I 8.000° - -� 2X8 ANGLE CLIP 0003-T8 ALUM. TCWIEW PRODUCCREVIM ju 8Y -� N0.56T05 mo o' a TfsrTrAO'F J? tt��11 1 A. LYNN MILLER r P.z FL P.E# 68706 EXAMPLE 1: SINGLE VERTICAL MULLION BEE M2A wN L90 M Sig DETANA SHEETS -2-3 HO�WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-110 THE OPENING REQUIRES A DESIGN PRESSURE OF +00.01.00,0 PSF. 1) INITIALLY ASSUMING THAT A I- WIDE MULLION IS SUITABLE THE MULLION LENGTH IS 72• AND THE OPENING WIDTH IS 32+32+1' -W. REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2 -1W AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60A1-80,0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A. SHEET 7, THE 1' X 2.713• X.370' MULLION ( LENGTH -.72'. OPENING WIDTH - M MEETS THE DEPTH REQUI RED. HOWEVER THE DESIGN PRESSURE IS 0-W3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1'X WS' X .8W MULLION (LENGTH - 72, OPENING WIDTH - 7n HAS DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLCATICN. NOTE THE ANCHOR CAPACITY REQUIRED OF 030 LSS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REWIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIP WITH (4)$12 ANCHORS AND THE 2X6 ANGLE CUPS WITH (4)@12 ANCHORS HAVE A CAPACITY OF S40 LBS. THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MILLION. IN THIS EX AMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-0.0 PSF. THE OVERALL MULLION SYSTEM WAS DEM MONEO TO BE 727 PSF WITH AN ANCHOR CAPACITY OF 636 LOS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X 636LBS 824.0 LBS (MAY BE USED TO QUALIFY 010 STEEL SCREAIB FROM TABLE 48) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-M. THE OPENING REQUIRES A DESIGN PRESSURE OF+Mof0 8$.0 PSF. FOR THE VERTICAL Mtn t gnu. 1j INITIALLY ASSUMING THATA 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32+72+l"orAND THE OPENING WIDTH S 3' +38+1' -73. REFERENCING a* 22, THE COLUMN USING RECTANGULAR LOADING $HALL BE USED. SCAN THE MULLION TABLES FOR A MUUJON THAT LSAT LEAST THE WINDOW FRAME DEPTH OF 2- °AND WILL EXAMPLE 2: MULTIPLE M ULUONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01 -M 0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SD_ USE THE NEXT LARGER BIZ£ AVAILABLE. IALLWOH FROM TABLE 3A, SHEET 7, THE 1 -X 275' X 375° MULLION (LENGTH -1W. OPENING WIDTH - On MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9!6 SHEET 13. THE 2' X 4- X .28V MULLION ( LENGTH -108'. OPENING WIDTH - On HAS A DESIGN PRESSURE OF 0-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 IS& BEE DETAILS, FENESTRATION SF 2-3 BECAUSE IT IS NOW KNOWN THAT THE W WON WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH 18 3S +3B' +2' 74. NOT 73 AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENNQ ALTERNATIVELY. THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APiROVAI THE 73' DIMENSION (3B- 1/(+35- 12+2' -73'). I j 2) USE TABLE 08 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE OONCWM SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED VEIdVALI I CONCRETE HEADER AND SILL ARE S' WINE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE S , CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. - ' USING THE STANDARD CLIP WITH (S) 3H8' ULTRACON ANCHOR AT AN EDGE DISTANCE OF 2 -1f2' GIVES AN ANCHOR CAPACITY OF 1�0 LB8 WHICH IS TER, APID —GGG SEE � TAP ~ THEREFORE SUTiABIF. FOR THE REQUIRED ANCHOR CAPACITY OF971LOS. OPENING g DE'fA0.S. OfifAB.6, SHES7823 SHEET$ FOR THE HORIZONTAL MULLIONS: HEIGHT H� BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X . 280' MNLL�N, IN 7788 EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN, 1) THE MULLION LENGTH IS WAND THE OPENING HEIGHT IS 32+72+2' -108'. REFERENCING SHEET 4 THE COLUMN USING TRAPEZOIDAU TRIANGIAAR LOADING MAY BE USED. FROM TABLE SA, SHEET 13, THE 2' X 4' X IV MULLION (® LENGTH - 42', OPENING HEIGHT- 12n HAS A DESIGN PRESSURE OF 0-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF MI L.R. SEE 2) USE TABLE 8B TO I'= THE ANCHOR TYPE. ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE CMU JAMES ARE 8' SHEETS WIDE. IF THE WLUON CLIP WERE TO BE CENTERED WITHIN THEW. CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USINGTHE 2X6 ANGLE CLIPS WITH (4) 3HS' ULTRACON ANCHOR AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH 18 GREATER. AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 621 LBS. LIPENINGWIDTHFOR 4) FOR THE U•CUP IN THE HORIZONTAL MIIWON TO VERTICAL MULLION. USE THE SAME M92- OR CAPACITY OF 621 LBS. TABLE 0B FOR THE U-CUP SHOWS THE ANCHOR EN USING 3 ANCHOR. WHICH IS (GREATER, AND THEREFORE SUITABLE. FOR THE RE ARRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS. THE VERTIGLLGNILL ANCHOR TYPE 18 A612 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: + 1-84.7 PSF FROM THE VERTICAL MULLION; + 1-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU; N- -170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION IgNTISMO110N). THE LOWEST DESIGN PRESSURE IS +W.7 PSF AND WOULD APPLY TO ALL OF THE W WONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH 71418 MULLION SYSTM THE LOWER DESIGN PRESSURE, OF MULUONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REWIRES THAT THE BOTH THE MUM AND THE FENESTRATION PRODUCT B£ INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPEC1IVE SUBSTRATES AND FIBNES M71ON PRODUCTS TO MULLION. lx � *"oCENSF * NO.58705 �i't� •. RLOR110' Cy A. LYNNIICI}UK P.E. FL P.E.O SIM h � { ! J i 1 � • � . . ^ = -_III I __ -_.. it t r I L u 'Lee i MON gp � SMS u • \` �1��`'L. • ) � PLIES • • •/rev " K • A k r Project Nm: V b .... Project Ntutt: Architect's actkm on this sWxnktsl: 10 EXCEMM UM 13MOMMM E3uPLaWWVW QMtECiEf1 TAKEN This review is o* fat Me general conforrwCe with the design conces of the proied and general compliance with the iotormation given in the Contract Docurttnts. Corrections or comments made on shop drawings do not absoha Contractor from compliance with the requirements of the drawings and specifications. Review of a Specific item shall 0 irrcbfe approval of an Wsembly of which the item is a component. Contractor is responsible for dim to to confirmed and correlated at the WAIIII. inbrma W that Bins solely to the fatxitation processes or to the mum and methods of construction; coordination of the work of all try: and for ped mhin g all ypk in accordance wlth apfhl e DAtE 8.1......:?Y Building Center !1C laml,Ft. MIAMN COUNTY, FLORIDA YW PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCE 7ANCE (NOA) www.ml a mldad o- r MO Technology Drive Nokbmis,.FI 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 and accepted by Miami-Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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. DERCREMUON: Series "PW 701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact" sheets I through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by. Anthony Lynn Miller, 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 Section. 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, model/ series 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. ADVERTLSEMENT: 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 No. 10-0504.05 and consists of this page 1, evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. rll�,attna u NOA No.11- 1118.15 f D� Expiration Dater February 19, 2014 Approval Date: February O2,2012 �1411 Page 1 PGT Industries NOTICE OF ACCEPTANCE: * EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-- 1105.01) 2. Drawing No. 4259-0 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10 /18/11, signed and sealed by Anthony Lynn Miller, 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 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC 2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04/2111, expiring on 04/21/16. 2. Notice of Acceptance No. 11-0624.01 issued to E. L DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC-201 0, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2: Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 940; 1- Jaime D. Gaston, F. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61 G15 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. . (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10- 0504.08) S. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504. 08) 6. Laboratory compliance* letter for Test Reports No.'s FTL -3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. O Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E -2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE A. DETERMINE THE PRODUCTS MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEEP. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS N0T BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. S. REFERENCES: TEST REPORTS. FTL -3835 & FTL -3850. NDA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE — FLEX), "I/AF&AA NDS 005 FOR WOOD CONSTRUCTION, ADM -2005 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). B. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 44-1/4- VISIBLE LIGHT S. '12-7/8 - MAX. g MAX. O.C. A fA 2 1/4" ISIBLE LIGHT 96° 12 -7/8° I FLANGE MAX, TO FLANGE T1 1 I 6° _j 48° FLANGE 4 MAX. TO FLANGE 8 TYPTYP FANGED FRAME ELEVATION FRAME ELEVATION ZESTED UNIT) --I WIDTH F— ---I WIDTH I- 3: L FBC UPDATE NOA DRAWING TABLE OF CONTENTS GENERAL NOTES ........................I ELEVATIONS. FLANGED ........ ...... 1 ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS .......................2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED ....2 INSTALLATION. INTEGRAL FIN ..... 3 CORNER ASSY, INTEGRAL FIN.. 3 INSTALLATION. FLANGED .............4 CORNER ASSY. FLANGED......... 4 INSTALLATION, MISC .................. 5 ANCHORAGE ............................... 6.7 EXTRUSION PROFILES ................8 PARTS UST .. ..............................8 2° MAX. J "a. FIN TO FIN TYPTYP INTEGRAL FIN ELEVATION ELEVATION _(TESTED UNIT) A ER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY CENRO G THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. F+— WIDTH —�-1 �- WIDTH 5,o , —�{ F- WIDTH T �s WIDTH ----•I Fes— WIDTH WIDTH ---- -1 F•- WIDTH -•-I F+ WIDTH --I i+ WIDTH ---I T Ell _ C3 f t iL J i i N. VENICE, FL 34279 P.O. BQX 1529 NOKOOAS, FL 34274 ALUMINUM PICTURE WINDOW, IMPAC iriyYOtt Barnet T3 7 m 8 ' Ma PIw7o1 N 42694 N-4 LYNN 4f'',''�i * . No. 58"5 * = STOF OF SIONN6 �L�iy1�R� ppp6dli�.E. P.E.y 55705 45 -1/4" VISIBLE LIGHT 2' MAXI. 5° MAX. 1 O.C. 0 T C C 98 1/4° _ FIN TO FIN � 5° MAX. O.C. I \ \ 93-1/4 - VISIBLE 96" I LIGHT 1 I NOA DRAWING TABLE OF CONTENTS GENERAL NOTES ........................I ELEVATIONS. FLANGED ........ ...... 1 ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS .......................2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED ....2 INSTALLATION. INTEGRAL FIN ..... 3 CORNER ASSY, INTEGRAL FIN.. 3 INSTALLATION. FLANGED .............4 CORNER ASSY. FLANGED......... 4 INSTALLATION, MISC .................. 5 ANCHORAGE ............................... 6.7 EXTRUSION PROFILES ................8 PARTS UST .. ..............................8 2° MAX. J "a. FIN TO FIN TYPTYP INTEGRAL FIN ELEVATION ELEVATION _(TESTED UNIT) A ER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY CENRO G THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. F+— WIDTH —�-1 �- WIDTH 5,o , —�{ F- WIDTH T �s WIDTH ----•I Fes— WIDTH WIDTH ---- -1 F•- WIDTH -•-I F+ WIDTH --I i+ WIDTH ---I T Ell _ C3 f t iL J i i N. VENICE, FL 34279 P.O. BQX 1529 NOKOOAS, FL 34274 ALUMINUM PICTURE WINDOW, IMPAC iriyYOtt Barnet T3 7 m 8 ' Ma PIw7o1 N 42694 N-4 LYNN 4f'',''�i * . No. 58"5 * = STOF OF SIONN6 �L�iy1�R� ppp6dli�.E. P.E.y 55705 Fin std {, .._.__^s Maximum Design Pramum(; / -p" 71"uA a 3Am- .0Iiam.3A$m 7 /" �$m$AMW- 7 Hs AAGAM•SA6A- .MM -3AS a OT 10, Mm" FRAME SHOWN) Qn) 24 4 30 42 10 84 60 67.876 SI.W6 38 80.0 80.0 no 80.0 no 80.0 MO 8D.0 no 48 no 80.0 80.0 80.0 80.0 80.0 no 80.0 no 6D 80.0 no 80.0 80.0 80.0 71.1 71.1 84.0 04.0 87.878 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 82.1 72 80.0 80.0 80.0 80.0 78.3 71.1 64.0 04.0 78.8 80.0 80.0 no 80.0 76.0 70.0 64.0 04.0 84 80.0 80.0 8D.0 74.3 68.3 0&0 71.1 a 86.3 80.0 80.0 80.0 73.6. 67.4 62.6 71.1 b 88 80.0 no 772 84.7 882 80.0 108.7 80.0 80.0 72.3 88.3 no 120 120 80.0 80.0 me 128 128 �80.0 no 146 ft ww d V Maximum Dealgn P7essu7e(+I-psn 7A$t"b 3AW- .090FA-V w 7A $&wWlm3AWMP- 7ASaR- 3Aaa- .MM.SAWS A" or e" Dlm9tmion FRAME SHOWN) ) 4 7/10- M SPACE 38 42 48 84 1 00 SI.W6 30 80.0 no 80.0 00.0 80.0 no no no 48 80.0 80.0 no 00.0 80.0 80.0 80.0 no eD 80.0 80.0 80.0 no 60.0 71.1 71.1 04.0 07.878 80.0 no 80.0 no 80.0 71.1 04.0 82.1 72 80.0 80.0 80.0 80.0 80.0 71.1 04.0 70.8 80.0 no no 80.0 no 71.1 04.0 84 80.0 80.0 80.0 no 60.0 71.1 a 8&3 W.0 MO 80.0 80.0 80.0 71.1 b 88 80.0 no no 80.0 80.0 108.7 80.0 80.0 no no 120 80.0 80.0 me 128 80.0 80.0 no 7/16- LM ragas ROMMN. 3/16• AM SIRE! Re M 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/16• Lu GLASS RORINAL -1/16- tAea aASS RDII@IN. 030. 0KEWS BOViUM OR 7/10- M SPACE wrauA1'ER RAI�MUEt s /16• aRRt<AtEO pR e1EAT G1ASS 3/10• tE mum Gmw 11 16- ROY. mm A" A" & "B" DIMENSIONS MAY DIM. BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r- "B" DIM. - -►I \ T "B" DIM. DIM. -1-1116- \\ 148 800 80.0 1 -1 /16" LAMI I G GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOTES: (INTEGRAL FIN FRAME SHOWN) 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 148" NOR CAN THE WINDOW AREA EXCEED 32Fr. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL. WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH MID HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A- AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SWEET). HS CAP 7O TUP FOR JO' RLU 70 TECHNOLOGY ORR i. VENICE. FL 34278 P.O. BOX 1629 NOKOMIS, FL 34274 2 a 8 1 42694 Al LYNN Q/4�i��' �''� : ' �CF.AISF '• :� * ' No. 68705 v6'T PAW �/ONAl100' %% A. Lyme 1 58O�, P.E P.E. 8670$ 4 IIINSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FR 131° (1/8' X 2 -1/2' NAIL. WITHIN 2' OF- CORNERS AND 5' O.C. 11 MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING 2X WOOD BUCK OR FRAMING 1 4 1/4' MAX. SHIM - . I 2X WOOD BUCK OR FRAMING —"I '— / "MAX. SHIM r SEE ANCHOR I GUIDELINES, 1 13 8 13 1 INTERIOR .375" MIN. EDGE DISTANCE 131' (1/87 X 1 -3/8' MIN. .375' MIN. WITHIN A" OF EDGE DISTANCE CORNERS 5' O.C. 11 18 22 17 21 10 EMBEDMENT O oR O �O� MAX, VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C INTERIOR SEE ANCHOR GUIDELINES, SHEET 8 ZEMBEDMEW 1 1//44" SHIM SHEET 8 2X WOOD BUCK OR FRAMING VERTICAL SECTION D —D NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. rr,�ra: r =r4 M TECMOLOCY Om I. VENML FL 34278 P.o. 8QX 1529 NOKOMIS, FL 34274 /1,� EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY ALUMINUM PICTURE WINDOW IMPAC P*m BITS 3 a 8 4269.4 PROD=REVISED Bulift Colo aomvlylns wIw tan Ftm�1a AAa W I4 II LYNN F' ••ceN••:�P * ' No.58705 rA o di "',S9 /ON1A% -'V,\" a LI Mt@ei)� P. E p 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 11 MAx. WINDOW HEIGHT , MAX. VISIBLE LIGHT OPENING SEE ANCHOR GUIDELINES, SHEET 8 L2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B 80° CORNER ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY /- 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 NOTES > �I 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 11111 i 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2 °. 1X W000 LYNN 'ii�� BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR ��r' �10ENSF''•. GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORny HAVING JURISDICTION. N0.58705 ••, �t o 1 !1 rL� J.J. 10/18/111 0 MO CHANGE THIS SHIEST Jrz 3 sr /:o c 1 7 = M IINSTALLAnON FLANGED FRAME I ' ctoRlop.• G�� Imm D" dc`s' ...... P.O. eQX 1529 ALUMINUM PICNRE WINDOW IMPACT NdCOM13, FL 34274^ s eta w: V �.• A. LL,�ii R�1 P.E. RK 7ff4W PVW:O! NT8 4 -, 8 42584 � P.E 56708 SEE ANCHOR GUIDELINES 1X WOOD BUCK 1/4' MAX. SHIM SHEET 7 1/4° MAX. SHIM SEE ANCHOR GUIDELINES. MIN. CONCRETE 2 13 SH 6 2 IN. CONCRETE KSI 161 PER :.' SEE SHEET TYPE, " )INTERIOR 13 ER ANCHOR TYPE, SEE SHEET OR 1.5 KSI OR 1.8 KSI MIN. CMU MIN. CMU r=1X WOOD BUCK 1/4" MAX. SHIM -: 2 ' D SEE G IDELINESR SHEET 7 c 11 18 O f7 O 10 13 MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A SEE ANCHOR GUIDELINES, SHEET 8 L2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B 80° CORNER ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY /- 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 NOTES > �I 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 11111 i 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2 °. 1X W000 LYNN 'ii�� BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR ��r' �10ENSF''•. GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORny HAVING JURISDICTION. N0.58705 ••, �t o 1 !1 rL� J.J. 10/18/111 0 MO CHANGE THIS SHIEST Jrz 3 sr /:o c 1 7 = M IINSTALLAnON FLANGED FRAME I ' ctoRlop.• G�� Imm D" dc`s' ...... P.O. eQX 1529 ALUMINUM PICNRE WINDOW IMPACT NdCOM13, FL 34274^ s eta w: V �.• A. LL,�ii R�1 P.E. RK 7ff4W PVW:O! NT8 4 -, 8 42584 � P.E 56708 MISC INSTALLATION DETAILS SEE ANCHOR SEE ANCHOR SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, GUIDELINES, GUIDELINES, FIN FRAME WITH SHEET 6 FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7 SHEET 7 FIN REMOVED FIN REMOVED FIN REMOVED 1NIE614@ INTERIOR !l�IOR INTEMOR 1X WOOD BUCK 1/4° MAX 1/4" 1/4" MAX. 1/4° MAX. MAX. SHIM L r SHIM SHIM SEEr ::•.: GUIDELINES 1 3/8° MIN. • °• EMBEDMENT GUIDELINES—.:. SEE ANCHOR .::. •:: s• : ,. .:..•. ; ;• f. SHEET 7 GUIDELINES..". 0. SHEET 7 MIN. CONCRETE KSI SHEEP 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 2X WOOD BUCK OR FRAMING • ' PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME EQUAL LEG FRAME FLANGE FRAME .(OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) PRECAST SLOPED SILL 2X WOOD SUBSTRATE 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY 1 -3/8" MIN. 1/4" MAX. SHIM 1/4° MAX SHIM EMBEDMENT 1/4" MAX. SHIM 1/8° NOM. MIN. EXCLUDING POINT WOOD BACKER X12 STEEL #12 STEEL 1/8- NOM. MIN. �q12 STEEL #12 STEEL .SE #12 SELF — DRILLING S DRILLING SELF — DRILLING SMS (G5) SMS (G5) SMS (G5) SMS (G5) im USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY & QUANTITY & QUANTITY, QUANTITY & SPACING AS SPACING AS SPACING & EDGE SPACING AS #12 STEEL #12 STEEL DISTANCE AS #12 STEEL SCREW EXTERIOR SCREW ;FRAMING 7Fy-36 /12 STEEL E T& ERIOR SCREW �lMIOR (SHEET 6) DARE APPROVED MULLION (SHEET 6) METAL SCREW FULL— LENGTH. WOOD (SHEET 6)� (SEE SEPERATE NOA) A36 ST KSI MIN. (SHEET 6) BACKED STT:EI. STUD STEEL STUD ALUMINUM: 6063 —T6 MIN. .125° MIN. WALL THICKNESS ALL GAUGE THICKNESSES Fy-33 KSI MIN. .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) BOTHER FRAMES SIM.) PR=CrRBVHW ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE STEEL STUD SUBSTRATE m�syla6�aa�nol+�m� 11_►{Iti t NOTE 1. - • m 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. d edeHmd¢clCorAld 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. 1X WOOD 11111111 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR `��V 1,YN Mj4 7ji�� GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING `� ....NSLc• JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 140.587 05 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. (Y` %� !`� W J J. 10 t8 1 r 0 NO CHANGE Ttbs SHFET tt STAttATION, FINNED FRAME �� . 6�LORtop • . �N To MCIOr— 1070 TECHNOLOGY D , FS ••.......•• J.R. 3 3t f0 C ri0 N. VENX:E. FL 34276 m� Taw WWII— P.o. eqx ts2s ALUMINUM PICTURE' WINDOW IMPACT %, SIONAL�V 1�271 I�FX13"1�7511� NoxoMls, FL 34274 s NT3 S �+ a 4204 p a LJd�I ®h �P.E NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND 'B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANGE THIS SHEET N. VENICE, FL 3427a P.O. BOX 1329 NOKOMIS. FL 34274 Arwhor .type Anahw Desadpdm I Substrata Head, Sill and Jamb Anchor Quantities Into Wood or Metal (AnchorTypes 1 -4) Mh Efted- merit #12, Steel screw Anoha Type 1.375 1 #12, Steel screw (am _ 3LL Stud 0r 33 0.324 .0481/1808 #1$ Steel screw M_ . Alum. 6083_48 'A' or "B' Dimension (b1) 24 1 30 38 0.324' 42 48 S. Pine 64 60 67.676 _ #14, Steel screw 08) StL StA 0r 33 i3 Anchor 1 2 3 4 1 2 3 4 1 2 3 4 1 2 1.375' +11112 114 410 SS CnlWex 1 _ S. Pbre - 3 4 1 2 3 4 1 2 3 4 1 2 3 4 38 Jamb 3 3 1413 413 4 3 4 3 4 3 4 3 4131413 4 3 4 3 4 3 4 3 4 3 4 3 4 3 He8&SM 2 2 2 2 313 3 31413141316 4 6 4 $$$ 6 8 8 8 6161 6 6 6 7 0 7 8 48 Jamb 4 4 5 4 514 5 4 6 6$ 6 6 5 8 6 615 6 8 b$ 8 6 015 8 5 6 5 8 5 Hw*SM 2 2 2 2.313 3 314 3 413 5 4 6 41516 6 5 .8 6 7 8 ale 7 all 7 6 7 60 Jamb 8 5 6 61816 6 518 6 616 8 6 7 61616. 7 8 7 6 7 6 7 6 7161 7 8 7 8 HwOSN 2 2 2 21313 3 314 3 413 6 4 5 4 6 6 6 5 8 8 7 6 7 8 7161 8 7 8 7 07.875 Jamb 8 6 7 81718 7 8 7 6 7 8 7 7 8 71717 8 7 7 7 8 7 8 7 817 8 7 8 7 HeaWSHI 2 2 2 21313 3 3 4 3,413 5 4 5 4 5 5 61516 617 6 7 6 716 8 7 8 7 _ a $ 72 Jamb 6 6 8 61716 8 6 7 7 8 7 7 7 8 7 413 1413 $ 4 6 41 8 7 8 7 8 Ole 818 4 1 3141 3 8 4 15 41 8 18 19 18 8 8 19 818 4131413 5 4 5 4$ 8 8 9 8 8 6 9 8 41 3 1413 5 4 6 416 91 8 1101 9 9 9 10 91 4 3 4 13 $ 4 6 41 10110112110 10110 12 10 4 3 4 3 6 4 ti 4 11 11 13 11 4 3 4 3 12 12 13 11 4 3 4 3 7 5 B 8 9 5 7 91718 7 9 7 8 7 917 6 61610 8 7 8 7161716 8 91818 8 8 8 9181918 8 8 516 6:17 8 7 8 7 0 8 10 8 918.110± 6 6 5 0' 8 7 6 8 10 8 9 8 10 8 6 8 6 _"817161 9 11 9 6 6 6 ' Width and Height dimensions may be reversed to locate anchor quanitdes on the table. If so, the Head/Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Heaftill 2 2 2,21313 3 3 78.8 Jamb 7 7 8 7 8 7 8 7 HeedIS81 2 2 212131 3 3 3 Jamb 7 7 9171617 8 7 HOR&SM 2 2 2121313 3 3 85.3 Jamb 7 7 9 7 8 17 9 7 Head1881 2 2 2 2 3 3 3 3 98 Jamb 8 8 10 8 9 8 10 8 Headism 2 2 2 2 3 3 3 3 109.7 Jamb 9 9 12 9 10 9 12 9 Head/s81 2 2 2 2 3 3 3 3 120 J'arb 10113110111110 13 10 Haad/810 2 21313 3 3 128 Jamb 13 11112111 13 11 Hea"Ill g22 2 2 3 3 3 3 14$ Jamb 16 12 13 12 1b 12 HeadlSis 2 2 3 3 3171 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND 'B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANGE THIS SHEET N. VENICE, FL 3427a P.O. BOX 1329 NOKOMIS. FL 34274 Arwhor .type Anahw Desadpdm I Substrata MM. Edge Dbtanae Mh Efted- merit #12, Steel screw S. phis 1.375 1 #12, Steel screw (am _ 3LL Stud 0r 33 0.324 .0481/1808 #1$ Steel screw M_ . Alum. 6083_48 0.344° 0.128" #1$ Steel sow (G5) A35 Steel 0.324' . 0.125' 014, Steel somw S. Pine 0.984 2 _ #14, Steel screw 08) StL StA 0r 33 i3 _1.37$° .048°!180' #14, Steel scrum (O6) Alum. 6083 -T8 0.361' 0.12ti #14, Steel screw ( A38 Steel 0.381' 0.125' 3 _1!4° Steal Ulheeon S. Pbte 1' 1.375' 114 410 SS CnlWex 1 _ S. Pbre - 1° 1.376' 4 5118° Steel Lithacon S. Pbre 1.28' 1.375' A" & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. A' � DIM. � r+ — 'B' DIM. —.i °8" DIM. Pw-M1 I NT51 6 a 8 1 42684 >.YN , t �oNs VNIU 4f1,"-,z .A••�'BTTE�� •W: ;O , A P OWA 6 r E P.E.# 58705 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145' AND HAVE AN AREA OF MORE THAN 3217r. 2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FUND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND °B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. N. VENICE FL 3427: P.O. aQX 1529 NOI<OA9S, FL 34274 Head, SM and Jamb Anchor Quantfes Into .Masonry (Anchor Types 6-7) Min. MIFL a Arlaha' Type SUWMIO Edge Embaa Dlataraa meat 6 °A' or 'B' melon (in) 1' 12V 30 38 42 48 54 8D 87.876 Arbo5 1' fflIe 14° 410 SS CreteFimc 8 7 6 8 7 5 8 7 5 8 7 5 8 7 8 6 7 6 6 7 38 Jamb 4 13 13 4 413 4 413 4 4 3 4 4 3 4 413 414 3 4 4 3 Head/8M 2 2 2 3 3 3 4 413 5 6 4 5 5 4 8 6 6 616 6 7 7 8 48 Jamb 5 4 4 5 8 4 b 514 6 6 5 6 5 6 8 b b 8 16 5 8 5 6 HeaMM 2 2 2 3 3 3 4 4 3 8 5 4 616 6 7 6 6 7 8 6 8 7 7 eo Jamb 6 6 5 8 6 5 6 6 5 7 8 6 716 8 7 6 8 7 6 8 7 8 6 Hea(Mill 2 2 2 3 TT 4 4 3 6 5 4 8 6 6 7 6 6 7 8 6 8 7 7 87.876 Jamb 71 610 7 8 61 7 7 S. 8 7 718 71 7 8 7 7 8 71 7 8 1817 Head/SM 2 2 2 3 31314 4 3 6 6 416 5 1 6 7 6 6 7 8 8 8 8 7 72 Jamb 8 6 6 8 71018 7 6 8 7 719 7 7 8 7 7 9 8 7 _ ig Q $ Head/Sill 2 2 2 3 313 4 4 3 5 5 4 6 8 7 6 8 8 4 4 3 6 6 4 9 8 719 8 8 4 4 315 5 4 9 81719 8 8 4 41316 8 4 10 9 8 10 9 9 4 413 6 6 4 12 1019 12110 10 4 413 6-15-1 4 13 11110 4 4 3 13112111 4 4 3 6 6 5 7 8 6 7 8 6 9 8 8 8 8 8 8 8 8 6 8 8 7 6 6 7 6 6 10 8 6 10 8 8 8 516 7 6 8 10 8 8 10 8 8 . 6 6 6 7 8 8 11 9 9 8 5 5 "�dth and Height dimensions may be reversed to locate anchor quakes on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. 76.8 Jamb 8 7 7 8 717 Head/Sill 2 2 2 3 313 84 Jamb 9 7 7 9 817 Hea"M 2 2 2 3 313 8b.3 Jamb 9 7 1710 8 7 Head/Slll 2 2 2 3 3 3 98 Jamb 10 8 8110 9 8 Hemd/SiU 2 212 3 3 3 109.7 Jamb 12 919 12 10 9 Head/S81 2 212 3 31 3 t20 Jamb 13 10110 13 11 10 Ream 2 2 2 3 3 3 128 Jamb 13 11 11 73 12 11 Head/SUI 2 2 2 3 3 3 145 Jamb 16 12 12 16 13 12 Head/SIU 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145' AND HAVE AN AREA OF MORE THAN 3217r. 2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FUND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND °B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. N. VENICE FL 3427: P.O. aQX 1529 NOI<OA9S, FL 34274 A° & '8' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. T– "A" �— '8° –�i DIM. PICTURE A° DIM. 'B° I IM. PYW70r I NMI 7 -1 8 1 4204 ritomwrRvam SR� * ' No. 58770055 '�••�' STATE OF -�[/� 0•c. ...AtoloP. /��/riS�ONAL %%" % A LyirfuMa11 . P.E. P.E® 88705 Min. MIFL a Aehv SUWMIO Edge Embaa Dlataraa meat 6 1/4° Steetll wn Ho6aaBloc(c 1' 12V 1t4° Steel Ubwon 171c Cote 1' 1.376° 6 11-C 410 S8 Creh&lu Hollow Block 1' 1.w 14° 410 SS CreteFimc &35k Concrete _ 11 .._ _. 1° _ 7 6118' Stem) Udeaoon W= Block I 1Jisi° 1 �° 5118° Steel Ubwon 3 Sk Comxete I 1.28' 1° -- A° & '8' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. T– "A" �— '8° –�i DIM. PICTURE A° DIM. 'B° I IM. PYW70r I NMI 7 -1 8 1 4204 ritomwrRvam SR� * ' No. 58770055 '�••�' STATE OF -�[/� 0•c. ...AtoloP. /��/riS�ONAL %%" % A LyirfuMa11 . P.E. P.E® 88705 23W .094" 0 f A vR C7 7 ZY 1.875" .wo, .062' .062 2.78e FLANGED FRAME O MAT'L: 6063—T5 DWG NO. 4253 97W .974" a 875 .975" ==4 U71 .047+ 16" S 1-1/16" LAMI I.G. GLASS BEAD INSTALL. FASTENER COVER AT 606 —T G MAT'L: 6063—T5 MAT'L: 6063—T5 Nf� 25 DWG NO. 4254 DWG NO. 4224 A rrW -t" # -PA0,IT # DBBCPJPTION In frame head, aM & jamb 2 s 421 64263 Fl frame head, sM & jamb 7 1r�l -8 �WIRK 1r8 x Quad PH -SMS stainless at" 7 010 SM5504 acryl-r rwrowjdrd sealant or 10 42" glass bead 4-1 4294 64951 13 /l I.S. glass bead M E 7 Vy )Vq rnWy b weatherstrip (thick) 4M fastener cover 899 glazing sealant or equivalent aftb-- 995 siltoons, structural sealant black 17 7116" Iaml glass: 3/16" annealed -.090 DuPont Butecits, or Sallex KeePSalls Maximum PVB Interlayer - 3/18" heat strengthened 18 14118" Iaml Le. glass: 31161 heat strengthened outboard - 7116" airspace - 3116" annealed - .090 DuPont Butsolle or Sallex KeepSafs Maximum PVB tntefter - 3/10- heat strengthened 20 4262 64262— Architectural comer key 21 7116* [am[ glass: TV' heat strengthened -.090 DuPont Buteaft or Sallex KeepSaft Maximum PVB Interlayer - 3/18" heed strengthened 22 14110" laml I.G. glass: 3116" heat strengthened outboard - 7/16" airspace - 3f18r heat strengthened -.090 DuPont Butacke or Sallex KeepSafe Maximum PVB Intedayer - 3/18" heat strengthened PLex 1529 IL 34274 51CTRUS101V PROFILES & 6MINUM PICTURE K17A I FN"T$re - a 4204 s vYNN 4f, ii NO. 6905 C,* to- MIS g. PLOMV�.--, C2 % PIONA Z L j 58705 L � ' Project Name: Y.Qk L&=WPG Project Number: Architect's action on this submittal. IO EXCEPTIONS TAKEN ❑ REVISE AND RESU MIT ❑ IMPLEMENT EXCEPTIONS fl REJECTED TAKEN This review is only for the general contmance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or continents made on shop drawings do not absolve Contractor from compliance with the requirements of the drawings and specHications. Review of a specific item shall not include approval of an asseftly of which the item is a component. Contractor IS responsible for. dimensions to be confirmed and correlated at the bite; irdwallon that emirs solely to the W ricam processes or to do ffam and methods of MftCW coordin M Of ft work of all f; and for ing all w� In accordance with 1U lont-manw, DATE Building Center AI, FL