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Home My WebLink AboutSUBMITTED PAPERSALL APPLICABLE 1 O (MU TrBE CE PLETED FOR APPLICATION TO BE ACCEPTED r Date: Permit Number: Building Permit Application Planning and' Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 SCANNEa St.�Cucay le County Commercial Residential X PERMIT A71-ICATION FOR: Window/door .PROPOS;EDiIM;PROVEMENT:LOCATION- ;r , Address: 637 Nettles Blvd., Jensen Beach, FL 34957 Legal Description: Parcel 637, Nettles Island, Section II Property Tax II Site Plan Nami Project Name: Setbacks Fr 4502-501-0823-000-6 nt Back: Right Side: Left Side: i DETALLED DESCRIPTION OF WORK: Remove and replace four window openings 'w 4L Lot No. 637 Block No. ;CONSTRUCTION INFORMATION.: Additional work to be erformed under tispermit—check all that appy: 0HVAC Gas Tank ❑Gas Piping OGenerator Shutters QWindows/Doors Electric Plumbing OSprinklers 0 Roof Total Sq. Ft of Construction: f Sq. of First Floor: Cost of Construction: $ a �I Utilities: D Sewer 0 Septic Building Height: _ � `,01NNER%LESSEE ,a. CONTRACTOR: Name Terry L. and Address: 637 Nettles City: Jensen Beach Zip Code: 34957 Phone No. 772 E-Mail: Fill in fee simple from the OwneIr Marsha L. Benedict Name: James W. Newman Company: JWN Construction Inc. Address: 1701 SE Carvalho Street City: Port St. Lucie State: FL Zip Code: 34983 Fax: 772-871-9500 Phone No. E-Mail: jwnconstruction@comcast.net State or County License: CRC1328282 Blvd. State: FL Fax: #9-2299 i Title Holder on next page ( if different listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL.CONSTRUCTION LIEN LAW INFORMATION:, DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: I Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: BONDING COMPANY: Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I i I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration lof the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following bulldi Ing permit applications are exempt from undergoing a full concurrency review: room additions, accessory struct li res, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commiaencing work or recording vour Notice of Commencement.4 Signature of(Owner/ Agent/ Lessee STATE OF Fl. COUNTY OF The Tday ing instru ent was cknowledged before me this of � 20 Y4 by 1 �J 15 (Name of sonacknowledging) /l, ,,%., i, of Notary Publib- State of Florida ) Personally Know � OR Produced Identification Type of Identification Pr Commission No. Revised 07/15/2014 MY CQ 10N # EE IlM EXPI�Apn120, 2017 Bonded Thru Notary Public Underwriters of Holder ATE OF FLORIDA LINTY OF-01VIL-i _-Mo The forgoing instrun ent was acknowledged before me this _-I_ day of 20_M by 15 (Name of person acknowledging) C (Signature of Notary Public- St of Florida) Personally Known OR Produced Identification Type of Identification Pr MY CO ISSIQN # EE 880008 Commission No. ° ° :•= EXP dl 20, 2017 %'�RFQQ` Bonded Thru Notary Public Underwriters REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS MII Ml•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Industries Technology Drive h Venice, FL 34275 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 T (786) 3152590 F (786) 315 2599 Thus NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have. this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Conitrol 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 IIPW--701/ 620" Aluminum Fixed Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-620,1, Series titled "Fixed Window Installation Guidelines", sheets 01 through 09 of 09, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller; P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. MISSILE IlVIPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model) series, and following statement: "Miatni-Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 and renews NOA No. 11-1114.17 and consists of this page 1 and evidence pages E-1 andl E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. LMIMAMMIW=tm� NOA No.13-0502.04 l r Expiration Date: February 19, 2019 i �� Approval Date: Julyl8, 2013 ,1it1�114T Page I PGT Industries i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-620.1, Series titled "Fixed Window Installation Guidelines", sheets 01 through 09 of 09, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminium fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT1-3834 and FTL-3847, dated 07/30 and 31/03, all signed and sealed by Joseph C. Chan, P. E. bs� (Stt tztterl undeY prevtous NDA No. 03 X.105.Oz) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.13-0502.04 Expiration Date: February 19, 2019 Approval Date: July18, 2013 C-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL--3834 and FTL--3847, dated 07/30 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.02) G. OTHERS 1. Notice of Acceptance No.11--1114.17, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window — Non—Impacf' approved on 02/16/12 and expiring on 02119/14. Jaime D: Gascon, P. E. Product Control Section Supervisor NOA No.13-0502.04 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 GENERAL NOTES: SERIES 620 NON -IMPACT -RESISTANT FIXED WINDOW -1) THIS.PRODUCTHAS BEEN DESIGNED 8 TESTEDTO— - COMPLY WITH THE REQUIREMENTS OF THE FLORIDA _ BUILDING CODE, INCLUDING THE HIGH VELOCITY - HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY. USE ONLY MIAMI•DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-Ilr THICK OR GREATER. W AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (A0% 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. B) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300.09. e. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 334/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL3834. 3647 8 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AFBPA NOS FOR WOOD CONSTRUCTION - (2005) AND ADM ALUMINUM DESIGN MANUAL - (2005). 10) THE 620 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES _ 48'TIP-TO-TIPWIDTH _ - 4T BUCK WIDTH 48- BUCK WIDTH 44.1/4' VISIBLEE 45.1/4' VISIBLE LIGHT WIDTH HTWIDTH r----8, HE Tb -1Or MAX, rr--P.HET6 --- -I- - SEE -SHEETS 2.4---I-- RESISTANCE - 48' BUCK WIDTH 8' MAX. SHEEITBBLE�� I+- Y MAX A A C I C I E. SHEET 7 I E. SHEET 7 SHEETS SHEETS BUCK SHEET- SHEETS G.SHEET 8 G,SHEETB 1 L I HEIGHT L -I BUCK 1— r------- 1------- HEIGHT T-------- 92.1/4• I 03.114' 12'MAX. - i VISIBLE 12"MAX. i VISIBLE C. O.LIGHT O.C. VISIBLE S. MAX. LIGHT HEIGHT I / LIGHT O.C. i / HEIGHT HEIGHT iTIP -TO i I TIP 98' i HEIGHT i I BUCK HEIGH' -B -►{ jam- 12' MAX. O.C. 6� J '-rD -�j j+- 12•MAX.O.C. F, SHEET7 MAX. SHEET 6 MAX. SHEET 6 2' MAX. H, SHEET 8 fir-- 6' MAX. O.C. TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES.„....._.........__ 1 ELEVATIONS„.._....„ . ................... 1 GLAZING DETAILS ...... ......_...... 2.4 DESIGN PRESSURES........„„...... 2-4 INSTALLATION. FLANGE._......... 6 INSTALLATION, EQUAL -LEG _..... 6 INSTALLATION, INT. FIN A..__..... 7 INSTALLATION, INT. FIN B........ ... B CORNER ASSEMBLY..... ........ ..... 0 EXTRUSION PROFILES................9 PARTS LIST .... .................... _........ 9 TARIF V FIGURE 1: IT O.0 12.O.C. / MAX. / j / 8' MAX. T Typo - OestdptioA street N 1 3/18' Tem red 2 2 14` Tempered 3 3 13l18` ICI 3/16' Tempered • 7118° Alr - 3118' Tempered 4 SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE S' MAX. FROM CORNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. )+---WIDTH=i I`— WIDTH � Ir WIDTH ---I I- WIDTH T 1-- - - - -I T ----I 7- I- 1 -f- r - Iti I ICI I 163 ICI I 1_ .J i L- - J I WIDTH �— I-- WIDTH --I )f WIDTH I I-- WIDTH - i Tr-- ---� T --� Tr- Tr 1L J VADTH—+{ I-- WIDTH ---I I+ WIDTH --I { WIDTH -H --- ----I i — i — — �--- IIn 1 11 11 I 1 rVNN r44(/,'c'��i�; . ' No. 68705 S A EIOF .'=/4WD i ��''•. FCORIOP.•' � SS%NAI.'" A. LYNN MILLER• P.E. P.Ed168705 TABLE 2• Window Design Pressure (+1-, psQ for Glass Type 1 ngSide (in) - - - - - -- W-718 72 76 60 84 88 92 06 100 1 104 109.1/2 112 118 120 124 128 132 1 136 140 144 30 +1001.160 +10DI.160 4.1001-149.6 +10W447.7 +1M4,16.1 .1001.144.7 N001-141.9 N00/-138A 0=-13&4 +I00/-l32.8 +1001429.6 +1001-128.8 +100/-128.8 +1001125A +1001.124 +1001.122.8 +1001.121.5 +7001-120.5 N00/-119.6 4100/•118.6 32 0ON-147.2 +100/444.6 0001-142.6 +ION-140.8 +1001.137.6 +1001431.7 +1001-127.1 +1001.123.4 +1001.120.3 +100%117.9 +1001-114.5 +10N-113.6 +100/•112 +1001-110A 0001408.9 •10N•107.6 a1001-108,5 +1ON•105A +1001-104.6 +1001-103.6 34 N001-141.3 +1001-138.6 0001-138.4 +10W-134.5 +1001.128.1 +1001-122.3 0001-117.7 +10N-113.9 NON-110.1 +1001•108.8 +1001.103A +1001-102.2 +1001-100.4 +1-99 +/•97A +/-96.2 N-95 +/-93.9 +/.93 +192 36 +1001•13&1 +1001-133.3 +1001.131 +1001.129 +1001.123A +100.117.3 +1001-111.8 +1001•106A +10N-102.6 +1.917 +/98 N•94A +1.92.2 4/-90.1 +1-86 +/.88.6 095.2 +/-84 +/.83 +/-81.8 38 +ION•131.6 +1001-128.7 +100!•126.3 +1001.124.2 +1001•121.7 +tON•115.1 +1001-107.8 +IODf-102.5 a/•98.4 41.94.6 +/-00 +/-87.9 465.2 +1.83 +/$1.4 +1.79.6 +1-78.4 +1.77.2 +1-782 +1.75 40 +1001•127.6 N0OI-124.8 N001•122.1 +1001.120 +100/-018.1 41001413,9 +10N•106.8 +1001-100.8 N•98.1 +1-91.6 +/96.4 +/A3.4 7/-81.1 7178.9 +/-76.9 H•76 0•73A +171.8 +1.70.3 a/ -we 42 +10(14124.1 +1001-121 +WN-118A +10.118.2 +1001.114.3 +1001•112.8 N00J•106.2 +1001-100.6 +/•95.3 +/-89.9 N-63A +/-M.4 +1•78.7 +1•76.1 +/-73.5 +1•71.2 +/-09 +I.87 +1-652 +/-63.4 44 +10DI.121 +100/•117.8 +1001-115.2 +100/4129 +1001•110.9 +1001•109.1 +10N•106.8 +1001.100.7 +I95A +1.89.9 +/-82.6 +/-810 1 +1.77.6 +1•74A +/-71.6 +1.88.5 +/-65.9 +/-63.4 +/•61.8 +/-60.6 46 +1007-118.4 +1001415 +10N-112.2 NON-109.6 +1001•107.0 0001-108 +1001-104.3 +1001-101.1 +/-95.7 +/-00.3 41.82.8 t/-80.8 +/-77.4 +/•74 +/.70.3 tf-87.2 H-83.8 +/•61.7 +1.60.4 +/-58.8 48 +10DI.116 +1001.112.5 +10N-109.6 +1001-107.1 +1001.105 +10N-103.1 +1001-101.6 +/-100 +/-962 +f-90.8 +/-83.2 +/•81.1 +1-77.5 +/.74 +1-70.6 +/-68.6 +1.63 +l•81.4 +/59.6 +157.8 50 +1MI M +1001-110.3 +10N•107.3 +10N•104.7 +1001.102.5 +100/400.6 +/•98.9 +/-97.4 N-98 •/•91.4 +1-03.8 +/-81.6 +/•78.2 +/-74.6 +/-70.9 +/-07.3 +1-63.2 +/.81 +159.4 52 t10N•1122 +1001408A +ION-105. tf001.1026 +1001-100.3 +1.98.3 +/-96.5 +/-94.9 4/•93.6 +/•92 +1.84.6 +/52 -1.70.6 +!•75.3 +/-77.8 +!•67.8 +1.84 +/.81.4 54 OW-110.7 +10N-108.7 +10N•103.4 +10N•100.8 +F982 +/98.2 +/.94A 4192.8 +/-91.3 +/-90 +1-05.2 a/-82.4 +/•78.8 +1•75.8 +/-72.2 +/-88.6 +/.64.8 68 +10N-109.4 +10N-105.2 +10N•101.8 +/-9&9 +/•95.4 +1.94.3 +1•914 +/90.8 +/89.3 +/-88 +/-65.4 +/-62.7 -1.79.2 +/-76 +/•72,8 +1.89.4 68 +100/-10&4 +I001-103.0 +1001-100.4 +/-07.4 +/-94.8 +1.92.6 +/-90.8 +148.9 +1VA +198.1 +/-84.2 41.82.3 t1-79,3 +/-76 +172.8 90 0001407.5 +1001.102.9 +199.1 +/•96 +/-9&3 +1•91 +/•89 +187.3 +/55.7 +/-84.3 +/•82.8 +/-81.4 +/•78.7 +/-70 62 +70N•108.9 +tON-102 +IMA +1.94.8 +1•92 H59.e +/-e7.6 +/-me H•84.2 N52,7 of-01 +/•80.3 +1•77.5 84 +100,38.4 +10N-101.3 t/-97.2 t/•93.8 +/•90.9 a/88.4 t/-08.3 +184.4 +/82,7 N51.3 +!•78.6 +/-78.8 86 +10N-109.1 +10N-100.7 •/98.4 +/•92.6 +/.89.8 +/57.3 H-65.1 Z 83.1 +151 A +/-79.9 67,718 1 +100f•10&1 I +700/•100.3 +/-95.8 1 +1-92.1 1 +/89 1 +/.86,3 1 +/•84 1 +1-82 1 +/-M3 1 4/-78.7 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT P FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TEMPERED GLASS a 11 USED AT CURVEDLY 29 FRAME MEMBERS ONeJ18• Q 11.7/8.O.C, MAX GLASS SITE EMS I�OR_ GLASS TYPE 1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �-+- LONG SIDE SHORT r SIDE [!��j , SHORT �. s1oE �- LONG SIDE -�LE SHORT /� SIDE P L ,� I LONG SIDE SHORT SIDE Window Design Pressure (+/j psQ for Glass Type 2 - -- -------Long Side -(In)- --- -- -- - --- 67-7/8 1 72 70 80 84 68 92 98 100 104 1 109.1/2 112 1 116 120 1 124 128 1 132 1 130 140 M4 30- +100/460 410W-160 +10N-149.5 +1001147.7 +1001-146.1 +100P144,7 OW-143.4 +1001-142.2 +1001-141.2 +1001-140.2 +IOW-138 +1001-130.0 41001-137.8 -1001.137..1 +10111•138.5F100112 5.9 +1001.135.4 +10N-134.9 +1001-134.4 +1001-133.1 32 +1001-147.2 +1001.144.6 +1001-142,5 +IOW.140.8 +10W139 +1001-137.5 +10W138.2 +10W-135 +IOW-133.9 +10W-133 +10W131.7 +10W-131.3 +1001.130.6 +1001-129.8 +10W-129.28.6 ♦1001.128 OW-127.6 +1001-127 +100/•128.6 34 +IOW141.3 +10W138.6 HOW-136.4 +1OW-134.5 +1001.132.7 +100/-131.2 +10W429.9 +1001-128.7 +IOW-127.8 NOW128.6 +1001-125.3 +IOW-124.8 TI00/•124.1 +i001.123.4 +1001.122.722.1 +1001-121.5 +100/-121 +1001-120.5 +100/-120 36 N00/-136.1 +1001-133.3 +1001-131 NOW-129 +1001-127.3 +1001-125.7 +1001-124.3 +1001.123.1 +100/422 +10W120.9 +1001-119.7 +1001-119.1 +100/-118.4 +1001-117.6 +1001-117 16.4 +1001-116.8 +tOW-116.3 +1001-114.6 +1001-114.38 +1001431.6 +100l-128.7 +10W128.3 +1001424.2 +1W1422.4 +1001-120.8 +1001419.4 a100/-116A NOW117 +1001.115.9 NOOh114.6 +100/40 1 +100/-113.3 +10W112.6 +1001-111.911.3 41MI-11W +10W-110.1 NOW.108.8 +1001.107.1 40 ♦1OW-127.6 +1007.124.6 O W-122.1 +10W-120 +1001-118.1 +IOW-116.5 +1001.115 +1001.113.7 +10W-112.5 +1001.111.4 +1001.110.1 +1001-109.6 +tOO/•108.6 +10W107.7 +100AIOUO3.4 +1001.102 +10W100.6 +/•99.4 +/.95 42 +10W124.1 +1001.121 ♦IOW-1I&4+10W-116.2+10W114.3+10W112.6+10W111.1+100/•109.7+10W-iGB.5+10W-107.4+1001.106.1+10W-105.5+100/-10&5+iOO/-I 0.0 +/-98.T.8 +/•94.8 +!•93.2 +!•91.8 +/.90 44 +10W121 +IWI-117.8 HOW-115.2 +10W112.9 +IOW-110.9 N00/•109A NOW-107.5 +10W100.1 NOW-004.9 +100/•103.8 +1001-102.4 +1001-101.8 +1.99.2 +/A8.1 N•93.69 H-88.7 +/-86.5 +/-84.0 H•83 46 +1001-118.4 +10W-115 +10W-112.2 +10W-109.8 +1001407.8 +100/-108 +10W-104.3 +10W102.9 +10W-101.6 +1001-100.5 +/-99.1 +/-98.5 +/•so +/•92.5 +1.69.1.3 +/33.7 +1•81.8 +/.00.2 +l•78.6 y 46 0001.116 +1001412.6 +tOW-109.8 +10W107.1 +10-105 0001-103A +1001401.5 +/400 +I.98.7 +1.97.6 1 +/•98.1 0-95.5 +/-94 +/139.8 +/-88.2 1 +/•83 +/-80.8 1 +1-79 +/-77.1 +/•75 60 +1001.114 +1001-110.3 +1001-107.3 +IOW-104.7 +1001-102.6 +1001-100.6 +/-98.9 41.97.4 a1•96 +/-94.8 +1A3.3 -1.92.7 +/•91.8 +1-08.7 +/-84 +1.81.6 +/ 79.1 +1-78.7 +1.74.7 tN Y 52 +10W412.2 +1001-108.4 +1001-105.2 +10014OZ8 +IOW-100.3 +148.3 0-96.5 +/-94.9 +/-93.6 +/4I2.3 +/-90.8 +/-90.2 489.2 +/A8.4 +/•83.8 +/.m6 +/•78.2 +/•76.6 h 54 +1001-110.7 +1001-106.7 +1001-103.4 +1001-100.6 +/-98.2 +F98.2 +/-94.4 */.Sze +/-91.3 +/-90 +/-88.5 +1-87.6 +/46.9 +1-86 +1.84.1 +/.80.8 41.77.6 56 +I W-109A +1001.105.2 +IOW101.0 +/-06.9 +1.98.4 +/-94.3 +/.92.4 +1.90.8 +/-89.3 +/-W 4/-88.4 +/-85.7 +/-04.7 +143.9 +/-83 +l-61.2 58 710 i0008.4 + OW-103.9 +1001-100A +/•97.4 +1.94.8 +/-02.8 +/-90.6 +1-0&9 0.87.4 +/.86.1 +/.84.4 4l-83.8 +/-02.8 +I.81.8 +1-01 60 +100/-107,5 +1001.102.9 +/.99.1 +/•98 +1.93,3 +1.91 +/.89 487.3 +/-66.7 +/.84.3 4/-82.6 +/-82 -1-80.9 +1-80 62 +100/-10&9 +100/402 +/•98.1 +/-94.8 4/-02 +/-89.8 +/-87.6 +1•8&8 +/$4.2 +/•82.7 4/•81 +/•80.3 +1.79.2 04 +fOW-100.4 +10=W-10i.3 +/.97.2 -1.93.6 +/-90.8 +/.88.4 N-06.3 +/- +!•82.7 +1-61.3 +/-79.5 +/-78.6 66 +I=-10&I +1001.100.7 +1•96.4 +/-9Z8 +1.89.6 +/-07.3 +/•85.1 +1.83.1 H$1.4 +1.79.9 67-718 +t0W-1081 +10W-100.3 H•95.8 1 +1.92.1 1 +/-09 1 +/-W.3 1 +1.84 1 0-82 1 +/.80.3 1 +/-7&7 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. USED AT CURVED FRAME MEMBERS ONLY Q 11.W O.C. MAX. EXTER GLASS TYPE 2 TEMPERED GLASS TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �- LONG SIDE SHORT SIDE + SHORT .J- 310E I+- LONG SIDE -� SHORT SIDE j LONG �y SIDE J SHORT -1 SIDE b a H rc n m >- 0 N Y.-eloo o N °z S 8 w ado XU_ X� r ZW m O =C)' 9ma n> Op �i O a rn �z o:z ,. g O J � M ® y wU.� iea45 Z ? N SG p 2 Z Q LU 0 MEW Z_ IW�i O LYNN ��5�.•'��GENS6 %� � � No. SB705 • `�� SS/ ONAL A. LY1N MILLER. P.E. Window Design Pressure (+l-, psq for Glass Type 3 -- -- - - - -Long 3[do On - - - - - -- 07.718 72 76 80 84 98 92 98 100 104 109412 112 116 120 124 128 132 130 140 144 30 - +1001.160 +1001.150 +1DDI.149.6 +1001.147.7 +1001.146.1 0001444.7 +fOW143.4 +1001-142.2 +1001-141.2 41001-140.2 +1001-139 +W01-138.6 +1001.137.8 +100/-137.1 +10W-136.5 +100/-135.9 +10W-135.4 +1001434.9 +1001-134.4 +100/-133.9 32 +10W147.2 NON-144.6 +100/442.5 +1001-140.6 +10W139 +l W437.5 +1001430.2 +1001.135 +1001•133.9 +1001-133 +10D/•131.7 +1001431.3 +1001-130.5 +1001.129.8 +10W129.2 +1001-128.8 +1001-128 +1001427.5 +100/-127 +IOD/-128.5 34 +IM.141.3 +1001438.6 +10W-138.4 +1001.134.5 +1001432.7 +1001-131.2 +1001-120.9 +10W128.7 +IOW-127.0 +1001-126.6 +100/-128,3 ♦10W724.6 +1001.124.1 7=423.4 +10W-122.7 ►tON-122.1 +1001-121.5 +1DOI42f +100/-120.5 +100142D 36 +1001.136.1 +100/-133.3 +10N•131 +10N-12B +1001427.3 +1gW125.1 +tOW-124.3 N001.123.1 +1001.122 +1001-12D.9 0001-119.7 +1001-119.1 41ON-118.4 +10N-117.6 41001-117 +10N•118.4 NON-115.8 NCN-115.3 NO01-114.6 +1001-114.2 38 +10W-131.6 +10N-128.7 NOW728.3 +100'-124.2 +10W-122.4 +10W720.6 +IW419.4 +100/•116.1 NON-117 NOW-115.9 +10N•114.0 +10W114.1 +1001.1132 +10N-112.8 NOWi11.9 NDO1411.3 +10N-110.7 +IM410.1 +1001409.6 +tON-109.1 40 4100'-127.6 +100/-124.6 +1001.122.1 +1001-120 +100/•118.1 +10W115.6 +1DOP115 +100/-113.7 +10W-112S +100/-111A +tON-110.1 +1001-109.6 +1001-108.8 +1001-108 +10W107.3 41001.106.7 +1001.106.1 +1001.105.6 +10W105 +1001-104.5 42 N0N424A +10W121 NOW-118A NOW-116.2 NOW-IM.3 NOW112.8 +IOW111.1 +100/409.7 +IOW-108.5 NON-iU4 +100/-108.1 +1001405.5 +1001.104.7 +100/-103.9 +100/•103.2 +1001.102.5 +1001-101.9 +1001-101.4 +1001-100.8 +1001-100.3 44 +1001.121 +100/-117.8 +1001-115. +100/-112.9 +100/-110.9 +100/409.1 +10W107.5 +1001-106,1 +10W-104.9 0DW-103.8 +tON•102.4 +1001-IOI.0 +1DW-101 +10N-100.2 +/-99.5 +/-98.8 + 96.2 +/:97.6 +/-97.1 +/-96.6 46 +1001.118.4 +1001.115 +1OW112.2 +WW109.8 +10W-107.8 +10W-7C8 +10N•104.3 41001.102.9 +10W101.6 41DN•100.5 +1.99.1 +Ib8.6 4/-97.6 +/•98.8 +/-96.1 +/.95.4 4/-94.8 41.94.2 41.93.8 +/-93.1 46 +1001.116 +1001-112.5 +10W109.0 +10W107.1 +1001.105 +10W103.1 +Im-1D1.5 +/400 +/98.7 +/.97,5 +/96.1 +1-95.5 +IA4.6 +/•93.6 41.93 H92.3- +/•81.7 N•91.1 H-90.6 +/-89.9 aq 60 +1001•114 +1001-110.3 +1001-107. +1001-1D4.7 +1001.102.6 +1001-100.6 +198.9 +/-97.4 0-g8 +/-94.8 +1.93.3 +1-92.7 1 +191.8 +1-90.9 1 -1-90.2 +/•89.5 +/-88.8 41.88.2 +1.87.7 R 62 +1001-112.2 +1001-108.4 +1001405.2 +1001-102.6 0001400.3 +1.98.3 +1-98.6 +/94.9 +/.93.6 +/.92.3 +/90.6 +/•90.2 *89.2 +/-88.4 1 +/•87.6 +/.86.9 +/•80.2 +/.Me b4 41001.110.7 +fOD/-1o8.7 +100/703.4 +1001-10D.6 +/•98.2 +1.98.2 +/-94.4 +/-928 +1.91.3 +/•90 +/-80.5 +/97.8 +/-86.9 +/.86 +/$5.2 +/-84.6 +1.83.6 65 *1001-109.4 +1=405.2 +1001-101. +/98.9 +/-96.4 +1-94.3 +/92.4 +/90.S +/89.3 +/•88 +/•86A +7.65.7 +1.84.7 -1-8319 +/.03 +n2.3 58 +100408.4 000/-103.9 +10W-100.4 +/•97.4 +/•94.6 +/92.8 +1•90.6 +/98.8 +1.87.4 +1•08.1 +/.84.4 +/-83.8 +/92.8 +/$1.8 +/.81 60 +1001.107.5 +100/402.9 41.99.1 41.90 +/•93.3 +1•91 +/•Bo +/97.3 +b85.i +lA4.3 +/92.0 +/•82 480.9 +1-80 82 +tON-f00.8 +tOW-102 +IJ�8.1 +/-94.6 +/-92 +/89.8 +/-87.8 +/.85.8 +1.842 4/.82,7 +/-81 +1.80.3 +1.79.2 84 417 00/•101.3 +/•97.2 +/.83.8 N90.9 +/418.4 +f•88.3 +/4N.4 N82.7 +/•81.3 +/•79.5 +/-78.8 68 +10N•106.1 +f00)A00.7 H-90.4 +f-9ZO N•89.8 y87.3 +f-85.1 +/93,1 N•61.4 H•79.9 87-7/8 +10W106.1 +1001-100.3 4/-05.8 +1-92,1 489 N•88.3 H•84 41.82 +/•80.3 N78.7 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 13/16' NOM. GLASS STACK 311W TEMPERED CLASS. 7116' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11.7/8' O.C. MAX. EXTERIOR a GLASS TYPE 3 TEMPERED GLASS i 618' GLASS SITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �- LONG SIDE SHORT SIDEF�:� SHORT SIDE �•� LONG SIDE SHORT d SIDE j G LONG 1/ SIDE HORT 9SIDE SIDE Ze71 `�.��NONY..LYN ��`�, \ * No. 58705 O� STA E` A. LYNN MILLER, P.E. EDGE --DISTANCE- INSTALLATION TYPE A A WINDOW EXTERIOR BUCK HEIGHT rip -To -Tip WINDOW HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT- 2-314' 6 EMBEDMENT •+•. INSTALLATION 4+— EDGE DISTANCE TYPE B 2X WOOD BUCKSTRIP —OR FRAMING, SEE --NOTE 2, THIS SHEET - EMBEDMENT �1/4' MAX 1 SHIM TYP.ANCHORTYPE, -EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY ®11-71W O.C. MAX. INSTALLATION TYPE-C- - EMBEDMENT 1/4'MAX SHIM I EDGE •:.;1 8 DISTANCE .'- 1/4' MAX. SHIM #12 STEEL SELF -DRILLING SMS (06), SEE TABLE 5, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING INSTALLATION -- — ——TYPE-8 - iX WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET —� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 5, THIS SHEET 11 EXTERIOR 12 CONCRETE/CMU �VISIBLE LIGHT WIDTHPERANCHOR WINDOW BUCK WIDTH -2-34REQUIREMENT WINDOW SUCK WIDTH TIP -TO -TIP WINDOW WIDTH �{ HORIZONTAL SECTION A -A EXTERIOR MIAMI•DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 5,THIS SHEET 7 r114'MAXSHIM 1X WOOD BUCKSTRIP, ,( SEE NOTE 2, THIS SHEET CONCRETE PER :. ANCHOR • ' a , L REQUIREMENT •TYP.ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET VERTICAL SECTION B-B rem r: R. PERANCHOR REQUIREMENT Anchor SubeUalo Min. Edge Distance Mtn. Embedment Mox O.C. SPeclat; #12 or#14 410 SS Screw P.T. Sout m P ne (SG= 55 0! 8 Aluminum 6063•T6 min. 379 2' A35 Steel 8' 0.063' 1Y Steal Stud Or. 33 min. 316' 0.045' 18 GO) ' 12' ' 012or#14 Steel Screw(G5) P.T. Soutllem Pine 543•0.55) 0115' I-XW 12' Aluminum. 605346 man. 316' OW-_ 12' A30 Steel 3/0' 0.06Y ' 12, led Or. 33 min. Steel Start. 3/8' 0.045'(18 Go)' 12,114' 410 SS CmtoFlelt Ungrouted CMU ASTM 0.90) 2-UY i-Im tY Concrete (min.3.35kep 1. 1.3/4' 1Y 1/4' 81ae1 Vllrecon Comtel2 min. 2.06 ke1 1' 1-314' 1Y Concrete (min. 2.B6kel) 2.1/Y 1.318- 12' Ungroutad CMU• (ASTM C•90) 2.1ir 1-114, tY Grouted CMU, ASTM C-90 2-11Y 1-3/4' 12' SHIP Steel Ullmcon Concrete (min. 3.5 kaU 1-114' 1.1/4' 12' Grouted CMU ASTM C4)0 2-11Y iJ14- 72' MIN. Ur a I rntCRu.S UCTUNu 1 nc,mc,i m OV oa I N1, c. EDGE DISTANCE INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1r2". /X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS'2X' ARE 1.M'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 ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. FA i ro z Cl) Y - K O;. 0 O N all 0 O O eNer N -.I lJe Z Z to LL W V U % (D e3 in Z(11 00 O CU MAO O O CD�Z Q Z F LL O Z to O (~A H Iaa4S O H Z Z aloaS o m 'OL LL ! i I ,,\0ON.I ILYNIV 4U� ` * ' Nm 58705 ' 'V,;SZONAL //II111110\ A. LYNN MILLER, P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION EDGE OR FRAMING, SEE TYPE EMBEDMENT INSTALLATION I IW MAX TYPE E EMBEDMENT L SHIM EDGE S DISTANCE F WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2.314' �1/4' MAX 2 SHIM �TYP.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE %THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8' D.C. MAX 114' MAX SHIM H12 STEEL SELF -DRILLING SMS (G5� SEE TABLE 6, THIS SHEET INSTALLATION TYPE H 1X WOOD BUCKSTRIP, - - SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET EXTERIOR 12 Ir � VISIBLE CKWWIDTH-%6 CONCRETE/CMU PER ANCHOR I WINDOW BUCKWIOTH-23/4' REQUIREMENT r WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EXTERIOR V MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA),ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET EDGE y: DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT Aaetar 3u6strete Min. Edge Distance Mln. Embedment MeM O.C. Spacing U12 cr#14 410 SS Screw P.T. Southern no SG= .55) 9 8' 2' Aluminum 6083T5 min. 3 . 6.083' • 1 A38 Steel 318' 0.063' • 12' Stool Stud Gr. 33 mh 318• 0.045' 18 Ge ' 12, 012 or U14 Steel Screw(G5) P.T. Southern Pine (SGc0.65) 9/18' 1.3/0' 12' Aluminum. 6083-TS role. 318- 0.00' 1T A38 Steel 318, 0.083' • 12' Stool Stud Gr. 33 tin 318' 0.045' 18 Go 12' 1/4' 410 33 CretoFlox Un routed CMU, ASTM G90 2-112' 1-1/4' 12' Concrete (min. 3.35 ksl) 1• 1.3/4' 12' 114' Steel Ullmoon Concrole(min. 2.85 kc1) 1' 1314' tY conemta role. 2.85 ka1) 24M' 1318' 12' UnOtouted CM . (AS G90 2.112, 1.114' 12' Oroulctl CMU ASTM G90 2-1/2' 1314' 12' 6118' 6lcci Ullreocn Concrcla role. 3.5 kel) 1-1/4' 1314' 12' Grout CMU ASTM C30 2.11Y 1314' 12' MAX SHIM �1/4' 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET .':f•',.,•:.: •� .' •• I' '. CONCRETE PER EMBEDMENT. . • .. •:: '�. 4'.:• ANCHOR •; INSTALLATION NOTES +..:., •'` "' < • .. s: ..: y ...' REQUIREMENT' .: .J—. �' '- 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, INSTALLATION • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1412•.1X WOOD BUCKS ARE I— EDGE TYPE F l`� TYP• ANCHOR TYPE. EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTEDAS'2X' ARE 1-1(2'THICK OR GREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE S. THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3. FOR ATTACHMENT 70 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. with 9 `♦♦♦♦��NV LYNN i ` No. 58705 ' srn (d 3 A. LYNN MILLER, P.E. P.E.H 60705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE - - -DISTANCE PER SUBSTRATE, SEE TABLE 7, THIS SHEET INSTALLATION TYPE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 23W INSTALLATION TYPE J 2X WOOD BUCKSTRIP EMBEDMENT f— OR FRAMING, SEE NOTE 2, THIS SHEET EDGE EDGE DISTANCE DISTANCE d 1/4'MAX } 3 SHIM EMBEDMENT 11 USED AT CURVED L 29 FRAME MEMBERS ONLY ®11-7/9' O.C. MAX. INSTALLATION TYPE 1/4' MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �1 SEE TABLE 7, THIS SHEET 1/4' MAX. SMM INSTALLATION t� TYPE L 910 STEEL SELF -DRILLING SMS (G6), SEE TABLE 7, THIS SHEET IA 2X WOOD BUCKSTRIP II EXTERIOR 1 OR FRAMING, SEE � NOTE 2, THISSHEET 10 r1/4' MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, �11 STEEL FRAMING OR STEEL STUD. —(', SEE SUBSTRATE PROPERTIES, j TABLE 7,THIS SHEET EDGE DISTANCE �— TYP'ANCHORTYPE,EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 7, THIS SHEET VERTICAL SECTION F-F _INSTALLATION TYPE K EDGE DISTANCE —� 2X WOOD SUCKSTRIP a OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT \ EXTERIOR 'j~� f^44 12 I VISIBLE LIGHT WIDTH = 6 1� N7NDOWBUCKWIDTH -2314' WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min. Edge Distance 2• 2' x . 3• Box Nell P.T. southern Pula SG=0.65) 5116'2-1/2' x.131' Common Nall P.. Sou am Pine = . 5 318, 2-1/Y x.146• Roo6n Nell P.7 Soulham P1ne SG=0.66 3/8'P.T. MW x 1' Steel Screw' Southern Pine SO=0.65 1Wgig 0.093' Aluminum, 6063-T5 min. 5116'1116' A36 Steel 6/10'0.046' 16 Ga Steel Stud, Or. 33 .5116' 'MIN.0F31HRtAUbtltTVNU IMmeil QV- INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.. 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1W. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTEOAS'2X'ARE 1.10THICK 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 RENEWED It widl the Florida NOAl LYNN Ma ' No. 68705 I�t Q STAT F C(/ ZONAL /jI/lllllllltt A. LYNN MILLER, P.E. P.E.#69705 'FOR THIS WSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORETHANB'O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3/4' INSTALLATION TYPE N [ENT . .. •.. ±. EDGE DISTANCE EDGE 2X WOOD BUCKSTRIP DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET IEMBED � ENi L1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S, THIS SHEET FRAME CURVED FRAME MEMBERS ONLY SDGE TAN I� DISTANCE �W�1� I f�((_��1 (L��(L�U�.)L Q 11-7/8' O.C. MAX. CONCRETEICMU PER ANCHOR REQUIREMENT INSTALLATION TYPE 0 FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY BE NO • MORE THANB'O.C. 1I12 STEEL SELF -DRILLING SMS (G6), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INS FOR THIS INSTALLATION- - • EMBEDMENT METHOD ONLY, 114. MAX ANCHORS MAY BE NO SHIM MORE THAN W O.C. 1X WOOD SUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2. THIS SHEET OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE S. THIS SHEET I� EXTERIOR EMBEDMENT AND EMBEDMENT ANDEOGE DISTANCE PER SUBSTRATE, cj�J ID SEE TABLE 8, THIS SHEET MAX SHIM MIAMI-DADE APPROVED MULLION �1/4' (SEE SEPERATE NOA),ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET 1X WOOD BUCKSTR{p, SEE NOTE 2, THIS SHEET VERTICAL SECTION H-H VISIBLE LIGHT WIDTH = . 'O WINDOW BUCK WIDTH - 2.3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION G-G EMBEDMENT nI T u EDGE . ..•}'.`r•' DISTANCE CONCRETEICMU PER ANCHOR REQUIREMENT EXTERIOR 0 Anchor Substrate Min, Edge Dletance Min. Embedment C. #12 cr#14 410 SS Screw P.T. Southern Pine SG-0.55 911 1 6' i Aluminum 6063•T5min. 3 W 0. A36 Steel 318.0.083'' Steel Stud Or. 33 min. 31W 0.046' 18Ga •6 912or#14 Steel Screw (G5) P.T. Southern Pine SG4.55 9116' 1318' 6' Aluminum. 6063-T5 min. 313' 0.083• • an A36 Steel 318' 0.08r • 6' Steel Stud Gr. 33 min. 31B' 0.045' 18 GO) B' 114. 410 SS CreleFlex routed CMU. ASTM C-90 2-112' 1.1/4' 12' Concrete (min. 3.35 kei) 1' 1-314' 12' 114' Steel Uitracon Concrete in. 2X5 kei P ta/4' 12' Concrete min. 2.85 kel 2-112' 1.3 6• 12• UngtoLted CMU, ASTM C50 2.112' 1-U4- 12' Grouted CMU ASTM C-90 2.1/2' 1.314' 12' 6110' Steel Ullracon Conc ete min. 3.5 ka 1.114' 1.3/4' 12' Grouted CMU ASTM C-90 2.1/2' 1-W4' 12, MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I4W.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'WARE 1.11rTHICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORASAPPROVED 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. REMWED ,, . Idr dw Plorida \0 ply LYNN�- `� No.5870S * ~ sra o0/� '',S;dNALt00: A. LYNN MILLER, P.B. P.E.0 58705 ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90•CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL•LEG FRAME FLANGE FRAME I TARLFA- ASSEMBLY DETAILS R 1111 FOR FIN FRAMES ANGLED/CURVED FRAME ASSEMBLY ANGLEDICURVED FRAME ASSEMBLY PRODUCTRENBWED N eomnivinA alth tiw Florida go, CORNER I.... W... .,•........................ >. FRAME ASSEMBLY 10 a I m s ALLCORNERS TO I A / USE GASKET I / AND/OR SEALANT / I EQUAL•lEG FRAME FLANGEFRAME p to MITERED FRAME WITH INTERIOR L MITERED FRAME WITH INTERIOR t~y 4 arcp C,4 AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS O Vj A W (SHOWN) OR CORNER KEYS AT d (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS I�JI SCREW BOSSES. SEALANT AT ALL CORNERS zLL• jy c CS� uswp Item 8 POT Part 0 Description Material 1 4253C Flanged Frame Alum, 608345 2 4285 Equal4eg Frame Alum. 6083-T5 3 4256 Integral Fin Frame Alum. 6083 T5 4 4255 7116' Lams. Glass Beading Alum. 606345 5 4254 I.G. Glass Beading Alum. 606345 Be 4270 linstallation Fastener Cow Alum.6083T5 6b 4224 Installation Fastener Cover Rigid PVC 10 705890 Gasket (at (I0• comerldnts) Polyethylene 11 TP24716 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71852K Setting Block, Mono. 3/16" x 711W x 4" Neoprene, Ouro. 65 +/-1 21 71704AK Belting Block, I.Q. 311W x 13132' x 4' Neoprene, Duro. 85+/-1 22 DURAK716 7116• DumSeal Spacer 29 1 1#6 x 1.1/4" FH SMS Stainless Steel 30 1 781PQX H8 x l" Quad PH SMS Stainless Steel 11 30 UU_ X,6 7 0 y a fffAAA LZ�uLl co O ((9 W sµa r7 C;0 d Z Z 2.784' 2.784• 2.7e4• ��{{ Z a:Z .�. O ' .094'—�16•�— 1 .094• —� �� .094' —� �— I Q 8 O .074- I 082' .074062" .074' I 062• .�] Z 1.316' 1.375' ® z N IoayS 1.876' ,436• •600• .436' 600• 436' Z 0 N � _ f1 —I— 1.OW600'—•�If•--• A50•'°°°°•—��-- .060'm°ab• —"7�+— .050..omc 0 COrq Z Z O oa OFLANGE FRAME EQUAL -LEG FRAME 1'12�5 077• o r$ a/o #4253C, 6063-T5 O #4285, 6083-T5 N OFIN FRAME W #4250,6063 T5 u m a I apt 'asap sauag L--►U�i�-- fyl —►{IL�3I ``�`�`k\Q��•.p•'N' LEYNNSfyF Ao7 .876' .875• •O50No. 5 .050, .050 8705 •I>•j•_ 3/18' & 1/4" I.G. GLASS INSTALLATION OGLASS BEADING O BEADING 68 FASTENER COVER �4 s a E F3 �� #4258, 8083 T6 #4254, 8063 T5 #4270, 8083 76 S�oNAt.LE�G�. A. LYNN MILLER P.E. P.E.0 68705 PMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY S (PERA) AND CODE ADMINISTRATION DIVISION [CE OF ACCEPTANCE (NOA) PGT 1Industrles 1070 Technology Drive Nokomis, FL 34275 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 20h Street, Room 208 Miami, Florida 33175-2474 T (786) 315 2590, F (786) 3 l 5-2599 Mw.miamidadoxw1uera/ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA— Product 'Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reser�es 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 11SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with] the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami —Dade County Product Control. Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted 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 iproduct, 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. PECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its ibutors and shall be available for inspection at the job site at the request of the Building Official. NOA revises NOA No. 114405.10 and consists of this page 1, evidence pages E-1, E--2 and E-3, as as approval document mentioned above. submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 Expiration Date: March 26, 2016 ` it Approval Date: November 03, 2011 %W, Page 1 A. B. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS . 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. 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, TAS 202 94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL-4957, dated 10/03106, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No,07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4649 and FT1-4723, dated 10/05 and 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) t Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 l PGT Industries I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) j 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile bupact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05 1018.01) C. CALCULATIONS i 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed andsealed by Robert L. Clark, P. E. Complies with ASTM B130044 (Submitted under previous NOA Ne.11-0128.03) D. QUALITY ASSURANCE i 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 Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gesco �, P. E. Product Control Section Supervisor NOA No. II-1013.]4 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 i PGT lindultries F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of confonnance and compliances with the FBC -2007 and FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FT. L.74723, FTL-4947, FTL-4650, FTL---4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/ 10/05, all signed and sealed by Edmiindo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 051018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. I Jaime D. Gasc n, P. E. Product Control Section Supervisor -NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 I ,!L GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6/10" LAMI CONSISTING OF (9) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 6f76" 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 SAFLEWKEEPSAFE -- -- MAXIMUM PVB-INTERLAYER. - - - - - - --- -- -_- -- -- C. 6/10" LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS WITH AN ,090 DUPONT BUTACITE OR SAFLEXiKEEPSAFE MAXIMUM PV13 INTERLAYER. D. 7/16"LAMI CONSISTING OF (2) LITES OF 3f18" 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 31*' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. G.13/10" LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 6/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0 H. 13/1 6"LAMI IG' (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 61W LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE SHEET OF 118" HEAT STRENGTHENED GLASS WITWITH A .OSD DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 1.13/16" LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS GLAZING DETAILS ............ 2 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES J. 13110"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/10" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A ELEVATIONS ..................... 4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PV8 INTERLAYER, VERT. SECTIONS ............. 5 K, 13/16" LAM] IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 311W ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS ............ 6 OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST ....................... 6 L. 13116"LAMI IG: (1) LITE QF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS EXTRUSIONS .................... 7 WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL .............. '- AM.13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF 2 LITES OF 1/8" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR ANCHORAGE .............. (') «. ,. SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13OD-02. B, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13OD-02. 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 0. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL4645, FTL-4646, FTL-4647. FTL-4048, FTL-4049, FTL-4650, FTL4651, FTL-4723, FTL.4957, FTL-4958 AND FTL-6063. ANSI/AF&PANDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCPREWSLD m aonTlyin8 will, the Plotida 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. Ba=-'i Codo Aeea No - 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY / �amDado Prodtwl Comm v.......... p ,li�•'�AG6RSE '•.* ��, �i56Tp5 k 140. Mu PXAdNX vae 1a IDW/11 D 12010FBCUPDATE ' :'%� ' •. sl 1076.TECHROLOGYORNH GENERAL NOTES p� J.R. 001/11 C CHANDEDCAPGL4SSTYPE TOTEMFEREDFROMHS NOKOMIS,FLS1276 P T ' TE8967. ADD NOT TYPE , ALUM. SINGLE HUNG WINDOW, IMPACT '�t,SSIONP�� F 11/i9/Q8 B NO P.OMIe FLb�1274 Visibly Bette► b1oabm """ °°"` ° Y - I A. M*IM1LLl9, P.E. Ir.., .. 8H76o AfTs 1 a 11 4040-20 D FL P.E.# 58706 or 112' NOM. GLASS BITE 9 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 71 090 SOLUTIA OR DUPONT PV8 INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 611V NOM. 6116" LAMINATED GLASS m 1l2' NOM, GLASS BITE ,87,88 or 92 kllu,uu or 70 C 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/18" LAMINATED .-AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS A 13118' NOM. 13116" LAMI IG GLASS W/ 6/16"LAMI PA. BQ%6RB ....O IB,." B{274 A NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE. IN DESIGN PRESSURE. C] EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE m 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PV8 INTERLAYER 3/1 WANNEALED OR HEAT STRENGTHENED GLASS 7/16"LAMINATED AIR SPACE 1/0' TEMPERED GLASS 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI GLAZING DETAILS ALUM. SINGLE HUNG WINDOW IMPACT w,IblyBeaar BHM Fall 2 d 11 �4040.20 PRODUCrRBVISED De comolyi"A with Iho FI"rld" .. 111 I l_ I l I ".'/1 _ ... F �� i v4seR Gt 1061 'w= IA, A. Ll/IGM MILLV9 P.E. FL P.E.# 68705 111 FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT -WIDTH- --GLASS TYPE- -- 83" 88" _-SW _ 7-0" 72" _ 74" TABLE I. 76" 48" A,B,M +80,0 -80.0 +80.0 -80.0 +00.0 •60.0 +00.0 -80.0 +80.0 •80.0 +00.0 -80.0 +60.0 -60.0 60" A,B,M +80.0 .80.0 +80.0 -80.6 +80.0 •00.0 +80.0 -80.0 +80.0 -80.0 +00.0 -60.0 +79.0 -70.0 62" A,B,M +80.0 •80.0 +60.0 -80.0 +80.0 -80.0 +60.0 -80.0 +78.8 -78.8 +77.3 77.3 +76.9 75.9 63118" A,B,M +80,0 -80.0 +60.0 •80.0 +79.8 70.0 +78,2 78.2 +76.9 -76.9 +75.4 -76,4 +14.0 -74.0 UP TO 63118" C,O,E,F,G,H,I,J,K,L +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 30 3l8" 4V 60 618" 63" 72" 74" TABLE 2. 78" 48" AAMA +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +SD.O -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +60.0 •60.0 +80.0 •00.0 +80.0 -80.0 +70.9 -70.9 +70.0 -70.0 +88.8 88 8 +87.8 -67.6 631/0' A,B,M +80.0 -00.0 +80.0 •80,0 +80.0 -80.0 +76.0 -76.0 +88.0 -88.0 +88.7 $8.7 +8g.6 -65.5 UP TO 031/0" C,O,E,F,G,H,I,J,K,L +80.0 430.0 +80.0 •80.0 +00.0 0D.0 +80.0 -80.0 +7p.0 70.0 +70.0 •70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION® TABLE 3, BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. Wl SASH ■ 7W FLANGED AND 76" INTEGRAL FIN) WIDTH GLASS'TYPE 1 17118" 1 2211/18" 1 28 3116 1 33 314" 1 39 6/16" 4413116" 1 60 318" 1 6516118" 53118" 1 +00.0 1 -80.0 1 +80.0 1 -60.0 1 +80.0 1 -60.0 1 +60.0 1 -60.0 1 +70.0 -70.0 1 +70.0 .70.0 1 +70.0 -70.0 1 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 6/10' LAMI - (11WA,.090,11WA) FTL-4647, 4645, 4723, 4957 8. W16M LAMI- (1/8-A,.090,11WHS) FTL-4647, 4646 C. 611W LAMI - 118'HS,.090,118"HS) FTL-4847, 4048 D, 7116" LAMI - 3118"A,.090, 3/18"A FTL-4646, 4885 E. 7l16' LAMI. 3/16"A,.090, 3/1WHS FTL-015 F. 7/16' LAMI - W16"H8„090, 3)16"HS) FTL4N5 0. 13118" LAMI 10.176" T. AIR SPACE, 6116" LAMI. 1/8"A,.090,118 A FTL4646, 4723 H, 1311W LAMI 10 -118" T. AIR SPACE, 511W LAMI - 1!B A .090,118'HS) FTL-4848 I. 13116' LAMI 10 - VB" T. AIR SPACE, 6I18" LAMI - 1/0"HS,.090,11WHS FTLAS45 J. 13116" LAMI IG -118" T, AIR SPACE, 7116" LAM) - (3/18"A,.090, 3118"A 1`71,4649, 4850 K. 13116" LAMI K9 -118" T, AIR SPACE, 7/18" LAM)- (3118"A,.090, 3116"HS) F71,4649, 4650, 4958 L 13/1(' LAMI IG • 1/8" T. AIR SPACE, 7/16" LAMI - (3M8'HS,.090, 3/18"HS) FTL4B49, 4650 M. 13118' LAMI 10.1/B'A, AIR SPACE, 6116" LAMI - (1/8"A,.090, 1/8'A)AX FTL-6083 "0" -- MEETING -RAIL. HT. K. SASH j KT, MEETING RAIL S18H �L W HT. •O• MINUS - - SASH HT. T. MEETING RAIL __I. NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO•TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SlW MINIMUM TO 3W MAXIMUM. vae "Un NOKOAIIS, FL SIT74 shoo I NTS 1 3 • 11 1 4040-20 e PI"rldo Lln1 ,k ,,' • No, 68T05 ja�i% :'0• O Ip Q t=CII� 10NA� A. LYI,1111*ILlE , P.E. FL P.E.# 65706 SEE DLO TABLE SEE DLO TABLE (M r49 6/8" MAX. FIXED DLO (ALL) 0 j x 481/4" MAX. VENT DLO (ALL) DETAIL A 1 /1 w wo i n . ry n- --. 621/8" MAX. I.F. WIDTH D� I.F. D_.J HEI HT S TA 7®MAX. IB FLANGED 1 38 116" HEI HT MAX. T SASH HEI HT TABL B TEi' MAX. SEE DLO HEI HT TABLE � j I 76" MAX. FLANGED HEI HT SEE DLO TABLE X j I SASH HEIGHT B DETAIL D VIEW (CUSTOM SASH) SEE DLO ---- -- - - 76' MAX. - - - - A I.F. O / HEI HT 0" SEE DL TABLE MAX. FLANGED HEI WIT DL - x jNO E4 SE DL TABLE DETAIL B VIEW (STANDARD SASH) E►1 9 176" MAX. I.F. E —j HEI HT O 78" MAX. FLANGED HEI HT SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3• SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON ATHREE OVER TWO FORMAT. NOKOMA R.34276 P.O.Bmim NOMM]d. FL 34274 sM7w Y - - -�- - - - - 76" MAX. - -- -- - - - - C I.F. j HEI HT O ® MAX. FLANGED HEI HT x % / SEE NOT 4 DETAIL C VERTICAL DAYLIGHT OPENING DETAIL I FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3116" B 415/9' 411/4" C 41 1/4" 40 7/8" D 52 5/8" 6211/18" E 62 1/4" 1 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 112" 34 3116" B 27 7/16" 27 1/8" C 27 7116" 27118" D 18 3/8" 15 3/4' E 181' 15 3/4" TABLE 5. 4 a 11 1 4040 20 ie l7atida .\CI k ; 140.65705 lit of �O�'• 1° A. L4WI ILLP.E. FL P.E.1/ 68705 v (LOW SILL) SEE NOTE ABOVE ULTRALIFT 12 ONLY NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8• FROM EACH SIDE OF SASH. INSIDE MAX VENT DAYLIGHT OPENING I I I I NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT _ F I I OUTSIDE MAX. FIXED UTE DAYLIGHT OPENING ,— MAX. WIDTH SECTION A -A INTEGRAL FIN Q F.) FRAME SECTIONS® INSIRE HIGH SI L 2.130 LOW SI�.L HIGH SILL ALOW SILL J o ULTRALIFT 12 ONLY ALTERNATE HIGH SILL 107ECHNOLOGY DRNE SECTIOI NOKOMIS. R..74275 VCT PmBQx,rsm ALUM.B NotcoML�,FL94274 Vrsrb6s�ar intro I flair 1 8 a 11 1 4040.20 HEAD &.F. FRAME• I OUTSIDE SECTION C-C RADIUS TOP DETAIL - FLANGED V LYNN�y .pENSE� �c No.58705 * �' �— .o'•, a�•„'lo t'I : cur �� '• , gtA'tE FL P.E.# 58705 ITEM I DWQ# I . DESCRIPTION POT# 1 4002A FLANOEFRAMEHEAD 612226 2 1155 #6 X 1.000 QUAD PN. SMS 781 POA 3 4003C FLANGE FRAME SILL OW SILL)' 612220 -8--1026- ADHESIVE 0 ENCELLFOAMPAD 7PAD1828 6 40N FLANGE FRAME JAMB 612227 7 4025 99H STOP 612244 8 1 4025 SASH STOP (EGRESS)1.126 LONG 612244 9 1 4028 ISPIRAL BALANCE, 318", 6f8", OR 11n8" 10 1080 BALANCE COVER, 3/8"OR5/8' OBALCVRO16 11 #8 X. 50 PH. PN. Silm 7634M 12 BALANCE 13OrrQMlBRACKET 78ALTBKT 13 1085/1066 SASH TOP 301D 42604 15 #8 X 1 PHI -LIPS FLAT HEAD S. STL 78XI FPAX 16 1080.1 BALANCE DOVER, 11/16" OBALCVR670 17 4063 SASH STO Mvtk 64053 18 4029.1 SASH BRACKET 7 LBRKT 19 08-32 X 1/2" LG, PH. FH. TYPE F S. STL 789 X12FPFX 21 4054C POED MEETING PAL 64054C 23 40060 SASH TOP RAIL 64016 26 1235 VIIS'TP.,.1 0 TITO 8 K, PM SEAL 87816G 2 1096 SWEEP LATCH 71006 27 1016 08 X.8 6 PH. PL. SMS 7808 28 4007 SASH BOTTOM RAIL (OW BILL) 612 30 30 1228 WSTP., AL e V NYL 8 249 31 400 SASH 1 ERAIL 34• 1288 SASH ACE GUIDE 38 1622 LMM SETTING BLOCK3/32" X25/84" X 1° .36 1062 LAM IG SETTING BLOCK 1"X3/4"X 1116" VtP247 Eff38 37 1224 VINYL LAZ BEAD BULB (THICK) 1226 VINYL OLAZ BEAD BULB (THIN) 41 4039 GLAZING B 6118 LAN. GLASS. 42 40448 OWING BEAD, 6116 LAMI WIG —RILL KIT 644703 44 4222A OLArNOOEAD.Ine"LAm 04222 45 985C GLAZING BEAD, 7/IV LAM W/GRILL KIT 6985 46 4087 GLAZING SM. 13/16' LAM I.O. 04087 47 4071A FRAME,.. HMO 64071 48 4072A FRAME, I.F. LOW SILL 84072 49 4073A FRAME, LF. HIGH SILL 04073 60 4074B FRAME, LF. JAMS 64074 62 4009 SILL LATCH (EGRESS) (LOW SILL) 704009 63 1086 SPRING, SILL LATCH (EGRESS) 78PRNG 54 2740 SILL LATCH R HIGH SLL 62740 55 1014 SCREEN FRAME (HOR. & VER.) 81014 58 1630 SCREEN CORNER KEY W/RINGS 71830 67 1631 SCREEN CORNER KEYW/OUT RINGS 71631 58 1 1073 186REEN SP ING 7CASP -69-F 1624 ISCREEN SPLINE-.135 DIA FOAM 01624K IMON9. F'L 3427e P.O.BQ%1628 Nd(OMI812%214 ITEM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE-.135 DIA HARD 61636K 81 SCREEN CLOTH 61816 63 605 GLAZING .CHANNEL (.088X.600) 6533402 -64- 1181-#8X1:000PH.-BUGLETEK 700X1 67 GLAZINGT E,.1/18X1-7118LAM 62 S10 88 4051A SASH BOTTOM RAIL SILL - 84081 89 4050A FLANGE FRAME 8ILL HIGH HILL) 84060 70 81LI ONE, POW 690, 995 OR EQUIV. 80 AG 5116" LAMA, ON A:090 PW.118" 81 . GLASS, 6n1/8"A.090 PVB,118"HS 8" LMM, 82 C, GLASS, 6118" LAM, 1/8"HS„090 PV%1/8"H 83 D. GLASS, ?AW LAM, 118"A.090 PVB,IIV 84 E. GLASS, 711 , (1/8"A.090 PVB 118"HS 86 F. GLASS, 7/18" LAMI, 1/8'-H '.090 PV811/817,18) 66 O. MMS,13/18" LAM IG;1 'r AIR SPACE, 6n8" LAM, (1 f&'A.080 PVB,118"A) 87 H. GLASS, 13/16" LAM IG;1/8" T, AI ACE, Sl1 " LAM, (1l8 A.090 PVB,1 "HS 88 I.OLA38,13/18"LAM 1G;1l8 T, AIR SPACE, 5118" LAM,H8D PV8,18HS) I A.09DPVB,3/16A) e69 J.. 13fn8" 80 K1318G;1/8"T AIR SPACE, 7116" LAMI, (311 VA.090 PVS.3116"HS) 91 L. GLASS. 13n 6" LAM 10;118'T, AIR SP .. E. 711 @"LAM, (3/18"H3,.090 PVB,3n8"HS) 82 13l ;1 " 16" /8" .D ,1 .7 1. .06 47 FRAME, I.F. HEAD ® #4071A 600;M ® 4S FRAME, I.F. LOW SILL #4072A.606346 FRAME. I.F. JAMB ® 49 FRAME, I.F. HIGH SILL A ' #4074B, 6063-TB i14073A 6063-T6 (USED AS RADIUS TOP HEAD) SHM I NTS 1 6 d 11 1 4040-20 MICCF OSE slab A. I� Rl ` 2 ��'�SSIONP A LYIVN MNLEi4; P.E. PL P.E.# 68705 IFRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME n I I� - --2784- II - 2.83-0 2.330 )4!" 082 O FLANGE F:�:7 02A, 606063-T6H�D 1 749 O FLANGE FRAME SILL (LOW) 04003C, 6063•76 12.710 .1 r-1.513—�.738 .062 0.490 040 .082 {�-1.451-� T SASH STOP SASH STOP COVER O FLANGE FRAME JAMB O #4025, 6083-T6 17 #4053, 6063-T5 #4004, 8063-T6 (USED AS RADIUS TOP HEAD) -1 1342 1+ 11 .082 �5 21. FIXED MEETING RAIL #4054A,6063HD•TB 2.328—� 199 1.707 .082 .062 I jell WELD NALONG 6 Or 50 er aeu, SEALANT OR GASKET BUJ BOSS (2) AT HEAD AND SILL I VIEW D-D VIEW E-E (1l1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION ,050 1 .878 1.095—�t--�{� GLAZING BEAD, 5/16" 04039B,6063-T6 23 SASH TOP RAIL 9SASH BOTTOM RAIL (LOW) #4006C,6063HS-T8 #4007,6063-T6 050 I 678 1.096 4455 T O GLAZING BEAD 7/16" #4222,6063-T5 H 2.784-- 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T8 THIS SHEET 31 SASH SIDE RAIL #4008. e083-T6 .062 68 SASH BOTTOM RAIL (HIGH) #4051A,6083-T5 P.o.egx+cte I .050� 1.116—i • ►i'T 45 GLAZING BEAD, 7/16" #985C,6063-TS (USED W/ GRILL KIT) 050.978 - 1.098--�--�I 42 GLAZING BEA , 5/16" #4044B,6063-TS (USED W/ GRILL KIT) .683 .060 1 - 1 1.097 46 GLAZING BEAD, 13/1i #4067, 6063•T6 (LUM. SINGLE HUNG WINDOW IMPAG s oo Hal( 1 7 d 11 ' 4040-20 RFVIS5D ♦�� +xxA�`INNN '* No, 58705 icRi�--t fY Of 0. ,�SSIAL� A. LYll ON/MILLVk P.E. FL P.E.# 511706 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 1 34.603 40.603 1 46.603 52.603 1 58.603 64.603 76.000 ANCHOR -TYPE: p o —o o -U —o __ o __U —� -_ o —p --U --a —cU U —p —U —cU —p --o --o —p - -U —o Zc+10ctZ Z`"IONz ZMONtZnoNZ.-Z �_ONpZo WINDOW GLASS oZo`oONz.-zcnONZ.-ZcnONZ U V� U U,� U�U� U�UN� UTUN U UN U U WIDTH TYPE U�UN C,D,E,F,G 1 1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _7 H,1,J,K,L 12111 11 211 12221 222222222222222222222222222232233 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 121111121112221222222222222222222222222222232233 _1 _1_ _1 _1_ C,D,E,F,G, _1 1 _1 _1 _1_ 1 1 1 1 1 _1 H'4J,K.L 1211112 1 21 21 2221 222222.222222222232222232223332233 24.ODD 1 1 1 1 1 1 A,B,M 1 2 1 1 1 2 _1_ 1 2 1 2 1 2 2 2 1 2 _1 2 2 2 2 2 2 2 2 _1__1 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 _1 2 3 3 3 2 2 _1_ 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1_ 2 1_ 1 2 _1 1 H,I,J,K,L 1 212222 31 222231 _1 22323222323 _1 222 33322333432 _2 3334 334E 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 1 A,B,M 121222231222231223232223232223332233343233343344 C,D,E,F,G, 1 1 1 1 2 1 1 2 1 2 2 2 2 1 2 2 1 2 2 1_ 2 H,I,J,K,L 221222231 _1 _1 2232322232322232 32323342 _1 3 3334333435 3344 37.00D 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AB,M 212 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 33 4 2 3 3 3 3 4 313 314 3 L5 3 3 4 4 PSF 79 C,1D F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2212222 322232322232323 332423333423343533 34 —53344 - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A.B.M 2212222322232322232323232423 33342334353334453344 PSF 79 - C,D,E,F,G, 2 2 2 2 2 2 2 2 2 _2 2_ 2 2 2 2 2 2 _2 2 2 2 2 2 _2 44.000 H,I,J,K,L 22222223222323 223324233334233334233435333445 3445 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 2 2 2 2 2 2 2 3 2 2 2 3 2 3 _2 2 2 3 3 2 4 _2 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 PSF 79 79 C,D,E,F,fl, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 _3 2 2 48.000 H,I,J,K,L 22.222223 222334233334 342334 3 533343 53345483455 2 2 2 2 2 2 2 2 2 2 J33 3 2 22 A,B,M 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 313 4 5 4 6 3 455 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 22222223222334342334343334353344463445483456 _2_W33 2 2 2 2 2 2 2 2 2 2 3 2 2 3_ 2 2 3 2 2 3 2 3_ A B,M 2222'52233434233434333.4353344463345483445 1070 TECHNOLOGY DRIVE N I NOKONS, FL SWO Tk erRESTRIOMOBrsrzs P.D.egxIM9 �— '4 NOKO 019 FL 30274 Wjibly Better 81V700 NTS 1 8 ell ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-11N' ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX ® 3-#12SCREWS - 2.-ANCHOR LOCATIONS -ARE -BASED ON THE - — FOLLOWIING DIMENSIONS. HEAD-18112" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUAN U"= OF ANCHORS SHOWN IN BOLD. OTHERWISE, 71 MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 RODUCTREVISOD wmplying with alm Florida HEAD 2 JAMB ABOVE 2 3 m'Iding Code mpttlwteelj o i O MTG. RAIL JAMB BELOW MTG RAIL I odePmductContro (FULL DP) 1 u l I t I r HEAD 2 .�j A"(NN M114F��, JAMB ABOVE 2 3 Ito; oENst � MTG. RAIL �', 58705 .. JAMB BELOW MTG. RAIL = * ND =-�y t� W IIa z .p . ; • YINDOWS y�p�(E0 IW, IMPACT �tcSSfONP\ 0\ A. LY�%t�1MILL�13, P.E. ,ann xe 4040 20 D FL P.E.# 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE 29.655 37.155 44.655 52.155 59.655 67.155 74.655� 76.000 o NO zc, 0z_zvioN_Z—ZmOZ2co NO NO OO o U C.) ZOZZcoONZZLONZ- o U O Oc U OQ U 13 cj C.)o0z O UZ O ANCHOR PE. WINOWGLASS � O O cy O Uo O UU U WIDTH TYPE oU UU C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 119.125 1 11 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2A,B,M ill Li2 1 11 1 1 1 1 1 1 1 1 2 2 _______1 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 22 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.ODD HJAK,L 11 11 1 12-2 1222222222222222 2 2232322232322232322232 1 1 1 A,B,M 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 32223232212312. PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 11 11 11222222232222332233333332233433243433243 _1 _1 1 1 7 1 1 1 1 1 1 1 1 fi 1 1 1 1 1 1 A B,M 1 1 1 7 1 2 2 2 2 2 2 2 3 2 2 2 2 _2 3 3 2 2 3 3 3 3 3 3 3 2 2 3 3 4 3 3 2 _1_1 4 3 4 3 3 2 _11 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37,000 H,I,J,K,L H1 1=1 I I22222223222333223333 334 3333233433243443243 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A B,M 1 1 1 1 1 1 2 2 212 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 78 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,IJ,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 2 2 2 2 2 2 2 2 2 2 L23 2 2 2 2 21 A,B,M 1 1 1 7 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 473 3 3 4 3 _2 3 3 3 3 4 3 4 4 3 3 4 3 474 3 3 5 3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 44.000 H,I,J,K,L 1111 112222223384233344 3343443343443343443354 2 2 2 2 2 2 2 J22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 1 11 1 7 7 2 2 2 2 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 _2 4 4 3 3 5 4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 11111122222233223334333344 3344443344444364444354 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M 1 1 1111111 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 8 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 _3 2 _3 3 _2 63.12a5 H,1,J,K,L 11 11 11 2 22222 33 333344334444334444 3344554 354554354 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 _3 A,B,M 1 1 IT 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 5 4 4 3 5 4 NOxO lFl*l ' vA.ex+ax� —ALUM. SINGLE HUNG WI NOxO kFL34274 Viaibb Bauer c""� ' 8ti7oo N75 9 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 -#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® 5. DESIGN PRESSURE LIMITATIONS., SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INOICA' MAXIMUM DESIGN PRESSURE WITH THE QUAN OF ANCHORS SHOWN IN BOLD. OTHERWISE, TI` _ MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: HEAD 3 xoUuc:r ccnv,no.+ a complying wide ilia Florida JAMBABOVE 3 3 uildingCode MTG. RAIL a U C0 No1 "1 O I F _ JAMB BELOW MTG. RAIL lanit ado product COmro MAU a JAMB ABOVE 2 2 N" •l vivel.mg j�R•�. �- - MTG. RAIL pro; 8g70 JAMB BELOW MTG. RAIL , Q o o R r w ',��p sFLOR0' x,.... ' FSSIONP� ""%'pw ` A. LVNM MILuk P.E. DARD VIEW N IMPACT Ate- 4040 20 FL P.E.# 68705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.126 22668 1 28.211 1 33.754 1 39.296 44.839 50.382 1 55.925 ANCHORTYPE: �10 o U U V o �$ O U ca U o U U U U o U U O U o O 0 c� U o ?� co.) tJ Oc�i U o zo NO�O U U U WINDOW WIDTH GLASSZNONO�pnmIONO'-OofONO�OoiON-O''-Ot�fONOrOtYONO TYPEU 19.126 D,E,`,J, 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, 1 1 1 1 1 2 1 2 1 2 1 2 1 2� 1 2� 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D'E•F,J, K,L 1 _.—_._. 1 1' 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 �..__ 3 1 3 1 — 3 1 ------ 3 1 2 1 3 1 ....4 1 -3 1 -- 4 1 4 1 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, KL 1 _.1 1 _,_...1... 1 2 2--2 1 2 2 2 -3 1 -3 2 3- 2 3-3 1 2 -4- 2 1 2 2 1 2 2 4 1 _.4 2 5 2 -5--.4....b._ 1 2 PSF 79 79 78 1 79 40.000 D,E,FA K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 6 2 4 -2 8 PSF 79 76 78 77 79 79 1 79 44.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2_ 2 2 2 2 K,L 1 1 1, 2 2 2 3 -3 3 4 4 4 4- 3 5 4 3 6 5 4 5- 5 4 1. 5 PSF 78 78 1 70 78 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 6 5 4 6 5 4 8 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 b3.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 -5 3 2 3_ 3_ 2_ 3 3 2 3 ' K.L 7 1 1 2 2 2 3 3 3 4 4 4 'b 4 6~ 5 6 B 5 7 6 5. 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 16.778 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE, 0 itpNs�$aQ`V$"$�.tQN8�$ofpNs�8cQ�N8��`��N$' 5 o y o c� 00 SS c3 c3 8 6 o 5 a o 5 0 0 '$01ON�'�`� 0 �s c3 cj c? N��S o WINDOW WIDTH 19.125 1 11 1 2 1 1 2 1 2 1 1 2 2 1 2 2 2 1 2 1 2 2 2 2 2 2 2 1 2 1 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 1 2 2 32.000 2 1 2 2 2 2 3 2 2 3j 2 3 3 2 3 3 2 1 3 4 2 3 4 1 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 44.000 68 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 6 3 4 5 3 4 63 72 78 48 000 2 2 1 2 2 2 2 3 2 3 4 3 3 .4 1 3 1 4 1 4 3 4 5 3 4 5 3 4 53.126 73 58 66 72 2 2 2 2 2 2 3 3 3 4 3 4 4 1 3 1 4 1 5 3 4 5 3 5 5 3 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1W ELCO SS4 CRETE-FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: --- — - HEAD-181/2" MAX. FROM CORNERS JAMBS-17112" MAX. FROM TOP CORNERS 11 112" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 16" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2, USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 6/8" MIN. TO 38" MAX. ,¢¢ TABLE WIDTH AND HEIGHT DIMENSION ARE FOR eL� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHC "-- SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESI; PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE ® TABLE 7. KEY: MAX PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG, RAIL OnOINOr"I'mill _ ALUM. SINGLE HUNG WI P.O."FRVLbym1.'Ms7m NT3 rc10 -if (FULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAIL ® TABLE 8. KEY: adoYca u� Coan MAX PSF (DP LIMITED) 112 JAMB BEI OWfj 2 1��III11 MTG. RAIL `%.��O�V LYNN No,68705 •�F O "FIORXOP c9 �FSS/ONA\- A. LYNOILL0 P.E. FL P.E.# 50705 (FULL DP) JAMB BELOW 2 MTG. RAIL IMPACT 4040.20 11/4" 1/MAX. SHIM I I . _ 1 ;: 4" * ' ' EXTERIOR INTERIOR �% NOTES: ALL HEAD AND SILL DETAILS) 1.'FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4". 3.35 KSI MIN. CONCRETE, t'(SEE NOTE 1 & 3) ® 2x WOOD BUCK r-WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR - -*MAX.J 131VMIN.,1/4"TAPCON•1'314" MIN.,114" CRETE-FLEX OPTIONAL ixWOOD BUCK(SEE NOTE 4) 14" SHIM 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. - — - -- - - - 4.-WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS -PAGE -AS -ix ARE BUCKS WHOSE - - TOTAL THICKNESS IS LESS THAN 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" DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 3!8" MIN. 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 1 318" MIN. ® EW EM NT TH THICK OR GREATER,' INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS 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 MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET SHIM L LL LU N IF E R TERIA ARE META SCR WITH FU ENOAG E INTO E A MI UM. TH SEC I MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONw ,, WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURL' EDITION, SECTION 200&SA (SUPPLEMENT 2005 WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) 3.35 KSI MIN. CONCRETE 1.5 KSI MIN. CMU ,j 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE lie MAX. SHIM 131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5.O.C. DETAIL F, (HEAD) FRAME 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR FRAME .131"DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. 1/4" _MAX. SHIM L,x2I/Z' NAIL, N I(�i�llll llilllolll)I x 2 U2" NAIL, AT CORNERS AND W O.C. DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE I TECHNOL00YORNE ANCHORAGE DETAILS NOKOMIS,FL34276 1A1 PABQr2�— A"LUM. SINGLE HUNG WI NOKIRLaO sH7oa NTS 11 all FRAME -,YNN �,l`T�•;GEN3g ' .'P /ice k : No.68705 4 p STA P _: 0it�� •., FLOR\O,,�a�� IMPACT �";, SSIONA- eu, A. LYNNMILLdk, P.E. 404020 D FL P.E.# 68705 IAMPUAUC WnAAH DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION TARTMENT OIL REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 IARD AND CODE ADMINISTRATION DIVISION T (786) 3 IS 2590 F (786) 315--2599 OTICE OF ACCEPTANCE (NOA) yEL"v miam1dade.eov/economy zT Industries, Inc. -70 Technology Drive frtli Venice, Fl. 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. ' The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). 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 tli a 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 I I ay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RIreserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sIheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision Section 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, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted 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 e 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 pf the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. j NOA No. 1.4--1105 01 NiIAMI•DADE COUNTY fs sr� Expiration Date: May 26, 2016 ..- i Approval Date: February 12, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted udder previous NOA No.10-0819.05) 2.- Drawing No. 6300JX titled "Impact —Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5«` Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P. E. D: QUALIT'Y ASSURANCE 1. Miami —Dade Department of Regulatory. and Economic Resources (RER). E! MATERIAL CERTIFICATIONS 1. None. F, STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 1 5"' Edition (2014), dated 11/03/14, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Proposal issued by Product Control to PGT industries, Inc., dated 08/06114, signed by Jaime D. Gascon, P. E., Product Control Section Supervisor. -'Jaime D. Gasco �,�E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: 1VIay 26, 2016 Approval Date: February 12, 2015 B-1 PUT Industries, Inc. i I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTMMD) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No.11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to POT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922. 01) G. OTHERS 1. Notice of Acceptance No. 134815.05, issued to PGT Industries, Inc. for their "PGT Sei4es Aluminum Clipped Mullion - L.M.I.", approved on 11/31/13 and expiring on 05/26/16. G . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26, 2016 Approval Date: February 12, 2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: 4 NON -IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ® MISSILE -IMPACT -RESISTANT PRODUCTS— 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, GENERAL NOTES..._..._..__.._., y -MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. - INSTRUCTIONS.--..-...-...-.-.... y $ ELEVATIONS ......... ._................. .. 1 FIGURE 1: MULLT02X WOOD„...............„.„ 2 p MULTIPLE CPENWG WIDTH FORVERTICALMULL ARCHESTOBE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULLT01X&MASONRY_........ 2 SX MULLIONS / INSCRIBEOINSIDE HAVE BEEN TESTED AS 'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL INSTALLATION NOTES„.....-„_..„. 2 � SEEDETALS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4• FROM THE CLIP. MULL TO MASONRY_...._......_,... 3 A DT.2 RAPE MULLTO STEEL 8TUD„__.__....3 N SHEET823 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL ............. ..... 3 m DESIGN PRESSURE, MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED ANCHOR3 `- /i// IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.._.___„...4 ZO \\ \ BAY MULL INSTALLATION._-.....4 1 X 2 X26 MULL SPECS \ \ 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.16 MULL SPECS»_,».__8 _ INSTRUCTIONS. 1 X 2.75 X .376 MULL SPECS ._..-..7 1 (0 1 X 2.76 X.65 MULL SPECS..__ B � Z � SEEDETAILS / I I I I / TI 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS„__.9 m O o AT s G; __ I I _ _ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER 1 X 4 X.125 MULL SPECS..........10 = co _ 1 ATHRU O; 1X4X.376,UBE MULL 9PED8..„11co I --- ONLY TWO ADJACENT UNITS AT TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN F" Q - - -- SHEETS2a 1 X 4 X.376 T MULL SPECS..._... 11 III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. � 126X 3.18EX00MULLLSPEC5...12 \ OPENING 1.26 X 3.26 X.100 MULL SPECS_...13 VERT. \ULL\\\\— HEIGHT 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S� 1.26 X 3.26 X.624 MULL SPEC9_._14 Z LQ! TH HORIZONTAL 1.26 X 3.94 X.624 MULL SPECS.-16 � Z' MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST 2 X 4 X 26 MULL SPECS.--.--- 19 N SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 8 X .25 MULL SPECS......_....... 77 SHEETS 1.28 X 2.11 X .125 MULL SPECS.._ 1B �- ASAPPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30'XMDAY MULL SPECS ........ 10 ~ Q REACTIONS. 46•X3.25BAYMULLSPECS_.__.. 20 ZZQ MULLION I4 CLIP DIMENSIONS...... 21.23 I--� Z •Z � O FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION; EXAMPLES 182..._........__..._.24 co)-Qi PRODUCTSMAY ADM -ALUMINUM DESIGN MANUAL LOADINGEXAMPLES..„».-»»._..26 W a BE OF AW TYPE, lG MMUST BE ANUFACTURED 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z N N _ ev Par. CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH () 0 Q O r PGT•APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. a . Z 0lp� /SEE DETAL8 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ. 80: A•D,G,H; HORIZONTAL MULL SHEETS 23 11 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: Hl- 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR'TRIANGULAR/TRAPEZOIDAL'. PRODUCPREVMI3D t1T e49g11ft with 81a Plarldi H1air—O tnNGwroiH—� I—HORIL MULL LENGTH --I 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBSIM) FROM TABLES IA THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING BuOd(n80oda THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE A-Mtmv.Nl � " LHMULLION OS.•U F// s LL ON CAPACITY (LBSIFT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LSS/FT') FOR THE OPENING OBTAINED IN O, lZOiiO f OPEMNG "FIOR 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBSI. THIS VALUE ade Pro Det Conw1 HEIGHT N LENGLL TH Jf MHO LI` d VLL REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 11 l 11 111! I - MU LENGTH 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE L �JJJI ANCHORISUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?• ' 1ICENS •.�1�. CAPACITY IS MET. >�" : '• PENWGWIDTH N0.58705 7i SINGLE MULLION SINGLE MULLION FORoVERniMULL 7) IF THE MULLION CAPACITY(LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE _ 7. I 0 ENINGWID. OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED, WITH THIS ='D MFOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE » 70 '• �rcf. '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ��., TER�'S FROM FIGURE 1 ABOVE. 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH. THE FINAL MULLION CAPACITY (LBS/F7') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION 'i S • CRIDA• PRODUCT ASSEMBLY. �i�s�01VAL 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A. LYNN IUIILILELI�i, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SIDE VIEW FRONT 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. 8) FOR MASONRY APPLICATIONS W MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. - DETAIL B: 11111111014 MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 4 o ° a OOE ANCE FOR HORS e TYP. ANCHOR PERSUBSTRATE, SEE TABLES 10-16B SUCKSTRIP AND ATTACHMENT . , • BYOTHERS. EMBEONE_ NV - .. • SEE NOTE 1. SHEET I. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW MASON RUCKSTRIP TYP.ANCHOR µ0 �PERSUSSTRATE, ATTACHMENT SEE SEE TABLES IS-16B BY OTHERS. SEE NOTE 1, SHEET 1. . MIN 2.7 KSI '• EDGE CONCRETE OR CMU DISTANCE• I 1 �SEESEETASIES 1 1 EDGE DISTANCE 1B-168 1 A FORMASONRY o ANCHORS SIDE VIEW I e e ERHERTHE STANDARD G OFFSET MULL CLIP MAYBE u ° �' ° INSTALLED BY THISAIETHOD. 4 ° e °G No.56705 TF 0, s4 A1Y�ir'NI'Y'I4 R`� E. FL P.E.N 58705 No.56705 TF 0, s4 A1Y�ir'NI'Y'I4 R`� E. FL P.E.N 58705 — DETAIL-C: - — - - MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE MIaLION (STANDARD CLIP SHOWN) 1 I I TYP. ANCHOR EITHER THE I PER SUBSTRATE, STANDARD OR I SEE TABLES IB-138 OFFSETMULL I 1 1 CLIP MAYBE 1 I EDGE DISTANCE INSTALLED BY 11 NRV THIS METHOD. I 1 1 u ANCHORS '11 e u EXTERIOR °o d s EDGEOISTANCE ° FOR MASONRY ° ANCHORS a TYRANCHOR .d d /BEET 8135 . • SEENOTTEI, SHEE1. I ---I MIN 2.7 KSI CONCRETE OR CMU MN 2.7 KSI CONCRETE OR CMU FRONT VIEW 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, SHEETS. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED ELCO ULTRACON OR ELCO IM S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E: MULLION TO MULLION —I 126•AIN INTERSECTION NOTES: (U-CLIP) 1) MAY BE INSTALLED IN 'TEE' OR 'CROSS! INTERSECTIONS, v Ies , 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. L � 3) SEE U-CLIP DRAWINGS, SHEETS 21.23 TOP VIEW FOR CORRESPONDING MULLION. MULLION VARIES-t•---i pit STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS zz MULLION THEOFTM-1—P49 VANDO IENDED FOR FIN -FRAMED INTERSECTION ALSO BE USE T MAY V•CLIP ALSO BE USED FOR EXTERIOR OTHER F1W.¢TYPES. SEE SHEETS 21.7.E FOR HOLE LOCATIONS kTel 843E FRONT VIEW EDGE DISTANCE SEE TABLES 18.13E SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) ,—STRUCTURE TYP.ANCHOR A \ PER SUBSTRATE, SEE TABLES 1 6 -138 P` SEE SHEETS 21.23 FOR HOLE LOCATIONS MULLION I FOR STEBL STUDSTHINNER THAN FRONT VIEW 18 GA AND COMPLIANT WITH THE FL BUILDING CODE,ADCW000 BACKER MUST USED, ATTACHMENT BY OTHERS, EXTERIOR USEWOODANCHORSPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS G2% FOR QUANTITY OF SCREWS. S�! EDIO TABL 0NY• LYNry SEE TABLEB `;� ,. 6fCEps • �( �.: ,( No. 58705 SIDE VIEW T� �''%r�pNAL 6NG��• A. LVNN dN11Lfl�}i, P.E. FL P.E.# 68705 ----—.—DETAILF: ___ - ------DETAIL G:_ FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP (F-CLIP) (ANGLE CLIP) SEE DETAILSA•E, SHEETS 2 AND 3 FOR INSTALLATION 7O SPECIFIC SUBSTRATES. SIDE VIEW SHOWNWITH 1•X4•X.12Y MULLION 0 0 0 0 TOP VIEW DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) _ o-! "�•"""'� - '� I I SEETABLESISBOR16B Z Z +gy I ANCHO STANDARD MULLION CLIP i - r RSUBSIRATE, I 1 i EXTERIOR 1 7 MODIFIEDTO FIT FIELD j SEE TABLES 1B-14B m ,, T'! Z CONDITIONS. X S• ANGLE CLIP, Z Q �. 1 I I I I I 2 PER MULLION ENO, MUST BE Q Z N I I 1 I I INSTALLED INSIDE OF BAY MULL F., a0 C MULLION 1 I I t I m I y r3I' .� I 1 II I I I O IcyY Q 2'XCX.125' F y N V ANGLECLIP, Z 3 1 1 I 2 PER MULLION END, U Q a MUST BE INSTALLED d N Cr.0 INSIDE OF MULL go CC I I TYP. ANCHOR PER SUBSTRATE. SEE TABLES 16.148 ./� INTO WDOO. L� STEEL. ALUM INTOWOOD,STEEL. STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTO WR ALUM, CMUOR MASONRY MODIFIED INFIELD. EXTERIOR PRODUCrIMVISED OU mpiy� phLhrPkTidB w 1 ®0 I �® INTOWDOD,STEEL, I - r ALUM, CMU OR MASONRY J. EDGE HO DISTANCE ;fww1wutgProduct Comw PER ANCHOR A1L111 rllrrT EDGE DISTANCE E NOTES FOR INSTALLATION OPTION G & H: PERANCHOR O \��.•-'L,LGENSF''. �tC,P NOTES FOR INSTALLATION OPTIONS F• 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. h.. No. 58705 i) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.1P X.12b' MULLION. 2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE ,n LOCATIONS. 2) SEE TABLES 1B43B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 169 OR 160 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�Q •'•, SATE S TION. LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICA%��s' •.F<ORlOA.• G��` s�ONAL L� A. LYNII ER, P.E. FL P.E.B 58705 TABLE 1A acity Table Ibef e --- OpontngWidlit(lor%mert! lysparritgmulnan9)orOpening Height (four hodmttePi-sparnlrgmWtions) - -- 501n e01n - Min - a01n 901n 10013 _ 1201n_ _ min IeOM RMIM0.1er TIM Meng. Roelan9War TreplafanD. RmlanfPtar Troplalarg. RedonDWar TropliManD• Raton if TroprtMMg. Recten0olaf Trap ang. RKImMIM Tropmarg. ReeUnDUar TropmonO• Rsela mom Tropfiien9. 1X2X.126 Loadbg LwdbD LwdnD loadrg Loa Landn➢ Loadbg LoadnD IN nip Loadrg Loading LoadnD Loadn(1 Iaadn➢ Lacing Loadna Loading LoodD9 AIUm. Tube & _ _ & &Ill vlm� Mulliond�d�� 1111i I AULC I AnahorCa Itv TableAbs) eubalrola 2.7k r4midle 3,5k cono. Rogow CMU ROM CMU PTWWd Metal dl(i Elco 8 Et V4. 6a Eta fIUllmanCc li/15'FJeo E ifl'89 EIca InO ebel It" Sted D1291ee1 8(e15) N126ted S(OS) AnchorC6pPattems np°' L18 EkoUBncon 1!1•EkoUlbaean qan 3/18'[boUNaan 114 EbaVBrecan ADDS Af' 88 r 812 612 Edoe Whnee Oat 1' 2.117 1' 2-IreV re 1• 2.10 T 34fe' 2' 0.49' 0.54' 0.324• EMbledhl"0n 14r4' I 4' t3l4• W4-14• 1.1A• 1.1I4' 1414- 1-VP 2' 1JI8' 13f8' wiles OOed qip IFb, tr 2Anallen Q 4.7W Min. O.Q I Sloa td a2,21 3 bs 3901bs 4501bs 02 WIN 3511bs 7401ba 374Its W410e m we 4421bs 6801Ds 4 Amh0M Q 1.15' MN. 0.Q f6tondard (orOaaeq qip (RD. 2); 480IDs 700 ms WA WA1ba VJ�A WA WA WA WA WA W2Im 882IDa B851Da 1120 fb14Anchonq 3'MIn.O.C.!(2)2a5 An9b qtW lffg.3k 780 Ws 78DIDa MM 15601IrsIbs WA 700Ibe 7481b BUM IMAM 6821os W51De2AnclronQ OAVMIn.O.C./U4;IIp.F .126•Atum. (Fg, 4k WA WA WA WAA WA WA WA WA WA185@s 225 en 4451bse. 177Poa 3701ta 197Wo 3321►s 4731W 1701Da 22t1(n2 Z60 Anchors ®1.IV MUL O.CJ FZ r0, ek 2401s 3mm ft WA WA ma WA WA WA WA WA 3411bs 44' li80104 Nutt: rum immvrracr l.lrr, Vac ,nc an,r,c w�vnvn ram, FIGURE 1: FIGURE 2: • • 101 FIGURE 3: to ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURED: 1� 1111 0 1 lill * 91 TABLE NOTES: WCHOR CAPACITY AUJUt$TMEN L I'UK1dULA: (DP—) X ( ANCHOR CAP.,,a,,,,,� o ANCHOR CAP,,,, MULLION CAR„�,,,�, USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE ox 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Bulldlryj Ak _ �O A4rcprmmco N0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i.00V r- Ate 2) LOWER INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - �o 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21.23. Miami ade Pro ticl Control HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 2.000 [I 125' 1111 it I I I I!! 4) SUBSTRATES; CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED OF.125' - YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T6 AND BEAMINIMUM No. 58705 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1110 & fi12 ANCHORS INTO WOOD MAY BE STEEL. IS-8 S.S. OR 410 S.S. 1' X 2• X.125' MULLION = = .O C{ 41 Ei��$ ;ONAL V A. LY"A' IILL9R, P.E. FL P.E.# 58705 TABLE 2A -- - - -- Mullion Ca ac Tabto Ibslft' Opening width (for varlicatty-spenif mldlons)orOpeningHaight (for horizordott spalrilxjmUlions) - - Wln - 60 in 70in - BO In 901n _ ICON 1201n 1401n 1W In Rodsnauler Trapnlarg. ReatalguIw Trap8lan0, RmtwWler Tnp7i arg. f0damuler TmprrOmg. Rectangular Tnprildane. R TnpRdero. Rmteroviar TnpRdero. RecnngWar Two*no . - R owing r TrLoangO LOadro LmIlro Lwdro LwdnO LOadDg lwdro 1x2x.375 L00ding LwAn0 Lwdng LoWkg Lnadro Leadlro Laae* Lwdro Lw'naar Loading Loadng Lwdng Lwdtrg Alum Tube mull Ion ' II I I 421n 170.0 6N 1740 435 761.3 662 170.0 478 1247 6e2 1740 1f08 113.E 6(r! 1646 618 1048 882 16aB 617 BQB 662 1848 5f7 76.7 662 164a 617 84B 682 16&e 617 647 882 16aB 617 461n 121.8 607 1380 418 101.4 607 1182 410 86.0 WI 403 760 607 1020 373 87.8 60T B48 387 80.8 807 g9.0 308 60.7 rA'7 99.0 398 pA W7 89,0 388 3S0 607 89.0 3W 68.4 458 B4B 371 74.1 4W 3B4 04.0 458 04.8 380 67.8 4W 81.3 357 61.8 4W 80.0 358 d3.2 4W B0.0 35B 37.0 458 BD.D 3W 324 450 80.0 3W W.B26In 1W.7 4W 1146 379 322 63.4 4W 67.3 316 47.6 4W 040 315 427 4W 623 314 35.0 400 81.8 313 30.6 4W 61.8 313 28.7 4W 81.8 313 54 In 66.4 4W 933 33B 71.2 400 04B 326 81.0 1W r43.0 43.0 257 31.1 324 420 255 28.0 324 445 263 222 324 406 2W 19.6 3?A 40.6 2W 60 in 023 324 re.0 276 SLO 324 67.5 270 44.5 324 2M 3SB 32A 46.5 260 34.6 324 230 182 268 334 230 18.8 2g4 33,4 230 W In 53.8 204 VA 252 44.8 294 412 246 344 294 241 336 294 237 29.0 204 37.1 234 248 294 3S2 232 224 284 a =0 268 429 225 33.4 268 221 242 258 210 20.0 208 31.a 216 23.4 268 2S0 212 146 266 2S0 210 147 288 27.7 209 1A.8 2W 21.7 ZOB 66to4a8 268 49.6 230 226 372 181 217 22fi 28.4 188 226 226 185 20.0 226 23,6 182 1S0 22S 221 lea 1S0 226 20.3 177 129 226 14a 170 11.3 226 1S0 ITS 72M 38.0 226 37.8 196 30.0 r21.5 17.0 202 18.7 195 1S3 202 1114 1B3 128 202 10.7 160 10.E 202 IIS0168781n 761. 30.0 202 32.0 177 2S6 21.9 202 23.9 170 102 202 W7 152 10.1 192 14A 1W 6B 10! 14.2 1W 20.3 193 28.8 168 240 20.2 192 220 102 1bT 192 159 1S7 102 1&1 167 7/.2 192 148 165 17.8 1B4 16.2 gain 18.5 144 19.0 128 18.4 *27.2 981n 16.2 127 15.8 113 TABLE 2B Anchor Ca a Tabla Ibs e it m 2JI(Coma@ mConn. F10601Y C7411 1/4.58Eta0 5110'Eb0 Filed CAtU 1I4'as Elco PTWwd Ito Btoel /128tee1 M4U1 0281ed Anshetlyp0: 3116•Ebo Unmeon 11P Elao Ulbacw fa18•Eiw u0neon 3710•EIw UOneon t/d•Eiw UMcan AGO.Gat0t Ulbebon AggeGator 60rav(G5) 80rrx (0.1) 84rew(G5) Anchor Clip Pattem8 50me 1• MIT 3.118• r 2.11T 1• 2-irr T 3-VV 2• 0.48• 0.64• 0.324• Edge Mk. Embedmentp0k 1• IA, 2-lir I -We 1.314• 1314• 2• 1.114• I.1N' 1.1/4• 1.1A• 1.7M• 1•B4• T IJ19' iJ18• modes 2 Amlara®4.76• Min. 0.0.1810na3rda00wl C8plFI9-U 3WIw 39001w 4Wibe BW it. 1644@a 210 an 280@3 354 roe 7401W 3741bs 6041ba 048Ibe 341 in 4121be CRI Ib3 665 @s 1120 @3 112F 4AmMn101.15•MYr.O.C.l BIeMaM (or0ffio4 COD (Fg•2Y• 4W @3 7W @s WA WA NIA WA 34016a WA NIA iW Ion WA 74e@s WA SW Iba WA 1112@a SU tbs 8B5 @s 1120@s 4 Amlwn® WMia O.C. IRI246An010 [aW !(F(0.3k 7WIbs 7801b3 BW @s One ibs 1eW lbs 5100u 5W bs WA WA WA WA WA 7151b3 2 Analwn�0.45'AUn.O.C./UL11p.In10.125-At�m'L 4k WA WA WA NIA NIA 822Iw WA 135 ms NIA 110 @s WA t77 Ib4 WA 37016s WA 10T Imo 332 iba 4731Ds 1701b0 22t @a 2W @3 t Aechar l F4]ip IFq. 5k MIN 1B5Ib3 2251b0 415 @a WA loo. WA WA WA WA NIA M16a 4421Da 6W IDS 2Amhws4MIJ •MIn. O.OlFMMI'la• ek 2401w 3W@s WA WA WA NOTE: FOR THE OFFSET CLIP, USE l MC SAME ANUmum ritl I cnry w wu vnun vnww. ......,,.......,.......... -ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLIOI 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. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000' �- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.00 C3 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.LANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED I CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GOO. WOOD SHALL BE PRESSURE -TREATED PINE WITH AN SG OF0.55. ALUMINUM SHALL BE6063•T6AND BEAMINIMUM OF.126' T FIGURE4: � 0 FIGURES: jjFIIGGjURE�6: YELLOW SOUTHERN CTURAL STEEL TO BE AT 0 1� LEAST TE TMCK AND A36. ALL RS INTO WO O METAL SHALL EXTEND AT R4LEAST 3 SCREW THREADS BEYOND � � THE MATERIAL. 010 8 012 ANCHORS INTO WOOD MAY BE STEEL,1&0 S.S. OR 410 S.S. 1•X2'X.376'MULLION ` No.58705 Po i��sCt FATE [[/` ''r7S/ONAL A. LYNN MfLVgR, P.E. FL P.E.# 58705 TABLE 3A Mul00n Cavacity Table IbaAt1 0pOnin9V4dth(fit ert!6aII7�panri mlllloos)brOp9ningHeight (for hog 2onie07•sparrirgIntllons) 601n 601n 70In 00In _ 901n 100In L 120 N 14o In 16019 RecL la TnI R T�pl ul� �wAnp Reet�aa9der Tropliaa�n& Rcla Trap•ifing a 90. R en811ar Tlo . Recta filar TrL ang. R` as TrLp=dno Lour Tr1.��9 1x2.78x miar �anng. Ata mar Lo.lWar tfrlg .375A1Um. Tube Q MUOIon 421n 170.0 620 170.0 435 170.0 7N 170.0 478 170.0 888 170.0 60B 170.0 992 1Ta0 ale 110.0 1118 170.0 521 17010 1240 170.0 521 148.7' 1301 170.0 ml 127.5 1301 170.0 621 111.E 1301 1T0.'0 621 40 k1 170.0 703 170.0 624 170.0 850 170.0 BB! 170.0 902 170.0 630 170.0 113] 170.0 681 t61.8 1139 170,0 877 130A 1139 170.0 880 113.8 1139 170.0 6o0 07A 1130 170.0 680 BSA 1138 170.0 680 80.82E In 170.0 717 170.0 683 170.0 B9B 170.0 831 167.8 tOJ2 170.0 661 148.0 1072 170.0 723 130A 1032 170.0 747 117.4 I= 170.0 756 97.0 1032 170.0 7SB 63.9 1032 170.0 758 73.4 1032 170.0 756 641n 1T0.0 707 1T0.0 8f2 181.3 907 170.0 691 130.2 007 184.7 730 120.0 007 162.6 720 107.5 9D7 140.0 Jit 8&0 8M 141.1 7111 80A 8o? U0.0 109 69.1 907 I/0.0 709 80.8 W7 1/0.0 709 eam 141.1 7m 151.5 an 117.8 735 150.3 Gig 100.8 736 118.0 599 00.2 735 108.2 620 76.4 735 99,5 W3 70.5 735 95A 576 56.8 735 81.5 574 60.4 735 .91.8 674 44.1 733 91.8 574 631n 12U 668 130.0 67o f01.6 sm 111.5 657 87.0 658 05.9 541 76.2 660 Rd 538 67.7 NO 83.9 531 60.9 680 7DA 528 so.$ 6W 76.8 521 43.6 NO 75.0 521 38.1 886 7d,5 621 Sit 75.7 S07 63.0 501 W.2 607 17.1 493 58.9 607 71.5 488 51.0 607 67.8 481 44.2 601 63A 478 37.0 407 62.7 474 33.1 507 02.7 474 661n 108,0 BO7 112.4 622 B8.3 507 96.1 51.0 510 67.9 419 45.4 810 532 41340.a1050.0408 5/.0 610 l- /02 29.2 510 44A 399 2- 810U,3 ss 368A 72M 01.0 510 85.5 443 68.0 SUI 474 53.3 10 64.3 428 458 44.6 373 34.7 445 41.a 38B 26.0 458 37.7 382 24.8 458 3aA 358 21.7 468 35.7 355 466 72.5 400 67.6 468 392 49.0 46a 84.1 385 43A 458 4a.8 378 38.6 J61 20.0 435 34.4 344 2LO 435 32.20.1 439 32S 340 76In 81.2 435 67.0 361 53.6 435 373 /0.B 435 49.a 368 40.1 435 44.7 380 36.7 139 {0.8 JSa 321 /35 30.1 90N41.8 327 43.1 290 34.8 327 r73.0 285 20.9 327 31.0 280 2&1 327 20.3 278 2JR 327 78.7 271 no 327 23.7 288 17.4 327 2t.0 262 14.9 327 1B.3 258061n 34A 267 35A 257 2&7 287 252 24.6 287 26.0 211 21.5 287 23.1 2" 10.1 287 20.0 240 17.2 297 19.3 237 14.4 28T 18.9 2loam 242 227 24.7 203 20R 227 20/ 17d 227 18.0 19B 15.1 2" 18.0 105 tlfin 22.3 215 22,7 181 70.8 216 1%1 1 101 15.0 1 215 1&8 1. 1201n 17A 181 17.9 1 157 TABLE 3E Anchor ConaultV Table o Bubslml7 2.7k Conerelo J.Sk Cann. I H011mcmu I med CAW PT ead N6141 RIV Eko 114' 8$Eko 6U11.2lea, 114• SB Eko 010 steel 9126tee1 012 61em AnehorTY� 3I1TEJco111mcon 1141ElaoUlham Uumm 3'IB'EkoUlOmm 114•EkaUltncan AOMCIMr an A9are0akr eamw[05)SamW(G51 6CI-(G5) AOChO7CgpPBHem9 z•1re• r z•1Iz• 3•ve• 1.2•trz• I-2-12' z• 3•Na' r o,45 0.54• oa24• Ed90 aafeme(InY. Embednml n r 1.14' MV 1.14' 1.3r4' 2' 1-U4• 1.1I4' 1•Id1' 1-U4• t•UV 1.114• 2' 1-W& 14V •arks 2 mlaw 494.18'h9n.O.li lskntlard orOAscf tll9ffq•IC 380IN 3901bs 450 Ws 800IN 104416e 270IN 280IN 354IN 740 Ws 37416s 664IN 945W 341 IN 442IN 585IN 500IN 1120IN 4 Amhas 1.16' Alin. O.Q / womam ("ume0 �9 trig. 2►. 400 ks 700IN WA WA WA WA 3801D4 WA NM 780 We WA 74616s WA 0601Ds WA 18921ba IN 682 IN 682IDD 585 Poo 1120 Wi 4 AOolan ®1 mok C.C. I (2) 2s8 Anpk 4S9s I (FI9. 3): 760IN 7901bs 8BO Ds 1560IN 1690IN 640 tbs 6601bs WA WA WA WA WA NIA 715163 2 Amhore ®0.46• A9n. C.C.I UitlP, Inlo.126•Akm. (Fig. 4)C NIA WA WA WA Ws 41516s WA 8221W WA WA iJS lbs 1401bs WA WA 177IN 370 Ws 1671W 33216s 4731bs 17010s 211160 . 260 Ws I 600Ws i Anthorl F-0Ilp trig. bk 1B5 Ws ieS IDs 225 WA WA WA IBO Iba WA N91 WA WA WA 341 IW 4121ba 2 Aac0ae®1.16' Min.-Aw F43I (Fig. OJ 240IN 3501E9 WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANUIIUK /•AI I t:m my A -vm vnww. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 8: "• ' L`.;lCIRCLED VALUES ARE USEu IN I lit r-Anmrt.0 WN Orlcar 44. .ANCHORCAP.- 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 TABLE NOTES- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -1 1.000" a (a,• 0,' , tw d 0do Product Controll I 1 11 I 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.760'�'��.'•L,,CENSF''•�F�jS' Q 3't ' 50705 ' yr HOLES TO BE DRILLED FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _� No. - - - 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED UNIT SHALL CONFORM TO ASTM C•90. WOOD SHALL BE PRESSURE -TREATED % %� ••, I IS '. W ; CONCRETE BLOCK (CMU) YELLOW SOUTHER N PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 0083-T5 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TOBEAMINIMUM GRADE 33AND.045" THICK (16GAUGE).STRUCTURAL STEELTOBEAT VX2.75'X.376•MULLION S. ATE OF •: ' T •'• ��5`S• OR10P.•�G``` LEAST A25' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I1r /0(1JAL THE MATERIAL. NiO & #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S. s A. LYNNIMILL(_fk, P.E. FL P.E.# 56705 TABLE 4A Mullion Capacity Table ba1Ra Oponlnp Width (lortsrlicaitsparning mU00re) or Oponing HThFZ(orhorizanta0� speiYYtlg mURore) - -- - - -Solo- 60 in - - TOM-- - _ _actn. __ 90_In_ _ _ _ _ _ fool_ 120M 1401n 150M Rccla9uv TroNTdaq• R0clanpWer haplhlOng, Roclanguly TrRJdrM• Reofengdv Tnptdan9. Reolenguly Twmam. Ractatgder 71apTsaiq. Radangulm haplMeng. Raoingular Loodn9 Tapliaan9• LoadnB Reotenado LoednO 7taplTdeng. loadn9 1X2.78X Loading Laadn9 Lmdn9 Leone Load o Leafing Loadn9 Loadn9 Loadn9 Loafing LoadnO laadat0 Loadnq laadne Tuba a tf Mullion 42 in 170.0 620 170.0 435 170.0 7N 170.0 476 170.0 ON 170.0 500 170.0 992 IN.0 619 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 t480 170.0 521 158.7 1020 170.0 621- I=& IBM f70.0 621 N l 170,0 708 170.0 524 170.0 050 170.0 661 170.0 092 170.0 830 170.0 1133 170.0 0a1 170.0 1276 f70.0 077 170.0 IN7 1T0.0 ON 141.7 1417 170.0 s80 121.6 1417 170.0 sae 100.3 1417 170.0 Ba0 50.625M 170.0 747 170.0 663 170.0 NO 170.o a31 170.0 1040 170.0 .1 170.0 ices 170.0 723 102.8 1288 170.0 747 iNA 1280 17oo 768 t21.9 1288 t7oo 768 1045 128a 170.0 750 91A 1205 170.0 7TA 64In 110.0 707 170.0 612 170.0 Gas 170.0 691 1T0.0 1116 170.0 754 150.7 1130 1".0 803 13&0 1130 170.0 637 120A 1130 170.0 058 100.Et2i .0 a01 8s.1 1130 170.0 881 753 1130 170.0 $at 80M 170.0 aa5 170.0 701 146.E 016 10T.3 701 126,5 915 1415 7N 100.9 016 132.5 735 07.0 916 t27.9 72s 07.9 Ole 118b 720 73RA 7t6 02.0 O15 114A 716 84.9 016 114.4 T15 83 in 161.0 630 la1A 710 12e.8 830 W8A 694 10&5 OWN 123.2 Bel 94.9 83D 112.2 070 04.4 030 104.0 002 75.9 WO 99.4 656 03.3.5 649 54.2 830 04.1 80 47A 830 SLI 649 go In 132.1 767 140.0 050 110.0 767 1198 038 94.3, 757 105.0 024 82.6 767 0&1 014 73.4 757 69.1 tills 60.0 767 N3 800 65A.0 6'03 47.2 767 78R am 41.3 767 78.2 591 ON 01.0 510 7T.7 53s 80.1 630 @3.S ON T2.2 671 685 038 N.5 614 50.9 W0 02.3 600 12A.2 800 3&9 039 tS.3 491 31A B3a 65.2 87 72l 101.7 830 108.8 552 81.8 67A 470 64.1 S71 60A 471 464 43.2 671 ate 459 30.0.0 451 30.9 6/1 N.O N7 27.0 871 NS Na 701n 885 671 BOA 493 721 571 70A 400f2t'l 71 .5 442 40.0 642 47.5 437 33.3.9 42020A S12 40.9 425 25.0 5/2 40.1 42J 7a in 040 642 83.4 474 W.7 642 70A 465 542 02,1 450 50.0. 642 $5.7 440 .0 407 63.7 351 43A 407 46.4 355 407 W-0 349 32.6 407 31.3 343.1 338 29.0 407 20A 334 21.7. 327 1&8 407 2A.1 322 i0A 407 Z1.0 SIB 3N.1 3OO 21.65B2987.91A 2a0 15.3 350 1B2 284 08M 429 358 N.1 320 35.s 350 57.2 3f4 355 VA 30D 2&a 3S6 28.8 1[22 f081n 30.1 T83 30.a 25S 2&1 283 2&0 251 203 22.6 247 18A 283 19A 2N.0 240 f&1 2a3 19S 237 1111n 27A 287 28d 242 2&1 281 23A 230 297 20.s 239 17.3 2ai 10.3 23I8S 228 1201n 22A 220 22.3 209 -S 229 10.8 20S /&7 229 t&2 202 TABLE 4B - 809niteci 2.7k Camtele An a.0 . 3.5k Caro. ruu,a -- HollwCAIII Filed cm - PT ood Metal yfg•fee lie S8 Eko me-000114. 85 Eko OIDSteel 11128teei Artdrarype 3)10*EloaUlhae. 1/YEkolAUOeen uweaan 311s•EkoUIlmon tf4'EkoU@aakt AWMGata uenigon AgoreGator 30ieW(G5) 8orow(G5) AGChorCllpPattsms EdOa dalaneo OnK 1' 2.112' 1' 2•t/Y 341a' i' 2.12• 1' 2•i7P 2' 5110' 2• OAS' 0.54• Em1414• 1.3N' I-W4• IV4• r 1414' 1-V4' t-IIv 1.11P 1.1W 1-UC r iJ18' 1.118'2AMImm@4.75'Min.O.R/8lendard jq.324* a00ae1 Clq(Fq. 1K 390Ds 3001bs 4501W 951) 18HIW 2701. 2801bs 359 @! 7401W 37403 NO g4a 1. 341@! 682 r a Wine480 @s Too 1. WA WA WA WA 3s01W WA WA 780M WA 7481. WA aB01. WA 18921. 682IW W4 ten AneMn(d)rm O.O.1(2)2a5ATele t,2lpll(H0, 3K 78010! 7601. oo tW wo Ins 1890@s 510 I. Sa01bs WA WA WA WA WA MN.O.C./Ut4Ip, Mto .125'(Flp: 4K WA WA WA WA WA NU NW 1401b7s WA 177fW WA 3701W 1sT the 3121. 473 @s 1T0@s 2211. 2801. 1 Arroha/F•Cpp IF19.BK 185@s 1951ba 2259s 445@s 1 8=Ibs 13516f WA WA WA WA WA 341 Ds 4421. 660IWIn 2Anohors®1.16'AfIn.O.CJ f4]ip q.8: -I. 350Ibs WA WA WA WA 1801. NOTE: I'UK iMm vrraerawr, vac rnm o.xnv.vw,......-.,.,-.,...•.-.••._.._.. ...____.._...__-. _._-__ __... �wrn��cv ----.,••• •-•--••• FIGURE 1: FIGURE 2: FIGURE 3: F-* * *-IF-*- 071 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4. FIGURES: FIGURER: o � e • WCHOR CAPACITY ADJUS r mcn r (OP ,) 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. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND S14EET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2& FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 0b5. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045' THICK (18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & 412 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S. i' X 2.76' X.850' MULLION oY No. 50705 � '• SATE 0 ��S'• FCORID P.•''�\�� A. LYNN MILLER, P.E. FL P.E.# 58705 I AULC OA Mulllon Oe ao Teblo Ib9Ma OponinglNldth(forterOEel"paMlgmUllons)orOponlnOHo►ghf(forinriznl#elyepaMlpmUlbns) - _ Odin 1201n -- 5010 601n 701n 60N 9A In 140In 1601n V x 3.126•' ItLoaft Roclonwar I lkwmug. Loadrt0 Rootan0dor Lwdn9 TrogMarg. Loadn9 RaolaaOAer InadnO Tralladusu. LoadnO RaclanOdu LwdnO Tlapr7dan0• LwasO Reclonptfu LwdnB TmWdmo. L-InB Rwlargdar WadnB TOXIIImO. Leading RacImpie Loadrq TmOlMartO. Load" Ractanptlu wadnO Trapralsn0. LwdnO - Rcelargalu LoadnO TraplTdwo. Loadrg .6110••Alum TubeMuB r gg r �g 011, £� a r bb _ r � 3 � � �� 55 a � � gg _8 �� all 111 I I �a 42 to 170.01 020 1170.0 455 170.01 744 1170.0 478 170.0 60 1170.0 605 170.0 992 170.0 519 170.01 111E 170.0 621 170.0 1240 170.0 521 170.0 1406 170.0 52f 170.0 1735 170.0 621 181A IBM 17S0 521 /8 In 170,0 708 170.0 624 170.0 80 170.0 661 170.0 992 170.0 830 170.0 1133 170.0 8E1 170.0 1276 170.0 EP 170.0 1/17 170.0 8a0 f57.T 15P 7T0.0 0a0 135.1 1fi77 170.0 BEO 11a2 15P 170.0 660 60A251e illo 747 170.0 583 t7SO 698 170.0 631 Ral) 104a 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 769 141.7 1485 170.0 768 121b 1195 170.0 766 106.3 1485 170.0 75E 6/In 170.0 7B7 570.0 eft 170.0 99 170.0 691 170.0 t118 170.0 754 170.0 1276 170.0 eo3 150.1 1401 170.0 837 149.6 1401 170.0 85B 124.E t401 170.0 f191 100A 1401 170.0 B81 93A 1401 170.0 W1 60In 170.0 a8S 170.0 701 170.0 1063 170.0 707 158.5 116E 170.0 078 130.T JIM 167.0 926 123.3 115E 150.6 Off 111.o 116e 1/B.7 910 926 1160 144.5 903 70.3 1166 1M.5 M. e9A 1158 H4.5 03 03in 170.0 930 170.0 745 169.0 104D 170.0 E50 137.0 1049 155.5 6M 110.E 104E 141.7 040 100.E 1049 132.0 BJB 95.9 10491126.6 828 70.0 101D 110.3 60A 101E 59A 105 et0 861n 180.E 853 170,0 789 138.0 956 151.3 004 110.1 055 133,7 780 1012 055 12fA 775 BLE 056 112A 785 a0.4 055 100.4 767 E0.5 955 B9A 749 710 69.E 9SS 08.7tts. 9A.] 748sio 748 621 OSS GO. Da.7 710 s 7261 128.5 503 134.9 697 f07.0 603 114A Eat 91.a 803 f01.1 070 60.3 fE3 91.2 859 71A 603 MO 649 E4.2 GM 76.e 642 53.6 OM 722 032 45.9 E07 80.6 625 40.1 803 IEH tOB.2 721 114.1 82D 01.0 )21 97.0 Old 78.0 721 85.1 605 EE.3 72t 78.6 SA5 60.7 721 70.1 588 SCO 721 65.4 670 /5.6 M1 69.4 649 39.0 72f 34.1 721 58.f 503 701e 101.0 em 105.4 69D $4.2 654 $0.4 Sat 722 8a4 76.4 5N 63.1 064 70.4 667 50A 684 64A 656 60.5 sm SD.9 551 42.1 6a4 54.1 511 36.1 8B4 31A 684 50.E fi5/ 901n 65.E 611 87.9 458 64.E 614 87.3 148 47A 61/ 60.0 440 41.1 614 41.E 433 36.fi 614 40.6 427 32.9 614 37.3 421 27A 61433.0 412 23.E 614 t 20A614 29.0 403 t4iU 51.2 452 65.7 404 452 452 47.0 398 3a.74400390 37A 452 3e.1 3"30.1.0 378 27.1 452 30.3 3" 22.6 452 29.5 385 19A 452 10.0 452 22.0 355 1081n 38.1 357 30.9 322 31.7 357 32.7317 27.2 357 2A.1 312 23.a 357 W, 308 2f.1 357 22.7 303 ISO 367 20.E 2B9 iG9 3S7 ta.0 29713.E 357 t1A 357 16.0 2E] Ili In 1201. 35.1 27.7 338 299 35.0 2E2 30E 2E3 202 23.1 335 2B8 30.1 23.7 301 259 26.E 1D.0 338 2A9 26.1 20,5 208 256 219 17.3 3SB 2a9 2J.1 18.1 292 252 1Db iSA 736 298 20.1 18.3 288 249 17.5 13A 338 269 ISO 14.9 284 2/6 11.E 2B9 12A 240 0.D 7E9 1fA 2]6 11.0 a.7 37a 268 13.0 10./ 26D 232 I AULC 06 AnehorCe 6ubstr.te 2.7%Oamcde ael Table Ibe aftCwj IlawN CMU Waod mdd 6115r EI[0 v4•SSEka alit/ E3to M2Stml 0I26 eel Anchor Type SIB' Erto Utlracon 114-EP.OUareton UWcon 8I16'E1c0UIUanI WEkoUOfOCoe AggeGdor UbrKcn To b) Btrcw g35) 9CW(G5) MChO7Clip Pelleme 2.112• 1• 2•tt2• 3.118' 1• 2.1ty 1' 2-v2• 2' 3.118' 0.6d' 0.324• Edge Distance On) 1- Embednenl n tal4' I ve IW4• 1;<•Y 2• 7•v4• 1.11!' 1.1A• i•114• 1.1/4• ova•1+118• 12de9 2 Anctun ®1.7P &art O.C. SW43d or Obd Crp (RD 1) 3901bs 3 ICs 450Ib3 6- ma 1641 Ibs 2T0 ms 2801DS 36f Ds 7401oe 374Ifs 660 Ws As 4421E LGO ete 1121 ms3'611n. I Archers@ 1.15• I,112 O.0 I SIanwoi(or O(bel 021 lBO His 700Ib3 NIA IUA NIA IUA 3002E HIIA WA IIIA IUA1Ds ms 88S ios BBSms 1073 O.C.I (2t 2t6AtgIeC9 91 (Fl9. 3) 780Its 780IDS WO IDs 166oma lembs mobs 66025 Hun 7601Ds 7l8 Ds Om Qm IUA to3Ar�Fps®OAS' 10731be1ArcrorIF•CO 1.1D1. O.O. I UC9P. Into.l2S AIUM M 4 IVA IUA NU IUA NM IIIA IUA NIA IUA IIIA IUAIA 22110e 280 ms2AnctOn4'41.11? 0.6 1B5 ms 1B6. 273®s W5ma 822 R8 19Sms 140fm iP m9 3701m 1870f 332 E40ma IdleO.CIFL'A D 240 lbs 350 %o tIIA1 ma N2109 B601Da IVV 1C: rvn me vrr- v. , - u 4NCHORGAFAGIITAWUtilMCr11 FURMUr.M: (O ) 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 FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 1 F 7*�] ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE b. FIGURE 6: • 0 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CG90. WOOD SHALL Be PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6081,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 Of 0 $ #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. m �x Is 90mplyl09 erhh Wo pblida F"1.000•�1 cm cc NO Dery aml a Product Control (111 tl UII 3.125'0 ENSF ' No. 58706 ' iT :: -10 Ix - % OF 1' X 3.12b• X .W MULLION VF MULLION) . 0 STATE (1• 5'ftNA1. A. LYtf1�rA)11L1!`�t, P.E. FL P.E.# 58705 THt1Lt. OH Mullion Capacity TabiD Ib61fta Opnnlnp991dth(/oru>+rtic9ly-spanringnuillons)crOponlnBHelght(torfallmrReW4pamingmWom) - - - - --- 501n 601n- 701n 8o in 001n 100 in 1 1201n 140In 1601n 1x4x.128 Reaenpulu LARbo TmprTden 1. Lnedrl9 Reotefgflat Loedno TfoPTMsnp. Londno Reolenguler Loaduq TnP118aq. Loadino Red4n➢tter LOadnD Tta97Tdang. Lwdng Reolangulu Lwft T1sp/Tdang. Loadn➢ ReelaegAaf Loadng TraplTdong. Loading Redlanoulu Loading Tte(JMNO. Leadog RestangWer Lw(ne TmplTdan0,- LNdn➢ RuoUngulsr LoadinO TtsplIdan0. Losdng AIum.Tuba NWlllon$fig$� �^ -f -t �,� 4$ a s„ 1g�r �aapf a p9 $ 6 1 1 h 1 421n 170.0 620 170.0 435 170.0 744 110.0 479 170.0 60 170.0 506 1T0.0 992 170.0 510 170.0 1116 170.0 52f 170.0 1240 1170.0 621 170.0 1408 InA 521 1440 t4W 170.0 821 127.8 1109 170.0 621 481n 170.0 708 00.0 524 170.0 680 170.0 60/ 170.0 992 170.0 830 170.0 1133 170.0 601 170.0 1276 t70.0 677 160.3 1303 '170.0 680 130.3 t303 1740 080 111.7 1307 1T0.0 680 D7.7 i3W 170.0 880 50.026In 170.0 747 170.0 W3 170.0 698 170.0 831 170.0 1046 170.0 684 175 1195 170.0 723 168.1 1245 170.0 747 140.6 1235 1".0 7W 117.1 1235 170.0 7W 100A 1235 170.0 70 $7.5 1235 170.0 760 61 to 170.0 707 170.0 812 170.0 0S0 1T0.0 681 170.0 1118 170.0 7a1 184.4 1158 170.0 803 137.2 1155 170.0 837 123.5 1150 110.0 050 107 1188 170.0 eat 50.2 1158 170.0 881 77.2 11W 170.0 651 6D1n 170.0 655 170.0 701 160.7 1042 IT0.0 707 142.0 1042 IOU 832 125.1 1D42 140.7 816 111.2 1042 138.0 001 100.0 1012 130.2 791 814 1042 126.1 782 71.6 1042 125.1 782 625 1042 125,1 762 B31n 1- 0 030 170.0 74 161.2 OD2 163.6 616 120.a 092 144A 799 113.4 992 131.0 782 100.8 992 121.4 us 90.7 092 114.8 7W 75.O 092 105.4 745 64.6 992 IOU 744 88.7 802 1040 744 F 081n 165A 047 I70.0 no 137.E 947 1440 788 118.1 047 130] T88 f03.4 947 117.T 752 91.9 847 108.7 736 ei7 947 102.2 727 88.9 g/l 06.1 713 W.f 917 94.0 711 61.5 711 721n 135.0 849 142J 737 113.2 049 12l.0 722 07.0 649 100.9 700 04.0 840 98A 696 745 849 80.7 886 07.9 849 02.7 675 MG 849 75.3 rA9 48.5 049 12.6 69 428 849 648 72A 72A Got 051 • "f 781n 116.0 762 /20,7 688 08.5 T82 102.E 852 02.6 782 90.D .0 722 782 048 829 81.2 782 74.2 620 57.6 762 09.2 613 4e.1 7B2 62.0 E82 11.3 762 59.9 897 36.1 782 69.{ 595 70N BOq 108.9 60.0 724 643 111.1 7f.a 83/ 413 724 813 84.8 E0.7 621 171 70.3 19.7 724 8{3 82.9 82.8 609 466 68.6 4S0 M4 643 74A 47.1 596 IW 5BA 340 721 8/3 68.1 42A W1 452 W.4 34A 77A 843 63.4 J9.5 683 148 41.6 29.0 721 543 57.3 74.8 873 438 38.2 24.0 724 W3 8{.3 J21 687 130 33A 21.7 724 f,43 6J.8 30.7 6B5 428 go In 57.3 478 58A 427 476 49.7 419 40.9 478 43.2 412 36.8 47a 36.5 4W M.6 470 34.8 400 28.7 473 320 395 23.0 478 28.1 780 20.6 470 25A 380 17.9 478 242 376 1081n 40.3 377 41.1 341 r24. 377 34.6 335 28.0 377 30.0 3" 252 377 28.0 325 22A 777 22.0 321 20.1 377 22.0 3t7 16.0 377 10.0 310 14.4 377 ITA 301 III In Ji.1 39 37.0 323$ S57 31.9 310 26.5 357 27A 313 23.2 357 24A No 20.6 357 22.0 305 16.5 357 20A 301 16.4 357 17.1 294 1201n 20.3 3W 29.8 270 308 25.1 274 21.0 306 21.7 270 18.3 308 10.2 287 10.3 306 178 283 ElE t1{In 1TA 212 172 108 TAULt Ufi AnchorCe sell Tab ba 60bstral6: 27k con9nle 3.5k Can. lknowC45U I F01ed CMU PT Wow Metal 1q•88 Eko al15'Eko 1N'89 Eko /fOIIted al28lao1 01261ed Anolnr type: 3118 Eko U ndN U4 l bo UNaeon 318 F]eo Ul9eeon 1A FJeo Utlsea App e061a UOmeon A➢ye0ata 6aa (G5) 6dtdW (G5) 6aew (G5) Anahor C11p Panama 2.1n. 1• 2-IQ• 1' 2-IT 1• 2-Irr 7 3.118' r 0.& 0.64' 0.324• EOpd Otenned MX Embtdmrnl lh): 1' 1.3N• 1.314' i-V4' falP1.114, 1• 14• 1.114• 1-U4' 1.114' 1.1/P r Twir I-wr moss 2 Awh=0/.76.811n.O.G I6kMaMaOIholClip (Fq. 182X 3Wlbs 390 N3 45U 103 8 DIl' N28.44 2701bs 2801bs 3S4 ns 740 rob 374 On MUG 046Ibs 11b3 442lbs 5801N 1/20Ibs 4Afnhas®2.2YMln.O.0 /fbMmwd(orOth0lI CBp IFq•3X TOO Ns nalbs 5W Ibs 14f0lbs WA 5601bs WA 630lbs WA 6801os WA WA 88216s t30.11ba 8851Ds 1T70 N5 22401bs 6AfroMfa®1.IY 511n.0.4 /alendartl (aOMe1) C9P(Fq. 4X 060@s 14001bs WA WA WA 769lbs WA WA 760 b. WA 748Im WA BBD lb. t8921bs 6821bs BB51ba 11201Os 4 Anehas®3'S6n. O.Gll2)2s5AnBls Clys l(Fq. SX 7�Ns 7801Ds 6001M 16801Ds 5101bs 660lbs WA WA 11401ba 11221M 13201M 28361ba 102210s 1J2-WA10n 18800s BAMlnrs®TMIn.O.G!(212k6Argb gipsl(Fq.6X 11701bs 11701N 10201bs 234D Ibs 810Ibs 8401bs WA WA WA 1430 s 4 Andhom 0D 0.45- Mh.O.G / U12p, Into.125• Alum. (Fq• 7k WA WA WA WA WA WA WA WA WA WA 4/21bs 2l b s 2 Andhan®225'MIn.O.CI F•C6p(Fi0.5 350Ioa 3501Ds 200 Ns 7051bs RB A>a WA 2601bs WA Si016s WA 4101bs WA BB21bs 92 8851-to 1120Ibs Fi2O 4 Awtw•®t.15•MIn.0.01 F4;6p .OX IBOtN 70D Ib9 WA WA WA WA 380 ks WA WA WA WA NOTE: FOR THE UFt•br I %JLlr, we r nc afwlc -1-M rn, , �,.,..........�... ••-.• ••.-.--.•- FIGURE I: FIGURE 2; FIGURE 3: FIGURE 4: FIGURER: FIGURE9: • • • • • • • • • 1p •• I'l FIGURE 6: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5110) MUST BE USED IN PAIRS. a ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN T14E'ANCHOR CAPACITY REQUIRED'. CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUOI 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 26 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 6003-TS AND BE A MINIMUM OF.126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST .125• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S. 8Y w A,( unn 41 1// ' No. 5B705 /ATE A. LYNN MILL'�R, P.E. FL P.E.N 68705 I AMC /A - - - - -- Mullion Capacity Table (bell? -- OponIn9 Wldlh (forveNcalyspar" -601n e0 in -70 In We i W9or19) or0P9ning He -111(for Wdl rtaW-sparring mu19on9)- -- - - 001n _ 1 in 1 1201. 140In ISO in 1 %4 %.376 RCCtMoe IaednO TmpRaenO. Loading RaolmnOAar Lead80 TroplTdeng. Loadng Reotan9ubr Loading Reprmen0• Ldado9 Rocl.n9tdy LOadnB TropTd4n& Wadno Reclengalar Loading TroprMang. laedn0 Reata ost Lading Trsprmug. Lading Reolan9uly Loadng 110PITdonB• Losing R4.W.Didv leading - Tlapfifem. Loadn9 Reolatwiv- LoadnD - TreP'7dm9. Loading Alum. Tube 6 „T, Mullion �g 16 a a • �' _ �ga&_ d1 'peg +tl� _ ��` gag i3 _ � _ 421n 170.0 e20 170.0 435 170.0 744 170.0 478 170.0 aW 170.0 6W 170.0 092 170.0 518 170.0 ilia IM.0 521 170.0 1240 I7&0 521 t70,0 1488 170.0 621 170.0 1735 170.0 621 170.0 19a3 170.0 521 481n 118 170A 624 170.0 8W 170.0 554 170.0 092 170.0 630 1".0 1133 170.0 Sol 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 Bag 170.0 1983 170.0 610 151.6 2024 170.0 UN 60.826 in47 170,0 663 170.0 690 170.0 031 170.0 1049 17MO Bet 170.0 1105 170.0 723 170.0 IMS 170.0 747 170.0 1494 170.0 758 170.0 1703 170.0 760 156.0 1019 170.0 768 138A 1910 170.0 750 641e 91 U0.0 612 1".0 958 170.0 891 170A Ilia 170.0 7U 170.0 1276 170.0 803 1434 170.0 837 170.0 1694 170.0 050 159.0 1799 110.0 881 137.1 170D 110.0 $61 120.0 1700 170.0 681 601n as 170.0 701 170.0 toe3 170.0 707 U0.0 1240 170.0 878 110.0 1417 170.0 044 1694 170.0 008 155.E 1819 170.0 1037 I2D.8 18f0 170,0 1. 111.0 Into 170.0 1083 07.2 1810 170.0 1083 831n 930 170,0 745 170.0 1118 170.0 850 170.0 1302 170.0 040 170.0 11e8 170.0 1015 1612 170.0 1078 141.0 1612 170.0 1122 117.8 1612 16e.5 116a 100.7 1&2 fa7.9 1167 aa.1 1a2 167.8 116T 60In [74 074 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1D02 160.0 1472 00.0 to$$ [42. 1472 168.0 ilia 128,E 1472 166.E 1130 107.1 1472 147.E 1108 01.0 1472 1f8.0 1104 e0.3 1472 146.0 1104 72In 083 170.0 678 170.0 121a 170.0 1009 150A 1320 166.2 I101 132.0 1320 149.9 fOa2 1320 137.0 16SS 10&e 13 00 12A0 1049 a8.0 1320 117.0 1024 73A 1720 112.E 1015 6&0 1320 1123 1012 701n 172 170.0 937 149A 1181 I69A 1013 126.2 1184 139.9 994 112.2 1184 125.7 976 1184 115.3 964 89.0 lift 107.5 052 74.8 1184 07.0 W5 64.1 1184 93.1 927 5&1 11a1 BZ1 92a 2 76 in 124 170.0 987 130A 1124 147.0 986 11a.6 1124 12a.8 017 103.8 1124 115.E 031 1124 405.8 010 03.0 1124 05.5 908 a9.2 1124 eDA f90 69A 117A M.3 081 S1,B 1121 83.2 678 901n a44 111.6 760 00.1 844 B/a 738 772 at4 eti 724 67.8 &4 75.3 712 8/4 6&6 702 WA ttN B1A 893 I5.0 614 [i4.2 87a 3a,6 614 60.0 sea 33.e a44 47.7 682 Be In 89.1 742 01.5 663 74.2 742 77.2 852 a&$ 742 672 941 55.7 742 69.8 631 40.6 742 64.1 622 44.6 742 49.8 614 37.1 742 43.0 600 31.6 712 39.a 690 27.8 712 37.6 661 10s 1n f2.0 688 83.8 630 62.1 688 63.8 621 41.7 508 40.8 613 39.1 588 41A 605 3/.a 6a8 37.3 408 31.3 US 34.E 402 2&1 660 29.0 451 22.3 688 26.0 4M 10.6 60 24.7 460 1111n 67.6 SSS 65.8 603 48.0 6S5 49.6 495 41.2 655 42.0 487 36.0 05 3&0 460 32.0 65S 342 473 20.0 655 31.3 407 24.0 1f65 27.1 467 20.6 655 24.3 4/D S. 5" 224 442 1201n 45A 476 4e.4 433 38.0 476 W 428 326 476 33.7 420 2a.5 475 20.0 414 25.3 4T6 2&e 409 22.e 475 21.6 404 10.0 4T6 21.1 39S 1&3 476 18.7 387 14.3 476 17.2 JD1 I" in- 28A 330 26.7 30S 22.0 1 330 22-4 f 301 18.0 330 19.3 207 10,6 330 17.0 203 TAt3Lt 115 Anchor Capacitv Table fibal submIr.1 2.7k Cgtrole 3.5k Cane. I liollo cmu I Filed CMU PT Wood Metal 5118' Etco 114' SS Eko 5I10' Elw IN' 88 Eto a1D 61ee1 812 Steel %12 Sled Metarrypa 3116 EkoUlDeaw 1/f'Etwlnnem Ui90con Will,SboUl9won 1/I'EkoUllrecan Ap0reG0ty Ullream AIAIroOalor 9ormv (OS) 8eew (OS) 8ymw (O5J pnehorCOpPatt6me 2.12'2.12' 3.1I6• 1' 2-1R' 1' 2•IR' 2' 3.118• 2' 0.48' Obi' 0,324- EmDmdmenl Mk Edge gsUme Pnkrt.VA 1A14' 1.314' 1IN 2' 1.1I4' 1.114' 1.114' i•i!4' 1-114' 1411' 21.Y6' 1318'2 Mohee Q 4.76' In. O.C. ISlenard of Offset C2P 040. 152k NOW 4508u a901 tali la TlO la 7H0lem 351 Ws 7101a 374 a• 6811Ds 04a1a 3111bs 4421a4 Anaare®2.25•hiln. O.C. l Slandwd(Of OBsy) CW(Fla. 3k 700 Ws WO Me 14101a ORMs WA 5801a WA 53 WA BBO Ibs WA802 Ws e85Ia 1120WseAtcsa 1.15•NM. O,C./81aWa(a0fMe17C8P(Fig• 47 14001a WA WA WA WA 700 Ws WA WA WA WA WA 13031a 1710 W0 BBS Ibs 22404Ahofe 11201b3 t0 3' Min O.0 I (a) 2s5 AMb fXips! (Fq. Sk TBO Ibe 6801bs 15601a 189E Ds 610 @s 6801Ds WA 780M 746 RMO SWIM 1892Ia 482 Wa 1680Ibs4 Ana5Ngb f]ILq1(Fb• Ok 11101a 1020lbs 23401a 2611 Ws af0 Ws 8401a WA 11401bs 11221a 13201bs 2838 Ws 1022Ibe132/ to Ws Anthem 0 OA Min. O.C. ! Utllp, b1o.125• Abm. IFip. 7): WA WA WA WA WA WA WA WA WA WA WA WA NIA 1f30 2 Anahona ®225' MW. O.C/ F•glp (Fla. SI. 350 M 280 Ds 705 Ws ITB Wa WA 2801a WA 316 Ws WA 44D la WA 341 Ihs 1421a 5601h 4 Asohm 0 LIS' Min. O,OJ F471p (Fig. Ok 40D Ds 700 Ws WA WA I WA I WA 3B0 Wa WA WA WA WA WA Bat Ws BBS la 1120la NOTE: FOR THE OFFSET CLIP, USE THE SAME ANUMUK VA 11 MUM Mu n-nvn -vw.+a,�� FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURER: FIGURE9: • • • • • • • • • •P-10. • FIGURE 6: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 588) MUST BE USED IN PAIRS. MEN7 = ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REOUIREW 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 26 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 6083-T5 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' 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. R10 & 012 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S. OR 410 S.S. 8z� ` No. 50705 �'• ��r ice( is :'mow,- p •'• TATE 1 A. rLER, P.E. FL P.E.# 58705 1 HtlLC tlN Mullion Capacity Table ale Opening Width (forYOM IIy-speMng mUl0=nnM �OpanlnB HoIBht UorWil nle"PanNng rtWAans) In 120 in 1401n so in - 80111 701n. _ 80In I _ 901n to t801n 1.2V k Reotan08ter Loadn9 11613[wenp. Loadnp Recto ler Loadna Tseplman9. LoadnO Roctenoar Lowing TrapTilao. Loadrlp RectenWter LOadn9 Tepllllen0• t.oadln9 Rateno dar Laadn9 TapMan0. Loedlnp ReclenprlN Loadn9 TraprelenD. Lw6n9 Reelen9ulu Lwdrg Ta7VTAsnD. La04n9 Reelm OWN Lowing TropRdCall Loadnp - Roetan0ulN Loadnp Tmplmmp. IN&* 3ABB" fl Tube Mull q a $, �� j¢1 421n 170.0 020 170.0 435 170,0 744 170.0 478 170.0 566 170.0 506 170.0 902 170.0 619 170.0 file 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 621 170.0 1715 170.0 621 161.E 1780 170.0 621 48In 708 1".0 624 1f0.0 850 170.0 554 170.0 092 170.0 We 170.0 1f33 170.0 681 170.0 1276 170.0 677 170.0 1N7 170.0 680 164.8 150 i70.0 680 132.7 16(8 170.0 680 116.1 1640 170.0 560 50.0251n 747. 170.0 663 170.0 896 170.0 631 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 187.0 1485 170.0 76B 139.2 14MM 170.0 768 i19.3 1468 170.0 7W 104A 1468 170.0 76964 IO 707 170.0 612 170.0 99 170.0 691 e 170-0 784 17MO 1275 170.0 803 163.1 1376 170.0 837 148.0 1378 170.0 866 122.3 1376 170.0 881 104.E 1370 170.0 $of 91.7 1378 170.0 Bel 601a [170.0 ee5 170.0 701 IT0.0 1003 170.0 7W M 170.0 070 139.0 1168 187A 930 123.E 1153 158.0 910 111.2 1156 150.0 812 92J 1169 144$ 005 7DA 1166 iN.S W6 69.5 1156 144.5 9056314 030 /70.0 745 160.1 tool 170.0 See to9 51 155,9 662 120.1 1051 A2.0 848 100.7 1051 132.3 837 98.1 1051 125.7 630 60.1 1051 110.6 622 6e$ 1051 110.1 821 60.0 tOst 1f9.1 621 es in . 057 110.0 7B9 139.9 951 161.6 8057 134.0 700 104.4 457 121.0 TM 02.6 957 112A 787 ell 057 106.6 769 68.e 057 100.0 760 69.7 057 98.0 748 622 957 D0.9 74e c Min 128.7 B01 1352 690 107.3 804 116.2 6844 101.3 87f 60.4 804 9fA 660 71.5 504 94.1 050 eL4 804 7l8 S43 63.0 604 72.3 633 4B$ au 69.0 62D 402 AM 69.0 625 701n 109.4 M2 114A 630 01.2 M2 97.2 of$2 05.3 606 66A M2 70.7 606 00.8 722 70$ 568 64.7 722 65.5 680 15.6 M2 69.6 570 39.1 722 60.T US 34.2 722 50.2 684 i 78 in 101.2 685 105.8 600 84.4 605 89.6 686 .6 70.5 577 03.3 685 70.6 we 55.2 655 64.5 660 50.8 685 6D.1 653 42.2 685 64.3 543 302 685 61.4 637 31.0 655 50.7 5W BDN 65.9 515 Me 457 64.9 515 57.5 448 47.1 615 $0.1 441 41.2 515 44.7 434 38.6 515 40.6 428 33.0 515 37.4 422 27$ 6/5 33.1 113 231 516 30$ 107 20.0 615 29.1 10/ 00 b1 61.3 453 60.6 401 10.3 167 17.t 397 30.6 163 41.0 391 37.8 453 30A 305 30.2 453 33.0 370 272 153 30.4 374 22.8 153 28.8 388 19.4 463 24A 360 17.0 163 22.9 358 too in 38.1 356 39.0 323 31.8 355 32.0 318 27.2 355 28A 313 23.8 358 25.2 305 21.2 358 22.7 3D4 10.1 356 20.6 300 15.9 358 1&0 293 III in 35.1 336 35.8 306 29.3 338 30.1 301 25.1 3M 28.1 207 22.0 335 23. 2B3 10.E 335 20.9 269 17.0 338 10.1 266 120In 27.6 290 28$ 264 23.2 2B0 2J.6 260 19.9 200 20$ 256 17.f 280 1& 253 16A 290 i6A 249 144In 10.1 201 18.3 196 1 HDLC OD AnchorCatescitv Table the Substrata 2.7k werate 9.6kCane. HDW wu Fulea CIAO PT wood LIe481 6N6'Elco Nta EICO v4•SSElco 9/OSIod 91281eel Dig Bled Metarrype 3'I6'EIcoUDf000n UI•FJcoUeracon UDruton 3'16'EIcoUOrttm 114'EkoUttrocw Utine A®ISCeIa Selew(Ca5)9Ctea(fY5) eCIQe(05) MChorClipPdlOnf6 1' 2-Ur 1• 2-tlr 34M, 1• 2.112' 1• 2-tlr3110' r O,de' 461'O.�d'mt n 1-W4' 13'4' 1.VC i.N4• 2•1-U4• 1-v1• 1.114' i•UF 1.114' r lmw I've, vales 2Aacrc%®4.70'L9rtC.C.1SI8aCaaI a 001eI cm (Fl9. ¢ 38o rof 390Its AM Ibs 680 Ed 16M s» 270Ws 280 We 36f Me 7401te hAggreGefOr 664 fee 916 we 341105 442 tof604 NEWS@ 1.Ir Mtrl O.Q lelenmm I unset CD (RO $ 480 ros 7001W IIU IUA NIA IIG 9801De IUA IUA IUA IUA 682I09 885188 tf2o ros OAnctnn@T U00. ('Q 2k6 An010 C0plI lFl93i 700 t)>s 7B0IfA 6BO ms II its timlbs SIOIDs 6BO IOe 141A 7601bs 6801ae 1600"' t742®s OBelee 117D Na .I 4Anclne®0.45• MUr.O.C.IU4AP.MID.12P Alum. .4 IIIA IUA IUA AIIIA IUA NANIA IUA IUA tUA IIIA IUA 14M Be 1AteMr/F 9 106 Ds 105109 225 W9 44610e 822 N3 13610s 110 ®e 1T7Ite 37011e221 lbe 2B0106 2 Antlnn 1.16• IAIrt O.C1 F 0. 2A0 B»HIA IUA IUANIA 1D011nIUA IUA IUA 311 los 44225 E60 Ra Nut C: rum Imm urro.- a 11,... rna-1 FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5. FIGURE 6: M TABLE NOTES: ANCHOR GAPAGI7 T AV41/.7 l mcm l rummu- (DP ) X (ANCHOR CAP.,,o,•,f) - ANCHOR CAP.,,, `MULLION CAP.,,,,,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE jOPENING. 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 25 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 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 0.65. ALUMINUM SHALL BE 5063-T5 AND BE A MINIMUM OF .12fi THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (IS 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 410 3 012 ANCHORS INTO WOOD MAY BE STEEL,18-S S.S. OR 410 S.S. ?G z� 73 m 0 m m o F_ thaPl9dd6 NY LYNN ` 1 N0. 58705 FL P.E.# 68705 TABLE BA Mullbn Capacity Tabu Ibellt2) Oponlnp Width (forvardodt-spomirg imMons) OrOponlnp Nolpht(fothotl2ontalV-6Paminp.m0111 sob so In lob SOB Sao, loot 120 in 1401a 16013 1.26X3.25 Rwtan171tef loodb0 TIWTI a. Lad1q Raalanpuhr Locin9 TmpTdan9. Load. Ronnpuler Lee&* TopTNn9. Loedn9 RostenBnar Loodn9 Tmjrrmp Leedlg Rectin0ulsr Lee," Tioodan0. Lwdn9 Reol4n0ulsr Lag Tla)Vnwg, lnadho Raclalpuln- LoednO -Tm14r4ad9. Loadn9 Suter ReslsnS Lost, -Tmplfdan8 LOedlnp --Rectanouhr LMdnp Tfaprdow. - Loki., X.100 Alum Mullion B �. �. �. /2b 110.0 620 170A 435 170.0 7N 170.0 470 170.0 40 170.0 50a 170.0 992 170.0 619 170.0 Ilia 170.0 521 163.9 Ilia 110.0 621 127.7 f116 170.0 521 109b 1116 170.0 621 06.8 11f0 170.0 621 48b vco Too 170.0 621 170.0 SSO 170.0 684 167.8 91B f70.0 030 f18.7 9I0 170.0 061 130.4 070 170.0 817 117.J 978 170.0 590 8T.0 978 170.0 C60 0.1.8[,,a 170.0 880 70.3 078 I70.0 680 606261n 170.0 70 170.0 liB3 f 010 696 D0.0 631 160.7 927 170A Sol 131.9 B27 160.6 708 117.2 92T 169.1 898 f05.6 921 16aA 600 67.8 B27 168.3 695 7b./ 168A 695 BS.B 927 160.3 69b 61 in 170.0 707 170.0 012 151.E 850 170.0 691 132A 869 163A BB3 116.9 860 f11.8 ON /036 869 134.0 690 92.7 ago 129A 051 71.3 66B 128.0 652 60.2 f2B6 652 67.9 B09 128.E 652 60b 149.2 831 110./ 7/0 13S.J 820 f02.3 748 111A BOB M5 748 107.0 699 70.8 740 101.0 692 71.1 148 6a.6 68'1 69.1 740 03.3 Sol 51.2 93.3 583 44.8 740 93.3 682 03b f23.7 519 tall 077 113.2 966 884 677 100A 655 77.3 07) 91.4 SO 68.7 077 05.2 539 SIX oil 6I.0 ON b1.6 917 7t.0 6Y9 442 78.7 620 78.7 077 78.7 62a 60b 101.0 630 99.7 817 976 618 78.9 81T 66.3 609 67.3 517 MA 600 S99 eti 726 194 63.8 817 88,7 189 41.8 617 BIA /83 384 83.1 402 33.8 6f7 07] 4B2 72 In .O T405TV 4S0 69.1 516 14.2 440 59.2 US 65.2 432 51.9 510 50.6 425 48.1 616 64.2 419 41A 516 WJ 44 34.6 61B /BA 108 28.5 45.0 {05 26A 618 46.0 76b 70.6 408 %7 485 S26 39a 60.3 465 N.9 390 44.1 485 40A 3N 39.2 485 46.3 378 3b.2 465 42.2 37{ 29.4 465 3B.3 N1 26.2 485 38.5 384 2210 48536,Y 383 387to b 86.2 111 61J 976 48.0 111 50.E 372 40.8 141 45A 360 351 441 41.6 360 328 411 36.7 358 2L2 4H N.9 N9 23.3 Uf 33.1 9l8 20.1 4/1 32.7 Nb 00 in 42.4 332 42.8 332 37.0 289 30.3 332 32.3 28/ 20.6 33t 26.6 2W 27.8 J72 20.1 216 21.2 332 24.1 272 17.7 932 21.2 248 16.E 332 10.0 262 13.30.7260 Bab 36.0 2B1 96.9 29f 30.9 25B 26.0 2% 2B.i 262 21. 291 27.6 24B 19A 291 21.9 2M 17.5 291 19.8211 14.8 29f108In 24.8 230 26.1 t 130 41.1 205 17.6 Y70 10.3 201 16A230 18.2 too III In 22.6 218 23.1 218 IBA 18d 10.2 21B 10.E 191 141 216 NA 188120b 11.9 167 16,2 107 16.3 187 TABLE EI5 AnahorCa aoltyTablo(Iba Subslmts: 2.71; Concmte 36k Cono. 11"WU I"CMU I PT I Metal 5It6' Elco 1I4' BS E100 N16' Eloo il4' S8 Eioo 810 Steel #12 Steel 012 Steel nnchorTyw: 31fe EIcol6rec0n fld ELrol9Bncon Uawon 3118 Elwlmmcon 1f4 EIaaUOmom AWGGdM UUMM AcWeGalof Scmw(05) Scmw(G5) Sama(G5) An4ihorCllPPeftems E6Pe OISUnoa 9nj: 1• 2.1f2' 1• 2-Iw 3d18' 1• 2.17r 1• 2-In' r 3-118' 2• 0.48• 0.54• 0.324' EmbadmeM 1.314' i-N' 7-TV I V4• 2' 1.114' 1-114' I-IW 14fV 1.111' 1.1l4' 2- I-Wr 14V fades 2 AMlom 4J 4.15• Min. QQ I SlendaM 0rO84et QIP (Fig, 1Y 3901M 3001M 4501 690 lbs 1644 bs 210lbs 280lb3 3N Inc 1401m 374lbs 584 Inc 040 [be 3416s 4421M 560IM 4 AMhm@j.15'Min. O.C. 16undard(orlmsl0 C0p(Flp. 2k 4501m 7001bs WA WA WA WA 3600m WA NIA WA WA WA 682 b3 5531M 1120 bs 11201M 4 AnehM G 3' Mln.O.C.I (212'16A;HM UIPsl tr -4 7BO Inc Too too 690 9m 1560 ba 10901bf 640 the 650 ba NIA 760 me 7481M 860Ibe 10921M 682 bs 8851M 3 AMghmQ0.64,Min. O.C.IU-00. Inlo.100' Alum. (Fig. 4) WA WA ILIA- WA N!A WA WA WA NIA WA WA WA WA WA 2211M 9501M 280 bs 1 Anchor) FCllp (Fig. 6k ies in 195 bs 225 F. MS tM 8221m 1351M I401M 177 bs 370IM 1B7IM 3321M 4730n 1701M 2Anch0m 01.15' M81.O.CI F-CIIP (F19.6 240 Its 35o wa WA WA I NIA I ILIA I901M I WA I NIA I WA WA WA 341 be 1 44211M I Sao im FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST • • • • BE USED IN PAIRS. FIGURE 4: FIGURE5: FIGURE8: M •e TABLE NOTES: ANCHOR CAP. (DP-) X� )_ANCHORCAP.- MULLION USE THIS FORMULA TO OBTAIN THEANCHOR 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 26 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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 0.65. ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF .100' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126- THICK AND An ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, #10 & N12 ANCHORS INTO WOOD MAY BE STEEL,10-6 S.S. OR 410 S.S. 1.260• 3.260' .100' 1.26'X3.25X.10' MULLION oN'( LYNN Mid � ' tto. 58'706 •' � ,� 73 S 'ATE ' OTC '•• FLORIOP.•'��\� ,s/ONAU A. LYNN MI 1111 P.E. FL P.E.# 68705 I AIJLE IUA Mullion Capacity Sehte (Ihe1Bt) -Opening Width (forvadicalyspernirlpmldlors)orOpening Haight (forhod7arielyspenningmullions) _- 601. 601m loln 601n 9011, 1001n 120 in lloin 16012 116K316 R.I.ipthr Loadutg TnpMbng. Ladbg R.d.ngul.1 L-11mg TMPRd.ng. Lo.d'm9 ReclanpulIn LadlnB TF1 no, Lo.dfq R.tnngulst Loaft Tnplfd.nB• Loading Rutanplar Laadi.9 Imming.' U.&V R.CUNWar Lc.ding TuplrAnp. La4dinB R.clangal.r Lud'aig Tmpffilm. Los Mq R.d goof Loading T/aprfd.ng. to.sng FUtnn2drt Laafnl Tnp101ang. lalding K .02! Alum. Tub Mullion . ' U .. �, 3 •>i S� n ., U $ U ,E k�• U •§ U •�'.. �� 'j '� U 'TU.. �� u a 'C U 'C 4� U $ u � � ua 4- u �.-, �� Uo a U 9.. �. u .0 U .�.. Do S '�'., 8 u •�.. '� 3 §'., u� •§' u $,. cgi@ � .11 3� �� t3 'e •$ �t I g •�.. 42in 170.0 620 1/0.0 435 170.0 744 170.01 418 170.0 g66 110.01 606 11o.0 992 17o.0 6f9 t10.0 1116 170.0 621 170A 1240 170.0 621 110.E 1468 110.0 621 170.0 1135 170.0 621 170.0 198I 170.0 621 "In f10.0 708 170.0 624 17" B50 770.0 694 170.0 B92 170.0 630 170.0 1133 170.0 661 170.0 1216 170.0 677 t70.0 1411 110.0 650 170.0 1700 170.0 680 092 1979 110.0 610 148.6 1972 170.0 680 50.626 in 170.1 7d7 1T0.0 663 170.0 898 170.0 831 06.0 INS t70.0 6B1 110.0 1195 170.0 F723 170.0 1346 170.0 741 00.0 1494 170.0 In 170.0 me 170.0 766 152.6 1"? 170.0 166 133.6 1811 170.0 766 641n 170.0 797 110.0 612 170.0 956 170.0 191 170.0 1118 1TIA 761 171.0 1276 t70.0 803 /70.0 1431 1".0 837 INN 1691 110.0. 066 156A 1769 170.0 661 U4.1 1769 170.0 861 1173 1769 1T0.0 861 601. 110.0 lag 170.0 701 f70.0 1063 1T0.0 797 170.0 1240 170.0 Big U0.0 1411 If0.0 SN 161.1 1611 170.0 996 145.0 1511 170.0 1013 120.8 1611 170.0 1053 103.6 I51f 170.0 lost 90.6 fail 170.0 lag] 631n 170.0 930 Ir0.0 745 1".0 111E 17o.0 ago 170.0 1302 170.0 SID 165.6 1370 INN 1016 139.2 1310 170.0 ID74 1263 070 164.0 1092 10L4 1370 166.9 1072 89.6 1370 166.3 1070 78.3 1370 165,3 Will 6610 170.0 97/ t70.0 789 170.0 1169 t70A 903 165.6 @1B 170.0 1012 176.2 1218 1618 1017 121.1 12d6 1/1.1 180D IOD9 1218 139.0 989 80.0 1218 17DA 978 71.6 1248 1M.0 916 60,1 1240 129.0 976 7210 I6T.6 1079 1r0.0 878 139.8 1049 160.2 892 1198 1049 132.1 B76 10I.9 1619 119.1 B60 932 1019 109.7 Ode 07.9 1049 102,7 078 69.9 1049 013 825 69.9 I019 87.2 020 62A 1019 91.1 820 S 7fi in 112.7 W1 I{9.1 1Y2 118.9 941 126A 805 101.9 911 1112 M1 0B2 941 tOD.O 77T T9.7 911 91.7 766 71.4 4t1 05.6 761 69S 911 11.8 711 6L0 W1 74.0 737 41b 911 773 736 132.0 89I 137.0 76) 110.0 094 11a.9 707 91.3 sm 102A 153 02.6 691 91.9 140 73.3 694 84.1 730 66.0 694 74.3 721 65.0 894 10.7 707 41.1 894 67.0 701 41.3 844 68.1 898 85.9 611 BBA 696 71.6 671 7l9 685 61A 6/1 653 616 63.7 671 60.2 668 I7.7 671 629 Ede {7.0 611 {BA 651 35A 811 13.1 639 30.1 671 39.7 671 26.9 11 10.8 590 T2A 627 69.0 690 81.4 618 60.6 690 63A 609 41.3 690 d7.6 607 39.3 690 13.0 49! 35.1 690 79.6 488 29.fi 690 31.7 417 26.3 690 31.6 411 27.1 690 29.8 4W F-71i 49.1 166 so.* 42I 41A 168 d2.8 411 35.6 166 37.1 {OB 31.1 466 32.9 402 27.6 4D6 28.7 396 24.9 466 21.1 791 20.7 466 23.6 302 I7.B 466 21.2 376 166 166 19.6 370 {6.8 {41 16.J {OD 38.2 Al 39.3 393 323 441 34.1 387 18bMI 30.2 392 2IA El 273 318 22.9 441 2A.!' 372 t91 441 21.6 363 ISA 441 19.3 356tt.3 Q1 17.8 351 38.3 370 36.9 344 30.2 37B 31.0 339 25.8 379 269 334 72.7 778 2].7 329 20.1 316 21.3 326 10.1 71a 19.6 321 16.1 7iB 16.1 314 21.0 262 21.2 242 1 479 999 170 1 222 15.0 262 ib3 238 TABLE TOtl - AnohorCepeolly Table ([be) .%V..Ia 2.71100mrte 351; Cant. I Hmow C81U I FGeOCIAU Prwow Mdd N18• Elto 1/4' SS EOo UHr ElcO yr Ss Elto 010 Sled 012310el 012 Simi i)p0 yt6•ElcO UBtam U4'E7toU0ncon UOrdton 311V Elco Ulncc3l 1/d•E'koUBreton AgD'eGdW UXlecan Ag)m0olor Scmw(G5)8cftW(fi6) Stmw(G5) AneborCllp PatientsMtOar 1• 24t2' I 1' 2412' 34M P 2-VT 1' 2412' Y 1 3-I0 1 2' 0.48' GBr 0.224' gslerca Emtte00ef1 n 13/4• I 1_Ir 2' 1A14' 1•Vr 1-1/4• 1-v4' 1.1/4• 1.114' 2• 1.319• I'vir tangs 2AnthOrSG470'Iano.C.IslafdamorametCep(FIp. 1) 300 Es 1DS ea01a9 1511 to s54 Ns 74oltn 374w Ii61106 BI6 R8 31t ID9 44z a8 B01Its 480 Ds fp tVA HfA 14fA IUA ILIA IUA tVA 602Ns 8B5ID3 12St On 4AMtM03'MIA. O.C. I(2) 2(5 ArAleGOp9 l tFig. 3) 7a0 os tog MIMARIA 1660Itb 10MIb1 1270WN2� N/A 76Oi!2 748 rm 080 me 1892%3 Wins e65 me Re 950 ft3Arcroa®0.54•Min. O.C. 1041Dp, Into.100•Alum.HIALIA IUA HIA B221os IUA inure IUA 3701b1 11/A f871Ds IUA2BO 3321ot 4I3 tm t701os 2211m toot 2B0 ms Alclar/FC (Flg. f860s Us 445lb0 HIA IIU 19010a N/A IUA IUA IUA tllA 311 tDs 4421ht r60 f61 2 AnetsxeQ l.t6'MIA O.C/F .6T 1A0 m9 IA IUA FIGURE 1: r_ FIGURE 3: FIGURE 4: FIGURE 5: • ® e FIGURE 2 0 •0 • • FIGURE 8: [L-IS* ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: nlrunmu- =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE•ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLIOI 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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 0.65. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 d #12 ANCHORS INTO WOOD MAYBE STEEL, I" S.S. OR 410 S.S. 1.250* 11ero3PsI. ael Contrn /1111111/ 3.o t210* u Q•: t \ T1 No. 58705 x 4• • • STATE OF E ., 1,26'X3.2b'X.824' S'S/ //ONAI. ,.1 MULLION A. &U1411JIILIL� P.E. FL P.E.# 68705 TABLE 11A �_ Mullion Cap eoByTable (IbalRr) opening Wdth(forvedic99y-wivilit M"16r&)cFrCpenlnOHalght(forhodiolieAyspanNfgmUHons) -- _ 601n 101n - -70 fn go In BOU to In ' 120U 140In 1601A ReCUIN Trep(rdult. RKtgdu TwAli-np. RulwBolar ToWduq. Ftf-I polar Treyrden8• RtdangCU1 TnP/rdmil. R4dendu Tnpfrdmg. Loading R-I potu La.dq Tn1Vrd+nB• Loodin9 Ratungntu Lmding Tnp?deng. Letdln9 RuungWt LdedfAg TnpTlug. ICnding 125 X3,94 Lording Loodlnp loading Lo+&np Lotdtng Lo+dnp Lotdap Larding lo+dap Ln+din9 Landing x.82A �€ C Taal Mu01ond 0 s�, �� R f 4 Q Q Ra oo�1 to -ta ka 2 S' o g ak 170.0 435 170.0 744 110.0 478 170.0 SSG 110.0 606 170.0 992 I70.0 09 170.0 1116 170.0 921 110.0 1240 170.0 621 176.0 1408 170.0 921 170.0 1736 170.0 621 170.0 1933 110.0 521 421n 170.0 620 170.0 621 110.0 050 110.0 604 170.0 892 170.0 670 110,0 1133 170.0 661 1".0 INS 170.0 677 110.0 1117 110A eta 170.0 1700 ma.0 650 110.0 1983 170A 680 1T0,1 228i 170.0 6B0 481. 11.1211, 110.0 170.0 700 741 170.0 643 170A 196 170.0 631 170,0 1046 1T0.0 684 110-0 1195 170.0 72] 170.0 13d6 170.0 747 170.0 14M I70.0; 766 170.0 1793 170.0 7S6 170.0 2092 170.0 766 170.0 2391 170.0 768 6J In 170.0 797 170.0 612 17o.0 SSG 170,0 891 170.0 ttt6 170.0 761 f70.0 1275 110.0 003 1T0.0 1434 170.0 137 170.0 1597 110.0 858 170.0 191J 170.0 881 170.0 2731 1/0.0 e61 16a2 2J07 110.0 861 gain 170.0 885 170.0 701 17U 1087 170A 797 170.0 1240 170.0 ale 170.0 1417 1T0.0 914 110.0 1694 170.0 098 170.0 1171 170A, 1033 170.0 2126 170.0 1063 U/3 2187 170A 1063 129.1 2163 1T0.0 1063 631n 110.0 930 170.0 745 110.0 1116 170.0 B60 170.0 1302 110.0 910 170.0 Ins 170.0 1016 00.0 1673 170.0 1078 170.0 1259 170.0 1122 1S63 2060 170.0 1169 134.6 2060 170.0 lilt ttt7 2060 170.0 1171 170.0 974 170,e 789 170.0 1169 110.0 1361 170.0 1002 1I0.0 155E 170.0 1016 110.0 1153 170.0 1165 770,0 19I8 iTOA. Ytl0 1{7.0 1966 110.0 1216 122.8 1986 170.0 i286 IDL2 19fi6 110.0 1286 661n 72In 170.0 tOW 170.0 070 t70.0 1276 110.0 R08 110.0 1128rl-A 1228 161.1 17J1 170.0 1315 178.7 931 169.8 1386 116.8 1134 155.9 1761 99.1 I714 160A t752 86.7 1734 1502 1352 0 761n 170.0 1122 170.0 937 170.0 1346 $., 168.E 1656 1T0.0 1209 12/5 tli.l 1656 161.6 t266 1f73 1SS6 141.3. 1261 183 1556 128.312N 04.2 1656 12L3 12f9 7J.7 1658 121.2 1216 t01n 170.0 116t 110.0 987 170.0 13of 166,8 1/71 169.3 12l6 TI-M.2 1221 12t.2 1477 139.1 12" 109.1 1{77 1293 i191 90.9 1471 1i8.8 1169 77.9 A77 110.9 t168 6L2 1/A f09]901n 112.0 11f0 110.E 9t6 11t.1 11f0 IOt.6 11f0 f07.9 951 936 78.9 11f0 81.6 !22 71,0 t110 80.7 9f0 69.2 t110 71.7 891 60.7 1110 66.6 978 41A 11f0 96in 1f7.0 915 120.3 812 91.5 976 101.6 058 83-6 976 88.3 eJ2 732 976 78.6 B29 65.0 976 1I.2 t17 69.6 9T6 65A 907 48.8 976 67A 789 {f.e 976 62.3 716 38.6 976 49.3 767 login61" 8l 171 81.0 698[g7 70.7 885 60.1 771 81.7 07/ 5fA 771 64.3C131 771 49.0 665 41.1 771 44.9: W1 31.3 111 30.9 632 29A 711 36.0 621 251 711 32A GO 770 713 fi61 65.0 860 61.1 T30 66.7 6f0 41.3 730 49.9 730 15l 614 71.6 730 35A 60073028.6 6B1 III In 1201n 76.1 69.9 624 61.0 569 112 ale 41,8 624 41.3 652 ]7.5 624 30.2 62J 353 637 30.0 624 32.2 63f 26.0 62{ 21.7 619 21A 624 243 609 I8.7 626 22.6 601 f111n 7t.7 d37 35.1 IQO 29A J95 2A.8 /37 26A 79g 21.7 4J7 Ye.d 1]3 20.0 381 11.3 133 iBR 3l6 TABLE 118 Anchor Capacity Toblo(Ibt) SW>strata 2.7A COMM8 3.5%l:pK. Hdlow C74U Filed Ct4U PTW000 Mdd f910• EteO 114.88 FJt0 6/161E1d0 U4' SS FJto Castled M1281cel 012 Stea A1KborTypO 3'1CFJcoUOra:an OPEkoUlUOcon UBracon 3'16'E1t0Mfat0n UI'FJcoUNacM �VEOROr U0raz0n A99MGVIw SCMW(06)Screrl(G5) SCra+7(05) AnehorClipPettOrrie 1• 2.1rr 3-iff 1• 21/r 1• 2.11r r 3.1fir r O.dB• 0.54, 0.324• EOgS ps19t1co4nY FinacOnml n 1• 1.t11' 2-ilr 1.N4' 1314• IA'4' 2• t-•14• 1-114' 1.114• 1.114' 1-1//• 1.114' 2' 1-98' 1O/e' vales ' 2 AneWS Q 4.76• Ia19 O.C. r 81ar10aa Cf Met UP1R0.-V 3001. So kB 4A abs 090 fos 166/ 1bs 2101b6 200 as 3511W 7401ee 37t 108 661 ¢0 9t6 N0 3111tH 4d2 Re BeS k9 66010a 1120 D9 4 Ar000rS�1�i6'Mirt O.C./91u10010 (af Ot8e1)CIP (Flp. 2) 4WIbs 700100 IIIA IUA IUA IUA 3 Vm IW tlrA IUA 7601b0 IIIA 74B tbs IUA eBD kB IUA 1Bfa2 Wa 6B21b7 682ID+ BeS lfm 1120103 4 Arctn0@3'IAIn. O.C.I 2c6 Acgk CIIp17010. 3Y 780Ib6 7�p9 600 k1 16B0 ke 11190IDS 1i401tp 660m IUA IffA IVA IUA IIIA IUA 1267Irs 4Arctm6®O-Wt In. O.C. I ULip. Info-1w Af V-9 IUA IVA IIIA IUA 1450a RIA ezzm HIA 133lbs IUA 14OMS t11A 177 Ds 3701ta fez lbs 332 f06 473US 170Ibs 2211Is 2601tS tArcMfl FCep01a 5T 5951M 1951b1. z251b6 IIIA IUA IIIA IUA IUA 311Ias 142 k6 6CAIDs 2AntM16®1.i6'h1Irt O.C/Fi'Ap q. 2d01bs 3001Ds IIIA IUA IIIA IIIA 1B0IOe FIGURE 1: FIGURE 2: r-0 FIGURE 3: FIGURE 4! FIGURES: Ie ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: e =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OFTHE 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .100' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S. OR 410 S.S. 1.25• X 3.94' X.624' MULLION 9Y Florida ``11%IIIIIIIII/// ��•C�'�''��cENSF'• �F9 � 15 ZATE ; 7jll l71 fill"11 A. LYNN MILLER, P.E. FL P.E 1! 68705 I At1Lt IZA Mullion Capacity Te61e IbaAl2 ------- - ----OpeningY9lllh(ror_var5cely-5p9mlrg.m11ll9ns)orOpaNnOHalg Ill (InrtorizaNa*SP8mI1gmillions) SO In 80 in 70fn soIn goon loop 120 in HOIn --- - --IWN -- Rnewgutx Tapndeno. Radangtner Tfop7mana ReelmliAsr haplT4enp. ReetsnpdaI Tnpfinenp.VOI 7teyi4mip. W.Dodar Tlapmanp. Reclenpuier Trep7T8enp. Retlenpuly Loa0n9 hepvrsana fAudnB Rxten9uW Lo4dlip laoR4enp. LOadnp 2x41c.26 Lo'dn0 11.004 Loadng Loading LA8f4M Lwdrg Loadnp Lwdn9 LOedip Loadnp Loading Loadnp Loednp um, �Mullion�421n 170.0 02D f70A 435 170.0 744 170.0 470 170.0 868 170.0 am 170.0 992 170.0 519 17MO 621 170.0 1240 170.0 621 170.0 1468 i70.0 521 IT0.0 1735 170.0 821 170.0 19b3 170.0 621 40U 170.0 708 170,0 621 170.0 850 170.0 6a4 170.0 B93170.0 870 170.0 1133 170.0 WI 170.0 877 170.0 1417 .170.0 680 170.0 1700 170.0 680 170.0 1653 170.0 6W t70.0 2267 170.0 800501261n 170.0 747 170.0 563 170.0 sell 170A 631 170.0 104a t70.O 684 170.0 1195 170.0 723 170.0 747 170.0 1494 AT0.0 786 170.0 1793 t70.0 760 170.0 2092 170.0 758 170.0 2381 170.0 7W 541a 1TO.0 707 170.0 612 00.0 950 170.0 691 170.0 111e 170.0 754 170.0 1276 170.0 603 1T0.0 1434 170.0 837 170.0 1594 170.0 0W 00.0 1- 170.0 W1 170.0 2231 f70.0 a81 170.0 2650 170.0 a61 Coln 170.0 065 170.0 701 170.0 1063 170.0 7W 170.0 t240 170A 075 170.0 1417 170.0 044 170.0 1524 170.0 W 170.0 1771 aIMO 1033 170.0 2125 170.0 TOW 170.0 2470 170.0 1W3 160.8 2880 170.0 1003 831. 170.0 930 170.0 745 170.0 1116 170A 850 170.0 1302 17U 940 170.0 1468 170.0 1018 170.0 10T3 170.0 1076 170.0 f859 '170.0 1122 9T0.0 2231 170.0 i1W iW.7 2637 iJ0.0 11J1 HS.B 2a50 170.0 1171 709 170.0 1109 I70.0 OW 170.0 13H4 170.0 IM IM0 16SO 170.0 t088 170.0 1753 170.0 11S5 170.0 1046 170.o 1210 170.0 2338 170.0 1276 15t.0 2437 I",D 1236 132.0 24V L70.0 1280 Wtn 170.0 074 170.0 170.0 14W 124.8 Z104 170.0 1820 109.2 2101 170.0 1630 a 1214 170.0 1083 170.0 $76 170.0 1D5 17Q0 1009 170.0 H88 170A 1128 170.0 1700 170.0 1228 170.0 1813 170,0 1316 170.0 2126 170.0 1387 145,8 2104 9 1080 170.0 1670 00.0 1209 170.0 tT94 170.0 I= 165.1 1960 170.0 1421 148.6 1960 170.0 16W 123.8 IM 181.9 1648 106.1 1960 154.0 1533 929 1f160 ISW 1531 76 in 79In 170.0 170.0 1/22 1151 170.0 170.0 037 907 I70.0 170.0 1346 ISM 170.0 170.0 Ilia 170.0 1511 170.0 1260 1711.0 1842 170.0 1389 152.7 1551 170.0 1474 137.4 Loll iW.l loss H4.6 1661 147.3 1473 982 1861 139.8 1460 86.0 tool 137A 115/ gain 170.0 U211 170.0 1144 149A 1398 150.0 12t9 127.0 1396 138.0 Ilea ttt.a 1398 12t.3 1170 20.4 1398 1102 1182 69.6 1395 101.8 1147 74.6 1398 89.6 1122 03A 1393 52.7 L106 55.9 139a 70.9 tOW OBM 147.4 1228 161.E f09a 12L9 1220 127A 1079 105.7 1229 111.2 1W1 02 1279 949 TON 81.9 122E 89.0 1029 73.7 1229 82.4 1018 61.4 1229 72.2 09) 52.7 1229 85.0 977 46.1 122D 621 967 971 89.0 862 74.0 971 77.2 840 81.7 •71 68.4 637 87A 971 61A on S1.8 971 W.5 016 /3.1 071 49.0 788 37.0 971 44.0 Tat 32.4 971 {0.0 711 1WIn 103.E 871 tOS.a a77 80.3 HOB 60. g19 029 704 610 919 58.7 764 47.7 019 51.0 774 39.7 010 1/.0 768 91.1 BIB 40.R 7l2 29A gig 37.1 T32 III in 05.4 019 97.3 832 70.5 62.9 919 768 81.9 01.5 8" 705 68.1 63,9 gig 768 70.9 69.6 a98 47.2 lea 14{ BBa H.9 Ida 41.1 877 37.7 786 146 688 31.6 7W 31.0 857 27.0 78H 31.0 041 2J.8 780 28A 671 120 to 76.6 788 78.0 716 31.2 61a 3fA {9L 27.3 610 2a2 486 24A 646 28.3 /79 21.6 610 '72A 474 10.2 648 19.6 /61 15.8 8l6 172 465 13.7 84a 18.6 410 I/lN 43.7 64a N2 E04 341 548 37.0 198 TABLE128 81AtOBtd 2.7K Mnen" „v, vuYuw,. Mcwc. •u..,w ....• Ho0w l7,tU FRe8G.1U PT Waco Meld 11111 EICO o• Eko V1' SS FJco A/O SIOtl 012S10e1 1112 S1m1 AnlIW jW W161Ell. Unreal 114-EROUB®ton unlacal W16-Eko utimeal 11recoumcon MCcn ApplCCida SCRN(G5) Scttiv(GS) SLrfW (85) Anehor Clip Pattam• 2-Ur 1' 2.1I2' ever 1• 2-tlr 1• 2.112'3.116' r IAW 464' 0.324• Edon a5tbrc500l Fmlkdnmf nI 1' I:1141 14'4• 1-314• 1074• r 1•114' I-V4• 1.1r4' 1414•i-114• 7 1-", i3i8' vdles MOM g 4.76' Bert O.C. I SteMard oCOBet Cgp (Fip. 182I 93010s SOD Re 4W Ins 07010n 181f ®8 2T0 •s 2W 1ffi 35f Ins 7401088f ff IDs 016 ke 31t A9 442 60 Jul 4 Amhm02.WI.Ifn O.C. I Blondlra WOfheO Cnp(Rp. 3I 740 the UD I0s 630Ibs 1405Ins 1424 Ms IIIA 5W Im fl/A W5kaoo Its IVA W21ns 8851ne ft 132708 12-0F 11201bs 1r43DIW BAKhors®1.7t'MIn O.C./8landanl (a Olhel CB 040 BBS Mf 80I 768ID9 1m Ee HIA IIIA 706109 NlA 7B91LaWA lbs fUA iBA2tba 792210a W21ns BB61ba 712DRa /AnCNa®3'din.O.C.f (2)215Afgle / a6T 7WIDs 7 is 6W ibs 15M Ins MISS el01Ds 6W Ns I1/A 7W1o0tq 13-2 bs 2696 ko 102210s 73270a ISM IN BArctar7 ®3,L1M.11701DS 1t7059 1D2010s 2VA me 28f4Ibs e1 st140 lUA t1/A tUA 1073 3AJ 1.3d'GN.O.B.fUCAp, Into,t26"Nu1n. lFta 7l WA IVA IIIA IVA IVA NIA IUA IIIA WA 11. IUA IUA 21 me 6Arcton 4it 0.61.811g.O.C, C ,In to.M5' Alun.(FI➢. HI IIIA IUA NIA tVA tl/A IIIA IUA It IUA RIA - NIA !VA IIIA 9111b4 4421ba ibs 2AMMn ®288•EUrt O.CI Fcv0 Fir 9I 3mms 3701ba sib Ibs 74910e 712I09 IIIA 2W ka N/A SIBIDs NIA 440 ths IVA 6111D4 6Gl ka 810 6f0 ®a 3Afrftfs@ 1.711 Min. O.C.f F42 (Rp. 101 443 lbs 5251bs 370lbs 0/D ID9 NIA NIA 3531b1 IIIA SODIOa IlU IUA IUA NOTE FOR THE OFFSET CLIP, USE THE e7AME AN;,HUH rAr 1 enn FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 8: • • • • • • • • • • FIGURE7: FIGURES: FIGURES: FIGUREIO: ANGLE CLIP MUST BE USED IN PAIRS. • .• M. E. �.�CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. wn ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULU% 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 480. WOOD SHALL BE PRtSSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICKSTEEL STUDS TOBEAMINIMUM GRADE 33AND.045'THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 6 S12 ANCHORS INTO WOOD MAYBE STEEL.18.8 S.S. OR 410 S.S. 2' X 4' X .25' MULLION Am C!x;M ONy 1.11nv 41/� NO No. '•. FOP' I �Y No.68705 $IATE D .1 1 LUG =4L1 ' S/ 0) Al- q, A. LYN(VIMIt� ER, P.E. FL P.E.# 58705 TABLE 13A MulBon Capacity Table befit: - - -- O oningW(dlh(fdrwrBCDfyspnmingnilai0 a) - poningHeIght((orhodmnl9lysp4mirgmUAons) 901n 60M 701n 8013 gain login 120 in18010--- - Rxlanpdar Trep/Tdong. Raclaft0dr TrepWan9• Recimoalar mail done. Raclalrydar 7mprM.n Raalea0dw Tmp7(denp. R"UnatIC TrLalinn0. Raaoft Tm{JTdng Cooing (oadn0 Raoadnilar 1mdn0 ad� LoadnP DC1119 r TLoarapdmil 2x8x.25 Losing Lond00 LaadnO LoadnO LoadnO Losdlq LaadnO Load00 LoWft Loving LoadnO LoednB Alum. Tube MulBon �&r9f3`�g�(P��8 3 $� a =d g 8 rd ggS� F �� e 8 a >L 1 v. D o �8 z gg to $ 8If8�1 ell �.. s s d d` id` s@ 1 d� t5 O`) A170. 21n 170.0 On 1T0.0 da 435 t10.0 744 170.0 476 170.0 888 170.0 5O0 170.0 992 1T0.0 51P 170.0 1118 170.0 521 170.0 1240 17a,0 521 170,0 1483 170.0 521 1"-a 1735,0 1P83 170.0 52148In1TOA 708 170.0 524 170.0 a50 68( 170.0 OP2 170.0 630 .170.0 8M 170.0 1275 170.0 077 170.0 1417 170.0 Om 170.0 Vag 170.0 860 170.0 1883 .0 2207 1T0.0 880 50.%5b1 170.0 747 170.0 58.1 170.0 US 631 110.0 iMe 170.0 94 170.0 INS 1T0.0 723 170.0 1145 170.0 747 170.0 1494 1".0 756 170,0 1703 170.0 T50 170.0 20P2 t1a.D 760 170.0 23P1 170.0 76B all, 1",a 7B7 170.0 812 170.0 B58 rl .91 170.0 754 170.0 12r3 170.0 603 170.0 1434 170.0 8J7 1BOM 170.0 4 17001003707 170.0 eye 170.0 1417 170.0 0A 170.0 1594 170.0 00883 W17.1110 146a 170.0 I015 170.0 10" 110A 107a68M in i70.0 930 40.0 745 17o.0 1118 8W 170.0 MO 170.0 974 170.0 76B 170.0 1189 17D.0 903 170.0 1002 170.0 1558 1700 1MB f70.0 1276 170.0 100B "all 1f28 170.0 I700 170.D 1ZZ8 170.0 19f7 170.0 1316 170.0 2126 170.0 1387 1T0,0 2550 170A 148a f70.0 2D75 1T0.0 1529 170,0 WOD 170A 1530 721n 17- 1083 170.0 Ma 170.0 17(A 1318 170.0 Into 170.0 1570 170.0 t209 170.0 1TW i70.0 1322 170,0 2018 170.0 1421 170.0 2217 170.0 1505 110A 2682 170,0 1829 170.0 3110 170A 1a94 /70.0 3589 170A 1705 7a In 170A 1122 170.0 937 170.0 lite Oak tali 170.0 1250 V0.0 iM2 170.0 IWO 170.0 2072 7T0.0 1l74 170.0 2302 170.0 1584 170.0 2783 170.0 1700 1T0.0 3223 1T0.0 1777 170.0 SBW 170.0 1708 lain 110.0 170,0 1161 132D 170.0 170.0 11"Lt770.0 11M 1381 159/ 1T0.0 7328 17DA 1659 170.0 t/9a I70At26501 itC7 1T0.0 2391 170A t793 t70.0 2858 110.o t81D 170.0 little 170.0 2125 158.0 W13 170.0 2273 130.5 340 170A 2301 Win 14t7 1T0.0 1232I700 770.0 1434 170.0 1883 17.a i8T2 170.0 17W 1T0.0 2550 170.0 1952 170.0 283J 1740 20D5 1a40 3to9 170A 233D f37.1 31PP iIZID 2470 120.0 3199iSB.i 2128 Pe to 170A 170,0 1870 170A 2078 1nt.D 27Bi 170.0 2271 148.3 2781 18L8 2331 t2S.8 27D1 140.4 22a1 105.9 2781 126.8 22M 02] 2781 1140 2180 f0ato 170.0 1594 170.0 1/0B 1013 170.0 /M7 170.0 2231 aP3 I7a.0 VW 170.0 2149 151.e 2632 ail 2245 138.0 2832 148.4 22ta 113A 2832 128.4 21DB 97A 203: 115.1 2128 85.4 2832 t0a.3 20091201n 117 kl 170.0 1830 Vale 145/ it100 170.0 1700 170.0 164A 229 15P.0 ION 13S.1 1981 120.1 2252 127.2 t93a 108.1 2252 118.1 191S 90.1 2252 99.8 1872 772 2252840 1D08 07.8 2232Bf.i 1808 170.0 1771 170.0 7566 Z125 170.0 1659 1407 7a2 139D 89.6 ISM 72A 1373 82.8 1581 65.7 4358 52.1 15nt Sa.O 1330 M.7 lfint 40.2 1305 39,7 16W M.4 1287 144In 125.1 156{ t20.8 1445 168f 100.1 1425 a8A 16M 01.6 TABLE138 8obslfal 2.7k Conorata 3.6k Cana. HOWOCMU FNedCMU PT Wmd o UT 88 Eko 5116• Eleo V4' 99 Eko PI081ee1 N128kc1 MryPe 3116 EkoUllrscon 1(!•EIooUOneon3/18 n Ek•IAtreaan 1N'EkoUitrecm APOnWetar, Ultnoon ApprcOelor 9orDW (O6) 8ernv (OS) Anchor Clip Pa(lom• 21W 1• 2-1n• 1• 2•IQ• 1• 2-lir 2• 3.11a' r 0.46• o.64• Edp Distance flay. EmSedmenl nT 1• 1-Y4• 1.1(4' 1Jr4' loll•1-11PEWA 1.1r1• 1.1r4' I-1I4• 1414• r I316' t•3/6• 2Anchwa®1.76 MIn.O.C.(81eMard or O05ot C0Pffq•182): 390 Wa J9010s 450 Us 890lbs s 2701Da 354Iba 740 Wa374ib9 iW lbs OlW M11W 412Ib9 8851MBAnohm01.71- I Anohan®4.BB•MN. O.gr6UlWnd (erO8ao11 COP (FlP.3p7800as0a016517mIDfs 540 fDf 70S IDS 1/BOlba 7481he 127216a fa021W WA fi6210f 1383lbs 1770lbs Min. 0.0. 18fanderd W08so9C6p ffq.1I 11601bs HDO lbs 1010 lbs 25051bs WA t WA WA f05.5tbe 7001W WA 7481bs WA BBOIW 18021M 602165 8B51b0 1(aohan 40T Min.0.0.r(2)2k5Anp1•glps!(Fq. 6T 7m lba 15m lbs a 5/01W WA 15201M N9BIba 17601W 37ntlba 130J@s 1770 ma BAneMls®3•MIn.OA.r(2)2t6Argf•CBpa/(Fl9eT i56010a 3f20 ex s fOm Wa WA WA 2WSIba2a511Ds 12Arohwv®1.6'DOn.O,C.I(?72k6 An010 pips (fflP•77 iB80ibs 3780@s WA WA 150010e WA WA WA MWA.A WA WA WA WA WA WA 912 Stad Selow(05) ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X (ANCHOR CAP.,,u,,-) _ANCHOR CAP. - MULLION CAP.,•o",,,� 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 AnoMrv®1.34•MN. O.q r11431p, into .125•AWm.(FIP, BT WA WALLgIAWiZS'Alam.(F79.9pWA WAWAWA WAAWA WAWA WA2AncDae4.88•F9n.ClF47ry(Flo.10k3801bs 600meDs 2TOIb•1D5IArwhmt.71•MN.690ma 120E Iba WA 4701D5 WA 53310a WA .WA WA O621b• 885100 1120 m• .260' /, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 1FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10. FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON • • • H •M M LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000' •3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS • • • • 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • • • 6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6AND BE A MINIMUM OF A25' MUST BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO • • • • • • • • PAM N BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2• X 6' X ,25' THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S. OR 410 S.S. MULLION 0 ''• L �S Ao •� S ATE FJ� A. LYNhIruIIP.E. FL P.E.A 58705 I At3Lt_ 14A Mulgon CepacIty Table IbeNt° _ Oponln0 Wtdth (forlerBraUy-spaMng mtlton9) or Oponing Holght (for hod2 ntetp•sp0 Wlg m1111On9) Sol. W "in BON so in lain Min 1401n 160N Rmlarwler Tr".16. Reelan9Wr Tmprda4 Rmlengulet lteptdan9. Reclanaular Tfsprrddro. Rx atgukr Tropidere. Rectaroatar TfapnM1am. -Rx1a0tllat TnpTdaro. ReelatMDlar Loading Tnprdare. Lcadre RecWMula Loadro Ttap•M-0 Ldadro 1.28"It 2.11" LoOdro Loadno Lmdln9 LoodIng LoadOM Loedlre loadro LofdN9 Loadro Loodro Lwd g Loodlro Luad1M Loadln0 x A28" Alum Tube Mull _ � � _ !,1 fill,ga I a I I a I 1 1 1 1�11 1 a I I'll II h 1 g g� pp� Sg p� I III, 12 1111 42N 14421 SM 167.0 42a 20.21 523 148.91 419 1010 1 526 113&9 414 Oat 648 134.0 411 Sol 628 134.1 411 721 628 11341 411 60.1 628 134.1 134-1 41l 4&1 628 134.1 411 481n f1B.8 403 1060 333 80.6 403 94.T 326 69.0 407 86.1 320 .4 4M 81A 317 617 IIXf 78.1 316 4&3 403 70.8 314 40.3 400 7fl8 7fl8 314 30.2 407 7fl8 314 204 ae 382 71.0 239 61.6 362 67.2 280 4fl7 3C2 ace 284 41.2 302 �83.0 283 34.3 W2 63.6 *34.6403 616 2W 26,7 362 B3.6 287 50.69A6in B27 382 01.0 301 68.6 302 70.3 31B 5a8 260 030 310 40.6249 20.7 318 48.1 4A1 248 21.2 318 49.1 2/8 61N 87.6 31e 74.1 267 5&5 316 042 281 4Q6 318 57.7 258 42.4 Me 63t6 261 37.7 219 41.2 25B 46T 210 35.7 268 I0.7 210 30.8 21i8 37.2 2g/ 27.6 26834.9 204 24.7 268 .33.4 203 20.6 268 37.2 322 201 166 268 322 201 60N 466 788 53.t 28.0 181 17.8 239 28.8 ie3 15.3 231 2fl6 tea 114 231 �.6 183 07N 427 234 46.6 20D 35.8 ZA4 39.1 1d5 3a5 234 34.7 192 26.7 234 31A 169 227 234 20.4 188 21.4 234 CC In 37.2 213 39A 183 31.0 713 33.7 17B 20.6 217 20.8 1T8 212 213 27.0 177 20.8 213 261 170 18.6 213 23.7 109 165 213 22.2 107 13.3 213 270 109 11.8 213 22.0 100 12In 2" 119 W.1 165 23.9 178 26e 162 20.4 178 225 149 17.9 170 =3 14-1 i69 179 i67 1/6 TeN 21.3 101 1 25.4 I'M =3 151 1 21.8 137 17.4 781 10.0 135 18.2 181 17.0 133 T8N 226 162 215 133 1flB 1f;2 10.9 131 1fl1 162 17.6 12B I 1 1- - -- _-_--.-. -_ •.. TABLE 14s AnehorCaen elb Table be ummurl 21K tale 3.Ot Cam HOWNCMU I F91edCLRi I Fl- IlAdal AnchorCllp Pahem9 Embedment M7 l-W M4• 14V'r tyd' 2' 1.114' 1.114' 1.14' 1-U4 1.114 1.114 4 mehm ® 3- L9a O.C./ 2t5A1M1e m 109 t Tan- 7B0IDa 6e01N 1550 ens 1e06tls 6tl an 660IDf 1UA Me 0s 74e 1D9 - Iae 1882 roe 6821D1 085ID3 1490 m3 8118•Eko 1IF 89 Ekd 6116'Ek0 tl4.89 Eko 810 SlePl eft SleEi N128ice1 ArctNv71'p« 3116'Eko NIIat011 tf4•EItOIAtrdtm UBmeg1 3116'EkoU6mtOn 1f1'Eko UllrctOn AggreBalor Unmtal A�IreGUw &tew (G6) 6t7M (G51 etnwt (Gt) E070 dstarcoMk r 2.7r1' t' 2-trz' 3•Ire• r 2-Vr t• z-trr 2• 7•tre- z• 0.49' 0.64• oa24• vales (DP ) X ( ANCHOR CAP. „ ,-� eANCHOR CAP. - MULLION CAR,.,,,w,,. 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 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-T6 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .041i 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. 910 & #12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S. OR 410 S.S. GY l20(U No.50705 3� :?O•,GI SAEO' S tv: F � ss Cj��• A. LYNN ALLER, P.E. FL P.E.# 58705 TAHLt 10A Mullion Cgoaoltv Table 166H[2 - - Opening VWdth(forwldcaly9pBMfgmUllan9)orOpeningHaight (for hrnzonIdI1ltpwv fpmAiom)- ----- - -__- So In 6010 TO In so In -1 90In login 1201n 14010 too to 3.2C'30 Rectangular Lowing TtepMang. Lowing RAOUNWSr Lowing TrO91110g. Loadng Reelongul Wdg TapTtang. loadeq Reelengdsl Laadn9 'hepR6Sn8• L.Ze RemonaWm Loado9 DOPMang. Lowing Recm oter Loading Tmprrdmg. Lcadng Rectangular loadn0 Trap mwv. Londn9 Rectangular Loodng TnpRAang. Loadn9 Rectangular U3,1700 7mp?ltn9. Londn6 CEO. AL BAYMULL HI p �� a _ �� a _ _ aag !i3I p a _ _ $F Z _ gA 42In 170.0 620 170.9 435 170.0 744 170.0 478 170.0 60 170.0 500 170.0 092 170.0 519 170.0 1115 170.0 621 170.0 Me 170.0 621 170A 1488 170.0 521 170.0 1733 170,0 621 149.1 1740 t70.0 521 40 in[7- 70B 170.0 524 170.0 BSO t70.0 $84 170.0 992 free 030 170.0 1133 170.0 661 170.0 1278 170.0 an 170.0 1417 170.0 680 1522 1622 170.0 8B0 130.6 1622 170.0 660 114.2 1622 1T0.0 6e0 50.026I 747 170.0 603 t70.0 NO 170.0 631 170.0 late 170.0 684 170.0 1193 170.0 723 170.0 t345 170.0 747 1842 1443 170.0 786 136.9 1443 170.0 758 117.3 1443 170.0 756 102A 1443 170.0 768 641n 707 170.0 812 170.0 ON 170.0 got 170,0 111E 170.0 764 170.0 1276 17" eO3 160.4 1353 170.0 537 144.3 1353 170.0 eye 12U 1353 170.0 981 103.1 1353 170.0 801 90.2 1353 170.0 act 601n SSS 170.0 701 170.0 1083 170.0 T07 181.0 12ID 170.0 878 140.1 1218 170,0 9p 120.8 1215 16Se 838 110.9 12to 1521 924 97.4 1215 140.1 013 63A 1218 140.1 a13 711 1218 110.1 913 631, Me 1704 745 178.6 ilia 170.0 650 1602 itEO i68A 933 131A 1160 163.0 914 110.6 11l10 141.0 895 105.1 11te 134.2 885 67,6 1160 129.7 071 76d 11W 1262 8T0 65.7 1150 120.2 Big Go in g74 170A 789 16R.4 iota 165.6 $81 130.0 1048 148.11 ON 114.3 fate 133.1 850 101.6 1048 123.4 639 91-4 1046 116-0 630 70.2 fate 109.4 821 es.3 t040 100.2 BIB 57.1 1048 108.2 SIS e 721n 960 147.9 781 1t7A e50 126A TIa 10Qe e80 110.e 7N $0.0 080 f00,0 722 70.2 850 02.0 712 70.4 eA0 0e2 707 6e.7 000 792 693 602 Sao 78b 886 44.0 880 T0A 089 'g 78l. 79D 125.1 690 99.8 790 106A 676 63.5 790 93.3 66] 74.a 700 BIB 652 W.5 790 76.8 643 me 700 71.7 633 40.9 790 65.1 624 42.B 790 821 S19 37.4 790 81.6 017 761nE 750 116.E 657 92.3 760 96.1 044 70.1 760 85A 632 692 780 77.1 621 81.8 750 70.6 612 60.4 7500s,710540.2 750 59A S94 39.B 750 602 688 34.6 750 55.6 586 gel. 6fp 405 T4.4 61.1 500 443 60.1 IB.B 503 485 62.9 51b 491 135 al.5 42A No I95 S4.5 44.1 483 {27 45.1 37.1 Set 493 40.9 3B.B 475 421 40.1 33.0 683 495 44A 36.1 483 416 38A 28.7 553 {95 40.9 372 402 40924.6 30.0 503 495 30.2 20.1 452 400 Me 21.2 683 495 33.3 20.6 445 394 226 18.6 663 49c 31.8 25.0 442 3" 1o81n I1. 391 42.6 S53 34.8 391 38.0 348 29.6 391 31.1 N2 2$.1 301 27.0 337 2I2 321 24.0 333 Me 391 22A 328 17.4 391 ig.7 321 14.9 3B1 17.0 316 111 In 3aA 370 392 335 32.0 370 37.0 370 27.5 370 28.8 329 21.0 370 25.7 320 21A 370 22.8 318 19.2 370 20.8 312 13.0 370 18.1 305 120 in 30A 317 30,0 �9 25.3 317 28.0 281 21.7 317 27.5 2A0 18.0 317 18.9 278 18.9 311 17.0 273 1441n 17R 220 17.0 203 TA13LE15B AnehorCapaeltv bllmla 279 Comets Table 111191 I6k Conn. Hcaow CblU FEW CAW TWooa Metal d16'Eko 1M'88 Eke SAS'Eloo 114'a$EICD pI061"1 912SIeo1 012SIAN 3I16'EkoUllmoan lid, EkolflVaom Ultmon 3118 EkoUltxon 1f1'EkoUpnoon A99MG81or UO000n AggreGalor SCMW(G5) SCmw(G5) Scmw(GS) Anchor CUP Patterns ZIA.- P 24lr 3,118' 1' 2-Irl' 1' 2.112' 2' 3•tIS' 2' OAS' 9.54' 0.324- Edge peUnoo OnJ. 1' EmDednmt(fnk 1414' 1414' 1414' f01{' 7 1.1/1' 1-f14' 1-114' 1.114' 1.114' f-111' 2' 141C fOIB' aeOCa 2A.I..®6'MJGO,C.lr2)215An01a COPSI(Flo.ir 39D Es 39016s 4so ks am ks 1700tW 270lbs 2801ba 3 7401W 37416s 7201os 94B IN NI Ou 4421oe 8B5Ibs 680 Ns 1120 lbs 4Anolwn8WMIn. O.C. 1(2) 215 Angle COPS I(FI). �: mms T80IOe 700lbs 1670Ibs 252516s 840 lbs 560lbs WA 1f201bs 7181ba Boma 18921b1 6821W 10221W 13271tu 18801113 a Antbore ®2.71' Min O.C.I (2) 2rSAngk Cops ! (Fb• 3): 11201ba 1120 Na 956 M3 22401b9 226t ka WA 64D Iba WA tOSB IW WA 1320 ks WA 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 26 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 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 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 608345AND SEA MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (10 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.0 S.S. OR 410 S.S. ANCHOR CAP.,,,,,,,, (DP,,,)X( )=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. 1i No.50705 1t = JZ : (` S�UfV/\L. A. L{ NWRNILLR, P.E. FL REAq 58705 TAtJLe IUA Mullion Capacity T11610 Ibe#tr OpeningWidth((orvert] spardramti6ons)orOponingHeIght(/orhorlmdo*spamlrgmUliom) 601n 60In 701n 801n OO In too in 120 in 140b 180fn 3.26" 45 _ RodwWI r Loading TrwTdong Lowing Ratan9Ner Ladag Trepr7dang• Loading Ratanoilw Loading hgYiaSg. I.D ang Rectan0ulal Loadno TrelVrdenp. 1.0ang Reclabgular Loading TleprTAM. Loading Rlclalgdor LmdnO -Treplalang. LosTaff ReclanWlar Lowing -TIe4JMam. Loading R40tongim Lo0dn9 TmPIRIAM LoaMg Rectanown Loedn9 hapRdul9• Londr$$g DEG. AL BAYMULL� a $1, fill, �� g d G zed �� d� 421n 170.0 62D 170.0 435 170.0 744 170.0 478 170.0 86e 170.0 506 170.0 092 170.0 810 170.0 111a 170.0 521 170.0 12/0 170,0 521 170.0 1408 170.0 621 170.0 Ins 170.0 521 ISO's tail 170.0 621 451n 170A 708 170.0 524 170.0 Na 170.0 584 170.0 092 lima 630 170.0 1133 170.0 681 170.0 1275 170.0 677 t7D.0 I417 '170.0 880 183.7 1837 170,0 8m 1/0.3 1037 1T0,0 086 122A 1637 t70.0 fiaD 170.0 747 170.0 603 170.0 890 110.0 031 170.0 1048 170.0 684 1".0 tics 170.0 727 170.0 1345 170.0 747 170.0 1494 'lima 760 147.1 1552 170.0 769 120.E 1552 170.0 768 710.4 165Z 170.0 758 170.0 707 170.0 612 110.0 NO 170.0 691 170.0 1118 170.0 764 170.0 1276 170,0 803 170.D 1434 170.0 037 155,2 1455 170.0 698 120.3 HN 170.0 68t time 1465 170.0 801 07.0 1455 170.0 $at 170.0 ass lima 701 170.0 1063 170.0 797 170.0 1240 170.0 618 157A 1300 170.0 044 139.7 1309 170.0 c96 1252 1309 163.E 994 104.9 13UO 167.1 982 89.0 1309 167.1 982 78.6 1309 157.1 032 170.0 930 170.0 745 170.0 1116 170.0 850 162.0 1247 170.0 940 142.5 1247 164.5 am 125.7 12/7 1620 965 174.0 1217 144.7 952 95.0 /247 138.2 M $1.4 1247 136.7 c35 71.3 t247 126.7 035 170.0 W4 170.0 769 II0,0 1189 170.0 003 149A 1190 I83.7 96S 128.9 1190 147.0 "s 110A 1190 138.5 026 10.3.9 1190 128.4 911 00A It9D 119.5 698 743 11c0 110.1 a03 64.9 1100 1t0.1 893 Tsa161.6 r76 1010 169.0 077 134.7 1010 1".8 659 115A 1010 12Z2 842 101.0 1010 114.7 028 89.8 1010 105.E 817 618 Iota 08.9 807 Obi 1010 90.8 795 57.7 1010 87.5 760 60A 1010 87.7 769 137.4 008 143.6 702 114.5 OW 122A fly 98.1 906 107.1 761 $5.9 ON get 749 76.3 Bab 683 73a 88.7 NO 82.3 729 57.3 009 74.7 718 49A 908 71.2 710 12.0 908 70.0 708Y127.1 481 132b 764 105.0 681 112.Er328 90.B $Of 90.0 725 70.4 861 08.5 713 70.6 Sol 'af.0 703 63.0 681 75.4 894 53.0 881 08.1 get 45A 801 &.6 876 39.7 091W.7 012 82.7 649 85.4 574 88.0 846 72.1 69.1 09e 82A b51 31.7 8/8 S0.1 8{S 40.0 91e m.0 637 41.4 618 47.0 530 -.5 816 {1.5 610 29A 816 3a.1 611 1-0 60.2 586 70.1 508 66.0 568 69.1 40.7 50D 61A 491 42.6 NO 45.8 403 37.0 WS 41.4 476 34.1 560 36.1 470 28A 688 33A 459 24.3 596 30.6 452 21.3 568 28.7 147 1081n 47.0 449 48.9 405 39a MD 41.2 34.2 449 35.7 393 20.0 449 31.7 367 20.6 449 2a.6 352 23.9 449 28.1 377 20.0 40 22.7 Us 17.1 N9 20A 361 15.0 IIc 18A 356 III In 44.1 425 45.0 385 36.6 425 37.9 31.5 425 32.8 373 27.0 426 20.1 307 24.6 425 2042 Sat 22A 425 24.0 360 t.A 425 203 350 16.8 426 18.8 30 1201n 34.9 364 35S 331 20.1 304 20.8 24.9 38{ 25.8 321 21.0 364 22,9 317 1DA 304 20,6 313 17.5 384 16.7 309 144In 20.2 253 20A 233 10A 153 17.1 I AISLt TUC Anchor SUbslme: 23k COMMO arklwrlypo 3116 EkoUitnOon U4•Ekol9oeam Ca eci 3.6k Cana. Table ba H09"GMU Feed CMU PY Wood WIN 611fi'Ebo UIUaOn 3116'Elm UlVacon U/ EkolAbaoan t/R 83 Ebo Ag9roGatar 6/16'Elm UAreaon 114.8SEko p9pm0olor 810SIeel eaaw (05) 01281ee1 8arew (GS) 012 Sled Ba4w ((45) AnchorCBpPatterns 3.1I8• I, 2-IW 1• 2.1r2' r 3-118' 2' 0.48' 0.54• 0.32a•EMbednml0n): Ed90 Diskae an), 1• P 2•trY 2• 1-114' "Fe 1.1/4' 1.114' 1.114' 1.1(4• '2Malma E2-1W I-X4' 1.14• 1, V 195• Min O.C. I(2) 2a5A1pio UP11(FI9. 1t 39010s 450lbs a90Na 10001W2T016! 26016! Ib3 740 W9 3741DI 700Im 046lb!4 Archon 0 W MIM O.O. I(2) 295 ftnokC6P'I IFIp.2)780IW 700 kI 18701W 25251W 64016s 6fi016! WA 11201W 7481W B601W f8921W 682 ms 8851be W271W ttm1W6 1680 Ns Aalror402.T1•a1in.O.O.1 (2)2tt5 An0k C4p!!(Fq.3Y 1120 @s 056 •a 2246IW 2254109 t4N 84016I WA f0591W WA 1520 Ds WA f0221W FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 7) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2& FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM "0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE.WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TS AND SEA MINIMUM OF A25' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS 114TO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 6 #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: QANCHOR CAP.,,,,,) P ,) X M�LI (DON CAP. ,,- 'ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. P Nc! ( L NN ....... //i�i ��'�, : •'�10ENSg '• .F•Q i:. A ' No. 58-105 x , A Q � "CC 2q FS ,0 s1rATE 8/0NAII- E A. Lmo I31ILLER, P.E. FL P.E.# 58705 -{ 1.000• 1.000• f-- IL 2.000' 2.000' 125' L6' 1 PX T X.126'MULLION 1•X2•X.376'MULUON 6063•T6 ALUM. 0063•TO ALUM. XSECTION XSECTION II STANDARD CLIP 2.000' I 6083•TO ALUM. xSECTiON I .125' .375' MIN.' .376' MIN. 6.60D' CUT HERETO 3,12b'�( CREATEF-CI.IP,SEE .37E MIN r - DETAIL F. SHEET 4 L_ ----_J L_------J rB L- STANDARD CLIP 6083-TO ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 4 IIiW. 6.500'� .376' MIN. ----------- I I I I I---iI---� D i B I I I 1 OFFSET CLIP 126' 600356 ALUM. I TOPVIEW .II -1--i.000- t � i aT 1. I j.,I (^If--.125' II 2.125" U-CUP I 6083•76 ALUM. rr XSECTION .125'J I Q I �i .740' .338" MIN. A I U•CLIP 6003•TO ALUM. TOPVIEW ZCENNTEROFANCHOR LE MUST LIE ITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER • 1MV. TARI F R 2X6 ANGLE CLIP 6003•TB ALUM. 2000' XSECTION L 125' I---6.000' I I .376' MIN h- 2X5 ANGLE CLIP 6083•TOALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/10'. Mull Dimension (sheet#) POT Part# Mullion Std. Clip Offset Clip U.CIip An01e Ctlp 1" X T' X .125" (5) 68605 666113M 6661118M 666243M 666511 M 1" X2" X.376" (6) 666M BM114M 6681119M 666244M 666512M 1" X 2.76" X.376' (7) 66607 666115M 6881120M SN246M GM13M 1" X2.76" X.650" (8) 66W8 6NI16M 6661121M 665246M 666514M 1' X3.126" X.b00• (8) 68837M 6681116M 6661114M 688242M 886515M 1.26' X3.188" X.28W (12) 66641M W61117M 6661113M W6241M 668516M 1.26' X2.11" X.126" (18) 1 69370 WA WA WA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A f= .288•-j Dimension Value (In) For Mullion: A 1.826 1' X2' X.125• Aluminum •Nye Mullion B 2.e54 C 0.895 D 0.740 A 1.125 1' X2" X.375' Aluminum Tube Mullion B 2404 C 0.835 0 0A90 A 1.876 1' X2.751' X .375 Aluminum Tube Mulnon B 3.ODO C 0.767 D 1.118 E .450 Min. 1 A 1,312 1' X2.76' X .650' Aluminum Tube Mullion B 3.000 C 0.476 D 0.838 A 2.000 1' X 3.126' X •600' Alum Tube Mull B 2.637 C 0.883 D 1.137 A 2.026 1.26•X3.16B' X.286• Alum Tube Mull B 3.282 3.882 C D 1.762 A 1.813 1.2W X2A1' X .121' Alum Tuba Mull N LYNN �� a�� •' �10ENSg •. � `Y 7C No. b8705 SYTTE or A LYN�NNMI b 9. P.E. FL P.E.# 58705 --y 1.000" r 125' 1'X4'X.125' MULLION 6083•T8 ALUM. %SECT(ON -I .820. 1- t 1.25' X 3.25" X ADT MULLION 600545 ALUM. X-SECTION 1.260' L250' .6 -1 .820' F' 1.25' X 3.26' X.624' MULLION 6005•TSALURC XSECTION 2.681'Q371'- .126" - 125" 5046. BAY M ULLIO 30• BAY MULSW3.76 ALUM. 6063•ToALU%SECTION XSECTIO1I .228'-1 �-•.881'+i 1'X4'X.376• 'T'-MULLION 8983-TBALUM. X-SECTION --1 .820' 1-- 1.25' X 3.94' X.624" MULLION 6005-TB ALUM. XSECTION .226'1 {--.981''4 I .126' STANDARD CLIP 6. 2.000' 6063A6ALUM. XSECTION 1 .126' 740" 2.12b' U U•CLIP 6003•T6 ALUM. XSECTION r .125'J .376",YE"--3.125'-�{ _ CREATE F-CLIP. SEE I •376' MIN. I IDETAIL F. SHEET 4 I I I I I 1 I 1 I j I I I I I 1 I} I I I I I I p j i I I i 1 I I I I ` STANDARDCLIP T10NITERT0,F ANCHOR HOLE MUST LIE 6063-T6 ALUM. E DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR D.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116'. .376' MIN. NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5.20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. OFFSETCLIP 6053-T6 ALUM. TOPVIEW IIr-I f--.126• - -- ----- -- -- 2.000' 2XSANGLECIV 806ALUM. %•SESECTION .126" L I CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. .376' CENTEROF ANCHOR HOLE MUSTLIEWRHIN THE DASHED F BOUNDARY. SEE SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHORHOLE I DIAMETER: ANCHOR DIAMETER + 1116'. U-CLIP 6003-T8 ALUM. TOPVIEW TARI G r Dimension Value (In) For Mullion: G 3.657 1.000 1' X4' .125' Aluminum Tibe Moo H I 2680 Tom F 3.187 1' X4' X 376' AlurnInum Tube &'7' G H I 0.757 2430 3.000 F 2.250 1.25' X3.25' X.100' Aluminum 71ke Mullbn D H 17M 1.600 I 3.260 TARI F C Cr1MT. Value (In) For Mullion: 6 1.26.1 3.26'0.600 X.62�' Aluminum Tube Mullion P 1.435 3.260 2.625 1.125 1.25' X3.94- X.624' Aluminum Tube Mu1110 1.600 3.250 F 2.813 30' B Mull F 1 2.876 45• B Mu11 2X6 ANGLE CLIP 6D63•TOALUM. TOPVEW .. Mull Dimension (cheatf)) POT Part N Muillon eld. Clip OITrt CIIP U4211p An9lo Clip 1' X4" X.125' (10) 69304 6681IIM 001122M 866241M 6665ISM 1' X4- X.375' (11) 6010 668112M 6661123M 660242M 668519M 1' xW X.37T'T (I 1) 66653 666112M SN1123M 666242M 666510M 1.25' X3.25' X.100' (13) 20160 6661127M 6601124M 6582410M 6665115M 1.25' X3.25'X.BPA' (14) 20151 8861128M 6661126M 6682411M 6665116M 1.25' X3.86' X.824'(11) 20182 6681177M 6661128M 666241M 666517M 30 DeOmo (19) 06049 WA WA WA 6865110M 45 Dagme (20) 66650 WA I WA I WA 1666SIiIM, t\I\Ill If llll,, CNN 4�/� 1, No.68705 fc �1• Ct S TE �S 't S ATE W` ",,'&/ONAL' A. LYS•IWM)LLbti . P.E. FL P.E.# 58705 Dlmenslan (eneetnl I Mulllan 2' X4" X.25' (16)1 66602 2" XB" X.25" (17) 0=4 NOTES 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. [--2.000'--1 2•XS•X.25' MULLION 603-TB ALUM. XSECTt0N .375' MIN.' 9- PGT Pa rt # Btd. Oilp U Cllp Angle Clip -- - '� r-•n6•_ _ _ 868261M 668271M 5665112M 886282M 006272M 6605113M I STANDARD CLIP 2 00LL6083-TB ALUMSECTION .125' 1.490' 6.b00' CUT HERETO 3.500' CREATE F-CLIP, rC 376' _SEE DETAIL F, r SHEET4 MW, r------------ �-- ---------i ; I � I I I j-- - - - - -�- I I I 1 I I 3.4' ; , I L- STANDARD CLIP L WTHIN THE DASHED BOUNDARY. SEE TOPVIEW -SHEETS 6.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/18'. .376' MIN.' q.- CUTHERETO 3,600'�i CREATE F•CLIP. I _ SEE DETAIL F, Fr SHEET4 375' MIN. ----- -- I ------ I ---------- I I I I I I I I I I I - - - T - I - - ;- 4.886' I I I I 5.4' I I I I i I I I I I I I I I � I I I I -- STANDARD CLIP 6063-T8 ALUM. TOP VIEW d U411-.4 U•CLIP 2X6ANGLECLIP6063-TBALUM. 6063-TB ALUM. 2.1 M XSECTION 2.000' XSECTION INLA26'��5 0]Z SNi--1T tO 5.000' 1 _ 376• W C h .376• MIN. on z0 J Z -- --- T--------------------- 1 J d G IN + 3A38- 3.438• ; ; ° �z ro I I I I.375'� z�. MIN. I L L--------------------- �- -MIN. w o � -- -- D�F 3 uYi ).CLIP,6083-TBALUM. 2X5ANGLECLIP Q z O Q SEDFOR 2' X 4• MULLION. SHEET 16 CENTER OF ANCHOR HOLE MUST UE 6063•TBALUM. O- mfn N TOPVItcW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW S� O s0 SHEETS 6-20 FOR THE ANCHOR O.C. - mQ. CENTER OF ANCHOR HOLE MUST UE DISTANCE. MAXIMUM ANCHOR HOLE WIT THE THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER + 1116'. SHEET$ 6.20 FOR THE ANCHOR O.C. -DISTANCE. MAXIMUM ANCHOR HOLE DIAML•iER: ANCHOR DIAMETER+ 1110'. 6.000' .376' MIN. .376' 1 �,�ryr„ealu,mem411e. umo I I � Product onaol f 5.438- rC--------� 111111lIII b.438` I I 9' i I %% 0�4V. � • • N Ag�C /��i `��'t�•'ucE NSg''•�FiP I I Q• I I I40.58705 - I I .376' = L 1 L-----------------� MIN. - •U •:�' 74 U-CLIP 2X6 ANGLE CUP i�s 8083-T6ALUM. 6003-TB ALUM. , `S/ONA1- USED FOR 2" X S'MULLION. SHEET 17 TOPVIEW i TOPMEW A. LYNN MILI�E11t,%P.E. FL P.E.# 68705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114'. THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-60.0 PSF. W NO ANCHOR S IN HEAD -- 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 25, 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+60.0K8D.OPSF. IF-THETABL:EDOES NOT-SHOW-THE-EXACT-SIZE•LSE-THE NEXT LARGERSIZEAVAILABLE. — - �- see: see - FROM TABLE 3A, SHEET 7, THE V X 2.75• X .376• MULLION (LENGTH - 72', OPENING WIDTH - 70'_MEETS THE DEPTH REQUIRED. HOWEVERTHE DESIGN PRESSURE IS H58,3 PSF AND WOULD FENESTRATION DETAILS, PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. oY ^ APPROVAL 2-3 FROMTABLE 4A, SHEET B. THE 1• X 2.76' X.650' MULLION (LENGTH = 72', OPENING WIDTH n 70') HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE M. OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LEIS.MMILK fV LEN 377H Q Q 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BO1H THE STANDARD CLIP WITH (4)1H2 ANCHORS AND THE 2X6 ANGLE CLIPS WITH (4) 912 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. I N I Z OETIUts 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, W THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THESEE :3ILL SHEETS, 23 APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0: /- INSTALLATION SPECIFICATIONS IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY, ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: W a m c) NOANCHORS M WINDOW SILL Sr --I MULL WIDTH THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE 838 LBS # 10 #EEL SCREWS FROM TABLE 4B) F (60 PSF) X ( ) = 624.9 LBS (MAYBE USED TO QUALIFY 72.7 PSF) 7 m OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-31W. THE OPENING REQUIRES DESIGN PRESSURE OF +50.0/•55.0 PSF. Q FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THATA 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32•+72'0-105' AND THE OPENING WIDTH 15 38•+36'+1• -73. REFERENCING SHEET 25. SHALL BE USED. SCAN THE MULLION TABLES FORAMULLION TH3/8• AT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-AND WILL ac _ J ;� THE COLUMN USING RECTANGULAR LOADING MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01.55.6 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. 0. EXAMPLE 2: MULTIPLE MULLIONS FROM TABLE 3A, SHEET 7, THE 1' X 2.75' X .37b' MULLION (LENGTH a 108', OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS M•18.1 PSF (1) N MULL WIDTH—�-- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. EXCEEDS THE REQUIREMENTS C) Q O O d FROM TABLE 12A, SHEET 16, THE 2' X 4' X.260• MULLION (LENGTH =.108% OPENING WIDTH = 80') HAS A DESIGN PRESSURE OF +I.84.7 PSF WHICH OF 971 LBS. N co FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED m 4 N..TA- SEE FENESTRATION BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENNG WIDTH IS 36'+36•+T=74', NOT 73• AS PREVIOUSLY FOR THE ADJUSTED OPENINO.ALTERNATIVELY,THEWINDOW WIOTH3MAY BE REDUCED TO MAINTAIN S PRODUCF9 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAB�.E APPROVAL THE 73• DIMENSION (36.1/2•+36.12•+2'n73'), r r 2) USE TABLE 128 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 S• WIDE. IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8', CARE MUST SE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. M �� i. _ _ — USING THE STANDARD CUP WITH (6) 3/18• ULTRACON ANCHORS AT AN EDGE DISTANCE QF 2-1tZ' GNES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER. AND LENGTH <_SEE �SEe THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. S DETAILS. DETAIL E, OPENING SHEETS23 SHEET 3 HEIGHT FOR THEHORI20NTALMULLIONS: IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY. ANOTHER FOR BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X.250• MULLION, RODUC7RHVISBD compty[ngviiWlhoAfotldl: HORIZ. , MIA LION 72• MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38•AND THE OPENING HEIGHT IS 32•+72L+2• =106'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOiDALRRIANGULAR LOADING MAY BE EXCEEDS THE 3u0dingCods oaytanwND � �•� IzO� USED. FROM TABLE 12A, SHEET IS, THE 2• X 4' X .260• MULLION (Q LENGTH - 42', OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF +/•170.0 PSF WHICH REQUIRED OF 621 LBS.SEE L f REQUIREMENTS FOR THE OPENING AND MAY BE USED W THIS APPLICATION. NOTE THE ANCHOR CAPACITY DETAILS, RATE 2) USE TABLE 129 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B' CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH 1IurJ 7mte Produce ConOot sHEETa 23 WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8') ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED (4) 311S' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN I.YNN A//��i'i ANCHOR CAPACITY OF521 LBS. .�� pN'( a�� '\CENS@ '' FP HORIz. 36 , HORIz. 4) FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE U•CLIP SHOWS THE ANCHOR AND THEREFORE SUITABLE• FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE :� • • • L.",OPENINOWMTHFORVERTICALMULL!jMULLLNGTHCAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, _ No.58705 ANCHOR TYPE IS A 412 STEEL SCREW. — FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: — ) - +/.84,7 PSF FROM THE VERTICAL MULLION;AEf +/•170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; FROM THE 38* HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). )�j •:•�!% % 1)'• 'O %O�'•,. +/-170.0 PSF THE LOWEST DESIGN PRESSURE IS 4/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •. ;ROR10 , ` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYhW MILL@k, P.E. PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 68705 EXAMPLES OF RECTANGULAR LOADING: �%II� III LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED ol�N'i / ) oll, LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION P 0 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAIR LOADING: -�-," a � � HINGED DOOR SGD I, I/ / 0 2 LOADING OF VERTICAL MULLION 2 �I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d � a J g ez.o PW PW LOADING OF (2) HORIZONTAL MULLIONS III Mrs 10 LOADING OF VERTICAL MULLION Pw N (9 w Z �r ¢ V) M Q 0 o wK SHIOH 4� LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: RODUCTREVISED 1 1�60 Florida _ 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL ai + r 1 PW CONFIGURATIONS. caplanwNo } CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM _._.- OppgpN ' THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT �� 0Y LYNN !!� PW BE DETERMINED, USE\�O1 • • • • • �� • , i� '' • •.• •Q RECTANGULAR LOADING. �` �,10ENSfi 3) SEE PRODUCTS• APPROVAL FOR = �ti;. No. 50705 •: / ACTUAL ANCHOR LOCATIONS. �,pp LOADING OF HORIZONTAL All -VA i AllLkNN ILil.8705 MULLION .E. FL P.E.# 58705 46'8" �. 4410" 28 ;22'011 �1011 HB _ 32'x32",GL BLK ❑ ❑ El— ❑ o El EllEl _ l• 6011 411 20'611 'tau c , Ili m "' ° 9'C" .CEILING GREAT OOr''I 14'2" CEILING- 3ui =3co !LauN z ;s 1/2" BATT INSUL CHUTE I 216. ❑ El -a 41411 N 1'0t 8'0" CLG = CISey 216. �-�� 0 4I1 54_ U ST,2EoE1 5E$11-------- 0- s me 0 oI ii Tom _1 _ E�'c.," CEILING ❑ IL I —'KITCHEN ,o.14'2" 'CEILING a ' )��'� x� o o I` cu ih >• I Ln O Ln 0 EO _ — 1 11 3121E " ;C�l :�E2EE ,j EE .2'O" jl�''�" ¢EO EE S" -- — I 1 4 L 't f J 6 o 24' a o 32"02' GLBLK 25 ' bx6 PT P05T igH 13'8" 41611 :10'10° '. 34'4" 3101, 4141E