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WS-12-454Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 172520 Permit Number: WS- 3 -12 -454 Scheduled Inspection Date: April 25, 2012 Inspector: Bruhn, Norman Owner: DEUSCHEL, HERBERT Job Address: 847 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Permit Type: Windows /Shutters Inspection Type: Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060340130 Phone: (305)253 -5211 Building Department Comments WINDOWS AND DOOR REPLACEMENT. 16 OPENINGS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 171183. CG April 25, 2012 For Inspections please call: (305)762 -4949 Page 17 of 24 s Miami 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 L'ftL .i?+ iS ra MAR '?. nil! Permit No. L' ` 2 --1/4-154 Master Permit No. Permit Type: BUILDING ROOFING ,{ OWNER: Name (Fee Simple Titleholder): Gle6e°dQr ,Amehe Phone #(ifl1J�i5 --#3L9 Address: 817 ,r 99 9 60."7 City: State: !""7 Zip: x°33 /5" Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 8"97 4,/- 99 re ,I e €7 City: Miami Shores County: Miami Dade Folio/Parcel #: / /:30,PdaQ `51/® /SO % Is the Building Historically Designated: Yes NO 11 Zip: 33/38 Flood Zone: CONTRACTOR: Company Name: %1 4'/, 4365 1 a/aderiis Phone #: ad5) £ 3 ° /2/ Address: 4' i gell 5 9.,eac City: /911'04/ State: /7 Qualifier Name: (%/ ageme Zip:: 33J...5 Phone #: ��/, / £ 2/_c State Certification or Registration #: Certificate of Competency #: q 1 OS003a", Contact Phone #: �S S x)-? tai Email Address: ya/22.1 &v DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ f V ®° Type of Work: °Addition °Alteration Square/Linear Footage of Work: /O JrOd ir °New 'Rep eplac demolition Description of Work: „ �� ire / ear �,,e a � „ • , ®/ 4°41 Li& ********** * ******* * *** * * * * * * *** * * *** * ** Fees************ ******************* ******* * * * * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 n e approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , QOby who is personally known to me or who has produced As identification and who did take an NOTARY PUBLIC: Signature Contractor I The foregoing instrument was acknowledged before me this �? t � u�� ( , day of Pt arch , 20 Imo-, by KOLL)1 COO err , who is personally known to me or who has produced oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: pp 41414- Pae i _�� Print: evRSek I f My C•mmi sion �jxpires: Sign: Print: My Commission Expires: /0/#7 /go/ * °to;'c PABLO ZMIOAA *4' * ION I EE 133547 EXPIRES: October 17, 2015 q� GP�� h kek>;a�k k�esk **** ****�hzN-k�#�k�k�k�k kag�N�k.k.k f+��kik k*k* h� MPOK. M 0011* # 8ssk�k. keN- ks kN�ffi�k�k�k�k***** Nt�#. k= k -h****�ksk�k�k�k�k�k�k�k&+kah+h kds�k�k**** l ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk e 12_ - k-4SLI ;UI3JECT TO COMPLIANCE WIN ALL FEDERAL A rr AND COUNTY CO( RULES AND REGULATIONS tf i 443034 HMV ,: DEPARTMENT OF PERMITTING,- ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T {786) 315 -2590 F (786) 315 -2599 Knvwv.m i a midadc.goylnera, 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 Miarrii -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 "FD -101" Outswing Aluminum French Door w /wo Sidelites APPROVAL DOCUMENT: Drawing No.I1005 -1 Rev C, titled "Alum French door & Sidelites ", sheets 1 through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10 /11 /11, signed and sealed by 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 Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, -OXX, OXO. and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall - control. - 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufacturer's Herne or logo, city, state and 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 # 07- 0629.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI•DADE COUNTY APPROVED; =- NOA No 11- 1013.22 Expiration Date: - October 18, 2012 Approval Date: November 23, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 062930). 2. Drawing No.11005 -1 Rev -C, titled "Alum French door & Sidelites ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. - B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2)-Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94: 4) 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 (b) and -TAS 20294 - Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL= _ 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E, • C. CALCULATIONS 1. - Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, - prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Glazing complies with ASTME -I 300 -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 "Saflex (clear & color) Interlayer ", expiring on 05/21/16. 3. Notice of Acceptance No. 11- 0624.01 -issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 07- 0629.10, expiring October 18, 20I2. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. . Ishaq I. Cbanda, P.E. Product Control Examiner NOA No 11- 1013.22 Expiration Date: October 18, 2012 Approval Date: November 23, 2011 E -1 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE LITE(S)- 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7116" LAMI NOM. (.465 ") CONSISTING OF (1)LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7116" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X, 0, XX, X0, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATE RIALS, SHALL MEET THE REQUIREMENTS OF FBO; CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL. CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03 -0225.05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ): - 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DQ NOT REQUIRE ITEM 22 REINFORCEMENT. IN. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR EXT. -1/8 "ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 1/2" GLASS BITE .402 }-�-- 318" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE A - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3116" HEAT STRENGTHEND GLASS .465 ALj .7116" LAMI NOM. GLAZING OPTION C OR 0, NOTE 1 NOA DRAWING MAP TOPIC - SHEET GENERAL NOTES 1 CONFIGURATIONS . . .... 1 GLAZING DETAILS... 1 DESIGN PRESSURES 2 ELEVATIONS..... 3 VERT. SECTIONS ...:.. 4 HORIZ. SECTIONS 5 PARTS LIST - 6 EXTRUSIONS 6, 7 ANCHORAGE .......:.......:... 8-10 ri4DUCY RE\'Li crk •y r Itk the fbt'd+ _to nowt 0x Mkt ttrrb= rot t0M0N1 0 [f802010 CODE CHANGE NavalB3c Dow R°rtaaoruc FJC 9/18.40 8 SCURFY EXT. OF «AS£ OVERALL ?MANESS A D GLASS EWE grad By: FJC Dim 13114101 . lintAnic 1ADDGQASS87EVDL TOGLAZING DETAILS, ADD GLASS DEG 11SC,RE17SE A IBM 1. GLASS DESCRIPT. =NOTE O. Omni FJC Deasy 2?Z/07 cJJ ! &21i07 I 10707ECHNOLOGYBRAE NOKOMO, FL 34275 P.O. BOX 1579 NOKOMIS FL 34274 1 13ener NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT torkaSsmiNt F12101 td >r 10 Its 110054 L C \`„��Q` i . LLYNN .4,4 //, '• No.58705 :fit' / Hill %� STATE CF ..1,41.-:i. • 1C/ A. LS'NN MILLiEV P.E. FL .P.E.# 68705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS:_X , XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS X WIDTH XX WIDTH DOORS WITH GLASS TYPES A, 5, C OR D- HEIGHT •68- 793/4" 7° - 83 3/4" 87 3 /4" 91 3/4" 8 °- 953/4" 3° 371/21 6° 71 3/4" +75.0 -75.0 +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01 -75.0 O WIDTH SINGLE SIDE LITES VVITH GLASS TYPE A 27 3/4" +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0. -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH ` 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.01 -75.01 +75.01 -75.0 I +75.0 -75.01+75.01 -75.0, TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP 'FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7 °- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 40 47 3/4" +58.6 - 58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 29 1/2" 26 31 1/2" 51 3/4" 55 3/4 ". 50 59 3/4 ". +54.9 +51.7 +49.0 - 54.9 -51.7 -49.0 +51.8 +48.8 +462 -51.8 -48.8 -46.2 +49.0 +46.1 +43.6' -49.0 -46.1 -43.6 +46.5 +43.8 +41.4 -46.5 -43.8 -41.4 +44.3 +41.6 +39.3 -44.3 -41.6 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5. -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1. -38.1 +37.5 -37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE I.RE O WIDTH 10 3/4" +75.0 -75.0 GLASS TYPES A, B, C OR D _ +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75:0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5. -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 Dag iatafi PSC2010 CODE CHANGE +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. )0(O /OXX WIDTH =107 3/4" . MAX OXXO WIDTH =143 3/4° 3. SINGLE DOORS 33 5/8° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8° WIDE OR OVER FROM .EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHI<RE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ® EX A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29° SIDE LITES DESIGN PRESSURE +67.6/ -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE _ +43.61 -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4° WIDE x 80° HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH A REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL rUOIDUCT � ea smelt craft The& . Aessfausca The 1 ZZ ~7f5S. t2 Eginatas ads Paw 0P FJC Draw • eneo7 Rovarp"c 0 REMED TABLE 2. DESIGN PRESSURES AND MARRED NON- REM. VERSION COMBINE CRASS TYPES & MAX SIZES Wl0NO1Ei SADO NOTES 8. arm IBy: Agee FK SIt40? bran el: Dslm FIG 222107 REVISE NOTE j 203. ADO NOTATIONS TO TABLE IAND2 A REDUCE WX SIZE DESIGN PRESSURE AND AWUST. ALL DPS FOR TAKES Ctisticed Olsikg J.J. 6121/07 1O70 TECHNOLOGY DRIVE Fp Ezr HOKOtIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Beer DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT SsdrAkdot PD101 dWe 1x 2 010 Draft N4 11005-1 c � -o a' t o 11 I , t� :'! s '',`,,, p /ONAL `�i\ A. LYIIr IVITI LE , P.E. FL P.E.# 58705 73 1/2" - MAX. 36 3/4" - - MAX •A: IN . r• „,...: 7 I • . E{iE/E{ 4 g . . . c 1 E SONACT. SEE NOTE 4 OX OR X0 1 1.1v 114 WW1". 36 3/4° 36 3/4" q —0-1-.4-SEE NOTE 3-0--1--0— - MAX MAX I I • . E{iE/E{ 1 i I 1 • \ . ‘ i I -. . . c 1 E SONACT. E X ACT. 'gr 10i •;.+ - 0 i SEE NOTE 4 --e°' 71 3/4° MAX. 24 9/16" MAX -417 DLO (1P) NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS. SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP AND WC DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', '0X0"XXO', 'OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 1)0c DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) (X)C DOOR = DOOR WIDTH/2 -4.079) SEE NOTE 4 OX0 36314" MAX 33 5/8" MAX. DLO (TYP.) 143 3/4" MAX. SEE NOTE 3 1 363/4" MAX. " — 36 3/4" a MAX SEE NOTE 4 - 95 3/4" MAX (TYP.) 843/8" MAX. DLO (TYP.) G G OXXO SEE NOTE 4 4" P.) IsaSOUtr REVIEIED =As ikv riestab • 1=6)3702011aVaA20-12_ DOOR - DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -1215/16" DLO WIDTH 'XX =DOOR WIDTH/2 -11 5/16` SIDE LITE - - DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" Drat) Ey: Das 10110111 Radars NO CHANGE THLS SHEET Road By: FJC Dia WIE/07 Radar CORRECT VER71CAL DID AND FORWULAS hcasdty: F./C Oar 8/1407 Maalox A AWOL° FORMULAS FOR DOOR AND SIDE UTE ADD DOOR MO DIM. 10ENT Y MAD BOLTAII0 SPECIFY DC ACT. MO 7e INACT. ORM by: Dix FJC 222107 Mara Sr J.J. .6/21/0T Doge 1 1070 TECHNOLOGY DANE • NOKOMIS, FL -34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vitt* Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT seavame R1101 IsadeNT erie 3 10 v.tgria 11005-1 Row 1 Iir roll/ **•;"r Z." * 00. 58705 :.". fe = 76frr:*1011 • • sixTE0, S'i0-14-P1/41 A. LYI(Jfq FL P.E.# 58705 & I I E 0 1 . c 1 E SONACT. E X ACT. 'gr 10i •;.+ - 0 1 95 : (TY e SEE NOTE 4 - 95 3/4" MAX (TYP.) 843/8" MAX. DLO (TYP.) G G OXXO SEE NOTE 4 4" P.) IsaSOUtr REVIEIED =As ikv riestab • 1=6)3702011aVaA20-12_ DOOR - DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X' = DOOR WIDTH -1215/16" DLO WIDTH 'XX =DOOR WIDTH/2 -11 5/16` SIDE LITE - - DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8" Drat) Ey: Das 10110111 Radars NO CHANGE THLS SHEET Road By: FJC Dia WIE/07 Radar CORRECT VER71CAL DID AND FORWULAS hcasdty: F./C Oar 8/1407 Maalox A AWOL° FORMULAS FOR DOOR AND SIDE UTE ADD DOOR MO DIM. 10ENT Y MAD BOLTAII0 SPECIFY DC ACT. MO 7e INACT. ORM by: Dix FJC 222107 Mara Sr J.J. .6/21/0T Doge 1 1070 TECHNOLOGY DANE • NOKOMIS, FL -34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vitt* Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT seavame R1101 IsadeNT erie 3 10 v.tgria 11005-1 Row 1 Iir roll/ **•;"r Z." * 00. 58705 :.". fe = 76frr:*1011 • • sixTE0, S'i0-14-P1/41 A. LYI(Jfq FL P.E.# 58705 & • EXTERIOR INTERIOR CLEAR COLORED SEALANT EXTERIOR INTERIOR MAX DOOR HEIGHT MAX. SIDE LITE . HEIGHT • SL VIEW G-G CORNER ASSEMBLY Arad By: Der 1011011 DOOR SECT. A-A VERTICAL Raw= C NO CHANGE Tin SHEEl Amick= 8 NO MANGE THIS MEET. SL SECT. B-B VERTICAL Itsablas EXAMPLE ELEVATIONS —P—gGT ALUM . FRENCH DOOR & SIDE LITES, IMPACT visa& Better sarbsibm swot avast FD101 7/0( 4 d 10 11005-1 FL P.E.# 58705 1)0(' SECT. C—C HORIZ. MAX. 'X WIDTH 'X' SECT. D—D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) Road Br J.J. Ronda lys F.K Road By; Fz Dam ex RFC Dam 10/10/11 Dew 12118/07 Oa* 8,114/07 SL SECT. E—E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY SL WIDTH --N-1 INTERIOR EXTERIOR DLO. SL SECT. F-F HORIZ. (SINGLE SIDE LITE) NO CHANGE MS SHEET Ratfebns B NO CHANGE THOSHEET. Pagsker A bakc 222/07 anew:my: ADD "DOOR $17 SIDE LITVID SEL7ION E•E d "SINGLE MOE WE' 70 SECT. FF J.J. 6121107 1070 7ECI'4VOLOGY DRAW NOKOMIS, FL 3427$ P.O. BOX 1520 NOKOMX FL 34274 Virib& Better VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Saimadadat FD101 1/2x 0.4 .5 cf 10 OrrateN4 11005-1 Raw r1cODUCT REVISED trewlyingi Itto MAU tbaitabo Coda Aeurgazoon esisksielsa tesaa_azj. SpZe 11.4. Mataliallial- 0152110 k**/711;41 ITEM DWG # 1 943B 2 1010 3 7070 4 955 5 938 6 958 7 8 995 9 996 10 952A 11 11000 12 1670 13 11004A 14 11001A 15 11002A 16 11003A 20 915D 21 1-010 22 6808 23 1140 24 1048 25 930 PGT# 60411 6Q300 67D70K 7955X 7938X 7958A 7832X12FPXP 70995 70996 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 60300 86608M DESCRIPTION FRAME HEAD - WSTP.,Q -LON .190 X .375 HIGH BULB WEATHERSTRIP .187 X .300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD - WSTP, .350 RD FOAM FILL T- SLOT (AMSBURY#32011)_ OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.760 X 0.650, 6061-T5 78X112PSATS #8 X 1.500 PH SQ A T/S 71048. JAMB SCREW COVER CAP 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 30 910D 8910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL. SMS 34 913A 80378M TRUSS CLAMP 35 1130 6TRODA 5/16 -18 THREADED ROD 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 38 39 997 60379M 7834FPT 70997 WEATHERSTRIP CHANNEL #8 X .75 PH. FL. TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 40 1023 87924G WSTP., .187 X .250 HIGH, FINSEAL 41 928 41720 SUDE BOLTASSY. («NACTNE PANEL ONLY) 42 1145 78X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG 'SILL DUST PLUG (INACTIVE PNL) 44 9838 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 984B . 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q2001( WSTP.,Q -LON .190 X.200 HIGH 47 929 - 74UBLOK LOCK SUPPORTASSY. (41707 & 41708) 48 1139 - 7634F #6 X.750 PH. FL. SMS - 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 - .41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA • #10 X.750 PH FL. SMS ITEM DWG # PGT# 60 9200 6920D 61 921D 6921 62 9166 60381 63 1155 • 781PQA 64 998 7998 65 999 7999 DESCRIPTION - SIDEUTE HEADER SIDELITE SILL SIDELITE JAMB #8 X 1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS /STOCKING #70999) 66 934A 67 70 71 72 4222A 73 988 61641M SIDELITE JAMB ADAPTER 712653K 71267K 64222 6988 #12 X 1.000 SHEET METAL SCREW SETTING BLOCK, 3/32' X 1/4" X 1" W /PSA SETTING BLOCK, 1/16" X1/2" X 1" W /PSA BEAD, 7/16" BEAD, 3/8" 92 986 64988 BEAD, INTERIOR 93 1224 81P247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 idc,04\`\ - 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 98 GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/16" HS -97 GLASS, 7/16" LAMI - 3/16" A, .00 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVS, 3/16" HS 102 11000A 41100A 103 OFF -THE SHELF -, DEAD BOLT LOCK .504 -j 1.1 .360 .055 -+-j 0--7 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 r---- 2.750 - -I .650 --"- 125 22 TUBE MULL 6063 -T5 1.000 1 ra0DUCT co aa with dm MAO& Iittitihtg Cads (1- 101x.2-2. Agoptisme pc AIL MEMO areal Bs J.4 timr 1[YiG n NOCYANGE THIS SHEET Rated ity: FJ{ Oahe 8/19107 NOCNANGE MIS MEET. Ia,afcgs FJG Orikg 6/14107 ADD DEM 103 DEAD BOLT AND 'INACTIVE PANEL ONLY•7OITEM41. Dame: back aeowEy: new FIC 2/22/07 J.J. 6/21/07 107OJFVHNOLOGY DRIVE . NOKOMIS. FL 34275 P.O. Sox 1529 NOKOMIS, FL 34274 PARTS LIST Ter ALUM. FRENCH DOOR & SIDE LITES, IMPACT Vilstbly Bauer Swfahlistst FDtoi 1/2x alme 6 e 10 Orem No. 11005-1 1.750 4.726 1 , 4.1100 4.726 .062 4.10 cp DOOR PANEL TOP &BOTTOM RAIL 3j SIDE DOOR PANEL SIDE RAIL 606345 6063-T5 1.400 3.655 3.111 .050 .550 FILLER HEAD ADAPTER 6063-T6 FRAME HEAD 6063-T6 .050 .079 1.489 1.479 3.000 OUTS WING THRESHOLD 6063-T6 Rend Rovittpx DSc FX 1118/0 farad* boo FX 1/14147 Dam Cake FJC 222/07 RxWekner -C NO CHOICE MS SHEET 1.750 @DOOR PANEL INTERIOR ASTRAGAL 6063-T5 1--1 5°.012;11_ • . .750 rir r•050 1 TRUSS CLAMP 6063-15 .683 3/8" GLAZING BEAD 6063-T5 4.675 1.750 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 k174 .050 .683 (1) 7/16" GLAZING BEAD 6063-T5 - (2)SL HEADER 6063-T6 SL SILL 6063-T6 Rovhilow B NO CHANGE 714.9 SHEET. Ratable A ADD 'WOW TO MAIM& CLASS BED DIM. TO ITEMS 90, 3S.44.45&32 Cheeks( Elpt 621/07 1070 1ECI1NOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .050 1620 .250 --6.-I 0 WEATHER STRIP CHANNEL 6063-T5 DOOR FRAME, JAMB 6063-T6, .050 3.000 SL JAMB UL 6063-T6 .830 .050 2.980 SL JAMB ADAPTER 6063-T6 HINGE 6063-T5 0.375 .125 ratODUcT IMKVISS0 es esipplyieg with tip flectita. %labs Coda Assupburca 11-1 (11 2.2. • Stpirealas filatts2m254&012.. ‘‘.%111111 III ■:‘‘ KIP.. ' ' ENS ''' ' • '';? qs111 .. .. . \.‘C• E. ''. .....-- V .' :I No . 5: :05 1 : iiiiiicri . EXTRUSION PROFILES -:;;;IP".... STA E OF . . . .:.. ',//t\p.'• . PLOR1:0!.:•.,,,s AWM. FRENCH DOOR & SIDE LITES, IMPACT ,, tONAL. ,. • A. LYNN MOIR, P.E. C FL P.E.# 58705 Itseadkat amic loot CtaigNe. FD101- f 7 et 10 11005-1 w z 0 m HEAD F ZONE "C" I HEAD - ZONE "D" HEAD ZONE - °D "I SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD ZONE ZONE „E° ZONE "F" "E" <T. JAMB ZONE "B" 1- SILL SELSILL I - ZONE -1-- --ZONE " „ E„ ZONE F" SEE TABLE 7., SHT. SILL ZONE D" r SILL ZONE '0" ' SEE TABLE 4., SHT. 9 L • JAMB ZONE "A" JAMB ZONE an HEAD ZONE "E " . 0 SILL _ 1 ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD ___t___ "F" tZOE E i ZOE"D f JAMB ZONE "A" , 1 / <xx0oRoxx> V. kE • ♦ . } JAMB ZONE "B" SILL SILL .1 ZONE"D " — ZONE "F„ --f-ZONE _ SEE TABLE 7., SHT. '9 JAMB ZONE "B" HEAD HEAD ZONE "D" !ZONE "E" w z <XOOR OX ° w z N SILL SILL ZONE "D" ZONE "E" - SEE TABLE 6., SHT. 9 HEAD HEAD HEAD f-ZONE ONE "F"�HOEM { • JAMB ZONE "B" - ---- -} R A c RR W R Ay{ / OXXO J4.. A \ Y ...L WW .. Y .. Y X Ill N m� x -Q, Y Y EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS- EACH JAMB AND 2 +5 +5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. -ZOE E ZONE "F" ZONE °F„ --4-Z oNE-4 SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, NOTES: - 713/4"W' O' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. - HEAD & SILL OF SIDE LITES: 6° MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. . ingiusiXTMCVitins t Iii{- 1DI�.Zz. emptivism 241111tAr-7 ROMPUOT Aft .l.L 10110111 14014 1 bac FX 0118/07 F t FX dH407 am*: now F.K 2122/07 Redline 6 NO CHANGE 710SSHEET Rwiskric B NO CHANGE MS SHEET. GLW3E?O'OR'O ANCI1OR2ONE FROM C'70a: ADDANCHOR7YPES A 70 SOLUTION. chscisecry yam J.J. 821/07 1070 TECHNOLOGY PRUE NOKOMS. FL 34275 Eta BOX 1629 NOKOP.04 FL 34274 Visibly Better ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT thrimAbitt F0101 NT$ I 8 a 10 110051 4 . • \\,.„ > > 11,,,,/ ♦ \\‘ N.{ LYNN 4/i �NcENSE L!.'P 58705 io i1 . t1 °•t♦�••.. FLORROP• -• C9\� •'''sS /ONN-., A LYN MALI& , P.E. FL P.E.# 58705 TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS - 25. TO 37.501 WIDTH x HT: A, B, C, 0 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D Z3, WOOD 11,2, CONC TABLE 5.O SIDE LITE GLASS TYPES ANCHOR TYPE 2,3, WOOD 8 SUBSTRATE A, B, C. D_ 1,2, CONC TABLE 6.XQ &OX GLASS TYPES A, 6, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC TABLE 7., OXO, XXO, OX) & oXxo GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC LOAD ZONES 25.50 x 79.75 5 2 7 4 83.7 5 : 2 7 4 87.75 5 2 7 4 91.75 5 2 7 4 95.75 6 2 7 4 27.50 x 79.75 5 2 7 4 83.75 5 2 7 4 87.75 5 2 7 4 9175 6 2 7 4 95.75 6 2 7 4 29.50 x 79.75 5 2 8 4 83.75 5 2 8 4 8775 6 2 8 4 91.75 6 2 8 4 95.75 6 2 8 4 31.50 x 79.75 5 2 8 4 83.75 6 2 8 4 67.75 6 2 8 4. 91.756 2 8 4 95.75 7 : 2 10 4 33.50 x 79.75 6 3 8 4 83.75 6 3 8 4 87.75, 6 3 8 4 91.75 7 : 3 10 4 95.75 7 3 10 4 35.50 x 79.75 6 3 8 4 83.75 , 6 3 8 4 97.75 6 3 8 4 91.75 7 3 10 4 95.75 7 3 10 4 37.50 -x 79.75 6 3 8 4 83.75 6 3 8 4 87.75 7 3 10 4 91.75 7 3 10 4 95.75 7 3 10 4 2 !3' 3=� DOOR WIDTHS ")OC" - 47.75 TO 71.75 LOAD ZONES WIDTH x HT. w xx. � XQ WIDTHS "O" - 10.75 TO 36.75 LOAD ZONES WIDTH x HT O O DOOR WIDTHS - 25.50 TO 37.50 LOAD ZONES • SIDE LOE WIDTH x HT. 0 X x 7 X pit to x DOOR WIDTHS - 25.50 TO 37.50 '50C" - 47.75 TO 7175 m x HT: o.0 LOAD ZONES SDE LITE WIDTH Jw J 1 rq X to O O 3 2 3 2 3 2 3 47.75 x 79.75 83.75 67.75 91.75 95.75 4 3 6 4 2 3 5 .4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 2 3 2 2 2 3 3 5 2 5 51.75 x 79.75 83.75 87.75 91.75 95.75 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 6 4 7 4 -3 5 2 3 2 3 2 2 5 2 5 55.75 x 79.75 83.75 87.75 91.75 95.75 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 6 4 7 4 3 5 6 4 8 4 3 5 2 3 2 5 2 5 2 5 2 5 59.75 x 79.75 83.75 57.75 91.75 95.75 6 5 8 4 2 3 5 5 8 4 2 3 6 5 8 4 3 6 5 8 4 3 5 6 5 8 4 3 5 3 3 3 5 3 5 3 5 3 5 63.75 x 79.75 83.75 87.75 91.75 95.75 6 5 8 4 2 3 6 5 8 4 3 6 5 8 4 3 6 5 8 4 3 : 5 7 B 10 4 3 3 5 3 5 3 5 3 5 3 5 67.75 x 79.75 6 63.75 6 67.75 6 91.75` 7 95.75 7 5 4 3 5 5 8 4 3 5 8 4 3 5 6 10 4 3 6 10 4 3 5 3 5 3 5 3 5 3 5 3 5 71.75 x 79.75 83.75 87.75 91.75 95.75 6 5 8 4 3 6 5 9 4 3 6 5 9 4 3 7 6 10 4 3 7 6 10 4 3 10.75 x 79.75 4 1 4 1 83.75 4 8775, 4 91.75 4 95.76 4 12.75 x79.75, 4 -83.751 4 87.75 4 91.75 4 95.75, 4 19.00 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 21.75 x79.75 4 83.75 87.75 91.75 95.75 5 27.75 x 79.751 5 83.75 6 87.75 5 91.75 6 - 95.751.- 36.13-x79.75 6 83.75 6 . _ 87.75 7 91.75 7 95.75 7 36.75 x 79.75 8 83.75 6 87.75 7 91.75 7 95.75 7 1 1 4 1 4 1 4 2 4 2 4 2 4 2 4 2 4 2 4 4 4 4 4 4 4 4 4 2 4 2 4 4 2 2 4 4 5 1 1 1 2 2 2 2 2 2 2 2 2 2 4 2 4.- 2 3 4 3 4 4 4 3 4 3 4 3 3 4 3 3 4 3 3 4 3 10.75 x79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.754 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.754 3 87.75 4 3 91.75 5 3 95.7.5 5 3 27.75 x 79.75 5 3. _83.76 6 3 87.75 5 3 91.75 6 3 95.756 3 36.13x79.756 4; 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 8 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 3. AND SAME USE JAMB ANCHOR FROM T 4.2 4 2 4' 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4_ 3 4 3 3 43 4 3 4 3 4 3 43 4 3 4 3 4 3 4 3 cc O 2 EAD QUANTITIES FROM TABLE G e9 NCHOR FROM TABL w 1075 x 79.75 4 2 83.7542 8775 4 2 91.75 4 2 9575 4 2 12.75 x 79.75 4 2 8375) 4 2 87.754 2 9175 4 2 95.75,4 2 19.00 x 79.75 4 3 83.75 4 3 8x.750 4 3 91.75 4 3 95.75 4 3 21.75x79.75°4 3 53.75 4 3 8775 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 - 91.75 6 3 95.75, 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75, 7 5 36.75 x 79.75 8 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 .3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 5 APPROVED ANCHOR TYPES: - 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8: MODULI' REVIEW cootirfatu gm litistatag Coin =1.202D 1 P-1013.2_2./ _ 2- t a.e MEd Mao' R"w08r .LL, oax WNW 1 Rood Or Dow MC ale/07 Road Doe PA &14V7 FIG 2122,07 R Rasialarsc C. B. NOON WGE7TRSSI EET NO CHANGE IRIS SHEET. R "c ADD %ILSOUSEWTABLE070TABLE4 'D: CHANGE TABLE&, HEAD ZONE A •C' TO Tr AND COLUMN REFERENCE ADD 1G5'TOANCHOR TYPES. CtodaktOr a� J.J. . 621fi7 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34273 P.O. BOX 1529 NOKOMIS, FL 34274 V ib& Better ANCHOR QUANTITY LOAD ZONE TABLES >r� ALUM. FRENCH DOOR & SIDE LITES, IMPACT EirriarAble FD101, NA 9 10 11005 -1 ‘ti LYNN .. 4NGENSF • . P • ND. 58705 \* • -O A (ts It 11 ' Lug •��: "4;Q1'. STATE OF • �, ` .'r��'•. FLORIOP A. LY61WM1IL'E`f�, P.E. FL P. E.# 58705 2X WOOD BUCK,NOTE 2 3.4 KSI MIN. CONC. 2X WOOD BUCK, NOTE 2. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1X WOOD BUCK NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 EXT. 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) DOOR HEAD (CONC) 1/4° MAX. SHIM 1/4° MAX. SHIM 1/4" MAX. SHIM WOOD —• CONC. ANCHOR, ANCHOR TYPE 2 OR 3• I�r� NOTE1 NOTE 1 - 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3/4" TYPE 2 (CONC) 1 1/4° TYPE 1 OR 2 (CMU) 1/4" MAX. •SHIM 1/4" MAX. SHIM 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) t .1 3/4" MIN. E.D. .i=11(I1II IIIII"IIIIIIII CONC. ANCHOR, NOTE 1 13/4° MIN. E.D. ff {111.`t""1 Ibli.,i(ll!11� 71- ,: • •:1 3/4 °MIN. E.D. ��• ea 1.5 KSI MIN. CMU OR WOOD DOOR JAMB (WOOD) - EXT. EXT. 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, WOOD ANCHOR, TYPE 2 OR 3, - NOTE 1 1.5 KSI MIN. CMU OR *4 . 3.4 KSI MIN. CONC. • • . 1 3/4" MIN. E.D. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. SHIM 1 318" MIN. • 2X WOOD BUCK, NOTE DOOR SILL (WOOD) EXT. WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1.,, -1X WOOD III BUCK, NOTE 2 L 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 E, NOTE 3 1-1/4" MAX. 1 3/8" TYPE 1 13/4" TYPE 2 t.• 1 3/4" 3.4 KSI MIN. CONC. IN. E.D. DOOR SILL (CONC) ANAIOTE 1 LI 1/4" MAX. SHIM mayor wises arekilbsCeik 11- 1413.2.2. Capiessollea Dm or-7 t a1,7, c & lBS(a.l;d @U. . 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. - CONC. • !" '' • '»,' ti:' . 4 3/8" TYPE 1 '% •'*•: : .7.2•:•1 : •• ? 3/4" TYPE 2 3/4" MIN. E.D. SIDE LITE SILL (CONC) 1 NOTES: - 1. FOR CONCRETE INSTALLATIONS IN ML4MI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ): 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT(3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Road Eir linsd FX Rawl Sy: px aom Bx F.,c NO CHANGE 771IS SHEET 1070 TEcHNOLOOYDRIYE NOKOML& FL 34275 P.G: SQx 1520 NOKOMIS, FL 34274 S P E C . TYPE 1 d 2 E118&D. ON GONG DETAILS. SPED: TYPE2 & 3 ON WOOD DETAILS. ADO ANOKA TYPES 7ONO1E1. Pm Visibly Better ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FFDIO . NTS ( 10 d 10 11005 -1 I c 0A t 1 1 1 I 1 I 1 I , `," -LYNN /9/ . �� GENSF `!., �� a. .k * .ND.58705 ;-p a • ,1‘ It !11 ` :� STATE OF .' . 1 �,T• •- �LORtO �C99`% A. LYNI 'MILLLR, P.E. FL P.E.# 58705 317--t- 314 2(..)ti_—govle BUILDING PERMIT APPLICATION FBC 2001 . Permit Type: BUILDING _ ROOFING / OWNER: Name (Fee Simple Titleholder): e-r40..e,f + .l� c [�c L Phone #:.�s— .� '/6 / (2 0 Miami 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 " 4DiPermit No. r \1S Master Permit No. I 1.5 2012 Address: 7 4-7 Al 6 99 i S r' e _r�~ City: M t A-yr1 i . State: T(s Zip: 33 eel Tenant/Lessee Name: /✓ P Phone #: Email: h e f'°"� - � � e kLW. v Pd . "ler- JOB ADDRESS: giF7 /]l /v 99/A Slyest City: Miami Shores County: Folio/Parcel #: f 1- ®(P - 0.34— 0(30 Is the Building Historically Designated: Yes Miami Dade Zip: 33138 CONTRACTOR: Company Name: Y/014. I /f /as Address: /(b(, -50 75- 4ve City: NO ): se GO bed Flood Zone: 6/410 Phone #: ,30,5—EX •A/02/ State: Qualifier Name: j`„ 3t..0 I U Px r O State Certification or Registration #: Contact Phone #: 8?-6- 9 I ' Email Address: DESIGNER: Architect/Engineer: Zip: 3,31,°5 Phone #:.3CS 34)-6 ' 3 SOY Certificate of Competency #: 9765 003oz/ i l% e. yew. I. . c®/4 Phone#: Value of Work for this Permit: $ 0 A ®e?' . Square/Linear Foota : e of Work: ' O SF Work: OAddition OAlteration ONew w epair/Replace Description of or LA)I 0,00r-A-Is ODemolition a ** ********* **+ s+ x********* *************** pees* ********* *• x***** *+ s*************** ********** � Submittal Fee $..4( Permit Fee $ h CCF $ CO /CC $ cc Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 9185 . 00 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Al4FIDAVIT: 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 b ' approved and a reinspection fee will be charged. Signature wner or Agent 4-?— The foregoing instrument was acknowledged before me this day of /44f1444 , 20 /! by d 1 c Y t JCc.'SCI,t L, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: PABLO ZAMORA * NlY CONSSION # EE 133511 EXPIRES: October 17, 2015 Tito wsp. Batted Pa & tNay tiarioes ****+ RIB******************* ** ************** * * * * * * * **** ***M APPROVED BY Contractor The foregoing instrument was acknowledged before me this / day of t`.I a r , 20 L by RR-U I 6 0 of r 61V who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 4 Print: My Commissio . r*+ k********* N,+ N+ byA*+ NNoN+**** **+ k**** ************Ka +h****** I "%/ `._ Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 1 r Zoning Clerk DATE (MBUDD1YYYY) 03/13/2092 AWa CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsementis). PRODUCER Andrew Atsaves Go Artex Risk Solutions. Inc. 8800 E. Chaparral Rd, Suite 230 Scottsdale, AZ 85250 —CO TACT NAME: PHONE �yoc N Eat): (480) 951 -4177 ADDRESS: RA, Nor: (480) 9514266 m5uRERISI AFFORDING COVERAGE NAIC i INSURER A : American Zurich Insurance Company 40142 INSURED Employee Staff LLC; First Financial Employee Leasing IV, Inc. Alt. Emp: Yamill Glass & Window Inc 11400 Parkside Dr Suite 500 Knoxville, TN 37934 INSURER 8 : INSURER C : INSURER D : INSURER E • INSURER F : REVISION NUMBER: COVERAGES GERTIFIGATE NUmrscrN: 1 z I hnuvooactiuo THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDmoNS OF SUCH POIJCIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL SUeR POLICY EFF POLICY EXP LIMITS LTR 1YPE Of INSURANCE ! INSR; WD POLICY NUMBER (MM10DNYYYY1 1MMIDDIYYYYI I GENERAL LlANUTY COMMERCIAL GENERAL LIABILITY I i OCCUR ` ' 1 EACH OCCURRENCE 5 PREMISES (Ea once) 5 MED EXP (Any 16 I) 9 ' CLoJMS -MADE PERSONAL 8 ADV INJURY 9 GENERAL AGGREGATE S rJ: PRODUCTS - COMP/OP AGG ' 9 GE EL AGGREGATE LIMIT APPLIES PER ,PRO L� POLBIL E 9 [ .IFfT AUTOMOBILE LABILITY ' ANY AUTO 7-1 ALL OWNED AUTOS _ HIRED AUTOS —' SCHEDULED - AUTOS AUTOS ED AUTOS I COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) 5 BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) 5 S UMBRELLA LIAR EXCEL LU16 i OCCUR ; CLAIMS -MADE EACH OCCURRENCE 9 AGGREGATE 5 5 i I RETENTION'S DED WOREER8 COMPENSATION ' AND EMPLOYERS' LIABILITY ANY PROPRIETORrEARTNE C-CUTIVE A (Mangy In In (1) ExCLUDEDI N es, 0esalbe ulrtler DESCRIPTION OF OPERATIONS Ealaw NIA A F WC 47-58-218-00 01/01/2012 01/01/2013 X WC STATU- + IV-I I TORY LIMITS � ER I E L EACH ACCIDENT 9 1,000 000 EL. DISEASE - EA EMPLOYE $ 1.009,000 E.L. DISEASE - POLICY LIMIT i S 1,000,000 Location Coverage Period: 02/24/2012 , 01/01/20131 4897 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule. i1 more space I9 required) Coverage is provided roc Yamill Glass & Window Inc only those ent3eyees 4808 SW 75TH AVEN. l to but not MIAMI. FL 33155 subcontractors of. CERTIFICATE HOLDER Miami Shores Vilage 10050 NE 2nd Ave Miami, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and Togo are registered marks of ACORD • CTQB Construction trades Qualifying Board , BUSINESS CERTIFICATE OF COMPETENCY, 97BS00324 YAMILL GLASS & WINDOW INC D.B.A..; r� GUERRERO RAUL Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL0913012012 • QUALIFYING TRADE(S) 0023 GLASS & GLAZING 0029 METAL AWNG & SHUTR KcmmWa CannksP.E. If Ss M arf of ten woad 1./ " -"' e " ! Ifr*. r e Cam Maim all manila rtpTta Wen EEO 1 aeawrAniSasta.2arazeZrrOcla 1 "• ACC Rte' ®act° THIS CERTIFICATE IS ISSUEIII AS A MATTER OF INF CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGA BELOW. THIS CERTIFICATE OF INSURANCE DOES REPRESENTATIVE OR PRODUCER, AND THE C?' IMPORTANT' U the certificate (udder is an ADDITIONAL the terms and conditions of the policy, certain policies may certificate holder In lieu of such Ondolsement(e)- CERTIFICA E OF LIABILITY INSURANCE DATE (NIIIODYf YY) 03/14/12 TION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS YAMEND, EXTEND OR ALTER ,� dal NG INSURERS), AUTHORIZED AFFORDED SY THE POLICIES � 7 CONSTITUTE A CONTRACT HOLDER. ED. the ImlICi(es1 must be endorsed. If SUBROGATION IS WAIVED, subjsctto to the an endorsement- A statement on this certificate doss not confer rights PRODUCER Detatorre Insurance 3700 SW 130 Ave Miami, FL 33175 Phone (305) 400 -8746 Fax (786) 362 -68°. INSURED YAMILL GLASS & WINDOW, INC. 4806 SW 75 AVE MIAMI FLORIDA 33155 COVERAGES CERTIFICATE NU I= THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE L INDICATED. NOTWITHSTANDING ANY REQUIREMENT, a" CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSU - EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. L 1 matt 1 (305) - 2121 A TYPE OF INSURANCE GENERAL LIABILITY cOMMERCII. GENEP.AL UABILIT`r E CLA!MS.VADE R6 OCCUR I -I GENL AGGREGATE LIMIT APPLES PER L I POLICY JEf`.T l LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED Cl HIRED AUTOS ▪ SCHEDULED • AUTDS U aAUTO°SWNEo 0 UMBRELLA LIAR OCCUR Ci EXCESS we _J CLAIMS -MADE LNEBR INAND 0£O r RETENTION S WOIDtERB 'OMPENSAT1ON v / N AND EMPLOYERS' LUUMUTY', ANY PROPRIETOR/PARTNER(EXECUTIVED OFFICE NNR) EXCLUDED' �CE N I A Nyes dowses erd® , IX:SCRIPTION OF OPERATIONS berce PH • E (305 400-8746 delfo04@detaton'einsutancene1 It15URER(5i AFFORDING COVERAGE INSURER A : Northfield InsurariCe Co. INSURER : INSU INSURER D • INSURER E Deft S Detetmre INSU REVISION NUMBER: ED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS 'CE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PliMrrnEP fre 86) 362-6851 NINE 11 POLICY NUMBER WS 10478 DESCRIPTION OF OPERATIONS I LOCATIONS IVEIlICLES (Mach DistrODutors & installers Doors and Windows ( mPOWYWn 11/09f2011 11/0912012 101, Ad&tbnd Remarks Schedule, if more space is required) CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd AVE Miami Shores, FL 33138 ACORD 25 (2010105) OF CANCELLATION LIMITS EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea ) MED EXP (Any one person) PERSONAL a ADV INJURY GENERAL AGGREGATE PRODUCTS - CONPIOP AGG jge (Ea TINGLE LIMIT BODILY INJURY (Pa person) BODILY INJURY (Per accident) er 1 MADE EACH OCCURRENCE AGGREGATE r—I WC STATU- �--- TORY LIMITS EL EACH ACCIDENT EL DISEASE - EA EMPLOYE E L DISEASE - POLICY LIMIT LeiER $ 1,000,000.00 3 100,000.00 s 5,000.00 s 1,000,000.00 s 2,000.000.00 s 2,000,000.00 S S S S 3 3 S I S I S ,S SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATNE 01918401 ACORD RATION. A marks of reserved. The ACORD Game and logo are regIsterACORD C`'. 71,°x. 0471234711 a71 Af - RS, OF CO MMENCEIMENT A MOBBED UNIT IM JST OE POST®ON DE JOB Sling ATTOff OF MT WISPECIIIRI PERMIT NO. TAX FOLIO NO. 1 l —3 2D(0 - 03 q -613 D STATE OF FLORIDA: COUNTY OF to M1 -DADe THE UNDERSIGNED heresy gives notice that knProvernante wtli be made to certain real proper% and in accordance with Chair 713, Florida Statutes, the following kffoanation is provided In this Notice of Commencement. ti 1. Legal description of property and street/address: 1 1111111111111111 lililIll!! rill! 111111111 1111 -Ft+L 21112R1-121121-129 r21 -129 OR Bk 28042 Fs 2925; tins) RECORDED 03/21/2012 12 :58 :25 HARVEY RUVINp CLERK. OF COURT t1IAI1I -DADE COUhiTYv FLORIDA LAST PAGE speeeabove retterved tar ire of remedies s office I27 61 c_V-. •' ci PAD tt-f -33 2 Description of bt1pTOae (D i .J t) C9 115 5 C i' Q ti Ct1 r tiLtd - 3. Owe fame a d r r Di_ C interest in property: MOO /2- ,P) 4 W 5-r Name and address of fee simple titleholder: 4 . C o n t r a c t o r s nett!@, a a s and phone tram: y o i net L 1 Lli ! a 9 e) u2i f' 4 ll co (L- LfgQLO S LL?J f y l.i"aaL1..1 FL Surety: (Papeete bond required by owner from contractor, if ay) Nortek address and phone number: Amount of band $ B. tender's netts and addresm 7. Persons within the State of Ftarida designated by Owner upon whom or other documents may be served as provided by Section 713.13(1)(a)7., Ronda Statutes. Nairn, address and phone number & In addition to himself. Owners designates the following person(s) o receive a copy of the LIenor's Notice as provided in Section 713.19(1tb). Florida Statutes. Nerve, address and phone number: t9 6- ,a 9. Expiration date of this Notice of Commencement PleexPiratun s .1 yuvfromthedecf atalles1a deeb WARNING TO ANY PAYMENTS MADE FW THE OWNER AFTER THE t7 +1 OF THE NOTICE CIF COMMENCEMENT ARE CONED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYED TWICE FOR IMPRCNEMBISTS TO YOUR FROMM A NOTICE OF COMMENCEMBNIT MUST EIE QED AND POSTED ON THE JOB SITE BEFORE NE FINST INSPECTION. IF YOU INTEND 1O OMAN FINANCING, CTONsILT WITH YOUR Ltd OR AN ATTORNEY BEFORE COMM 4 JN4 WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. , Signet te(e) of • %} Q1 Owner) Authorized Officer /Dlnector!Partrla f /Manager 1 ti Prepared By Prepared By. Print Name if 1n.6r f 3> a 6 L L Print Name Title/Office Titio/Ortice STATE OF FLORIDA COUNTY OF MIAMI -DADE The !edged before me this .�_ day o1 icTin9 t�t wa �e 'U C C h M t!�id , or 13 es for PareenalY known. or ❑ prOtillOad the following type of identification: Signature of Notary Public: Print Name De 0 I ad ‘ \`‘‘*‘ a\\a De fordo 1?3Ui,.,_71rii L. ... u iT ...n.Oy :1., ., •, -.lr:_ -71-11-Ir3i �Q X44 .7�'bQif ep..../o, i,��i Under penalties of perNrp. I declare that I have the foregoing and . / 0312112015 that the taste anted bT it mat info, to the best of my knowledge and belief. - s�p r ot O m' sys Authorized who signed aboveF 'NOTARY P li B l I C . Commission # ` soul` .,EED1511: \mss '',s09'frE etuelt.�� BY 02.0142 PUSS rem By MIAMI DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Veniee,F1,5 SCO' This( i�ei i, . un ProducLamtr Hay.' .1 • Tfii the expiration date stated below The Miami Dade County Product Control 1y) and/or the AHJ (in areas other than Mini Dade County) reserve the right to + -1ti aproduCt\ or material tested for quality assurance purposes. If this product or material fails to perfarinin 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 actxptance, 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 Alumimmn Tube Mullion - L.MS. APPROVAL DOCUMENT: Drawing No. 6300JR, 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 1VIissie 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 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 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 # 10-9819.05 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov /oerai r 50 applicable rules and regulations governing the use of construction on submitted has been reviewed and accepted by Miami -Dade County PERA - used in Miami Dade County and other areas where allowed by the Authority '_!.'_;"2.1_1_11_1: mil APPROVED NOA No 11- 0922.01 Expiration Dam May 26, 2016 Approval Date: December 08, 2011 Page 1 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 1 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 tbru E -1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-1819.05) C. CALCULATIONS 1. 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 PBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal it 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq 1. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, four • their PGT Series Aluminum Clipped Mullion — L.M.L, approved on 05/26/�%�df g on 05/26/16. 4 Perez, P.E. Product n, ' I 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 MULLIONS SEE DETAILS A THRU G; SHEETS 2 -3 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL - ~� SEE DETAILS A- D,G,H; SHEETS 2-3 HORIZONTAL MULL LENGTH 'SEE DETAILS A- D,G,H; SHEETS 2-3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I LENGTH I" OPENING HEIGHT MULL LENGTH I--- OPENING WIDTH-1 SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. [— OPENING HEIGHT FOR HORIZ. MULL ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. HORIZ. MULL LENGTH --I GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION 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 BUCKS 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 MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS 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. 5) USE THE COMBINED WIDTH OR HEIGHT 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 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL -6443; ELCO ULTRACON /AGGRE -GATOR NOA'S; ANSI /AF &PA NDS FOR WOOD CONSTRUCTION; ADM ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) 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 WIND LOADING IS "RECTANGULAR" OR 'TRIANGULAR/TRAPEZOIDAL ". GENERAL NOTES 1 INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD— ... .....» .....« 2 MULL TO 1X &MASONRY.. ; ». ......» 2 INSTALLATION NOTES 2 MULL TO MASONRY 3 MULL TO STEEL STUD ......... 3 MULL TO MULL 3 ANCHOR SPECS. ..... .....».».......... «3 ALTERNATATE CLIPS.. ............ ... «4 BAY MULL INSTALLATION 4 1 X 2 X .125 MULL SPECS «. «.... «. «, 6 1 X 2 X .375 MULL SPECS_. ..._._6 1 X 2.76 X .376 MULL SPECS7 1 X 2.76 X .66 MULL SPECS8 1 X 3.125 X .500 MULL SPECS 9 1 X 4 X .125 MULL SPECS,10 1 X 4 X .376 MULL SPECS.. ......_.»» 11 1.26 X 3.188 X .285 MULL SPECS12 2 X 4 X .26 MULL SPECS ...... «.... »13 2 X 6 X .26 MULL SPECS....—14 1.28 X 2.11 X .125 MULL SPECS16 30° X 3.25 BAY MULL SPECS. 16 45° X 3.25 BAY MULL SPECS 17 MULLION & CLIP DIMENSIONS 18 -20 EXAMPLES 1 & 2...... »..._. »._...._» »21 LOADING EXAMPLES 22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT2) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS /FTC) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 8) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE /ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS /FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS /FT2) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/F71) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. el; 0 Z 0 W 0 W c 13 2 0 CO t 1 N CO o Z PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date i.1 2 • By Miam /11l ' I - r ado Product DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD 0 OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. MULLION 1:1 1 MULLION SEE SHEETS 1 8-20 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS .260' MAX FOR ALL MULLIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B IEDGENEND DISTANCE SEE TABLES 1B-10B EMBEDMENT FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. •4• • SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO 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, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4° S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.71(81 :• TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 113-10B EDGE • CONCRETE OR CMU• ' DISTANCE, SEE SEE TABLES EDGE DISTANCE 113 -108 FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS T EMBEDMENT• TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B 4.. • • MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. z 0 J W m D z J I-- f/3 J 1 a 0 co 1 co O w PRODUCT REVISED as complying with the Florida Building Cole Acceptance No - `ation Date 1.%`M� " By Miatu' Dade Product ` ``\llII1111 / /// \N .4 LN NN /1'!i( / .cE.NSE ,'Q Q' • .• • ;fr No. 58705 L.. �- o fi •� tau= 11 �� sT 13 0� w: '1• • RtOR%O '��•�� /�'%cSS�ONAL �� \ A.4,5 P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EXTERIOR MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -108 EDGE DISTANCE FOR MASONRY ANCHORS 4 i 4 EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -108 •4'v EMBEDMENT • BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-108 EDGE I DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1 8-108 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO 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, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. --11 -- -.125" MIN. VARIES DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW VARIES- 1---+I INTERSECTION U-CLIP MULLION 0 10 NOTES: 1) MAY BE INSTALLED IN "TEE" OR TROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. #92 STEEL SCREWS, SELF - DRILLING OR PRE -DRILL MULLION AND USE SMS MULUON EXTERIOR FRONT VIEW SEE SHEETS 18-20 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TY?. ANCHOR PER SUBSTRATE, SEE TABLES 1B -108 SEE SHEETS 18-20 FOR • HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 18-108 SIDE VIEW FRONT VIEW EXTERIOR FOR STEEL STUDS.THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD- BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 18 -108 0 M co i 1 m PRODUCT REVISED as comptyin% with the Flmlda 13uiidiisg Code Acceptance No Ex iration Rate By Miar ' ade Product F i `:• 4.0• �CENStr * * No.58705 '0A FLoR1C>p'•'�C A. LYNN tMyLLER, P.E. FL P.E.# 58705 DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) SIDE VIEW SHOWN WITH 1 "X4 "X.126" MULLION STANDARD MULLION CUP MODIFIED TO FIT FIELD CONDITIONS. MULLION 0 0 i l % J 0 0 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-11B MULLION TOP VIEW DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30° OR 45° BAY MULL TOP VIEW TYP. ANCHOR /—PER SUBSTRATE, SEE TABLES 128 OR 13B EXTERIOR 2" X 5" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. 2 "X5 "X.125" ANGLE CLIP. 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. INTO WOOD, STEEL, ALUM, CMU OR MASONRY TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B STANDARD CLIP TO BE MODIFIED IN- FIELD, EXTERIOR INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X .125" MULLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. EDGE DISTANCE PER ANCHOR 2 NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-11B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 0 4 d' QC O c` z 1 1 Z Y O 1 w PRODUCT REVISED as complying with the Florida Building Code Acceptance Na Rate By Miam ' ade Product t0111111I `•\\ C\ ,t \..N PIN dip '„ •.� A+. -.�GENSF �...:r i * ND. 58705 aS 1T7IJ C ''''`'/A•1„... . PLOW: '..,,k2 /''S/ �ION AL 0% A. LYNU MILER, P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Table (Ibs/ft2) or Opening He ght (for horizontally- spanning mullions) 1 x Alum. Mullionbe 2 x .125 Opening Width (for vertically - spanning mullions) 50 In 60 in l 70 in 80 in • 90 In 100 in 120 in 140 In 160 In Rectangular Loading Trap /Trteng. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TrepITrtang. Loading Rectangular Loading iiap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trepliriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TraplTriang. Loading i i c 3 Anchor capacity Required (lbs) °� I5 1 Anchor Capacity Required (Ibs) 8 . itit1 li Qm I , 8 2sc Anchor Capacity Required Obs) t.. 1 2c. Anchor Capacity Required (lbs) c _ 2a Anchor Capacity Required (!bs) g °o 2c Anchor Capacity Required Obs) 2e-. Anchor Capacity Required (Ibs) 0 2c .. 8 ° < ci '3 2c Anchor Capacity Required Qbs) 1 li 2G IX 3 2c Anchor Capacity Required (lbs) ci _ •9 20 . 8 3 .. Mullion Capacity Obs) Anchor Capacity Required Obs) 1 3 Anchor Capacity Required Obs) c _ Anchor Capacity Required (Ibs) 326 Ibs �i f d °°i E 42 in 111.9 408 129.5 332 93.2 408 115.5 325 �1 79.9 408 107.8 321 89.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.8 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 481n 74.9 312 83.8 258 82.4 312 73.4 252 ! 53.5 312 87.0 248 48.8 312 63.2 248 41.8 312 61.3 244 37.5 312 81.0 244 31.2 312 81.0 244 26.8 312 61.0 244 23.4 312 81.0 244 50,625 In 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.6 281 50.1 220 , 31.9 281 49.3 219 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 54 in 52.6 247 57.5 207 43.9 247 49.8 '202 i 37.6 247 44.8 199 32.9 247 41.5 198 29.2 247 39.4 194 28.3 247 38.4 103 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 60 in 38.4 200 S. 41.2 170 32.0 200 35.4 188 27.4 200 31.5 183 24.0 200 28.9 180 21.3 200 27.1 159 19.2 200 25.9 157 18.0 200 25.0 158 631n 33.1 181 35.3 155 A 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.8 181 21.7 143 88 In 28.8 165 30.6 142 24.0 185 26.1 139 20.6 165 23.1 136 18.0 185 21.0 134 72 In 22.2 139 23.3 120 18.5 139 19.9 118 15.9 139 17.6 116 76 in 18.9 125 19.7 109 15.7 125 16.8 107 781n 17.5 118 18.2 104 TABLE 1B Anchor Capacity Table (Ibs) Anchor Clip Pattems Substrate: 2.7k Concrete 3.5k Corm. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18° Elco Ultracon 1/4" Boo Uliracon 5118" Boo Ultracon 3/18" Moo UBracon 1/4" Elm Litracon 1/4° SS Elco AggreGator 5/18" Etco Ultracon 1/4" SS Elao AggreGator #10 Suet Screw (635) #12 Steel Screw (05) #12 Steal Screw (G5) Edge Distance (In): 1" 21/2" 1" 2 -112" 3-1/8" 1" 2 -1/2" 1" 2 -1/2" 2" 3-118" 2° 0.48" 0.54" 0.324" Embedment (In): 1-3/4" 13/4° 1-3/4" 1-314" 2" 1 -1/4" 1 -114° 1 -1/4" 1 -1/4" 1 -114" 1 -1/4" 2' 1 -3/8° 1-3/8" (see note 4) 2 Anchors al 4.76" Min. O.C. / Standard or Offset Clip (Fig. 1): 380 !be 390 Ibs 450 Ibe 890 Ibs 1644 Ibs 270 ibs 280 !be 354 tbs 740 Ibs 4881bs 884 Ibs 1182 Ibs 326 Ibs 420 Ibs 560 Ibs 4 Anchors (n 1.15" Mln. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs NIA N/A N/A N/A 380 Ibs N/A WA N/A N/A WA 652 Ibs 840 Ibs 1120 Ibe 4 Anchors @ 3" Min. 0.0. / (2) 2x5 Angle Clips! (Fig. 3): 780 Ibs 780 Ibs 880 Ibs 15801bs 1898 Ibs 540 lbs 580 Ibs WA 780 Ibs 9381bs 880 Ibs 2384 Ibs 6521bs 840 Ibs 1120 Ibs 2 Anchors ;_ 0.45" Min. O.C. / U -Clip, Into 118" Alum. (Ftg. 4): N/A WA N/A N/A N/A N/A N/A N/A N/A WA N/A WA WA WA 716 Ibs 1 Anchor! F-Clip (Fig. 5): 1951bs 195 Ibs 225 Ibs 445 Ibs 822 Ibs 1351be 140 Ibs 1771bs 370 Ibs 234 Ibs 332 Ibs 591 ibs 163 Ibs 210 Ibs 280 Ibs 2 Anchors ± 1.15" Min. O.0J F -Clip (Fig. 8): 240 Ibs 350 Ibs N/A WA WA N/A 190 Ibs WA WA WA N/A N/A 326 Ibs 420 Ibs 580 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: 0 0 FIGURE 3: • • FIGURE 4: FIGURE 2: • • • • ANGLE CLiP MUST BE USED IN PAiRS. FIGURE 5: 0 • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI,) X ANCHOR CAP.,,"„ ) =ANCHOR 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 A 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 18-20. ALL MULLION CLIPS 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 SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" 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. --1 1.000" �--- 2.000" .125" 1" X 2" X .125" MULLION 8 d 1) N N X N to C to 1 A i 1 z of CNI co co O PRODUCT REVISED as mp with the FloFlorida Buildicong Code Acceptance lying No 1 Ex•iration Date Product \`�j111111�/� Mlj....i GENSe i ?OF 8705 'dt No. 5 .'t)'• •h �� •'• ST TE �•�': A. LYNN MIU thR, P.E. FL P.E.# 58705 TABLE 2A Mullion Ca • ac Table tbsNR2 1 x Alum. Mullion 2 x .375 Tube Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 In 60 In 70 in 80 in 90 In 100 in 120 in 140 in 180 in Rectangular Loading Trap/Ttiang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapiTriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Tnap/Tdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Triang. Loading 8 Anchor Capcity Required pbs) Mullion Capacity ,G 11 kg 5 1.1 01 II G 2 Q .s" G Anchor Capacity Required Os) G Anchor Capacity Required pbs) g 1I 8 l - 8 �n 8 �' G 1418" 328 lbs 8 '� G (see note 4) 680 lbs �' G Anchor Capacity Required (lbs) 8 X13 G # 8 g G , Anchor Capacity Required (lbs) 0 G Anchor Capacity Required Obs) 8 .., 1/ S' 1 ,. I 8 1 '� G 8- 1 N/A 8 -G .I 8 N/A 42 In 170.0 620 170.0 435 151.3 802 170.0 478 129.7 802 170.0 508 113.5 882 169.5 518 100.9 882 188.9 617 90.8 882 188.9 617 75.7 682 168.9 517 84.9 882 188.9 517 68.7 682 188.9 517 48 hi 121.8 607 138.0 419 ' 101.4 507 119.2 410 88.9 507 108.7 403 78.0 607 102.6 399 67.8 507 99.8 397 60.8 607 99.0 396 50.7 507 99.0 398 43.4 607 99.0 398 38.0 507 99.0 398 60.825 in 103.7 468 114.8 379 88.4 458 99.9 371 , 74.1 458 90.5 384 84.8 458 84.8 380 57.8 458 81.3 357 51.8 458 80.0 358 43.2 458 80.0 358 37.0 468 80.0 358 32.4 458 80.0 358 54 in 85.4 400 93.3 ii. 336 1 71.2 400 80.9 328 61.0 400 72.7 322 53.4 400 87.3 318 47.6 400 64.0 315 42.7 400 82.3 314 35.6 400 81.8 313 30.6 400 81.8 313 28.7 400 61.8 313 80 In 82.3 324 88.9 278 51.9 324 57.5 270 44.5 324 51.2 284 38.8 324 48.9 280 34.6 324 43.9 267 31.1 324 42.0 255 28.0 324 40.5 ' 253 22.2 324 40.5 253 19.5 324 40.5 253 IMull Lenl 83 In 53.8 294 57.4 252 44.8 294 49.2 246 38.4 294 43.8 241 33.6 294 39.8 237 29.9 284 37.1 234 26.9 284 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 18.8 294 33.4 230 881n 48.8 268 49.6 230 39.0 268 42.4 225 ` 33.4 288 37.6 221 29.2 288 34.1 218 28.0 268 31.8 215 23.4 288 29.8 212 19.6 288 28.0 210 16.7 268 27.7 209 14.8 288 27.7 209 72 In 36.0 225 37.9 198 30.0 225 32.2 191 25.7 225 28.4 188 22.5 225 25.8 165 20.0 225 23.5 182 18.0 226 22.1 160 15.0 225 20.3 177 12.9 225 19.6 178 11.3 225 19.8 176 78 in 30.8 202 32.0 177 1 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.6 167 17.0 202 19.7 165 , 15.3 202 18.4 163 12.8 202 18.7 180 10.9 202 15.9 168 9.6 202 15.8 158 78 In 28.3 192 29.8 188 23.0 192 25.1 185 20.2 192 22.0 182 17.7 192 19.7 169 16.7 192 18.1 157 14.2 182 18.8 155 11.8 182 15.2 162 10.1 192 14.4 150 8.9 192 14.2 150 90 In 18.6 144 19.0 128 16.4 144 18.1 128 86 In 15.2 127 15.8 113 1 TABLE 2B Anchor Capacity Table (Ibs) Anchor Clip Patterns Om2 Substrate: 2,7k Concrete 3.5k Conc. Follow CMU FBied CMU PT Wood Metal Anchor Type: 3/18" Elco Ultracon 1/4" Elul Ultracon 6/18" Eico Ultracon 3/18" Elco Ultracon 1/4° Elco Ultracon 1/4" 38 Eko AggreGator 5/18" Eico Liitrecon 1/4° SS Etco AggreGator 810 Steel Screw (G5) 412 Steel Screw (05) 412 Steel Screw (G6) Edge Distance (In): 1" 2 -1/2" 1° 2 -1/2° 3-118" 1° 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment On) 1-3/4" 14/4" 1 -3/4" 1 -314" 890 lbs 2" 1844 Iba 1 -1/4" 270 Ws 1 -1/4" 280 Iba 1 -114° 354 Iba 1 -1/4" 7401bs 1 -1/4" 488 Ibs 1 -1/4° 2" 1418" 328 lbs 1-3/8" 420 Ibs (see note 4) 680 lbs Anchors @ 415" Min. O.C. 1 Standard or Offset Cilp (Fig. 1):J 390 Ibe 390 Ibs 450 Ibs 654 Iba 1182 Ibs 4 Anchors @ 1.16" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A N/A N/A N/A 380 Ibs NIA N/A N/A N/A WA 652 Ibs 840 Ibs 1120 iba 4 Anchors 4a 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 lbs 680 Ibs is 1580 Ibs 1898 Iba 640 Iba 660 Ibs NIA 780 his 938 Iba 860 Ibs 2384 Ibs 852 Ibs 840 Ore 1120 Iba 2 Anchors @ 0.45" Min. O.C./ U- Cllp,Into 1/8° Alum. (Fig. 4): NIA NIA N/A NIA N/A NIA N/A N/A NIA N/A WA N/A N/A .NiA 718 His 1 Anchor / F-CtIp (Fig. 6) :t 195 Ibs 195 Ibs 225 lbs 445 Ibs 822 lbs 135 Ibs 140 Ibs 177 Iba 370 Ibs 234 lbs 332 lbs 691 lbs 163 Ibs 210 lbs 280 Iba 2 Anchors 0 1.15" Min. O.C./ F-Clip (Fig. 6): 240 lbs 350 Iba NIA N/A N/A NIA 190 Ibs NIA WA N/A NIA NIA 326 lbs 420 Ibs 580 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • 0 0 • FIGURE 3: • • FIGURE 4: • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FiGURE 6: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP. ,,,, j ANCHOR CAP.,, MULLION CAP.MO 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. 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 18 -20. ALL MULLION CLIPS 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 SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PiNE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THiCK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. j 1.000" 1-- 2.000" 1 1" X 2" X .376" MULLION N co M co t 1 i z PRODUCT REVISED as complying with the Florida Building Code ' Acceptance No Ex iratio . Date `\\`\11t1f!!l / / /�/ • LYNN MJ ,,, 0;0 • y‘• pENSE .%4E: p * • No. 58705 • (3o ��•�' STA E OF ��: i ��'•.,�LOR10P'•'' C9 A. LYNI(I MILL R, P.E. FL P.E.# 58705 TABLE 3A TABLE 3B Anchor Capacity Table (ibs) Mullion Ca . achy_ Table (IbsIf ) or Opening Height (for horizontally - spanning mullions) 1 x 2.753c .376 Alum. Tube Opening Width (for vertically-spanning mullions) 50 In 80 in 70 in 80 U 90 In 100 in 120 In 140 in _ 160 in Rectangular Loading - TraplTriang. Loading Rectangular Loading Trep/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Traplftlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/ Mang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading 1iap!Triang. Loading ,. 11 .. ,, K ,, a� 1 -3/4" o Anchor Capacity Required Qbs) '� ,, if Anchor Capacity Required Qbs) 1c Anchor Capacity Required (bs) ihihlhih 1 il ,� 1 -3/8" (see note 4) 2 Anchors @ 4.76" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs Q� Mullion Capacity Qbs/R2) Anchor Caparaty Required Qbs) IhIhI fin 11 gc Anchor Capacity Required abs) g Anchor Capacity Required Qbs) ihih 328 Ibs 420 Ibs 4 Anchors vJ 1.18" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 460 Iba t 3 42 In 170.0 820 170.0 436 170.0 744 170.0 478 170.0 808 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.6 1301 170.0 621 481n 170.0 708 170.0 524 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 151.8 1139 170.0 677 138.8 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 50.625 In 170.0 747 170.0 663 170.0 898 170.0 831 187.8 1032 170.0 884 148.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 756 83.9 1032 170.0 758 73.4 1032 170.0 758 54 in 170.0 , 797 170.0 612 161.3 907 170.0 691 138.2 907 184,7 730 120.9 907 152.6 720 107.5 907 145.0 714 98.8 907 141.1 710 80.8 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 60 In 141.1 736 151.6 626 117.6 735 130.3 611 100.8 735 118.0 698 88.2 735 108.2 690 78.4 735 99.6 883 70.5 735 95.1 678 68.8 735 91.8 674 60.4 736 91.8 674 44.1 735 91.8 574 83 In 121.9 688 130.0 670 101.8 668 111.5 657 87.0 688 98.9 547 78.2 668 90.1 636 87.7 668 83.9 531 80.9 668 79.8 526 50.8 668 76.8 521 43.5 688 75.8 521 38.1 668 75.6 521 661n 106.0 807 ' 112.4 522 1 88.3 607 ` 96.1 511 76.7 607 85.0 501 68.2 607 77.1 493 68.8 607 71.5 488 63.0 807 87.6 461 44.2 807 83.4 476 37.9 607 62.7 474 33.1 607 62.7 474 72 In 81.8 510 86.8 443 68,0 510 73.0 434 58.3510 84.3 428 51.0 510 67.9 419 45.4 510 53.3 413 40.8 510 60.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 70 In 89.4 458 72.6 400 57.8 468 61.7 392 49.6 455 54.1 386 43.4 468 48.6 378 38.6 468 44.8 373 34.7 468 41.6 368 28.9 468 37.7 382 24.8 468 36.0 369 21.7 458 35.7 368 781n 64.2 435 67.0 381 53.5 435 55.8 373 45.9 435 49.8 388 40.1 435 44.7 360 35.7 435 40.9 356 32.1 435 38.1 351 28.8 435 34.4 344 22.9 435 32.8 341 20.1 435 32.2 340 90 in 41.8 327 43.1 280 34.8 327 36.4 285 29.9 327 31.8 280 28.1 327 28.3 276 23.2 327 25.7 271 1 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 98 in 34.4 287 35.4 257 28.7 287 29.9 262 24.6 287 28.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 18.9 232 - 108 In 24.2 227 24.7 206 20.2 227 20.8 201 t 17.3 15.9 227 218 18.0 16.6 198(121_ 188 227 16.0 196 111 In 22.3 215 22.7 194 18.8 215 19.1 181 120 In 17.6 184 17.9 167 . t 1 d TABLE 3B Anchor Capacity Table (ibs) Anchor CU Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood ' Meted Anchor Type: 3/16" Elco Ultracon 114" Moo Ultracon 5/16° Etco Uttracon 3/18" Elco Ultracon 1/4" Elm Ultracon 1/4" SS Elco AggreGator ggreGator 6/18" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (05) 012 Steal Screw (05) #12 Steel Screw (05) Edge Distance (in):" 1" 2 -1/2" 1° 2 -1/2" 3-1/8" 1" 2-1/2" 1" 2112" 2" 3.118" 2" 0.48" 0.54" 0.324" Embedment (In): 1 -314" 1 -3/4" 1-3/4" 1 -3/4" 2" 1 -1/4" 1 -1/4" 1 -1 /4" 1 -1/4" 1 -1/4" 1 -1/4" 2° 1-3/8" 1 -3/8" (see note 4) 2 Anchors @ 4.76" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1644 Ibs 270 Ibs 280 Ibs 364 Ibs 740 Ibs 468 Ibs 884 Ibs 1182 Ibs 328 Ibs 420 Ibs 560 Ibs 4 Anchors vJ 1.18" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 460 Iba 700 iba N/A NIA WA NIA 380 Ibs NIA N/A NIA N/A NIA 652 lbs 840 Ibs 1120 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x6 Angle Clips / (Fig. 3): 780 Ibs 780 Ibe 680 Ibs 1580 Ibs 1898 Ibe 540 Ibs 5080 Ibs N/A 760 iba 036 Ibs 880 Ibs 2384 Ibs 652 Ibs 840 Ibs 1120 Ibe 2 Anchors la 0.45" Min, O.C. / U -Clip, Into 1/8" Alum. (Fig. 4): N/A N/A N/A N/A N/A NIA N/A N/A NIA N/A NiA N/A NIA NIA 718 Ibs 1 Anchor / F-Clip (Fig. 6): 195 Ibs 196 Ibs 2251ba 446 Ibs 822 Ibs 135 Ibs 140 Iba 177 Ibs 370 Ibs 234 Ibs 332 Ibe 591 Ibs 163 Ibs 210 Ibs 280 Ibs 2 Anchors @ 1.15" Min. O.CJ F -Clip (Fig. 6): 240 Ibs 350 Ibe N/A N/A N/A WA 190 Ibs NIA WA NIA NIA N/A 328 Ibs 420 Ibs 560 Ibs FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • 0 0 • FIGURE 3: • FIGURE 4: 181 FIGURE 2: • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 6: • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„") X \ ANCHOR CAP.,..,) ANCHOR CAP... `MULLION CAP.�,,,,T,,,,,J 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. 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 18-20. ALL MULLION CLIPS 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 SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125° THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --I 1.000" 2.750" 1° X 2.75" X .375" MULUON N ti rc ft 0 O co co 8 coln- J D X ti CV 1 z lC op Ace PRODUCT REVISED as complying with the Florida Building Code Acceptance No E .iratiot'Qate By Miam • .01 Dade Product 00l11111! \\"` 0 LYNN M/ ocENSe • F'P * No.58705 • ' 2,,• FCORICI�`.• �� A. LYNN ilh el R, P.E. FL P.E.# 58706 TA EOF • lt/� TABLE 4A Mullion Ca • acl Table Ibslft2 1 x 2.76 x .858 alum. Tube Mullion Opening Width (for vertically-spanning mullions) or Opening He ght (for horizontally -spann ng mullions) 50 in 89 In 70 In 80 in 1 /4" Elco Uliracon 90 in 100 In 120 In 140 In 180 In Rectangular Loading TraplTrlang. Loading I Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading TrapITriang. Loading Rectangular Loading 3 -118" Trap/Triang. Loading Rectangular Loading Trap/Mang. ! Loading Rectangular Loading Trap/Tdang. Loading Rectanguar Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading a �'G �� QK s$ .'G I K �� i{G I �$ Q0.' '^ '8 .mac 1 -1/4" �_ tG cG 4� ..�E'G d`$� 13 Q� .i$G 2" c� '�'G 1 -3/8" ci s$$-' .'G d" 390 Ibs 390 Ibs `� G 890 Ibs '3 ° G G fi 280 Iba 354 Has �Y!� "�G 468 Ibs 2m. �~ a: _ �$ �a 420 Ibs 111 Q r4 acs ^ I NIA 421n 170.0 620 170.0 435 170,0 744 170.0 478 1 170.0 888 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 158.7 1620 170.0 521 138.8 1620 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 108.3 1417 170.0 880 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1196 170.0 723 182.6 1288 170.0 747 148.3 1288 170.0 758 121.9 1286 170.0 758 104.5 1288 170.0 758 91.4 1288 170.0 758 54 In 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 160.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 856 100.5 1130 170.0 861 88.1 1130 170.0 881 75.3 1130 170.0 861 60 [n 170.0 885 170.0 701 146.5 915 182.3 781 125.5 916 144.5 746 109.9 915 132.3 735 97.8 915 123.9 728 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 915 114.4 716 83 In 151.8 830 161.9 710 128.6 830 138.9 894 108.5 830 123.2 681 94.9 830 112.2 870 84.4 830 104.6 682 75.9 830 99.4 658 63.3 830 94.5 849 54.2 830 94.1 649 47.4 830 94.1 849 66 In 132.1 757 140.0 650 110.0 757 119.8 638 94.3 757 105.9 624 82.5 757 96.1 814 73.4 757 89.1 606 68.0 757 84.2 600 55.0 767 79.0 593 47.2 757 78.2 691 41.3 757 78.2 591 72 In 101.7 638 108.8 552 84.8 838 91.0 540 80.1 530 63.6 638 72.2 521 58.5 838 as 514 50.9 838 82.3 508 E 42.4 838 57.2 500 38.3 838 55.3 497 31.8 838 55.2 497 78 In 86.5 571 90.4 498 72.1 571 76.8 488 8 1571 67.4 479 54.1 571 80.8 471 48.0 571 55.5 484 43.2 571 51.8 459 38.0 571 47.0 461 30.9 571 44.8 447 27.0 571 44.5 448 78 In 80.0 542 83.4 474 68.7 542 70.8 485 57.1 542 82.1 456 60.0 542 65.7 449 44.4 642 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.8 542 40.6 425 25.0 542 40.1 423 90 In 52.1 407 63.7 381 43.4 407 45.4 355 37.2 407 39.6 349 32.5 407 35.3 343 28.9 407 32.1 338 28.0 407 29.8 334 21.7 407 26.1 327 18.8 407 24.1 322 16.3 407 23.0 319 96 In 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.8 358 28.8 304 23.8 358 28.1 300 2t5 358 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 108 In 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 111 in 27.8 287 28.3 242 23.1 287 23.8 238 19.8 287 20.6 235 17.3 287 18.3 231 15.4 267 16.5 228 120 In 22.0 229 22.3 209 18.3 229 18.8 205 15.7 229 18,2 202 TABLE 4B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. (allow CMU Filled CMU PT Wood Metal Anchor Type' 3116 Elco Ultracon 1 /4" Elco Uliracon 6/18" Elco IJltractm 3/16" Elco Ultracon 114" Elco Uitracon 1/4" SS Elco AggreGator 5/18" Elco Uitracon 1/4° SS Elco AggreGalor 610 Steel Screw (05) 612 Steel Screw (G5) 612 Steel Screw (05) Edge Distance (in): 1" 2 -1/2" 1" 2 -1/2" 3 -118" 1" 2 -1/2' 1" 2 -1/2° 2" 3-1/8" 2" 0.48" 0.64" 0.324° Embedment (in): 1-3/4" 1-3/4" 1 -314° 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4° 1 -1/4° 1 -1/4" 1 -1/4" 2" 1 -3/8" 1 -3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 460 lbs 890 Ibs 1644 Ibs 270 lbs 280 Iba 354 Has 740 Ibs 468 Ibs 664 Ibe 1182 Ibs 326 Ibs 420 Ibs 580 Ibs 4 Anchors ®1.16" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs NIA NIA N/A N/A 380 Ibs NIA NIA NIA N/A N/A 852 Ibs f !t) 1120 Ibs 1120 Ibs 4 Anchors @ 3" Min. 0.0.1(2) 2x6 Angle Clips l (Fig. 3): 780 Ibs 780 Ibs 680 Ibs 1680 Ibs 1898 Ibs 540 Ibs 580 ibs NIA 760 Ibs 938 lbs 880 Ibs 2364 Ibs 852 Ibs 840 .. 2 Anchors (ty 0.46" Min. O.C. / U -Clip, Into 1/8" Alum, (Fig. 4): N/A N/A N/A N/A NIA NIA NIA N/A NIA N/A N/A N/A NIA 718 Ibs 1 Anchor / F -Clip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibe 135 Ibs 140 lbs 177 lbs 370 Ibs 234 Ibs 332 Ibs 591 Ibs 163 lbs 210 Ibs 280 Ibs 2 Anchors @ 1.15° Min. O.CJ F -CIIp (Flg. 6): 240 Ibs 350 Ibs NIA N/A N/A N/A 190 Ibs NIA N/A N/A N/A N/A 326 lbs 420 Ibs 860 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • 0 0 • FIGURE 3: • • FIGURE 4: IBI FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 8: • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: op.) X ( ANCHOR CAP„,„„,,...) _ ANCHOR 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 A MINIMUM ANCHOR CAPACITY WHICH MAY BE 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. -01 1.000" r° - 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. 2.750" ALL MULLION CLIPS 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 SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 808345 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 1" X 2.75" X .850° MULLION z 0 J W m 22 z 1a- V3 re 2 N CO -3 0 CO 1 1 1 z z co 0 .co PRODUCT REVISED us complying with the Mori* Building Code Acceptance No Ex . ioatlate By Miami Product Nowt 1111/1/1 ONE LYNN ,tz7"� • No. 58705 t ST • A. LYNN( MIL R, P.E. FL P.E.# 58705 TABLE 5A Mullion Ca . acit Table Ibslf 2 1" x .500" Tube 3.125" x Alum Mull Opening Width (for vertically- spanning mullions) or Opening height (for horizontally-spann ng millions) 50 In 80 In 70 In 80 In 5/16" Elco tntreoat 80 In 100 In 120 In 140 In 160 In Rectangular Loading Trep/Trfang. Loading Rectangular Loading Trap!Triang. Loading Rectangular Loading Trep/Trlang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading 1" Trap/Tdang. Loading r.___ Lr Rectangular Loading 11 Anchor Capacity c_ Required Obs) Trap/Triar Loading k fi Q� Rectangular Loading n I K Trap/Triang. i Loading lc, A' I Rectangular Loading 11 Anchor Capacity 11 Required Obs) Trap/Tdeng. Loading aE. J Mullion Capacity z (lbsift2) a TraplTdang. Loading • T2 G Anchor Capacity a Required (lbs) 1 g G .� R• I 11 170.0 435 2 170.0 .� Anchor Capacity X Required (lbs) o Mullion Capacity c Obsfit2) A° p L 470 Mullion Capacity O Anchor Capacity Required abs) P 2G Anchor Capacity Required (lbs) ,g• 1'G A fi oe Mullion Capacity Qbsift2) k _ K k 11 Anchor Capacity Required (Ibs) Mullion Capacity (lbs ) Mull Length 42 In 170.0 820 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 680 51625 In 170.0 747 170.0 583 170.0 896 170.0 031 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 141.7 1495 170.0 758 121.5 1495 170.0 756 106.3 1495 170.0 758 54 In 170.0 797 170.0 612 170.0 058 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.6 1401 170.0 856 4 612 1401 170.0 881 108.8 1401 170.0 881 93.4 1401 170.0 881 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1158 170.0 878 138.7 1158 187.0 928 123.3 1166 158.5 917 111.0 1158 149.7 910 92.5 1158 144.5 903 79.3 1158 144.6 803 89.4 1156 144.5 903 63 fn 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 860 119.8 1049 141.7 848 105.6 1049 132.0 838 95.9 1049 125.6 828 79.9 1049 119.3 820 68.5 1049 118.9 819 58.9 1049 118.9 819 66 In 168.8 955 170.0 789 139.0 955 161.3 804 119.1 955 1317 788 ! 104.2 955 121.4 775 92.6 955 112.6 765 83.4 955 108.4 757 89.5 855 99.8 749 816 955 98.7 748 62.1 955 98.7 748 72 In 128.5 803 r 134.9 697 107.0 603 114.9 682 91.8 803 101.1 870 80.3 803 91.2 859 71.4 803 83.9 649 84.2 803 78.8 842 53.5 803 72.2 632 45.9 803 69.8 628 40.1 803 89.7 827 76 in 109.2 721 114.1 029 91.0 721 97.0 618 710 721 85.1 605 68.3 721 76.5 595 60.7 721 ' 70.1 588 54.8 721 65.4 579 45.5 721 59.4 589 39.0 721 66.6 564 1 34.1 721 56.1 563 78 In 101.0 684 105.4 599 84.2 884 89.4 587 72.2 684 78.4 576 63.1 684 70.4 667 56.1 884 64.4 558 50.5 884 59.9 551 42.1 884 54.1 541 38.1 884 51.3 538 31.6 884 50.6 534 90 In 65.8 514 67.9 459 1 54.8 814 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 38.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 1 23.5 514 30.4 408 20.6 614 29.0 403 98 In 54.2 452 55.7 404 45.2 462 47.0 398 38.7 452 40.9 390 33.9 452 38.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.6 452 28.8 365 19.4 462 24.2 / 359 18.9 .1, 9 462 357 22.8 15.0 355 2833 108 In 35.1 357 38.9 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0. 357 20.8 299 16.9 357 18.0 293 1 13.6 357 16..2 287 111 In 35.1 338 35.8 308 29.2 338 30.1 301 25.0 338 28.1 298 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 10.0 284 14.8 338 18.5 278 1 12.5 338 14.8 273 1 11.0 .338 13.6 289 120 in 27.7 289 28.2 283 23.1 289 23.7 250 19.8 ' 289 20.5 256 17.3 289 18.1 262 15.4 289 16.3 249 13.9 269 14.9 248 11.6 289 12.8 240 _ 9.9 289 11.4 236 8.7 289 10.4 232 TABLE 5B Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: l 3/16 Elco Ultrecon 1 /4° Elco Ulttacon 5/16" Elco tntreoat 3718° Eno Macon We Elco Ultracon 1/4° SS Elco AggreGatar 5/16" Elco Ultracon 1/4° 83 Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (In): 1" 2-1/2" 1" 2-1/2" 3.1/8" 1" 2 -1/2" 1" 2-1/2" 2" 3.1/8° 2' 0.48" 0.54" 0.324° Embedment On): 1-3/4' 1 -3/4° 1-3/4" 1.3/4" 2' 1 -1/4 1 -1/4" 1 -1/4° 1-1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1-3M° (see note 4) 2 Anchors (1p 4.75" Min. O.C. 1 Standard Clip (Fig. 1): 390 Ibs 390 Ibs 450 Ibs 890 lbs 1844 Ibs 270 lbs 280 Ibs 354 Ibs 740 Ibs 488 Ibs 684 III 1182 Ibe 328 Ibs 4201bs 580 Ibs 4 Anchors @ 1.15 Min. O.C. /Standard alp (Fig. 2):4 450 Ibs 700 Ibs N/A WA N/A NIA 380 Ibs N/A N/A NIA N/A N/A 852 lbs 840 Ibs 1120 lba 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 780 Ibs 780 lbs 680 Ibs 1660 Ibs 1896 lbs 540 Ibs 580 Ibs N/A 760 Ibs 938 lbs 880 Ibs 2351 Ibs 652 Ibs 840 Ibs 1120 Ibs 3 Anchors G+ 0.45° Min. O.C. / U -Clip, Into 1/8" Alum (Fig. 4): N/A N/A N/A N/A N/A WA N/A N/A N/A N/A N/A N/A N/A N/A 1074 Ibs 1 Anchor/ F-Cllp (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 234 Ibs 332 Ibs 591 Ibe 163 Ms 210 Ibs 280 Ibe 2 Anahas @ 1.15' Min. O.C. / F -alp (Fig. 6 ):1 240 Ibs 350Iba N/A N/A . N/A NIA 190 Ibs NIA N/A N/A N/A NIA 326 Ibs 420 Ibs 560 Ibe ,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • 0 0 • FIGURE 3: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: 0 • FIGURE 6: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x \ ANCHOR CAP. ...u) _ ANCHOR CAP.,, MULLION CAP.,�,T, J 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. 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 18 -20. ALL MULLION CLIPS 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 SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.125" I- 01.000 " -I 1" X 3.125° X .5" MULLION (1" VF MULLION) ch ox 8 0 iii X N M X z z co O kQ rc ORODUCT REVD as complying with the Florida Building Code Acceptance No /►! . _ . E . !ratio < < : 1r. Pf '/1►? , r ► ado Product Contr `\1t111111 W By MI .00.( UNN /4/� ' /1 /, ..0GENSF••'`F/Q ��: . .* * No.58705 1fC •'• tti 30 �f `; ft 7 ��0. • •STA E O �� i �� •. ACORIOQ' 0. /'�sS /ONAL ,.�. A. LYNfi IIbiU ,F0 P.E. FL P.E.# 15875 TABLE 6A Mullion Capacity Table (ibs /ft2) 1 x Alum. Mullion 4 x .125 Tube Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- spanning mullions) 50 In 60 in 70 in 80 in 90 In 100 In ` 120 In 140 in 180 in Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap!Triang. Loading Rectangular Loading Trap/Tdang. Loadtng Rectangular Loading Trep/Tdang. Loading Rectangular Loading Tnap!Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trapfrdang. Loading i 111111 i 78 1 Anchor Cam lY Required (Me) 1011111 hI Embedment (in): Anchor Capacity Required (Ms) 21 r2 G Anchor Capacity Required (lbs) 111111 2" 1 -1/4" Anchor Capacity Required (lbs) 2 1 -1/4" 1 -1/4" hI 2" Anchor Capacfty Required (lbs) 21 2 G G �• a 1 Mullion Capacity Qom) 11111111 390 ibs 450 Ibs 890 Ibs Anchor Capacity Required (lbs) flilJtjjiiiiiiji .1 170.0 2! 521 c I .� 521 t 3 = A 42 In 170.0 820 170.0 436 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 145.8 1489 127.6 1459 170.0 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 677 158.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 860 97.7 1303 170.0 650 50.626 in 170.0 747 170.0 683 170.0 888 170.0 631 170.0 1046 170.0 684 170.0 1196 170.0 723 156.1 1236 170.0 747 140.5 1235 170.0 768 117.1 1235 170.0 766 100.4 1235 170.0 768 87.8 1235 N/A 768 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 764 154.4 1158 170.0 803 137.2 1158 170.0 837 123.6 1158 170.0 856 1 102.9 1168 170.0 881 88.2 1158 170.0 881 77 158 170.0 861 60 In 170.0 885 170.0 701 186.7 1042 170.0 797 142.9 1042 161.1 832 125.1 1042 148.7 815 111.2 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 p2 62.5 1042 126.1 782 63 In 170.0 930 170.0 745 161.2 992 163.6 818 129.8 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 788 80.7 892 114.8 758 75.8 992 108.4 745 64.8 992 108.1 744 68.7 992 108.0 744 66 In 165.4 947 170.0 789 137.8 847 148.0 786 116.1 947 130.3 788 103.4 947 117.7 762 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 721n 135.9 849 142.7 737 113.2 849 121.8 722 97.0 849 108.9 708 84.9 849 96.4 898 75.5 849 88.7 688 87.9 849 52.7 875 1 66.6 849 75.3 869 48.5 849 72.6 852 42.5 849 t 72.4 851 761n 116.5 762 120.7 685 ! 98.3 762 102.6 662 62.6 762 90.0 640 722 782 80.9 629 64.2 782 74.2 620 57.8 762 89.2 813 48.1 762 82.8 602 41.3 782 59.9 597 38.1 782 59.4 595 78 In 108.9 724 111.4 634 89.0 724 94.8 821 76.3 724 82.9 609 50.8 724 74.4 599 59.4 724 88.1 691 53.4 724 63.4 583 44.5 724 67.3 673 36.2 724 64.3 587 33.4 724 53.5 565 90 In 89.6 543 71.8 483 58.0 543 60.7 474 49.7 543 52.9 486 43.6 543 47.1 458 38.6 543 42.8 452 34.8 543 39.5 446 j 29.0 543 34.9 438 24.8 543 32.1 430 21.7 543 30.7 426 98 In 57.3 476 58.0 427 47.8 478 49.7 419 ; 40.9 478 43.2 412 35.8 478 38.6 408 31.8 478 34.8 400 28.7 476 32.0 396 23.9 478 28.1 386 20.6 478 25.6 380 17.9 478 24.2 376 108 In 40.3 377 41.1 341 4 33.5 377 34.6 336 28.8 377 30.0 330 25.2 377 28.6 326 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 111 In 37.1 357 37.8 323. 30.9 357 31.8 318 28.6 357 27.8 313 23.2 367 24.4 309 20.6 _ 357 22.0 305 18.5 357 20.1 301 16.4 357 17.4 294 120 In 29.3 308 28.8 279 24.5 308 25.1 274 21.0 1 308 21.7 270 18.3 306 19.2 267 18.3 308 17.3 263 144 in 17.0 212 17.2 196 P TABLE 6B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 27k Concrete 3.5k Conc. Hollow CMU Filled CMU PT WOOd Metal Anchor type: 3/18" 3118 Elco Ultracon 1/4" Elco tUtracarr 5/16" Elco Ultracon 3/16" Elco Ultracon 114 Elco Ultracat 1/4" SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator 410 Steel Screw (G5) 812 Steel Screw (05) 512 Steel Screw (05) Edge Distance (in): 1° 2-1/2" 1" 2 -1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 2° 3-1/8" 2" 0.48" 0.54° 0.324" Embedment (in): 1 -3/4" 1-3/4" 1-3/4" 1-3/4" 2" 1 -1/4" 1 -114" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/6" 1-3/8 (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard Clip (Fig. 1 01'2): 390 Ibs 390 ibs 450 Ibs 890 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 Ibs 664 Ibs 1182 Ibs 326 Ibs 420 Ibs 560 Ibs 4 Anchors @ 225' Min. O.C. / Standard Clip (Fig. 3): 700 lbs 700 Ibs 580 Ibs 1410 Ibs 952 ibs N/A 680 Ibs N/A 630 Ibs N/A 880 Ibs N/A 652 Ibs 840 ibs 1120 Ibs 8 Anchors @ 1.16 Min. O.C, / Standard Clip (Fig. 4): 880 Ibs 1400 Ibs N/A N/A N/A N/A 760 Ibs N/A NIA N/A N/A NIA 1304 Ibs 1680 Ibs 2240 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 5): 780 lbs 780 Ibs 900 Ibs 1780 Ibs 3288 lbs 540 Ibs 580 Ibs 708 ibs 1480 Ibs 936 lbs 1328 Ibs 2384 Ibs 852 Ibs 840 Ibs 1120 Ibs 8 Anchors @ 3" Min. O.C.1(2) 2x5 Angle Clips (Fig. 6): 1170 Ibs 1170 Ibs 1020 Ibs 2340 ibs 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 1404 Ibs 1320 Ibs 3548 ibs 978 Ibs 1260 Ibs 1680 Ibs 4 Anchors @ 0.45 Min. O.C. 1 U -Clip, into 1 /8° Alum. (Fig. 7): N/A N/A N/A N/A N/A N/A N/A WA NIA N/A WA N/A N/A N/A 1432 Ibs 2 Anchors @ 2.25" Min. O.C. / F-Ciip (Fig. 8): 360 Ibs 350 Ibs 290 Ibs 705 Ibs 476 Ibs N/A 280 Ibs N/A 315 Ibs 0 Ibs 440 1bs 0 Ibs 326 Ibs 420 Ibs 560 Ibs 4 Anchors @ 1.15" Min. O.C. / F-Clip (Fig. 9): 480 Ibs 700 Ibs NIA WA NiA NIA 3BD li• N/A N/A N/A N/A WA 652 Ibs 840 lbs 1120 Ibs FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. FIGURE 3. • o o ° O o o• • o o ° o•• ° 0 o • ° o• 0 • FIGURE 5: • • • FIGURE 6: • • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 4. • • • • • FIGURE 8: • 0 0 FIGURE 7: FIGURE 9: • • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (Ulm) X (ANCHOR CAP., ,,,a) = ANCHOR 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 A MINIMUM ANCHOR CAPACITY WHICH MAY BE 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 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 SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -I 1.000" I- 4.000" .126" 1" X 4° X .125" MULLION a a O 0 z J J W - RESISTANT ALUMINUM TU a 8 0 U) "JJ 2 to 'd- x N M co 1 Z �Q .0 �o PRODUCT REVISED as complying with the Florkla Building Code Acceptance No pirationiDate .011 NaPktilVis By 1 Miam • ade Product" ,;, -, �� \tlllll /1 oN.( LYNN �',.• N)GEN4- �F'A Qom. * f No. 58705 1 -p�a 3o 11 : AC)./i./N-its°6:INLTILEIA;R::P.:. 14173: . f!..c.)TP!"..‘4..&/ FL P.E.# 58705 TABLE 7A Mullion Capacity Table (Ibsift2) 1 x 4 x .375 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- -spann ng mullions) 50 in 60 In 70 in 80 In 00 In 100 in 120 In 140 In 160 In Rectangular Loading Trap/Rising. Loading Rectangular Loading Trap!Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trep/Trlang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading TraprTriang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/ "'clang. Loading Rectangular Loading Trap/Tdang. Loading 2G Ji 2" fa ` ilfl f I fa IL 478 f G 170.0 fa :5 170.0 • Anchor Capacity • Required Qbs) 2 170.0 m Anchor Capadtyy n Required pbs) 2 Anchor Capacity fired OW J njJ_U 1 -1/4° Anchor Capacy Required (Ibs) 11 gG AnchorCapaaly Requited Obs) 1-3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard Clip (F19.1 or 2): iJJ1 QrG '', 1644 Ibs li la 1111 Anchor Capacity Required () 1 2G • Anchor Capacity Required (Ws) Mull Length __ 42 in 170.0 820 170.0 435 170.0 744 170.0 688 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 48 In 170.0 708 170.0 524 170.0 880 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 660 ! 170.0 1700 170.0 880 170.0 1983 170.0 680 151.8 2024 170.0 680 50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 156.0 1919 170.0 758 138.5 1919 170.0 768 641n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 8521bs 170.0 1434 170.0 837 170.0 1594 170.0 858 159.9 1799 170.0 881 137.1 1799 170.0 861 120.0 1799 170.0 861 BO in 170.0 865 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 170.0 1594 170.0 998 155.5 1819 170.0 1033 129.6 1819 170.0 1083 111.0 1619 170.0 1063 97.2 1619 170.0 1083 83 in 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1489 170.0 1015 155.7 1542 170.0 1078 141.0 1542 1122 117.6 1542 168.5 1158 100.7 1542 167.9 1157 88.1 1542 187.9 1157 88 in 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.8 1472 170.0 1088 142.8 1472 168.8 1148 128.6 1472 158.8 1130 107.1 1472 147.8 1108 91.8 1472 148.0 1104 80.3 1472 146.0 1104 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 150.8 1320 186.2 1101 132.0 1320 149,9 1082 117.3 1320 137.8 1066 105.8 1320 128.8 1049 88.0 1320 117.0 1024 75.4 1320 112.8 1013 68.0 1320 112.5 1012 76 In 170.0 1122 170.0 937 148.6 1184 159.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 115.3 984 89.8 1184 107.6 952 74.8 1184 97.8 935 64.1 1184 93.1 927 58.1 1184 92.3 925 78 In 168.1 1124 170.0 967 138.4 1124 147.0 965 118.8 1124 128.8 947 103.8 1124 116.8 931 92.3 1124 105.8 918 83.0 1124 98.5 908 69.2 1124 89.0 890 59.3 1124 84.3 881 51.9 1124 83.2 878 90 in 108.1 844 111.5 750 90.1 844 CI 736 77.2 844 82.1 724 67.8 844 73.3 ® 60.1 844 68.5 702 54.0 844 61.4 893 45.0 844 54.2 m 36.6 844 60.0 668 33.8 844 47.7 662 98 In 89.1 742 91.5 863 74.2 742 77.2 652 63.9 742 67.2 641 65.7 742 60.8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.8 742 39.8 590 27.8 742 37.6 584 108 in 82.8 586 63.9 530 62.1 586 53.8 521 44.7 588 48.6 513 39.1 586 41.4 505 34.3 588 37.3 498 31.3 566 34.2 492 26.1 688 29.6 481 22.3 686 28.8 472 19.6 588 24.7 405 1111n 57.6 555 68.8 503 48.0 655 49.5 495 ,� 555 42.9 487 36.0 655 38.0 480 32.0 555 34.2 473 28.8 565 31.3 467 24.0 555 27.1 20.8 555 24.3 448 18.0 655 22.4 442 1201n 46.8 476 48.4 433 38.0 476 39.0 426 32.8 475 33.7 420 28.5 D 29.8 414 25.3 475 28.8 408 22.8 476 24.5 404 19.0 476 1311 395 16.3 476 18.7 387 475 17.2 381 144 in 28.4 330 28.7 305 22.0 330 22.4 301 18.9 330 19.3 297 16.5 330 17.0 203 ------'------------- TABLE 7B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchorlype: 3/16" Elco Ultracon 1/4" Elm Ultracon 5/16" Elco Ultracon 3/16" Elco Uitracon 1/4" Elea Ultracon 114" SS EIco AggreGator 5/18° EIco Ultracon 1/4° SS Elco AggreGator 010 Steel Screw (05) 612 Steel Screw (05) 612 Steel Screw (G5) Edge Distance (in): 1" 21/2" 1" 2 -1/2" 3-1/8" ` 1" 2-1/2" 1" 2 -1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1 14/4" 1-3/4" 1 -3/4" 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4° 1-1/4" 2" 1-3/8" 1-3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard Clip (F19.1 or 2): . 390 Ibs 390 Ibs 450 Ibs 890 lbs 1644 Ibs 270 Ibs 280 Ibs 354108 , 740 lbs 488 Ibs 664 Ibs 1182 Ibs 328 Has 420 lbs 560 lbs 4 Anchors (d) 2.25 Min. O.C. / Standard Clip (Fig. 3): 700 lbs 700 lbs 680 Ibs 1410 Ibs 952 Ibs N/A 580 Ibs N/A 630 Ibs N/A 880 lbs N/A 652108 840 Ibs 1120 lbs 8 Anchors © 1.15" Miin. O.C. / Standard Clip (Fig. 4): 960 lbs 1400 Ibs N/A N/A N/A N/A 760 Ibs N/A N/A N/A NiA N/A 1304 Ibs 1680 Ibs 2240 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 5): 780 Ibs 780108 900 lbs 1780 Ibs 3288 Ibs 540 it* 560 lbs 708 lbs 1480 lbs 938 Ibs 1328 lbs 2364 Its 852 lbs 840 Ibs 1120 Ibs 8 Anchors P3 3° Min. O.C. / (2) 2x5 Angle Clips (Fig. 6): 1170 lbs 1170108 1020 Ibs 2340 Ibs 2844 Ibs 810 Ibs 8401bs WA 1140 lbs 1404 Ibs 1320 lbs 3548 Ibs 978 Ibs 1280 lbs 1680 Ibs , 4 Anchors (u3 0.45 Min. O.C. / U -Clip, Into 1/8" Alum. (Fig. 7):1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WA N/A WA 1432 Ibs 2 Anchors @ 2.25" Min. O.C. / F-CIIp (Fig. 8): 350 Ibs 3501bs 290 Ibs 705 lbs 476108 N/A 280 Ibs N/A 315 Ibs 01bs 440 Ibs 0 lbs 328 Ibs 420 Ibs 580 Ibs 4 Anchors @ 1.16° Min. O.C. / F-Clip (Fig. 9): 480 Ibs 700 lbs N/A WA N/A NIA 380 lbs N/A N/A N/A N/A N/A 8521bs 840 lbs 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. 0 0 • • 0 0 0 0 0 • 0 FIGURE 3. FIGURE 4. • 0 0 0 0 FIGURE 5: • FIGURE 6: • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. • • • • • • 0 • • • • FIGURE 8 0 0 • • FIGURE 7: FIGURE 9 • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ( ANCHOR CARP",,,,, ) -ANCHOR 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 A MINIMUM ANCHOR CAPACITY WHICH MAY BE 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 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 SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -) 1.000" 1--- 4.000" .375° 1 °X4 "X.375 "MULLION LL V 0 0 c0 1 d .-Z 1 co co PRODUCT REVISED as complying with the Florida Building Code Acceptance No 131.: 1 A tac.iration� ate r�r! •1 By .��u,12!1�/ Miam 0 .' C Product' ■ ' 1 tt111111J! R�. * : No. 5t3705 'o : •• 11 ct 1Q t • -:0,;-i �•••• F OTRE \ ©O�F ••0 %�� .. ST ''77S ONA� ,,•�0. A. LYNN 11)1fl:LER, P.E. FL P.E.# 58705 TABLE 8A TABLE 8B Anchor Capacity Table (Ibs) Mullion Capacity Table (lbslitz) or Opening Height (for horizontally -spann ng mullions) 1.25" 3.188" .265" Tube x x Alum' MullG Opening Width (for vertically- spanning muttons) 69 in 60 In 70 in 80 In 90 in 100 In 120 in 140 In 160 la Rectangular Loading 812 Steel Screw (05) Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. loading Rectangular Loading Trap /Mang, Loading Rectangular Loading Trap/Tdang. Loading Rectangular ' Loading Trap/Triang. Loading Rectangular Loading Trap/Nang. Loading Rectangular Loading Tiap/Triang. Loading Rectangular Loading TraplTdang. Loading if ii li . Anchor Capacity Required() if Anchor Capacity Required (Ibs) § Anchor Capacity Required (lbs) 1 -114" Anchor Capacity Required Oils) 1 -1/4" Anchor Capacity Required (lbs) 1 -318" 1-3/8" (see note 4) 2 Anchors <? 4.75" Min. O.C. / Standard Clip (Fig. 1):p 390 Ibs _ 450 Ibs 890 Ibs 1644 Ibs �, 280 Ibs _ 740 Ibs 468 Ibs A Anchor Capacity Required (lbs) i 1 li 1 I ti la ii -� 111 Anchor Capacity Required (!bs) 51 II 1 1 I ® J 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1458 1710 521 1710 1735 170.0 521 151.6 1789 1710 621 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 880 164.8 1548 170.0 880 132.7 1548 170.0 880 116.1 1548 170.0 880 50.6251n 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 187.0 1468 170.0 766 139.2 1468 170.0 758 119.3 1468 170.0 756 104.4 1488 170.0 758 54 In 170.0 787 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146.6 1378 170.0 856 122.3 1378 170.0 881 104.8 1378 170.0 861 91.7 1378 170.0 881 60 In 170.0 886 170.0 701 170.0 1083 170.0 797 168.9 1168 170.0 878 139.0 1166 187.4 930 123.8 1158 158.8 919 111.2 1168 150.0 912 92.7 1158 144.8 805 79.4 1158 144.8 905 1 88.5 1158 144.8 905 63 In 170.0 930 170.0 746 160.1 1051 170.0 850 i 137.2 1061 155.9 882 120.1 1051 142.0 848 108.7 1051 132.3 837 98.1 1051 125.7 830 80.1 1051 119.5 822 68.8 1051 119.1 821 80.0 1051 119.1 821 66 in 187.1 957 170.0 789 139.3 957 151.8 805 119.4 857 134.0 790 104.4 967 121.6 777 92.8 857 112.8 767 63.8 957 108.8 759 69..8 957 100.0 750 69.7 957 98.9 748 62.2 967 98.9 748 721n 128.7 804 135.2 898 107.3 804 115.2 884 81.9 804 101.3 671 80.4 804 91.4 680 71.5 804 84.1 650 64.4 804 78.8 843 53.6 804 72.3 633 48.0 804 69.9 829 1 40.2 804 89.8 828 78 in 109.4 722 114.4 630 91.2 722 87.2 815 78.2 722 85.3 608 68.4 722 78.7 598 80.8 722 70.3 688 54.7 722 56.5 580 45.8 722 69.5 670 39.1 722 66.7 585 34.2 722 58.2 684 78 In 101.2 885 105.8 600 84.4 685 89.8 588 72.3 885 78.5 577 83.3 885 70.6 568 58.2 885 84.6 680 50.8 686 80.1 553 42.2 685 64.3 543 35.2 685 61.4 537 31.6 686 50.7 636 90 in 65.9 615 88.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 38.8 516 40.8 428 33.0 515 37.4 422 27.5 615 33.1 413 23.5 615 30.5 407 20.6 515 29.1 404 98 In 54.3 463 85.8 404 45.3 453 47.1 397 38.8 463 41.0 391 33.9 463 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.8 453 26.6 388 19.4 453 24.3 360 17.0 453 22.8 358 108 In 38.1 358 39.0 323 31.8 368 32.8 315 27.2 358 28.4 313 23.8 358 26.2 308 21.2 358 22.7 304 19.1 358 20.8 300 15.9 355 18.0 293 111 in 35.1 338 35.8 306 29.3 338 30.1 301 25.1 335 26.1 297 22.0 338 23.2 283 19.5 338 20.9 289 17.6 338 18.1 286 120 In 27.8 290 28.3 264 23.2 290 23.8 280 19.9 290 20.8 258 17.4 290 18.2 263 16.4 290 18.4 249 1441n 18.1 201 16.3 188 I TABLE 8B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18° Elco Ultracon 1/4" Elco Ultracon 5118' Elea Ultracon 518° Elco Ultracon 114° Elco Ultracon 1/4" SS Elea AggreGator 5118" Elco Ultracon 1/4" SS Elco AggreGator 810 Steel Screw (05) 912 Steel Screw (05) 812 Steel Screw (05) Edge Distance (In): 1" 21/2" 1" 2 -1/2° 3-1/8" 1° 21/2" 1° 21/2" 2° 3.1/8" 2" 0.48 0.54' 0.324 Embedment (in): 14/4" 1-3/4" 1 -3/4" 1-3/4" ' 2" 1 -1/4" 1-1/4" 1 -1/4" 1 -114" 1 -1/4" 1 -1/4" 2" 1 -318" 1-3/8" (see note 4) 2 Anchors <? 4.75" Min. O.C. / Standard Clip (Fig. 1):p 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1644 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 Ibs 864 Ibs 1182 Ibs 328 Ibs 420 Ibs 560 lbs 4 Anchors (41.16" Min. O.C. / Standard Clip (Fig. 2):r 480 Ibs 700 lbs NIA N/A N/A WA 380 Ibs N/A WA N/A NIA N/A 852 Ibs 840 Ibs 1120 lbs 4 Anchors ® 3" Mln. O.C. / (2) 2x5 Angle Clips (Fig. 3): 780 Ibs 780 Ibs 880 Ibs 1580 Ibs 1896 lbs 640 Ibs 660 Ibs N/A 760 Ibs 936 Ibs 880 Ibs 2384 Ibs 652 Ibs 840 Ibs 1120 Ibs 4 Anchors ± 0.45" Min. O.G. / U -Clip, into 1 /8" Alum. (Flg. 4): N/A N/A N/A N/A N/A NIA NIA WA N/A N/A N/A N/A N/A N/A 1432 Ibs 1 Anchor / F-Clip (Fig. 5): 185 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibs 135 Ibs 140 Ibs 177 Ibs 370 Ibs 234 Ibs 332 Ibs 591 Ibs 183 Ibs 210 Ibe 280 Ibs 2 Anchors .3 1.15" Min. O.C. / F.Clip (Fig. 6): 240 le 360 Ibs N/A NIA N/A NIA 190 Ibs WA N/A NIA NIA WA 328 Ibs 420 Ibs 560 Ibs FOR THE Orrst r I. LIP, USE THE SAME ANGHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: • 0 • 0 FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: 0 • • • FIGURE 6: • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„�) X ANCHOR CAP. ,,�"T„'") ANCHOR CAP.,,,,. MULLION 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. 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 18-20. ALL MULLION CLIPS 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 SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188" .265" 1.25" X 3.188" X .285' MULLION (1 -1/4" VF MULLION) 4 E MULLIONS MPACT RESISTANT ALUMINU N N r L Z i co PRODUCT REVISED as complying with the Florida Building Code Acceptance No / /i irati' Pate /0.i'. AIV By Mi., , ' I ade Product ``��1Iilitl / / /�� ` ��`t`•'��GENSE�'..'P - * No. 58705 .13 3°71 ��O' $ i TE OF ,•�+�: A. LYNN /Niti.L�'R, P.E. FL P.E.# 58705 TABLE 9k Mullion Capacity Table (Ibslft2) 2 x4 Alum. Mullion x.25 Tube Opening Width (for vertically-spanning mullions) or Opening Height (for horizontally -span ng mullions) 50 in 60 in 70 In 80 in 90 In Ir 100 In 120 In 140 in 160 in Rectangular I Loading Trep/Triang. Loading Rectangular Loading Trap/THang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Traplydang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Tap/Wang. Loading Mullion Capacity i 1111 0.48" Anchor Capacity Required (bs) 0.324" . 14/4" Anchor Capacity Requred (lbs) i 111111 1-3/4" i Anchor Capacity Required (Ibs) �& Anchor Capacity Required (lbs) 11 fllihiJfiilfl f i fG 1-318" (see note 4) Anchor Capacity Required Ohs) i flilflilf a 450 Ibs 890 lbs -_ mbar amity Required (Ibs) uhIItilIgliuII Li i 488 Ibs 884 Ibs G 328 Ibs 2 Mull Length 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 In 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 680 170.0 2287 170.0 680 50.625 In 170.0 747 170.0 583 170.0 888 170.0 831 170.0 1048 170.0 684 170.0 1196 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.0 758 54 in 170.0 797 170.0 612 170.0 9888 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 856 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 861 win 170.0 885 170.0 701 170.0 1063 170.0 787 ' 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 i 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1083 180.8 2880 170.0 1063 83 In 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 145.9 2553 170.0 1171 86 in 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1088 170.0 1763 170.0 1156 170.0 1948 170.0 1210 170.0 2338 170.0 1275 181.9 2437 170.0 1288 132.9 2437 170.0 1288 72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2128 170.0 1387 146.8 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1630 78 In 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1980 170.0 1421 148.6 1960 170.0 1505 123.8 1980 181.6 1548 108.1 1960 154.0 1536 92.9 1980 152.7 1531 781n 170.0 1151 170.0 987 170.0 1381 170.0 , 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1369 162.7 1881 170.0 1474 137.4 1861 183.1 1500 114.5 1861 147.3 1473 98.2 1881 139.8 1459 85.9 1881 137.8 1454 90 M 170.0 1328 170.0 1144 149.1 1398 158.0 1219 127.8 1398 138.0 1198 111.8 1398 121.3 1179 09.4 1398 110.2 1182 89.6 1398 101.8 1147 74.5 1396 89.8 1122 83.9 1398 82.7 1105 55.9 1398 78.9 1098 96 In 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1081 92 1229 98.8 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1018 61.4 1229 72.2 993 62.7 1228 65.9 977 48.1 1228 62.1 987 108 In 103.5 971 105.8 877 88.3 971 89.0 882 74.0 971 77.2 849 64.7 971 68.4 837 57.5 971 81.8 825 51.8 971 58.5 815 , 43.1 971 49.0 798 37.0 971 44.0 782 32.4 971 40.8 771 111 in 95.4 919 97.3 832 79.5 919 81.0 819 88.1 919 70.9 808 59, 919 82.9 794 63.0 919 56.7 784 47.7 919 51.8 774 39.7 919 44.8 758 34.1 919 40.2 742 29.8 919 37.1 732 120 In 76.5 788 76.8 718 82.9 786 84.5 705 53.9 788 55.8 885 47.2 786 49.4 686 41.9 788 44.4 677 37.7 788 40.5 685 31.6 786 34.9 853 27.0 788 31.0 041 23.8 786 28.4 631 144 in 43.7 548 44.2 604 38.4 548 37.0 498 31.2 548 31.9 491 27.3 646 28.2 485 24.3 546 25.3 479 21.8 548 22.9 474 18.2 548 19.5 484 15.6 548 17.2 455 13.7 546 15.5 448 TABLE 9B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate:, 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18' Elco Ultracon 1/4° Eico Ultracon 5118 Elco Ultracon 3/16" Eico Ultracon 1/4' Elco Ultracon 114" SS Elea AggreGator 5118" Eico Minoan 1f4" SS Elw AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) 812 Steel Screw (G5) Edge Distance (in):p 1" 2 -1/2" 1° 2-1/2" 3.1/8° 1" 2-1/2" 1° 2 -1 /2° 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 14/4" 13/4" 1-3/4° 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2' 1 -316" 1-318" (see note 4) 2 Anchors c, 4.75" Min. O.C. / Standard Clip (Fig. 1 or a : 390 lbs 300 Ibs 450 Ibs 890 lbs 1644 Ibs 270 Ibs 280 ibs 354 Ibs 740 Ibs 488 Ibs 884 Ibs 1182 Ibs 328 Ibs 420 Ibs 660 Ibs 4 Anchors @ 2.68" Min. O.C. / Standard Clip (Fig. 3): 740 Ibs 740 Ibs 630 Ibs 1485 Ibs 1424 Ibs N/A 560 Ibs N/A 895 Ibs N/A 880 Ibs WA 652 Ibs 840 Ibs 1120 Ibs 6 Anchors ®1.71' Min. O.C. / Standard Clip (Fig. 4): 885 Ibs 050 I .•. 758 lbs 1948 Ibs N/A WA 705 Ibs NIA 799 Ibs N/A N/A N/A 978 Ibs 1260 Ibs 1680 Ibs 4 Anchors @ 3' Min. O.C. / (2) 2x5 Angle Clips (Fig. 5): 780 Ibs 780 Ibs 680 Ibs 1560 Ibs 1898 Ibs 5401- 560 Ibs N/A 760 Ibs 938 Ibs 580 Ibs 2384 Ibs 852 Ibs 840 lbs 1120 Ibs 6 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 8): 1170 Ibs 1170 Ibs 1020 Ibs 2340 lbs 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 1404 Ibs 1320 ibs 3546 Ibs 978 Ibs 1280 Ibs 1880 Ibs 3 Anchors @ 1.34" Min, O.C. / U -Clip, Into 1/8" Alum. (Fig. 7): N/A N/A NIA N/A N/A N/A NIA NIA N/A WA NIA N/A N/A N/A 0741 8 Anchors ® 0.64" Min. O.C. / U-Clip Into 1/8" Alum. (Ftg. 8): NIA N/A N/A WA WA WA N/A N/A N/A N/A N/A N/A N/A WA 21 Ibs 2 Anchors ; 2.68" Min. O.C. / F-Clip (Fig. 9): 370 ibs 370 Ibs 315 Ibe 743 Ibs 712 Ibs N/A 280 Ibs WA 348 ibs N/A 440 Ibs N/A 328 Ibs 420 Ibs 560 Ibs 3 Anchors .© 1.71° Min. O.C. / F-Clip (Fig. 10): 390 Ibs 390 Ibs 340 Ibs 780 lbs 948 Ibs 270 Ibs 280 Ibs N/A 380 ibs 468 Ibs 440 Ibs 1182 Ibs 326 Ibs 420 Ibs 560 Ibs FIGURE 1: • 0 0 O 0 O 0 O 0 0 0 • FIGURE 5: • FIGURE 2: 0 0 O 0 O 0 O 0 0 • 0 • • FIGURE 3: • 0 • O 0 O 0 O 0 0 • FIGURE 6: • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: (be • • • o 0• •• • • O 0 O 0 O 0 0 • • 00 00 O 0 • FIGURE 4: • O 0 0 0 O 0 • • • • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR x ( ANCHOR CAP.,",,,,&,) .ANCHOR CAP.,, `MULLION 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: 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 18-20. ALL MULLION CLIPS 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 SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL .250" 4.000" 2" X 4" X .25" MULLION 8 a in N X N CV �C M O M t0 1 Z PRODUCT REVISED as complying with the Florida Building Code , Acceptance No imtioti L ate By ado Product 1‘ LYNN i \�� Or1� ........ M /<<F // ■ / . No.58705 .. t t 3 It jv+ STA E O P ACOR10.••'�0 �� /�;SSIONAL A. LYNIV MILL'E'R, P.E. FL P.E.# 58705 TABLE 10A Mullion Capacity Table (ibsIft2) 2 x Alum. Mullion 6 X.25 Tube Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 in 60 in 70 in 80 In 90 In 100 in 120 In T 140 In 160 in 1 Rectangular Loading 1/4° SS Elco AggreGator Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Tiap!Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TraplTdang. Loading A. 12: g, G li 4. f g g g. � G li 11 tar Mrdlion Capacity ij) Anchor Capacity Required (Ms) Mullion Capacity (lom) Anchor Capacity Required (lbs) 11 Anchor Capacity Required (lbs) g 1 Q Mullion Capacity (lbstft2) Anchor Capacity Required Os) Mullion Capacity (tbsft2) 11 1Jflas 390 Ibs il Pi 11 Mc G 11 err Al Mc la 11 arc J1 Mc :1 2 li �� Anchor Capacity Required (lbs) Mc Anchor Capacity Required (lbs) Mu1Gar rapacity (Ibsttt2) .i ear g W S a ' 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 858 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 880 50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 854 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 758 54 In 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 881 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1083 170.0 2833 170.0 1083 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 170.0 03 + 170.0 2075 170.0 1171 66 in 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 + 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 72 in " 170.0 1083 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315! 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 . 76 in 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1670 170,0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1829 170.0 3140 170.0 1894 170.0 3589 170.0 1705 78 In 170.0 1151 170.0 967 170.0 1381 170.0 1116 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1798 90 in 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2856 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 138.5 3413 170.0 2381 981n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1822 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 3199 170.0 2338 137.1 3199 166.8 2470 120.0 3199 156.1 2428 108 in 170.0 1594 170.0 1409 170.0 1913 170.0 1847 170.0 2231 r 170.0 1870 1 176.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 181.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 118.0 2190 111 in 170.0 1638 170.0 1464 170.0 1966 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2632 162.3 2245 138.6 2632 148.4 2216 113.8 2832 128.4 2168 97.6 2632 115.1 2128 05.4 2632 106.3 2096 120 In 170.0 1771 170.0 1588 1 j 170.0 2125 170.0 1859 154.4 2252 159.9 1891 135.1 2262 141.4 1884 120.1 29s, 127.2 1938 108.1 2252 116.1 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1836 67.6 2252 61.4 1808 1441n 125.1 1584 128.6 1445 104.3 1584 108.1 1425 89.4 1564 91.5 1407 78.2 1564 80.7 1390 89.5 1584 72.3 1373 82.6 1884 65.7 1358 52.1 1584 56.0 1330 44.7 1684 49.2 1305 39.1 1564 44.4 1283 :TABLE 10B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: a 2.7k Concrete 3.6k Conc.' Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" Elco Ultracon 1/4" Elco Ultracon 6118° Etco Ultracon 3/16' Etco U itracon 1/4° Elco Ultracan 114" SS Elco AggreGator 6/18" Elco Ultracon 1/4° SS Elco AggreGator 810 Steel Screw (G5) 812 Steel Screw (G5) 812 Steal Screw (G5) Edge Distance (in): 1° 2 -1/2° 1" 2 -1/2" 3-1/8" 1" 2 -1/2" 1° 2- 112" 2" 3-1/8" 2' 0.48" 0.54" 0.324" Embedment (In): i 14/4° 1 -3/4" 1-3/4" 1-3/4" 2" 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4° 1 -1/4° 1 -1/4" 2° 1 -3/8" 1 -3/8" (see note 4) 2 Anchors © 4.75" Min. O.C. 1 Standard Clip (Fig. 1 or 2): 390 Ibs 390 Ibs 450 Ibs 890 Ibs 1844 Ibs 270 Ibs 280 Ibs 364 Ibs 740 Ibs 488 Ibs 664 Ibs 1182 Ibs 3261bs 420 Ibs 680 Iba 4 Anchors (@ 4.68" Min. O.C. / Standard Clip (Fig. 3): 780 Ibs 780 Ibs 900 Ibs 1780 Ibs 3084 Ibs 540 Ibs 580 Ibs 708 Ibs 1480 Ibs 936 Ibs 1104 Ibs 2364 Ibs 662 Ibs 840 Ibs 1120 Ibs 8 Anchors (0 1.71" Min. O.C. / Standard Clip (Fig. 4): 1180 Ibs 1400 Ibs 1010 Ibs 2595 Ibs N/A N/A 940 Iba N/A 10651bs N/A N/A N/A 1304 Ibs 1880 ibs 2240 Ibs 4 Anchors (p 3" Min. O.C. / (2) 2x6 Angle Clips (Fig. 5):, 780 Ibs 780 Ibs 860 Ibs 1680 Ibs 1896 Ibs 540 Ibs 660 Ibs NIA 760 Ibs 938 Ibs 880 Ibs 2364 Ibs 652 ibs 840 Ibs 1120 Ibs 8 Anchors @ 3" Min. O.C. / (2) 2x5 Angie Clips (Fig. 8): 1560 Ibs 1580 Ibs 1360 Ibs 3120 Ibs 37921bs 1080 Ibs 1120 Ibs N/A 1520 Ibs 1872 Ibs 1760 Ibs 4728 Ibs 1304 Ibs 1680 Ibs 2240 Ibs 12 Anchors @ 1.5" Min. O.C. / (2) 2x5 Angle Clips (Fig. 7): 1680 Ibs 2100 Ibs 1440 Ibs 3780 Ibs N/A WA 1320 Ibs N/A 1500 Ibs N/A N/A N/A 1958 ibs 25201bs 3360 Ibs 4 Anchors 48 1.34" Min. 0.0. / U- Clip, into 1/8" Alum. (Fig. 8): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1432 Ibs 8 Anchors @ 0.64° Min. O.C. / U -Clip, Into 1/8° Alum. (Fig. 9): N/A N/A N/A NIA N/A N/A N/A N/A NIA N/A N/A WA N/A N/A 2884 Ibs 2 Anchors @ 4.68" Min. 0.0. / F-Cllp (Fig. 10): 390 Ibs 390 Ibs 460 Ibs 890 Ibs 1532 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 488 Ibs 652 Ibs 1182 Iba 326 Iba 420 Ibs 560 Ibs 4 Anchors ®1.71" Mln. 0.C. / F-Ctip (Fig. 11): 590 Ibs 700 Ibs 505 Iba 1298 Ibs NiA NIA 470 Ibs N/A 533 Ibs N/A N/A WA 652 Ibs 840 ibs 1120 Ibs FIGURE 1: • 0 0 0 00 00 00 00 0 0 0 • FIGURE 5: • • FIGURE 2: • 0 0 0 00 00 00 0 0 O 0 • O • FIGURE 3: • 0 0 • 00 0 0 00 00 0 0 FIGURE 6: • • FIGURE 4: • • 00 00 00 0 0 • • • FIGURE 8: FIGURE 9: FIGURE 10 FIGURE 11. o•. •• • 0 0 • • 0 FIGURE 7 •• • • •• • 0 0 • 00 00 0 0 00 • • • • • 11 00 00 0 0 00 ANGLE CLIP (FIGURES 5 -7) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x (ANCHOR CAP.,",,,,,,") = ANCHOR 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 A MINIMUM ANCHOR CAPACITY WHICH MAY BE 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 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 SHEETS 18 -20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL .250" I- -- 2.000 " -----I 0 2 "X6 "X.25" MULLION 6.000" 11' co 0o co PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex . ratio ' ate VATAIVAKO. By Miami gel t, ade Prod' roduct' ' frog ``"t1111 /i /! /7 4444 ��'��;•''�\CEN4 F4) ▪ * No. 58705 • -0 • • -7'13 .• ST //1��, SION�� • A. LYNNrMtiLLER, P.E. FL P.E.# 58705 rE O ••�t</ TABLE 11A TABLE 11B Anchor Capacity Table (Ibs) Mullion Ca • ac(ty Table (Ibs /ft2) Opening Width (for vertically-spanning mullions) or Opening He ght (for horizontally -span ng mullions) 1.28" Tube x 2.11" Mull Hollow CMU 60 In 80 in 70 in 80 In 90 in 100 in 120 in 140 In 160 in Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trapfrriang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap1Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Traplmang. Loading Rectangular Loading Trap/Trtang. Loading Rectangular Loading Trap/Tdang. Rectangular Loading Loading Trap/Triang. Loading 11 2 Anchor Capacity Requited (bs) 1 � 2 ,h 1 gE 1 .11 Sr 1 t st Anchor amity Required dim) 2 11 a g Anchor Capacity Required Ab) 2 m 2 2" it �¢ a AndrorCapacity Required (Ws) § g la .g 11 I1 ER a Anchor Capacdy Required (Ibs) Mullion Capacity II 2 Anchor Capacity Requited (Its) 1 ` ^ fat fa 1. .Sil 11 a Mull Length 421n 144.2 528 167.0 428 120.2 626 148.9 103.0 , 528 138.9 414 90.1 528 134.6 411 80.1 526 134.1 411 72.1 528 134.1 411 60.1 528 134.1 411 51.5 528 134.1 411 45.1 526 134.1 411 48 In 96.6 403 108.0 333 80.5 403 84.7 326 69.0 403 88.4 320 60.4 403 81.4 317 53.7 403 79.1 315 48.3 403 78.8 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 60.825 in 82.3 382 91.0 301 68.8 362 79.3 294 58.8 382 71.9 289 51.5 362 87.2 288 45.7 362 84.8 284 41.2 382 63.8 283 34.3 362 83.5 283 29.4 382 63.5 283 382 83.6 283 64 in 67.8 318 74.1 267 58.5 318 64.2 281 48.6 318 57.7 258 42.4 318 63.6 253 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 318 49.1 248 21.2 318 49.1 248 60 In 49.5 258 53.1 219 41.2 268 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 258 33.4 203 20.6 258 32.2 201 ® 258 32.2 201 16.5 258 32.2 201 631n 42.7 234 45.8 200 D 234 39.1 195 30.6 234 34.7 192 28.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 189 15.3 234 26.5 183 13.4 234 26.5 183 66 In 37.2 213 39.4 183 31.0 213 33.7 179 28.5 213 28.8 176 23.2 213 27.0 173 20.6 213 28.1 170 18.8 ----'------------ 213 23.7 169 15.5 213 22.2 187 13.3 213 22.0 168 11.6 213 22.0 �... 168 721n 26.8 179 30.1 155 23.9 179 25.8 152 20.4 179 22.6 149 17.9 179 20.3 147 15.9 179 18.7 ■.....I�...... 145 78 in 24.3 16 26.4 140 181 .9 137 17.4 161 19.0 125 15.2 161 17.0 133 .. 78 in 22.6 1b2 2 23.6 133 3 1 18.8 162 2 1 19.9 131 18.1 152 17.b 128 TABLE 11B Anchor Capacity Table (Ibs) ' Anchor Clip Pattems Substrate: 2.7k Concrete 3.6k Corto. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3(18" Elco Ultmcon 1/4" Elco Ultracon 5(16" Elco Ultracon 3/18" Elco Ultracon 1/4" Elco Ultracon 114° SS Elco AggraGator 6116" Elco Ultracon 1/4" SS Elco AggreGator #10 Steal Screw (05) #12 Steel Screw (05) #12 Steel Screw (G5) Edge Distance (in): 1' 2 -1/2" 1" 2 -1/2" 3-1/8" 1" 2 -1/2" 1' 2 -1/2" 2° 3-1/8" 2' 0.48" 0.54" 0.324" Embedment (in): 1 -3/4" 13/4° 1-3/4" 1- 314" 2" 1 -1/4° 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4" 1 -114" 2" 1 -3/8" 1-3/8" (see note 4) 4 Anchors :: 3" Min. O.C. / (2) 2x6 Angle Clips (Fig. 1): 780 Ibs 780 Ibs 880 Ibs 15601bs 1898 Ibs 540 Ibs 880 Ibs N/A 780 Ms 938 Ibs 880 Ibs 2384 Ibs 652 Ibs 840 Ibs 1432 ibs FIGURE 1: • • • ANGLE CLIP 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 AND /OR 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 SHEETS 18-20. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI,) X (ANCHOR CAP.,,,\ ' ANCHOR CAP.,,,. `MULLION CAP.,°,M.,,J 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. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. _ " ,' 0 2.116" .125" 1.26" X 2.11" X .125" MULLION (INTEGRAL FIN MULLION) CNI o t1" c5 O (0 1 1 PRODUCT REVISED as complying with the Florida Building Code Acceptance No P' / P E iiatio 1i?ate Y iVi s '4' By �/ � '�_ / ' Miami .r ale Pr0dtre ' 1 ` \ \titill // �'��',•• \ \r,E,NSF�•••F'Q `Y. No. 58705 ":.d v�v fl Ir O •to, • STA E OF i <S'S/ONAL A. LYNN NII�'LER, P.E. FL P.E.# 58705 TABLE 12A Mullion Capacity Table (Ibs /ff2) 3.26" 30 DEG. AL BAY MULL Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally - spanning mullions) 50 In Trees angang Loading 60 Rectangular Loading in 70 In 80 in 90 In 100 In 120 In 140 In A. 160 in Rectangular Loading Trap/Tr€ang. Loading Rectal aruf Loading Tr ap/Trlang. Loading Rectangular Loading ' Tmprrdang. Loading Rectangular Loading Trapffrieng. Loading Rectangular ' Loading Trap/Triang. Loading Rectangular Loading TraplTdang. Loading Rectangu ail Loading Tiap/Tdang. Loading Rectangular Loading Tra /Tdang. Loading it ZG � f Q 1 '.� C ` ,G 1 Q.• .A^ ,(tp¢�� G 0.54" . LG Embedment (In):I c �' G 1-3/4" 1-3/4" 1-3/4' . 2 G 1 -1/4" 1 -1/4° 1 -1/4" . c� ka •d'G 1 -114" ,l" _ 22G A P g� �Qj �lK A' II A' .1^ 2' 2 Anchors c? 5" Min. O.C. / (2) 2x$ Angle Clips (Fig. 1): II A 2G 890 lbs `B' r II ' ' 4' II 2. II f g`' ii i' g 2 G G II L 2G II 328 lbs 42In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 5 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 49 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 830 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 680 152.2 1622 170.0 680 130.6 1522 170.0 880 114.2 1522 170.0 880 50.825 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 184.2 1443 170.0 756 138.9 1443 170.0 758 117.3 1443 170.0 758 102.6 1443 170.0 758 54 in 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 180.4 1353 170.0 837 144.3 1353 170.0 858 120.3 1353 170.0 881 103.1 1353 170.0 881 90.2 1353 170.0 851 60 in 170.0 885 170.0 701 170.0 1083 170.0 797 167.0 1218 170.0 878 148.1 1218 170.0 944 129.9 1218 159.8 936 118.9 1218 152.1 924 97.4 1218 148.1 913 83.5 1213 148.1 913 73.1 1218 148.1 913 83 in 170.0 930 170.0 745 1 170.0 1116 170.0 850 150.2 1150 188.8 933 131.4 1150 153.0 914 118.8 1150 141.9 898 " 105.1 1150 134.2 885 87.6 1150 128.7 871 75.1 1150 128,2 870 85.7 1160 128.2 870 86 In 170.0 974 170.0 789 152.4 1048 165.8 881 130.6 1048 148.6 864 114.3 1048 133.1 850 101.8 1048 123.4 839 91.4 1048 118.6 830 76.2 1048 109.4 821 65.3 1048 108.2 818 57.1 1048 108.2 818 72 in 140.8 880 147.9 784 117.4 880 128.0 748 100.8 680 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 88.2 703 58.7 880 79.2 693 50.3 880 78.5 888 44.0 880 76.4 888 781n 119.7 780 125.1 690 99.8 790 108.4 878 85.5 790 93.3 683 74.8 790 83.9 652 88.5 790 78.9 643 i 59.9 780 71.7 635 4 49.9 790 65.1 624 42.8 790 62.1 819 37.4 790 81.5 817 78 In 110.8 750 115.5 657 02.3 750 98.1 644 79.1 750 85.9 632 69.2 750 77.1 621 61.5 750 70.6 - 612612 55.4 750 65.7 805 48.2 750 59.4 594 39.6 760 58.2 588 34.6 750 85.5 588 80 In 72.1 583 74.4 500 60.1 563 82.9 491 51.5 583 54.8 483 45.1 583 48.9 475. 40.1 683 44.4 468 38.1 883 40.9 482 30.0 583 36.2 452 26.8 583 33.3 445 22.5 563 31.8 442 98 in 59.4 495 81.1 443 48.5 495 51.5 435 ' 42.4 485 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 28.6 394 18.8 495 25.0 390 108 in 41.7 391 42.8 353 34.8 391 35.9 348 28.8 391 31.1 342 28.1 391 27.6 337 23.2 391 24.8 333 20.9 391 22.8 328 17.4. 391 19.7 321 14.9 391 17.8 315 111 in 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.8 325 24.0 370 25.3 320 21,4 370 22.8 316 19.2 370 20.0 312 16.0 370 18.1 305 120 in 30.4 317 30.9 289 25.3 317 28.0 284 21.7 317 22.5 280 19.0 317 19.9 276 16.9 317 17.9 273 144 In 17.6 220 17.8 203 ! 'TABLE 12B Anchor Capacity Table Ms) Anchor Clip Patterns Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU FOied CMU PT Wood Metal Anchor Type: 3/18" Elco Ultracon 114° Elco U{traccn 5116" Eke Ultracon 3H8" Elco Ultracon 1/4" Elco Ultracon SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G6) #12 Steel Screw (05) #12 Steel Screw 035) Edge Distance (In): 1" 2 -1/2" 1" 2 -1/2" 3-1/8" 1' 2 -1/2" 1" 2 -1/2" 2" 3-1/8" 2" 0.48° 0.54" 0.324" Embedment (In):I 1-3/4" 1-3/4" 1-3/4" 1-3/4' 2° 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4" 1 -114" 1 -1/4" 2° 1-3/8" 13/8" (see note 4) 2 Anchors c? 5" Min. O.C. / (2) 2x$ Angle Clips (Fig. 1): 390 lbs 390 lbs 450 lbs 890 lbs 1700 lbs 270 lbs 280 lbs 354 lbs 740 lbs 488113s 720 lbs 1182 lbs 328 lbs 420 lbs 580 lbs 4 Anchors @ 3.5" Min. O.C. / (2) 2x5 Angle Clips (Fig. 2): 780 Um 780 lbs 790 lbs 1670 lbs 2625 lbs 540 IN 580 lbs N/A 1120 lbs 938 lbs 880 lbs 2384 lbs 652 lbs 840 lbs 1120 Ibs 8 Anchors @ 2.71" Min, O.C. / (2) 2x5 Angle Clips (Fig. 3): 1120 lbs 1120 lbs 958 lbs 2246 lbs 2254 lbs N/A 840 lbs N/A 1059 lbs N/A 1320 lbs N/A 878 [be 1260 lbs 1680 lbs FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • ANGLE CLIP (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 AND /OR 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 SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063 -T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR) x ANCHOR CAP. ,",,,T„ 1 _ ANCHOR 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 A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. N 115 k fn 1- 8 W a. co J W W CD 0 Z g PRODUCT REVISED as complying with the Fletldt Building Code Acceptance No 'rad „ Vats By Minn ► ale Froduc Z ``1{ {hill / /// NN X11 ra.YNN M/� '//� • %,0 _. !�_ , * I. No. 58705 O •'. STATE O �, �i � �• •.,�LORI�t'•'•�l�� A. LYNN IM/ ILLER, P.E. FL P.E.# 58705 TABLE 13A Mullion Ca + acit Table IbsHig 3.26" 48 DEG. AL BAY MULL Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- spanning mullions) 501n 80 in I 70.In 80 In Anchor Type:l 03 in 1 1001n 120 in 140 in 160 in TraaJ7Hang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trep,Triang. Loading Rectangular Loadirng Trap/rrlang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading 2- 112" TrapITdang. Loading Rectangular ' Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular loading Trap/Triang. Loading Rectangular Loading Mullion Capacity (l ) ii 11 Anchor Capacity Required Qbs) II "d' G -4 Anchor Capacity $ Required (Ibis) li at 170.0 Anchor Capacity Required (lin) �G D: gG 170.0 1 flit t Q' 992 i II is h 170.0 II 1118 i a 170.0 ' IAnchor Capacity Required (Ws) '2'-C ��+ Anchor Capacity S Requited Ohs) G 170.0 0 G' 521 a 170.0 la' 11 0.a' 1488 o Mullion Capacity E tom) fin 521 170.0 U 1735 c3 �' Anchor Capacity Required Obs) ' n P te <te � 2'G at I Anchor Capacity j' Required Ps) A To re 3 a 42 In 820 170.0 1670 lbs 170.0 540 lbs 190.0 866 548 170.0 170.0 519 170.0 170.0 180.3 1871 170.0 48 in 1'70.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1276 170.0 677 H170.0 1417 170.0 680 163.7 1637 170.0 880 140.3 1837 170.0 880 122.8 1637 170.0 880 50.625 in 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 768 147.1 1552 170.0 766 128.1 1652 170.0 768 110.4 1552 170.0 756 54 In 170.0 797 170.0 812 170.0 956 170.0 170.0 1276 170.0 803 170.0 1434 170.0 837 165.2 1455 170.0 856 129.3 1455 170.0 861 110.8 1455 170.0 881 97.0 1455 170.0 881 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 167.1 1309 170.0 944 139.7 1309 170.0 896 125.7 1309 183.5 994 104.8 1308 157.1 982 89.8 1309 157.1 982 78.8 1309 157.1 982 83 In 170.0 930 170.0 745 170.0 1118 170.0 850 162 8 1247 170.0 940 142.5 1247 164.5 983 128.7 1247 152.6 965 114.0 1247 144.3 952 95.0 1247 138.2 938 81.4 1247 135.7 935 71.3 1247 135.7 ' 935 86 In 170.0 974 170.0 769 170.0 1169 170.0 903 146.4 1190 163.7 885 129.9 1190 147.9 945 115.4 1190 136.5 928 103.9 1190 128.4 914 88.8 1190 119.5 898 74.2 1190 118.1 893 64.9 1190 118.1 893 72 In 181.8 1010 189.6 877 134.7 1010 144.8 859 115.4 1010 1222 842 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87.8 790 60.5 1010 87.7 789 781n 0. 792 114.6 908 122.0 775 981 908 107.1 761 85.9 906 98.2 749 78.3 908 88.2 738 68.7 906 82.3 729 67.3 908 74.7 718 49.1 908 71.2 710 42.9 906 70.8 708 781n 12M 881 132.6 754 ' 105.9 861 112.5 738 8 881 98.8 725 79.4 881 68.5 713 70.8 861 81.0 703 63 6 881 75.4 694 83.0 881 88.1 681 45.4 861 84.5 675 39.7 861 83.7 872 90 In 82.7 648 85A 574 88 9 646 72.1 584 591 846 629 654 51.7 648 58.1 545 46.0 048 50.9 637 41.4 648 47.0 530 34.5 648 41.5 519 29.5 848 38.2 511 25.9 846 38.5 507 98 In 68.2 688 70.1 548 50.8 588 59.1 499 40.7 588 51.4 491 42.6 668 45.8 483 37.9 588 41.4 476 34.1 568 38.1 470 28.4 568 33.4 459 24.3 588 30.5 452 21.3 588 t 28.7 447 108 in 47.9 449 48.9 445 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 26.6 449 28.8 382 23.9 449 28.1 377 20.0. 449 22.7 368. 17.1 449 20.4 381 15.0 449 18.9 356 111 In 4 45.0 385 38.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 28.2 362 22.1 426 24.0 358 18.4 425 20.7 350 1a8 425 18.6 343 120 in 29.8 328 24.9 364 26.8 321 21.8 384 228 317 19.4 384 20.5 313 17.5 384 10.7 309 144 in 20.2 253 20.4 17.1 230 TABLE 13B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type:l 3/16' Elco Ultracon 1/4" Elco Ultracon 5116" Elco Ultracon 3/18" Elco Ultracon 1/4" Elco Ultracon 1/4" SS Elco AggreGator 6/18° Elco Ultracon 114" SS Elco AggreGator #10 Steel Screw (05) #12 Steal Screw (05) #12 Steel Screw (05) Edge Distance (In): 1" 2 -1/2' 1" 2- 112" 3-1/8° 1" 2 -1/2" 1' 2 -1/2° 2" 3-1/8" 2" 0.48" 0.54" 0.324° Embedment (In) :1 1 -3/4° 1 -3/4" 1 -3/4" 1 -314" 2" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4" 2" 1 -318° 1-3/8° (see note 4) 2 Anchors @ 5 Min. O.C. / (2) 2x5 Angle Clips (Fig. 1): 380 lbs 390 Ibs 460 lbs 890 lbs 1700 Ibs 270 lbs 280 lbs 364 lbs 740 lbs 468 lbs 720 lbs 1182 lbs 328 lbs 420 lbs 580 lbs 4 Anchors @ 3.5" Min. O.C.1(2) 2x5 Angle Clips (Fig. 2): 780 lbs 780 lbs 790 lbs 1670 lbs 2626 lbs 540 lbs 560 lbs N/A 1120 lbs 936 Ibs 880 lbs 2364 lbs 652 lbs 840 Ibs 1120 lbs 8 Anchors Q 2.71" Min. 0.C. / (2) 2x5 Angle Clips (Fig. 3): 1120 lbs 1120 lbs 958 lbs L 2246 lbs 2254 lbs NiA 840 lbs N/A 1059 lbs N/A 1320 lbs WA , 978 lbs 1280 lbs « 1680 ibs FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • • • • • • • ANGLE CLIP (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 AND /OR 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 SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" 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, ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X (ANCHOR CAP. 'TA") _ ANCHOR CAP... `MULLION 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. .125" 3.250" 45° BAY MULLION cV N '8 1` O co T- tD CNI 1C3 g PRODUCT REVISED as complying with the Florida Building Code Acceptance No • O Ex • iiatiou'Rate By ,1l� Iii + Mi ade Produc ,�ti11111 // \'%( LYNNM / :23. *C too.5 05 -o. 30111 . STAE4 �'�•• F'l.OR10p'• •• / /'SS./ONA� A. LYNN MILL'Ei'1, P.E. FL P.E.# 58705 1.000" 1-- 2.000" .125° .125" 1" X 2° X .125" MULLION 6063 -T6 ALUM. X- SECTION .375" MIN. .375" MIN. 2.000" -- 1.000" I-- 2.000" I 1" X 2" X .375" MULLION 6083 -T8 ALUM. X- SECTION b -.125° STANDARD CLIP 6083 -T6 ALUM. X- SECTION .125" 3.125" 2 6.500" 1.15" MIN. O.C. 2 STANDARD CLIP 8083 -T6 ALUM. TOPVIEW CUT HERETO f - CREATE F -CLIP, SEE DETAIL F, SHEET 4 5.500" 0 0.312" 1 MIN. O.C. OFFSET CLIP .125 " -"-- 6063 TB ALUM. TOPVIEW 0.312" .125" .375" -1 1.000" 2.750" 1" X 2.75" X .375" MULLION 6083 -T8 ALUM. X- SECTION .740" I- 2 U-CLIP 8083 -T6 ALUM. X- SECTION .338" MIN. --I 1.000" I-- 2.750" 1" X 2.75°X .650° MULLION 6063 -T6 ALUM. X SECTION - y 1 -.125" 2.000" U-CLIP 6083 -T6 ALUM. USED FOR ALL 1° X 2" AND 1" X 2.75° MULLIONS, SHEETS 6-8 0.225" TYP. TOPVIEW .338" MIN. U-CLIP 8083 -T6 ALUM. 1 °X3.125 "X.500" .375" (A ) I �� MULL ONLY, SHEET 9 MIN. TOPVIEW 0 .338" MIN. U-CLIP 8083-T6 ALUM. �► 1.25° X 3.188° X .265° MULL ONLY, SHEET 12 V TOPVIEW t/ I_ TABLE B 3.125" 1- 1.000 " -I 1" X 3.125" X .5" MULLION 6083 -T6 ALUM. X- SECTION 2X5 ANGLE CLIP 6083 -T8 ALUM. X SECTION 5.000° .375" MIN. 0.312" --.-- 3.000" MIN. 2X5 ANGLE CLIP 8063 -T8 ALUM. TOPVIEW 3.188" .125" .265" 1.25" X 3.188" X .285" MULLION 6063 -T8 ALUM. X- SECTION Mull Dimension (sheet #) PGT Part # Mullion I Std. Clip Offset Clip' U-Clip Angie Clip 1"-X 2" X .125" (5) 66605 666113M 6661118M 666243M 666511M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 86607 666115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66608 666116M 6661121M 686246M 666514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 686242M 666515M 1.25" X 3.188" X .265" (12) 86641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X .125" (15) 69370 N/A N/A N/A 686517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. TABLE A r- 1.266 "-i .900" 126" X 2.11" X .125" MULLION 8083 -T8 ALUM. X-SECT1ON Dimension Value (in) For Mullion: A 1.625 B 2.654 1" X2" X .125" C 0.895 Aluminum D 0.740 Tube Mullion E .450 Min. A 1.125 B 2.404 In X2" X .375" C 0.635 Aluminum D 0.490 Tube Mullion E 0.450 A 1.875 B 3.000 1" X 2.75" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 B 3.000 1" X 2.75" X .650" C 0.476 Aluminum D 0.836 Tube Mullion E .450 Min. A 2.000 B 2.637 1 "X3.125 "X C 0.863 .500" Alum D 1.137 Tube Mull E .450 Min. A 2.825 B 3.262 1.25" X3.188" C 0.862 X .265" Alum D 1.762 Tube Mull E .450 Min. 1.26" X2.11" A 1.813 .121" Alum Tube Mull N 0 W m H Z 6 0 to Z 0 N z W 0 0 z 0 o y I m i z 1 PRODUCT REVISED as complying with the Fbrlda Building Cade Acceptance No / 00 22. b) E . irationpate r By Miami ade Precise ' d ��ltitlitIII , \' � 4YNIV /'i `4,,,\C* • ........ �Z i i ' `'$'.. -* 4NGENSF�4) * * No. 58708 It 3ci rt Luz- STATE OF • �� /orvA -, % A. LYNN MIL�LE�R, P.E. FL P.E.# 56705 *-( 1.000° r - 4.000° 1 "X4 "X.125" MULUON 8063 -T6 ALUM. X- SECTION .125" 4.000" 1.000" f--- 1 "X4 °X.375" MULUON 6063 -T8 ALUM. X- SECTION 2.661 " -- 1.377" .125° 300 BAY MULLION 6063 -T6 ALUM. X- SECTION .125" 3.469" .125" 1.877" 450 BAY MULLION 6063 -T6 ALUM. X- SECTION .226" NOTES: 3.250" 2.000" i 1 .125" STANDARD CLIP 8063 -T8 ALUM. X- SECTION 5.500" .1250 MIN. CUT HERE TO - CREATE F -CLIP, SEE I DETAIL F. SHEET 4 .375 ",r MIN. STANDARD CLIP 6083 -T8 ALUM. TOPVIEW 5.500" 2.250" i 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 1.15° MIN. O.C. Q 0.312' 0 0 .740" I 1 OFFSET CLIP 6063 -T6 ALUM. TOPVIEW 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .375" 3.000" 125° U -CLIP 8083 -T6 ALUM. X- SECTION U-CLIP 6063-T8 ALUM. USED FOR ALL 1" X 4" MULLIONS. SHEETS 10 & 11 TOPVIEW TABLE D TABLE C - II- -.125" 2.000» .125" 2X5 ANGLE CLIP 6063 -T6 ALUM. X- SECTION 5.000" .375" MIN. 0.312" d 0 2X5 ANGLE CLIP 6063 -T6 ALUM. TOPVIEW Dimension Value (in) For Mullion: F 3.687 1" X4" X .125" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1" X 4" X .375" G 0.757 Aluminum H 2.430 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull Mull Dimension (sheet #) PGT Part # Mullion I Std. Clip 'Offset Clip' U-Clip I Angle Clip 1" X4" X .125" (10) 69364 666111 M 6661122M ' 666241M 666518M 1" X4" X .375" (11) 66610 666112M 6661123M 666242M 666519M 30 Degree (18) 66649 N/A N/A N/A mew 'Km 45 Degree (17) .66650 N/A N/A N/A 6665111M .375" MIN. O 2.71" MIN. O.0 (BAY MULLS) 0 3.00" MIN. O.C. (1" X 4" MULLS) 4 LL N tV fn fr 0 0 co 1' A Z A O .co PRODUCT REVISED as complyin3 with the Florida Building Code Acceptances No. / ' • 0i Ex iration pate r%1 ' AWI.a !I ,',,.I,_ , e Pre '. By Miami ��IttlItII,. \\‘‘oN.i LYNN 44/z i ,, •'��GE N SF •. * t No. 58705 tl; oT•�' , fiLOR %Uti':•••'.Cj�C //' "�;9 /ONAL . A. LYINII4114MLLEIA, P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet #) POT Part # Mullion Std. Clip U-Clip Angle Clip 2" X 4" X .25" (13) 66602 666261M 666271M 6665112M 2" X 6" X .25" (14) 66604 666262M 666272M 6665113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. .250" .250" 4.000" 2"X4 "X25" MULLION 6063 -78 ALUM. X- SECTION 6.000" 2" X 6" X .25" MULLION 6063 -T6 ALUM. X- SECTION .375" MIN. 2.000" --I h.125 fl STANDARD CLIP 6063 46 ALUM. X- SECTION .125" 1.490° 3.500" 5.500" CUT HERETO CREATE F -CLIP, I - SEE DETAIL F, SHEET4 .375" MIN. 2.688" 3.438" .375" MIN. 3.500" 2.620" STANDARD CLIP 6083-T6 ALUM. TOPVIEW 5.500" 1.715" MIN. O.C. i CUT HERE TO CREATE F -CLIP, SEE DETAIL F, r SHEET 4 0.312" .375" MIN. 4.688" L� -- 2.620" STANDARD CLIP 6063 -T6 ALUM. TOP VIEW 5.438" U -CLIP 6063 -T6 ALUM. X- SECTION 2.000" T U-CUP 6063 -T8 ALUM. USED FOR 2"X4" MULLION, SHEET 13 TOPVIEW 0.225" O 10 O 10 O I 0 L 1.344" O.C. I .375" 5.438" .637" MIN. O.C. U -CLIP 6083 -T6 ALUM. USED FOR 2"X6" MULLION. SHEET 14 TOPVIEW 2X5 ANGLE CLIP 6083 -T6 ALUM. X- SECTION .125" 5.000" --3.000" MIN. 1-.375" �- 3.438" 2 5.438" 0.312" 0--- 0 0 2X5 ANGLE CLIP 6083-T6 ALUM. TOPVIEW MIN. .375" f MIN. 2X5 ANGLE CLIP 6083-T8 ALUM. TOPVIEW J a MPACT RESISTANT ALUMINUM TUBE MULLIONS N PRODUCT REVISED as complying with the Florida Building Code r Acceptance No J. Ex r ira'tio /n pate GrZ/. By �/!, j -i1' Miami o ade Produc ' ' ,A:L ,, :��'�`�� • LENS' M * • No. 58705 ��Q•• STA E OF . �. %FSS /ONA'- ‘t‘‘‘‘‘ A. LYNN MIrLS.1ER, P.E. FL P.E.# 66705 EXAMPLE 1: SINGLE VERTICAL MULLION 72' MULLION LENGTH NO ANCHORS N HEAD L �� ^ SEE FENESTRATION PRODUCTS APPROVAL - _� SEE DETAILS, SHEETS 2 -3 - - SEE DETAILS, SHEETS r-- -1 /-23 - NO ANCHORS ili.VINDOW SILL 32' 32' I—MULL WIDTH PENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/ -60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32 " +32 +1" =65 ". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01- -60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72 °, OPENING WIDTH = 70 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1 -58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1 "X 2.75" X .650" MULLION (LENGTH = 72 ", OPENING WIDTH = 70 ") HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 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 MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1 -60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. 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 636 LBS 72.7 PSF = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH-1 I— 32' r VERTICALI MULLION L LENGTH OPENING HEIGHT FOR HORIZ. MULLION 7 -I SEE FENESTRATION PRODUCTS APPROVAL., r T SEE DETAILS, SHEETS 2-3— _J L. J L_ SEE � SEE DETAILS, DETAIL E, SHEETS 2-3 SHEET 3 h 36', HORIZ. � ,, 36', HORIZ. MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL SEE DETAILS, SHEETS 7- l 23 I L__ I _J THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32 " +72" +1"=105" AND THE OPENING WIDTH IS 36 " +36 ° +1 " =73 °. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0 /-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1 "X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ -15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2° X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/ -64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 36°+36 " +2 " =74 ", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35- 112 " +35- 1/2° +2 " =73 "). 2) USE TABLE 8B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8° WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32 " +72 " +2" =106 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (@ LENGTH = 42 ", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +/ -170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 98 FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/ -64.7 PSF FROM THE VERTICAL MULLION; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULUON ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1 -64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 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 MULLION. W a O - M (O Z 8 PRODUCT REVISED complying with the Florida Building Code Acceptance Ea irati Noi -%J on /)`Qate 71771 / . adepI� �lt By Miami \`\\`O�.(.LYNN ......... M /( ��,/ . *C r. No. 58705 lY STA1i'E 6F1 : •�i(/ i T '' FCORIDQ'•'• ('jam: / /'4SIONAk. A. LYNNMILLtR, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULUON SILL OF WINDOWS NOT ANCHORED irHINGED /0 I • 0 fr 00 ,DOOR / - LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION -WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: PW LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW /// /I.►._ 010 HINGED DOOR LOADING OF HORIZONTAL MULUON LOADING OF VERTICAL MULLION A SGD LOADING OF HORIZONTAL MULLION UMW INV LOADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. u. O N ICNI4 O (0 f 1 m rn PRODUCT REVISED as complying with the Fonda Building Code Acceptance No iratiop State By Miami rte . y ,!Pm.. u ado Productif 1 X00 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F134275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation sub 'mined 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 MU (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 materials to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 701" Aluminum 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 `I)" 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. 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. 10-0504.05 and consists of this page I, 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. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wwv.mllamldade.aov/pera/ I APPROVED Y45646° NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 Page 1 FGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03- 1105.0.1) 2. Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheen 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 lrrL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-110101) 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. Glaring 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 /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" 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 -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. E--1 Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11 1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 PGT Industries NOTICE OF' ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption 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. (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 cinder previous NOA No. 10-0504.08) 5. Statement Ietter 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 FM-3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and seated 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. 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 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 -1/3% STRESS INCREASE HAS NOT 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. 4. SHUTTER REQUIREMENT: 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 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. 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. Roved By: J.J. Roved By: J.R. Roved 8y: F.K. Drown By F.K Dote: i0 18/11 Date; 3/31/10 'Dote: 4/4/07 Dote: 7/14/03 Revisions: 0 Revielone: C 6" MAX. A 44-1/4" -� VISIBLE LIGHT B 45-1/4" VISIBLE LIGHT 12 -7/8" 5" MAX. MAX. O.C. •• O.C. 2" MAX. —0-1_ L 12 -7/8" MAX. F I 6 "T MAX. A 92 -1/4" VISIBLE LIGHT 96" FLANGE TO FLANGE 48" FLANGE TO FLANGE 1,1 8 TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 98 1/4" FIN TO FIN 93 -1/4" VISIBLE LIGHT 48° 50 1/4" FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS LIST 8 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 —1 T ~ WIDTH —•-I 1, �r W Amik c) WIDTH ---0-I (-e— WIDTH T S C, w i-- WIDTH --0-I I-"- WIDTH -0-I T ,-I T I- \ f-. I ( I 0 ra t' 1 W I x t L_'` _ J I f-a- WIDTH --w-I I-- WIDTH ----I 2010 FBC UPDATE INFORMATIONEFOR LARGER EWINDt WS. TION i0 INCLUDE Revisions: 8 CI-IC. NOTE 20 REF. ASTM E 1300 -02 AND REVISE ANCHORAGE NOTE 3. Checked Ryoate: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Deecripton: ELEVATIONS AND NOTES nue: ALUMINUM PICTURE WINDOW, IMPACT series/mom PW-701 Spate: NTS Sheet: 7 orb Drawing No. 4259 -4 PRODUCT REVISED as contplyiug with the'Ftorlda Building Code f Acceptance No I i wMilL" Miami de Pro ct Contra \``0 11111111Iii'' `�• N,( LYNN 4,k iii `.. A��••�\CENSE' '•`�'A - ♦r No. 58705 �Ir (7 • STA OF .' S.'..' : �•��•••,PLORIOP••�� ",,` 1O MA E ``` P.E.# 58705 Fin and Flanged Windows Maximum Design Pressure ( +1- psf) 7/16Lami:3/16A- .090 PVB- 3/16HS 7/16 Lami les 3/161MP - 7/16 AIR -3/16A - .090 PVB-3/16HS . "A" or "B" Dimension (in) 24 30 38 42 48 54 60 87.876 1 a a b 1° 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 82.1 72 80.0 80.0 80.0 80.0 79.3 71.1 64.0 76.8 80.0 80.0 80.0 80.0 75.0 70.0 64.0 84 80.0 80.0 80.0 74.3 68.3 63.6 85.3 80.0 80.0 80.0 73.5. 67.4 62.5 96 80.0 80.0 77.2 64.7 58.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 145 80.0 80.0 FM and Flanged Windows Maximum Design Pressure ( +1- psf) 7/16 Lamb 3/1688- .090PVB- 3/16115 7 /16LantlIG:3 /16TMP- 7/16 AIR - 3/1685 - .090 PVB - 3/16i1S . "A" or "B" Dimension (in) 24 30 38 42 48 54 60 67.876 I- -- B or "A * Dimension C ) 1 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 76.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 96 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 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 LIE 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). 7/16° LAMI CLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS EXTERIOR 8° 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 11/16" NOM. GLASS BITE 7/16" LAMI GLASS NOMINAL 7/18° AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS �i i Q0 EXTERIOR ;;:;; I!i ; 11/16" NOM. ;� :": ! I CLASS BITE I!.!. 1 1/16" LAMI GLASS NOMINAL .090" DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS R® 00 1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "A" DIM. L �--- "B" DIM. --1 1- DIM. "B" DIM. Roved By: Date: Revisions: J.J. 10/18/11 D CHANGED HS CAP TO IMP FOR 30' RULE Roved By: CONPLEIE REDRAW AND KEERGANIZATION TO INCLUDE J.R. INFORMATION FOR LARGER WINDOWS. Raved By: Date: Revisions: F.K. 4/4/07 B Drawn By Date: Checked Oote F.K. 7/14/09 Dote: 3/31/10 Revisions: C NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: GLAZING DETAILS T@Iw ALUMINUM PICTURE WINDOW, IMPACT Series/Model: PW 701 NTS Sheet 2 of 8 Drawing No. 4259-4 ID PROnuernavissn as complying with the Florida Building Code Acceptance No a Xluilfr ado Product Contra ,x‘0111110/1/ 7 \`\\‘ 0 LYNN s\�2a��' •'��CENSF' ••F�f' •, No. 58705 "0 . . tb .• . ST TE OF /,//S /ONAL ` A. Urt4 I miler, • P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING-; .131" (1/8 ") X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" O.C. .375" MIN. rEDGE DISTANCE MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 ------- .,_..�I 1 3/8" MIN. EMBEDMENT 1 SEE t 2 WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D —D T 2X WOOD BUCK OR FRAMING .131" (1/8 ") X 2-1/2" NAIL, .375" MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 5" O.C. 1 /4" MAX. SHIM h-- 1/4" MAX. SHIM 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 2X WOOD BUCK OR FRAMING INTERIOR 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 80R® 22 17 oR 21 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 --3/8" MIN. EMBEDMENT Roved By:' J.J. Revad J.R. Date: 1O/ ?8/11 33/e 31/10 Revisions: Revone: C NO CHANGE THIS SHEET IIdFORMATIOREDRAW LARGER EW NDOWS �N 10 INCLUDE Roved By: tlote: Revisions: Drown By F.K. Dote: 7/14103 Checked EyOote: 1070 TECHNOLOGY DRIVE N, VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: INSTALLATION, FINNED FRAME TRW ALUMINUM PICTURE WINDOW, IMPACT Sedea/Modei: PW -701 IScale ALTS Sheet: I Drawing No. 3 of 8 I 42594 Rea: D PRODUCT REVISED us complying with the Florida Building Code t 4 �v. Acceptance No V U Da nYa/L'f. g Centro \11111tt /t,y \�� N•{ LYNN 211 " om. • \AENS6. . ' . )Q Q ' No. 58705 .0., STATE OF '4v: ' . .<‘, /. ,9. . , op, NoRA,o,p. ,... : .,,,... ... ••• .. ..,,--.\-, „, A. {4hhl MiNair, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 f MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU a' f 1X WOOD BUCK 1/4" MAX. SHIM r.rrariri I i J_'\ 13 MAX. WINDOW fI HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDEUNES, SHEET 6 1/4" MAX. I— SHIM SEE ANCHOR GUIDELINES, SHEET 6 t2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ,. ANCHOR TYPE, --., SEE SHEET 7 ... OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1 /4" MAX. SHIM 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 7 18 oR® (Do 21 Q MAX. WINDOW HEIGHT 90° CORNER ASSEMBLY HORIZONTAL SECTION A —A EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 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 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. Raved By: J.J. Roved By: J.R. Dote: 10/18/11 Dote: 3/31/10 Revisions: D Revisions: C NO CHANGE THIS SHEET NFOMEOR R D N ICATION TO INCLUDE IRATIONFL4R EW NW, Roved By: Dote: Revisions: Drown By F.K. 77/14/03 Checked EyOalo: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Friptioni STALLATION, FLANGED FRAME LUMINUM PICTURE WINDOW, IMPACT I s/Madet: Scale: Sheet: Drawing No. w -rot NTS 4 cd 8 4259 -4 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 Ray. D PRODUCT REVISED as complying with the Florida Building Cade `�' O• /_ l Acceptance No I 3 ;J OIL BY Miami Dade Produot Control 00‘11111/iii, oCENSF' • „,Q * ' No. 58705 -0� STA EO � �fi�•. • FtOR10P. • .��s !sS�4NAL ti��. A. L! rirti 1�1i11�►L, P.E. P.E.# 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED 1 3/8" MIN. EMBEDMENT 2X WOOD SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR 1/4" MAX. SHIM BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF— DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) MIN. #12 STEEL SELF — DRILLING SMS (G5) FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 JNTERIOR 1X WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR t. • • GUIDELINES, !• A. SHEET 7 • : • . 4 LMIN. CONCRETE KSI PER ANCHOR TYPE, I SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063 —T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR SEE ANCHOR r .• :• . : : GUIDELINES, .. '. . SHEET 7 i 1'0— 1/4" MAX. SHIM 1 -3/8" MIN. EMBEDMENT' . ., EXCLUDING POINT �•1 1/8" NOM. MIN. AL IIIK USE SAME ANCHOR QUANTITY, .,_�/ lir _ SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) #12 STEEL SELF — DRILLING SMS (G5) EXTERIOR METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE t 1/4" MAX. SHIM MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD BACKER EXTERIOR FULL — LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 STEEL SELF — DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. 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 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 i'IiII INTERIOR /4M MAX. � SH MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL r+•— 1/4" MAX. SHIM EXTERIOR STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE eved Byi J.J. Roved By: J.R. Raved By Date: 10/18/11 Date: .3/31/10 Date: Revisions: D Revisions: C NoOy CHANGE �+ THIS SHEET �� INfORA AT7ION FORwLARRGER EWINDOWS TION TO INCLUDE Revlelons: Drawn By F.K. Dote: 7/14/03 Checked I'yOote: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: INSTALLATION, FINNED FRAME new ALUMINUM PICTURE WINDOW, IMPACT Sense /Model: PW -701 IScale: Sheet: Drawing No. NTS 16 of 8 1 42594 PRODUCT REVISED as complying whit the Florida Building Coda it _it 0.1b Acceptance No I t li • a ,'� •. ., '�� ,. Miami Fade Product Control lllltllllll/�� YNN M/< �/i'i * . No. 58705 • STATE . <Cho',"9701- N°R/111.:‘"T.N■• C2NN • ....... et‘., A /L )Irir} Ir3llhler, P.E. P.E.# 58705 Head, Sill and Jamb Anchor Quantities into Wood or Metal (Anchor Types 1-4) Anchor Description Anchor Type N "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 Anchor Location" 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 I"B" or "A" Dimension (in) I Jamb 3 3 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 3 4 3 4 3 Head/SiU 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 6 5 6 6 5 6 5 6 6 6 6 7 6 7 8 48 Jamb 4 4 5 4 5 4 5 4 5 5 5 5 5 5 6 5 5 5 6 6 5 5 6 6 6 5 6 5 6 5 6 5 Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 . 6 6 7 6 6 6 7 6 7 7 8 7 60 Jamb 5 5 6 5 6 5 6 5 6 6 6' 6 6 6 7 8 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4. 5 5 6 5 6 6 7 8 7 6 7 6 8 7 8 7 67.875 Jamb 6 6 7 6 7 8 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 87 8 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 6 6 5 6 6 7 6 7 6 7 6 8 7 8 7 72 Jamb 6 6 8 6 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 78.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 8 6 7 6 7 6 7 6 84 Jamb 7 7 9 7 8- 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8. 10 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 85.3 Jamb 7 .7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head /Sill 2 2 2 2 3 3 3 3 4 3 4 3 '10 5 4 5 4 5 5 6 5 6 6 7 6 Jamb 8 8 10 8 9 8 10 8 9 9 9 9 9 10 9 9 9 11 9 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 108.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 * Width and Height dimensions maybe 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. Head /Sill 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 15 12 Head/Sill 2 2 2 2 3 3 3 3 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 tE 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. .SAT DIM. L "B" DIM. Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed - ment 1 _ #12, Steel screw (35) #12, Steel screw (35) _ S. Pine SII. Stud, Gr 33 _ 0.864" 0.324" 1.375" .048 " /18Ga #12, Steel screw (G5) #12, Steel screw (G5) Alum. 6063 -T6 A36 Steel 0.324" 0.324" 0.125" 0.125 " 2 #14, Steel screw (G5) S. Pine 0.984" 1.375" #14, Steel screw (35) Stl. Stud, Or 33 0.361" .048 " /18Ga #14, Steel screw (G5) Alum. 6063-T6 0.361" 0.125" #14, Steel screw (05) A36 Steel 0.361" . 0.125" 114" Steel Ultracon 1/4" 410 SS CreteFlex S. Pine S. Pine 1" 1" 1.375" 1.375" 4 5/18" Steel Uitracon S. Pine 1.26" 1.375" "A" & E DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "A" H'— DIM. "B" DIM. PRODUCT REVISED as complying with the Florida Budding Code 4�+ «) tb Acceptance No Miami Dade Product Control ```t{llilll / \\NON 0 LYNN li / /iii Roved By: J.J. Raved By: J.R. Dote: 1O /18/11 Dote: 3/31/10 Revisions: 0 Revisions: C NO CHANGE THIS SHEET COMPLETE REDRAW AND REUIKANILAHON TO INCLUDE INFORMATION FOR LARGER WINDOWS. Roved By: F.K. Dote: 4/4/07 Revisions: 9 NEW SHEET Drawn By F.K. Dote: 7/14/03 Checked E ynate: 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Seriee/Modek PW -701 Seale: NTS Sheet: 6 .4 8 Drawing Re. 4259.4 Raw D * No. 58705 • • %FSS0NA 1/ t hhl iai�ler, P.E. P.E.# 58705 Head, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 5 -7) Anchor Description Anchor Type "A" or "B" Dimension (in) 24 30 36 42 48 54 60 67.875 Anchor Location" Y 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 I"B" or "A" Dimension (in) - — - J Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 3 Head/SIII 2 2 2 3 3 3 4 4 3 5 5 4 5 6 4 6 6 5 6 6 5 7 7 6 48 Jamb 5 4 4 5 5 4 5 5 4 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 60 Jamb 6 6 5 6 6 5 6 6 5 7 6 6 7 6 6 7 6 6 7 6 6 7 6 6 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 67.875 Jamb 7 8 6 7 6 6 7 7 6_ 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 6 6 7 6 6 7 6 6 8 8 7 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 6 7 6 6 7 6 6 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/Sili 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head /Sill 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 6 6 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/SIII 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 8 8 96 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 6 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 * 120 Jamb 13 10 10 13 11 10 13 11 10 Width 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. Head/Sill 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head/Sill 2 2 2 3 3 3 4 4 3 145 Jamb 16 12 12 15 13 12 Head/Sill 2 2 2 3 3 3 . NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32FT2. 2. FOR SIZES NOT SHOWN, ROUND lJ.E 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). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. F DIM. Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed - men 5 1/4" Steel Ultracon Hollow Block 1" 1" _ 1.25" 1.375" 1/4" Steel Ultracon 2.7k Concrete 6 1/4" 410 SS CreteFlex Hollow Block 1" 1.25" 1" 1/4" 410 SS CreteFlex 3.35k Concrete 1" 7 5/16" Steel Ultracon Hollow Block 1.563" 1.25" 5/16" Steel Ultracon 3.5k Concrete 1.25" 1" "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I-.- "B" DIM. -•-I "8" DIM. Reved By: J.J. Raved By: J.R. Dote: t0 18/11 3/31/10 Revision: Revisions: C NO CHANGE THIS SHEET COMPLE.1E. REDRAW AND REORGANIZATION 1U INCLUDE INFORMATION FOR LARGER WINDOWS. Rend By: F.K. Dote: 4/4/07 Revisions: 8 Drown By • FJc Date: 7/14/03 Checked NEW SHEET emote: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Deeci ption: ANCHORAGE, MASONRY SUBSTRATE Title ALUMINUM PICTURE WINDOW, IMPACT Serlea /Mods! PW -701 Scale: Sheet: Drawing No. NTS I 7 er 8 I 4259-4 PRODUCT B ng Codwlth the Florida Acceptance No EJipn ► a[0 Miami Dade Product Contro ``ottlliill,,, ‘0 '. i LYNN M, /i `\ o , '�� • ocEN$lc..,F•) • ..• No. 58705 • �1 �� •, STATE P rGla�� A. LOhi t4III &rt, P.E. P.E.# 58705 2.500" .062" ---IN-I 1-01-- 1.125" .094" .077" INTEGRAL FIN FRAME MAT'L: 6063 —T5 DWG NO. 4256A . f ■ .062" — rm___ .970" „.1 .050" —PH I -o- 7/16" LAMI GLASS BEAD �o MAT'L: 6063 —T5 DWG NO. 4255 .975" .346 " —0-1 r- .975" .050" —10-j ha- 1 — 1 / 1 6" LAMI I.G. GLASS BEAD MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER (.;) MAT'L: 6063—T5 DWG NO. 4224 f 1.875" .500" .062" — .094" .062 " t 2.784" — FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 ' ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781 PQX #8 x 1 Quad PH SMS stainless steel 8 - Schnee - Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 1 -1/16 laml I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16" lami glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 18 1- 1/16" lama I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4262 64262 Architectural corner key 21 7/16" lama glass: 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 22 1- 1/16" lama I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened O Rmvgd By: J.J. Roved By: J.R. Date: 10/78/11 Date: 3/31/10 Revisions: Revisions: C NO CHANGE THIS SHEET INFORM 11ONEFOR LARGER W NDOWI S rION TO INCLUDE Roved By: Dote: Revisions: Drown By F.K. Dote: 7/14/03 C ticked Ey)oto: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES & PARTS LIST TRIe: ALUMINUM PICTURE WINDOW, IMPACT Series/Model: PIN -701 ISeofe Sheet: Drawing No. !Row NTS 18 of 8 1 4259 -4 I D PRODUCT REVISED es complying with the Florida Building Code i 1 i l l o Acceptance No 1 ,,.' Exp Miami ado Product Contro N. .I LYNN4,jj /i ' ... �CENSF. lF,��; ir tyo. 56705 • STATE •F 4%.5•. PLOR ►D� . 'of %, s /ONAL A. Ladd t P.E. P.E.fj 58705 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 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 manufacturer will incur the expense of such testing and the AHJ may immediately the use of such product or material within their jurisdiction. PERA reserves acceptance, if it is determined by Miami -Dade County Product Control Section Y or + s ; ' :. fails to meet the requirements of the applicable building code. This product is es t: -3 and has been designed to comply with the Florida Building Code, includin gh Vet eityy w' - Tone. N: e- i DESCRIPTI aerif 710" ` nminum Horizontal Sliding Window -- L.M.I. APPROVAL uctiniEnt.tx Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/282006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, 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. LABEUNG: 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 it 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 No. 11-0630.02 and consists of this page 1, evidence pages B-1, E-2 and B-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime B. Gaston, P. E. MIAMI DADE COUNTY, FLORIDA . PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 an ar.mtamMada.nov/oehp/ A ?FROYED I NOA No 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16,2012 Page 1 PICT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted waderNOA's No.'s 07- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. X330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 32.1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) E -1 Jaime D. Gascob, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16,2012 ' 1 GT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlyer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Sailex HP Glass Interlayer" dated 04 /17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-063&02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) Jaime D. Gaseon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16,2012 E -2 ' =Al .€a Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FM -4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "SIR- -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 08/18/2011 and expiring on 12/21/2016. ocY Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11 1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • D. 7/16" LAM/ CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" tAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.).GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS 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. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). D 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8 -11 Read By: J.J. X19: 10/17/11 Rev4,Jona: E FBC 2010 CODE CHANGE RevsdSy: J.R. Imo: 8/20111 Revlslons: D ADDED 10 CAP TO BE TEMPERED @ +30FT NOTE Rand By: F.K Da 4/15107 Rem C ADD FTL-5330 TO NOTES 7& CHG. NOTE 8 TO CURRENT EDIT. F.K. Dabx 2/28/08 Chocked ay: J.J. 3/23/08 I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 �T Deartpdar GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better eedoMkdeb HR710 Sada NTS eaaab x+11 4127 -10 Rer. E PRODUCT REVISED as complying with the Florida Building Code Acceptance No l "' Da `,,`�t'IIII,�, N .I I.YiVN M/ /0 `��.t`t`��,ENSE ��: f Q-. fir lior * : No. 5675 Q'• s� // /%79. ONE A %\ .....: 1145::;:::: A. LYNN UILLER, P.E. P.E.R 58705 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 4 • 1/8" OR HEAT STRENGTHENED GLASS • 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE I la 66,67,68,69,70,71 63,64,65 �] EXTERIOR INTERIOR E> (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE -�-- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS Qp 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 72,73,74,75,76,77 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS A 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI / FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. Rend 5y: J.J. Date: 10/17/11 Revbkvc E NO CHANGE THIS SHEET Raved By: J.R. oats: 6/20/11 Raved By: F.IG bete: 4/15/07 Revtalow C ADDED IG CAP TO BE TEMPERED @ +SOFT NOTE. NO CHANGE THIS SHEET Drawn By: X8/06 ra eacedBy: J.J. Peer 3 /23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. B9X 1529 NOKOMIS, FL 34274 PST Visibly Better GLAZING DETAILS ROI ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Stodownkmbk HR71O Saila Full d 11 4127 -10 E PRODUCT REVISED as complying with the Florida Building Code Acce . lance No o Date ENN—NS. E.' • Yom: • '• 'k 8705 *• lyo.5 ct -�••'• ELORVD�'•••�9�� / 0.4\‘\ /,,SS�O'rN`PtyA' \ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" 96" A,B,G,H A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 - 56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 - 52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 UP TO 111" C,I +60.0 -51.7 -50.9 -60.0 UP TO 111" D,E,F, J, K, L +75.0 -75.0 TABLE 2. XOX (113,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A ' B'C' G,H,I +60.0 -60.0 TO 86 7/16" D, E, F, //4(_) � ,,,,0 +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL F N WINDOWS (FLANGED = HOWN. FIN WINDOWS / SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE 26" 60" 66" 72" WINDOW HEIGHT 36" 38 3/8" 48" FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 50 5/8" 54" 60" 63" A,B,G,H +75.0 -7 +75.0 -75.0 +75.0 - .0 +75.0 -75.0 +75.0 75.+ +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75. +75.0 UP TO 74" C,D,E,F, I,J, K, L -75.0 +75.0 - 75.00�� +75.0 L°J -75.0 +68.1 -68.1 +63.8 +75.0 RODUCT REVISED -63.8 as complying with the Florida Building Cade Acceptance No I -75.0 0D. FAO" MIN _ 4644+3-4 Miami Dade Daatto Pta . uct Centro GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAM! - (3/16' HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1 /8 "HS) I. 13/16" LAM! IG -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "HS, .090,1 /8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3 /16"HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3 /16 "HS) Raved By: J.J. Date: 10117/11 R. NO CHANGE THIS SHEET Raved By: J.R. Cate: 6120/11 ReWJs$ww: D ADDED IG CAP To BE TEMPERED @ +30FT NOTE Rena Bs Data 4/15/07 C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300 -02 DPs Cream By: F.IG Caw: 2128/06 Checked*: J.J. aft 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS. FL 34274 Visibly Better DESIGN PRESSURES Tse: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT seassmesaec HR710 Sada NTS 3 a Amen g No. 4127 -10 Raw `� \ 2\,\``\r• \ � \�`• %( � ��GIII'II.I: • , P �•. /// LY;NE� i w smisoF /'',iS9&l'IO'NAk- •‘'‘• A. Lt44W IIAIIIr �+.E P.E.# 58705 27 3/8" MAX. DLO VENT B 54 5/16" MAX. DLO FIXED . *��Pr 2'�4St��tl fit{` &a "' . "ay, a� '� v a• L �k!r,4fi�e �``��Pippi��'l ;qi :'.s • X O X O X COI 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16" MAX. DLO FIXED ... A 57 318" MAX. DLO ALL FIXED LITES 0 33 96" MAX. DLO VENT B X inn C-' 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. 27 3/8" MAX. DLO VENT 27 3/8" MAX. DLO FIXED ' "' . "ay, a� '� v °,"bra, ' ; • ��' '•- X O X 85 7/16" MAX. WIDTH I.F. FRAME-° ---+ -1 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) D Roved 5r• J.J. 10/17/11 E NO CHANGE THIS SHEET J.R. are 6/20111 4/15107 Caren ert F.K Dew 2/28/06 Revisbas D c Checked J.J. NO CHANGE THIS SHEET COD r c -7'1 J' .-7TTE !7r i ft( - •71' .T11, al, -(Y N - TRUCTION Al - •M . -• 9/23/08 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS. FL 34274 Pica" Visibly Better ELEVATIONS Mee ALUM. HORIZONTAL ROLLER WINDOW, IMPACT H�10 NTS 4 a 11 DP" Ifia 4127 -10 E PRODUCT REVISED as complying with the Florida Building Code Acceptance No �- l Extioa Da -L� -off 14# Miami Dade Product Control \`0,01111t,111 /// \\\ (O LYNN 4/< iii . •''�‘GENs. .. P /' S.*? No. 58705 r % 3S/ONAL ```. A. tkilit IU.�k P.E. P.E.# 58705 EXTERIOR MAX. HEIGHT FLANGE FRAME m MAX. VENT DLO MAX. FIXED DLO INTERIOR MAX VENT DLO EXTERIOR INTERIOR I-+— MAX. FIXED DLO —►I MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) kg- MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SECTION C -C W SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME) Roved By: J.J. Deter 10/17/11 1t.: E NO CHANGE THIS SHEET Roved By: J.R. 6/20111 Revlstear D NO CHANGE THIS SHEET Rend By. PK Date: 4/15/07 Revue C F.K ��06 chatted By: J.J. ADD INTEGRAL RN FRAME, ITEMS 41, 42AND 43 AND VIEWS. 3/23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pi GT Visibly Better SECTIONS We: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1odoe HR710 Snag Half Sheet 5 er 11 Amite Alp. Ran 4127 -10 I E PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex • = io Dat y ivliami Dade Product Control ``��‘1.......... ll / /1/ `�o.l M /�7'i,,� `��'�• *.vIcENS, ,'A :• Na. 58705 ��••. ZEOF ••<Cl� ssi ONAL I' A. .41111 1L'LER, P.E. P.E.# 68705 ITEM 1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 DWG# REV DESCRIPTION MAT'L PGT# 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237' 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 #8 X 3/4 PH. PAN HEAD 7834AA 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 4137 SILL ADAPTOR 6063 -T6 AL 64137 4131 ROLLER TRACK 6063 -T6 AL 64131 71298 WEEP HOLE COVER POLYPROP. 71298 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 4002 FLANGE FRAME JAMB 6063 -T6 AL 612225 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 1155 #8 X L000 QUAD PN. SMS 781PQA 4110 SCREEN ADAPTOR 6063 -T5 AL 64110G 4054 B FIXED MEETING RAIL 6063HD -T6 AL 64054A 4066 W STP.,.187 X 230, FIN SEAL 640660 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 1683 WSTP.,.250 X 270 BACK, FIN SEAL 61683G 225 -1 ROLLER HOUSING & GUIDE 42112HD 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 4006 D SASH MEETING RAIL 6063HS -T6 AL 1235 WSTP.,.170 X .270 BACK, FIN SEAL 678160 1096 SWEEP LATCH DIE-CAST 71096 1016 #8 X .625 PH. FL. SMS 7858 4126 SASH SIDE RAIL 6063 -T5 AL 64126 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 7070 BULB WEATHERSTRIP .187 X .275 67070K LIFT RAIL COVER CAP 74078 "C" L OR R 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 4140 I.F. FRAME SILL 6063 -T6 AL 64140 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 64039B 4044 4222 A GLAZING BEAD - 5/16" W/GRILL KIT 6063 -T5 AL 644703 GLAZING BEAD - 7/16" 6063 -T5 AL 64222 985 GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 4067 GLAZING BEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16" LAM! (1/8" A, .090 PVB, 1/8" A) 61 62 63 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) It 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 it 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) ITEM DWG# REVI DESCRIPTION I MAUL • I PM 66 13/16" LAMI IG -1 /8 "A (MIN.), 3/8 "AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "A) .GLASS, 67 13/16" LAMI IO -1/8 "A (MIN.), 3/8" AIR SPACE, 5/16" LAM! (1/8 "A .090 PVB, 1/8"HS) 68 " 13/16" LAMI 1G -1 /8 "A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1 /8 "HS) 69 " 13/16" LAMI IG- 3 /16 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 70 " 13/16" LAMI IG- 3/16 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 71 " 13/16" LAMI IG- 3/16 "A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 72 " 13/16" LAMI I0-1 /8 "A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A 73 " 13/16" LAMI IG -1/8 "A (MIN.), 1/4" AIR SPACE, 7/16" LAMI 3 /16 "A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI 1G -1 /8 "A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/t6" LAMI IG- 3 /16 "A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3116 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3 /16 "A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI IG- 3/16 "A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16'HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 92 _ 1631 SCREEN CORNER. KEY W/OUT RING POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH I.F. FRAME JAMB #4141, 6063-T6 I.F. FRAME HEAD #4139, 6063 -T6 .062 i 3.152 2.710 .F. FRAME SILL #4140, 6063 -T6 Roved Diew 10/17/11 Rerla ane: E NO CHANGE THIS SHEET Rend 6,c J.R. Rama -y. F.i' 6 /20/11 Bata: Rev D ADDED ' MIN.)' TO GLASS TYPES 4/16/07 Devialonra C ADD ITEMS 41, 42 543 blue By: F)' Dab: 2/28/45 Checked6y J.J. 3123/46 [ 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 Visibly Better PARTS LIST Taia ALUM. HORIZONTAL ROLLER WINDOW, IMPACT itafasaaadok HR710 Bak NTS Shwa 6 a 11 D 4127-10 Rev: E PRODUCT REVISED as complying with the Florida Building Code Acce taeco No Miami " ti ale Pro . nct Contra ``�`� i l { I I \`\ ow{ .4.Y. / //, /0/! ��;.• :\CENS�''•�F�p * fir No. 58705 13 ' • STAT OF /////%9/0. ,,S'ONAL A. LYNNt1i1LLER. P.E. P.E.# 68705 FLANGE FRAME HEAD #4102A, 6063 -T6 �-IF• —.062 .490 j II I k- 1.451 -' SASH STOP #4025, 6063 -T5 .062 i L-1.349-0-1 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 1.183 .050 1.096 -j'r_'T^`'j GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .678 2 .062 52 1.122 -2.710 FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131,6063 -T6 79 .062 ---� 1.081 1— SASH MTG. RAIL #4006D,6063HS -T6 J 87 I.050 1.096 I ' ►-I GLAZING BEAD 7/16" #4222A, 6063 -T5 2. .062 1.187 I-�- -- FRAME SILL ADAPTER #4137, 6063 -T6 1-*--1 .403 FIXED MEETING RAIL #4054B, 6063HD-T6 1.349 .291 SASH SIDE RAIL #4126, 6063 -T5 .050 GLAZING BEAD 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) .678 b1.513 l I .040 1 4 4 3 .738 SASH STOP COVER #4053, 6063 -T5 �-- -2.784 -►{ I I t363 1 tl .062 -.4 FLANGE FRAME JAMB #4002A, 6063 -T6 A50 r .678 1.096 F-s 7 GLAZING BEAD, 5/16" #4039B, 6063 -T5 .683 -�- ■ I 1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 Rend By: J.J. Debi • 10/17/11 Revisions. NO CHANGE THIS SHEET Reuse By: J.R. Dee: 6/20/11 'woo= D Revel By: FJC 4/16/07 Revisions: C NO CHANGE THIS SHEET NO CHANGE THIS SHEET Dtarel F.K. ��06 Checked Bs J.J. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 89X 1529 NOKOMIS, FL 34274 PcT Visibly Better EXTRUSIONS Rite ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ambemorke HR710 Half Meek 7 11 1 4127 -10 E PRODUCT REVISED as complying with the Florida Building Code Acceptance No l . o Date L!` Miami Dade `"'* not Contra \\\ ENV IN! ///// .....N 41/l, //i ••L�GEN ••. * ' No. 58705 STAEO O��•• . FCORIDP.•'• =� s' '• ,S�oNaI� L11 A. LYNIN MILLER, P.E. P.E.# 58705 ANCHOR QUANTITIES, XOX (114- 112 -114) WINDOWS TABLE 4 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD ZONES 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES co WINDOW SIZE HEAD & SILL w v H HEAD & SILL co HEAD & SILL m m d HEAD & SILL 53.125x 38.375 48.000 80.625 54.000 80.000 63.000 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 111.000 x 38.375 48.000' 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1. +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +2 +C2 +1 1 +C2 +2 +02+1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +02 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1+C2+3+C2+ 1 1 +C2 +3 +C2 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1 +02 +3 +02 +1 1 +C3 +3 +C3 +1 1 +C3+3 +03+1 1 +C3 +3 +03 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 m m Q 2 to HEAD & SILL HEAD & SILL co co 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 3 1 +C2 +1+02 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 3 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +02+2+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +2 +C2 +1 3 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +C3 +1 3 3 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03+2 +03 +1 3 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2+1 2 1 +C2 +2+02 +1 2 1 +C2+2+C2 +1 2 3 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +62 +2 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C3 +2 +C3 +1 3 3 1 +C2 +1 +C2+1 3 1 +C3 +2 +C3 +1 3 1 +C3+2 +C3+1 3 1 +C2 +2 +C2 +1 3 1+03+2+03+1 3 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03 +3+03 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C2+ +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 3 1 +02 +2 +02 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2+2 +C2 +1 3 1 +C4 +3 +C4 +1 3 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +03 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +4 +C3 +1 3 3 1 +02 +2 +02 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 3 1 +02 +2 +02+1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+04 +1 4 1 +C3 +3+03 +1 3 1 +C4 +4 +C4 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4 +3 +C4 +1 3 1 +C5 +4 +C5 +1 3 2 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 2 3 1 +C2 +3 +C2 +1 1 +C3 +3+C3 +1 2 1 +02 +3 +C2 +1 3 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 2 3 1 +02 +4 +02 +1 1 +C3 +4 +C3 +1 2 3 3 1 +C2 +2 +C2 +1 3 1 +03 +3 +03 +1 1 +C3 +3 +03 +1 3 1 +03 +3 +03 +1 3 1 +C3 +4 +C3 +1 3 3 1 +C2+2 +C2 +1 3 1 +C3 +3 +C3+1 3 1 +03 +3+03 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3+C3 +1 3 1 +C4 +4 +C4 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4 +3+C4 +1 1 +C5 +4 +C5 +1 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8° OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - J. 13/16" LAMI 1G -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16° LAMI - K 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (1/8" A,.090, 1/8" A) (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X I 1 +C3 +4 +C3 +1 13 I_II_ ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) - 125 3/4" max. I--,- -3" MIN. 141 9" REF. X 0 X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 314" MAX. 1 1/2" TYP. f-�3" MIN. �ttllilill, " 1 1411 1 1 1 1111 I \`tNY LYNN �;.<%1/45./. 9 REF. X �0 ,.......,, /Ll /�i'/ LtCENS' . N0. 58705 MTG. RAIL, TYP. • • EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as complying with the Florida Building Code Acceptance No Da ;;Y :Vii : Dade Product Contro R"vad kt J.J. Data: 10/17/11 Reviekna: E NO CHANGE THIS SHEET Revad o. JJZ Date: 6/20/11 ReNStonx D ADDED IG CAP TO BE TEMPERED @ +30FT NOTE. Revad 8y: F.K Datic 4/15/07 Revtelonz C UPDATE TAKE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. Drawn By: F." Oalw 2/28/06 Choolaid ay: J.J. as* 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Daecdpuon: TANCHORAGE SPACING, XOX (1/4- 1/2 - -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better 8edoe/MOdap 8a m Shed titasteNo. Row HR710 NTS 8 or 11 4127 -10 a• = -2:4a7;:s '��••• STA E Off • O %�S'• �LORIO:.••'G��`` A. LYNN iM ER, P.E. P.E.# 58705 ANCHOR QUANTITIES, XOX (113 - 113 -113) WINDOWS TABLE 5 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE> & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL m gm HEAD '& SILL m gm HEAD & SILL CO m 2 HEAD & SILL co gm HEAD & SILL m gm 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 HEAD & SILL 1 +C2 +1 +C2 +1 co 4 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 2 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +03 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 1+02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 ±C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +03 +1 +03 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +C3+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1+C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +02 +1 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 2 1 +C2 +1 +C2 +1 2 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 4 3 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 2 1+C4+1+C4+1 1+C2+1+C2+1 4 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 4 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C3 +1+ C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAM C. 5/16" LAM FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. TABLE KEY: Revad By. J.J. Deli: 10/17/11 RevlsWne: E NO CHANGE THIS SHEET Revad By: J.R. Deco 6/20/11 Revlslare: D RevadBy: F.K. Cafe: 4/15107 ReVltlo C ADDED IG CAP TO BE TEMPERED le +30FT NOTE. UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. F.K. Win 2/2$/06 CheokadBys J.J. Data 3/23108 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 --.,---ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.C. ANCHOR SPACING) EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. PRODUCT REVISED as complying with the Florida Building Code Acceptance No Odin 11 ate 41-1/4"...0 Naomi ado Prod tro Zol OCENS %A) EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - IrANCHORAGE SPACING, XOX (1/3-1/3-1/3) tkanAbilal: Ban anee Onrniv No. Ron A. LYNN MILLER, RE. Visibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ANCHOR QUANTITIES, XO & OX WINDOWS ANCHOR TYPE> & SUBSTRATE 2,3, W GLASS TYPES A,B,G,H WOOD 1, CONC ZONES cn m ZONES WINDOW SIZE W V H od _c- 0 6 m Z CONC ZONES m Q o d • 06 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2+ 1 +C2 +1 3 1 +C2 +1 3 TABLE f , = GLASS TYPES C,D,E,F,I,J,K, L 23, WOOD 2, CONC ZONES ZOO Qo oo I 06 1 +C2 +1 2 1 • +C2 +1 2 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 2 1 +C2 +1 2 1 +C2 +1 2 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+ 1 1 +C2 +1 3 1 +C2 +1 3 1 +C2+ 1 1 +C2 +1 3 1 +C2 +1 3 1 +C2+ 1 1 +C2 +1 3 1 +C2 +1 3 1 +C3+ 1 1 +C2 +1 3 1 +C2 +1 3 1 +C3+ 1 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 1 +C2 +1 2 1 +C2+ 1 1 +C2 +1 3 1 +C2 +1 3 1 +C2+ 1 1 +C2 +1 3 1 +C2 +1 3 1 +C3+ 1 1 +C2 +1 1 +C3 +1 1 +C3 +1 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 3 3 2 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 3 3 1 +C3+ 1 ONC ZONES m Q 2 =N 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 3 3 3 3 3 2 3 3 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+C3+1 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 2 +C3 +2 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 4 4 4 4 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 3 3 3 3 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 3 1 +C3 +1 3 + + 3 +1 2 1 +C2 +1 2 1 +C2 +1 2 3 1 +C2 +1 3 1 +C2 +1 3 1 +[`� +t . 3 3 1+ +C2 +1 3 1 +C3 +1 3 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 3 1+C3+1 3 1+C2+1 3 2 +C3 +2 3 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 4 1 +C3 +1 4 1 +C3 +1 3 2 +C 4 4 1 +C3 +1 4 1 +C3 +1 3 +C4 +2 4 3 2 +C2 +2.. 3 1 +C2+ 2 2 +C2 +2 3 2 +C2 +2 4 2 +1 3 2 +C 3 1. ANCHOR TYPES: 1 - 114" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,1/8" A) B. 5/16" LAMI - (1/8" A,.090,1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16° A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 6/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2° MAX. O.C. TABLE KEY: 1 +C3 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 4 3 4 4 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C2 +2 3 2 3 3 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 3 2 +C3 +2 4 2 +C 4 1 +C2+ 3 2 +C3 +2 4C3 +2 4 3 +1 3 2+ - 2 ,� 2 +C3+ 4 1 +C3+ 2 +C4 +2 4 C2 +2 3 2 +2 2 2 +C2 +2 3 1 +C2 +1 3 +C3 +2 3 4 4 2 +C - 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 2 +C3 +2 4 1 +C3 +1 2 +C4 +2 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4.- +C3 +2 4 2 +C 4 2 +C3 +2 +C3 +2 4 2+ - 5 2 +C3 +2 4 2 +C4 +2 5 2 +C3 +2 2 4 3 2 +C3 +2 4 3 2 +C4 +2 4 3 2 +C4 +2 4 4 2 +C4 +2 0 X 12 +C3 +2 3 1t- ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE. MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 9" REF. (3" MIN. O.C. ANCHOR SPACING) 11-18 3/4" MAX. -0.11+-3" MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) ' `I 4 1 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 18 3/4" MAX. .41_1 1/2" TYP. I -•--3" MIN. Roma By: J.J. 10/17/11 Revisions: E NO CHANGE THIS SHEET Raved sr Gaga: 6/20/11 Revtsrans: D RevstBy F.K. Data: 4116/07 Rawtetass: C ADDED IG CAP TO BE TEMPERED @ +30FT NOTE. CHG.TABLE;ii TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ F.K. Data 2/28108 ChaotcedBy: J.J. 3123106 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. Box 1529 NOKOMIS, FL 34274 PAGT Visibly Better off+: ANCHORAGE SPACING, OX AND XO WINDOWS rsk: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT intataiodoi HR710 Does Thowiw rR 10 e, 11 1 4127 -10 Rsr. E PRODUCT REVISED as complying with the Florida Building Code Acceptance No Lx , Date Air,' Miami Dade Pro • a ntt "'1III1Iii `\��pNYLYNNyj�( "i: • No. 56705 ._ "O c �C i j"_ Q' : ) STAt'40.iir/ " / /,, /ONA" /,,IJJIt`-1 A. LYNN MILLER, P.E. P.E.# 58705 MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 1 314" MIN. E.D. TYP. 2x WOOD BUCK, } NOTE 3 • ••;: NOTE I CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. 1 /4" MAX. —+- SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. 1St 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM 2x WOOD BUCK, NOTE 3 lx WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 DETAIL E 1 1/4" MIN (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. J Lv ; 13/4" EXTERIOR INTERIOR ,a. MIN. E.D (HEAA & SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS • MIN. 3.4 KSI CONCRETE 1/4" MAX. SHIM • NOTE 1 1 3/4" MIN. E.D. TYP. DETAIL C 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 3/8" MIN. • • a . s . DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Roved By. J.J. Dare: 10/17/11 Rem E NO CHANGE THIS SHEET Revsd By: Raved By: F.K Dete: 6/20/11 Dares 4/15/07 Revisions: D Ravisionse C NO CHANGE THIS SHEET F.K. Drawn 2/28/06 Checked By. REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD I.F. FRAME. CHG. NOTES TO FBC, "CURRENT EDITION" 3/23/08 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS : ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half Drawing 4127 -10 Ran E PRODUCT REVISED as complying with the Florida Building Code Acceptance No 13 !iron By Miami ade Product. Contra %‘\ N( �, ``\ ,xON� ..YNN y/ /4! // /. ' No. 58705 ��Q•�' STAA E OF� :•�ltl.. '1'i .61P, SON ##ALA `\`, A. LYNN MILLER, P.E. P.E.# 58705