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WS-14-967Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-212307 Permit Number: WS -5-14-967 Scheduled Inspection Date: August 29, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: DI PIETRO, OLIVER & MARZIA Work Classification: Window/Door Replacement Job Address: 336 NE 98 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: ASTOR CONSTRUCTION LLC Department Comments SUPPLY AND INSTAII IMPACT RESISTANT WINDOWS 3 OPENINGS Phone Number Parcel Number 1132060135700 INSPECTOR COMMENTS False August 28, 2014 For Inspections please call: (305)762-4949 Page 8 of 27 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 28, 2014 For Inspections please call: (305)762-4949 Page 8 of 27 BUILDING PERMIT APPLICATION Miami Shores Village Building Department MAY 122014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No./A),5 964 Sub Permit No. GRQ_3 LDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS ADDRESS: � b N V `% City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: — 3 Z D (0 - ()13 - S Is the Building Historically Designated: Yes NO K Occupancy Type:v_wlt-)W ad: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fe(/Simple Titleholder): HA(i-,VA L..AyuSirk 0"' �6�ro Phone#: �,;' Address: 6 )L)IC CAI S City: "t i Af S State: 1-,7L Zip: 32013? Tenant/Lessee Na e: Phone#: Email: CONTRACTOR: Company Name: - AaShnr ('_rn. i5 4u c�?w LLf- Phone#: Address: SIJ F'I,Ztjp S City: tAl at -Z State: - Zip: 3S 1555 Qualifier Name: Phone#: q" L Z sL f 2 //��jj�� //�� OD State Certification or Registration #*,. 1. c f w bt�Ja Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 5 /nID• Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: —Cz� nQ ��sAkl � fAa-Cl- kEdSd�j u sioj�9S• as - r Specify color, of color thru tile: Submittal Fee $ Sn Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ O (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not e a roved 4nd a reinspectign fee will be charged. Signature CONTRACTOR The foregoing instrument was acknowVdged before me this The foregoing instrument was acknowledged before this day of20 by . day of 20 by /g�� / 71%who is personally known to "` esti ho is personally known to me or who has produced /. �3{7 , ,7�Z!�;rne or who has produced as identification and who did take an oath. NOTARY PUBLIC: Seal: joanna M FeWlano My CommissW FF o82753 .o Ms 01H2*018 . — — identification and who did take an oath. NOTARY PUBLIC: Print: Seal: f * * IdY C�iIISSION # FF 01� EXPIRES. Septee W 24, 2011 TFeec�d4`O 0nWTWUWNftVSWn N APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MIAMbdAhE MIAMI DADECOUNTY, FLORIDA r WIN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 - NOTICE OF ACCEPTANCE (NOA) wwyy mismidade.goytecanomy� PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product ERProduct Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: _Seder `TW_:701/720/ 820" Aluminum Fixed Window_�.IYI.I. APPROVAL DOCUMENT: Drawing No. MD -720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed aid 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 IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered ager a renewal application has been fled 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. 11-1110.15 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. Gascon, P. E. N0A-Nb.134sQt03 KMAWDAMCOUNTY Expiration Date: February 1-9,2019 Approval Date: Juiy18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD 720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07101/13, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTI -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Subinitted tinder previous NOA No. 03-1105. 01) 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 B1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER), Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approvai Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. 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 II 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. F1Ir7212, 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 -3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to POT Industries for their Series "PW - 701 Aluminum Fixed Window -- L.M.I." approved on 02/07/12 and expiring on. 02/19/1.4. Jaime D. Gascon, ,. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DE81MED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE OM4 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WND•SORNE DEBRIS REGIONS. FOR INSULATED GLASS 94WAUATMM ABOVE 30' IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMMME COUNTY. USE ONLY MIAMI I DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PIKE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KM PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN I-Ilr ThICK ARE TO BE 2 CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE 12' O.C. OPTIONAL F UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. L - WOOD BUCKS DEPICTED AS 2X ARE 141r THICK OR Ir MAX GREATER. 1X AND 2X BUCKS (WHEN USED) $HALL BE MC. DESIGNED TO PROPERLY TRANSFER LOADS TO THE 7116'LmN 18•An-.098'30-31IWAn STRUCTURE. WOOD BUCK DESIGN AND INSTALL,LATKXN IS I THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR _ ARCHITECT OF RECORD. (AORb SHEETO BUCK 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE - BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF 6 SUFFICIENT EMBEDMENT. NARROW JOINT BEN" IS USED - ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION � - ANCHORS SHOULD BE SEALED. OVERALL VISILE SEALI NWLASHING STRATEGY FOR WATER RESISTANCE OF g. INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX, THE SCOPE OF THESE INSTRUCTIONS. O.C. 8) MAX U4• AIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOWW, 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130D-09. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 913W -W 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ASSIGN PRESSURE THE 33-14% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 14 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOW. 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 FTL-M0, 3850 & 7212. ECO ULTRACOH NIA; ELCO CRETEFLEX NOA: ANSVAF&PA NDS FOR WOOD CONSTRUCTION • (2005) AND ADM ALUMINUM DESIGN MANUAL- (2006): 10) THE 720 SERIES USES A PVB INTTERLAYER, THE SW SERBS USES AN 80* NTERLAYER. THE MAND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. 4S' llP TO•TIP WIDTH 2 - 4r BUCK W®T'H 12' O.C. 441!4' VISIBLE MAX _ LIGHT WIDTH / B,SHEETB� / 8' 7116'LmN 18•An-.098'30-31IWAn MAX I A IIS• C - 7 SHEETO BUCK SHE 8 HEIGHT 6 -(-- � _._.-. 92.1/4• � - VISILE r;s 1Y MAX. i LIGHT O.C. i/ HEIGHT j— - w i eI TIP -TO - i TIP _ iHEIGHT B —"1 Ir— 12' MAX O.C. 6' MEETS MAX. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES_..._.».........-.. 1 EIAVATIONS...........»........«...1 GLA21NO DETAILS._._............ 2.6 DESIGN PRESSURES.-.-...._-- 2.6 INSTALLATION, FLANGE..__.».. 8 INSTALLATION, EQUAL -LEG....»: 7 INSTALLATION, INT. FINA--- 9 INSTALLATION. INT. FIN 8___ 9 CORNER ASSEMBLY._. --__:-..10 EXTRUSKIN PROFILES.__.. -.10 PARTS LIST.___._.. -......_......10 oESIGN PIRE88URE RATING I IMPACT RATING VARIES, RATED FOR LARGE &SMALL SEE SHEETS 2-6 MISSILE IMPACT RESISTANCE 48' BUCK WM ►{ 48' BUCK WIDTH' { �— �ser LtGUH4T WIDTFI 6' MAX. r. F. M UGHTWWn 1 I I 2'1" BUCKw HEIGHT 93 -IW VISIBLE LIGHT HEIGHT E. SHEET G, SHEET 931!4' VISIBLE 6 MAX. LIGHT SUCK °r— f / HEIGHT I I HEIGHT( Imo— `-•'-' D -'►1 F.— Ir MAX. O.C. 2, nEAX. R SHEET 8 V SHEET? H. SHEET 91 al 6' MNLO.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTEDUNFU (TESTED UNIT) FIGURE 1: 2 7116' Lamt 9118• HS - AW PV6. XIV HSI 12' O.C. 3 MAX IT O.C. MAX. / 1-1116"LaMl.10 18.7.7 Air -3FIWHS•0WPVB-3118'HS / 8' 7116'LmN 18•An-.098'30-31IWAn MAX 8 7118" LenO 3 N8' 090 SG •3118' FB 4 TABLE 1: type Slee! t1 °ee°tlpu°" a 1 7 Lam! WiW An 2 2 7116' Lamt 9118• HS - AW PV6. XIV HSI 2 3 1-1110'LaM.l0 18'T-71t8'Alf .3/18'An•.09rPVB-311WHS 3 4 1-1116"LaMl.10 18.7.7 Air -3FIWHS•0WPVB-3118'HS 3 6 7116'LmN 18•An-.098'30-31IWAn 4 8 7118" LenO 3 N8' 090 SG •3118' FB 4 7 1.1118'Lwal(9/16'7-711B'Ait•3178'An-.Q9WSG-3118' 6 8 1.AVLeml.0 10'T-7H9'Air -3lt8•HS-.090'80-3110'HS) 6 BG' e'DUPONT® SENTRYGLAS INTERLAYER' BY EL DUPONT o DENEMOURS & CO.. INC. SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-6. ANCHOR SPACING TO BE 8' MAX. FROM OWNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME MEMBERS. SEE FIGURE 1. THIS SHEET. __.......... _. i MOTH— i F+ WIDTH WIDTH WIDTH --I lL_D_ f+ --WIDTH MTH --i I- WIDTH —i (,L—D— WIDTH -+{ I- WIDTH -H tf i %, A -I If %I `1�111fSE77I/j� of �'�t • 7N0.5&T05 � � i ty�Q?R sixF3 ._. Z �"""gl9lONAG A LYNN MRLER, P.E. a � a a O On! �i J Z 7 d CWSU XN FZ m0 o q VN 00 O 0 �z o az < o r;s Z eI 'tea �s `1�111fSE77I/j� of �'�t • 7N0.5&T05 � � i ty�Q?R sixF3 ._. Z �"""gl9lONAG A LYNN MRLER, P.E. VW LAMINATED GLASS STACK 3116' ANNEALED GLASS _ 3 USED AT CURVED FRAME MEMBERS ONLY 011-7f80.C. MAX ry ..Q; 1) BUCK DIMENSIONS SHOWN. FOR FLANGED VMDOWS, SUBTRACT 1- FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAOABLE SHORT OR LANG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WLNDOIN SIZE 8N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure &L, psflfor Glass 'type 1 Window Design Pressure (+F, pef) ror Glass Type 3 Side #a i -..-67.718 72 - - 78.-_.._- s0 84 88 92 86 190 104 189.112 30 +140 -_ - +l W -+1.80 +140 +140 al -+7W- + 0 +l 32 040 +780 +140 + +1.80 0.80 +/•80 040 +1 +140 4/ 34 +140 0.80 +1- 0 of 0.80 y.&I +/.8p 040 +! 779. +1.79.4 38 t/a +/•51 7760 +1.80 +f•&1 +l +1 + . + 1 +188 +149 -7-80 040 ♦! 80 +140 +7811 +778.1 +1-75.2 H-T2fi t( ,3 +l 86.5 +148.3 +140 080 ef80 +/ _ ri- ♦I-77.2 +1443 7171.3 +/.87.9 +185.1 +1.63. +1-01.8 080 + +1 - + 7 P r42 080 + .2 44 +760 +1.80 +778.9 +1-7&4 -721 +188.9 +I -M6 +/-a2 +1-%7 +1-57.5 040 46 0-W ---7--90 +1.80 0-77.2 +1.73.8 - +1-70.1 0888 +/83.5 +1.80.3 1 0.6.7 48 40 41-N t - .3 + . ♦ . + + ♦/ 0.58.2 48 50 +/$O +1-71.8 4/.74.1- +1-7113 +1-%? +f403.1 .1 52 t/79.1 d-75. 47- 24 +I -M8 +785.1 +18L5 a_ --+7-1-2- r. + +1-035 0.73.5 0.69.5 58 +1.758 17268 040 +1.79. +1.78 68 +1.742 0.70.3 +1.1-0.8 +140 40 0-17.5 0-738 60 +/-727 +1-%7 :l-05 58 4/40 +1-70.4 + 75.4 82 +t-7L241W.i +1-$D H.77.81 +1736 e4 +1897 +1.85. N40 +/-75.8 840-TB.B -T4 87.7/8 0-07 88 +/77.2 VW LAMINATED GLASS STACK 3116' ANNEALED GLASS _ 3 USED AT CURVED FRAME MEMBERS ONLY 011-7f80.C. MAX ry ..Q; 1) BUCK DIMENSIONS SHOWN. FOR FLANGED VMDOWS, SUBTRACT 1- FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAOABLE SHORT OR LANG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WLNDOIN SIZE 8N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. GLASS TYPE 1 PVB INTERLAYER WHEAT STRENGTHENED GLASS --- i 518 (SASS WE �- LONG SSE SHORT SIDE �-+ LONG SIDE T - SHORT 810E TACE D1MEN$IONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Ile 9 7/18 LAMINATED GLASS $S STACK -�.{ �.- GLASS STACK `I I 3118' HEAT f SHORT 3118 TEMPERED GLASS STRENGTHENED GLASS �"7 SIDE 7/18AIRSPACE 3if8ANNEALED GLASS --- A9' PVB 11 INTERLAYER 5 LONG ItBEDATCURVED SIVE FRAME MEMBERS ONLY 28 zm ow ($i 11.7/8' O.C. MAX.BW GLASB SITE 1-3 Exi tC7 22 21 13 _ I ga GLASS TYPE 3 -� 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TIP DIMEWJION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAiLABLE SHORT OR LONG DIMENSKXN. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. LYNN Ill /'iii ` No. 58705 %Q't•'•• FLORLOA ''��C'� /./''SS�NA�.�`�� A LYNN LeLLER, P.E. Window Design Pressure (+F, pef) ror Glass Type 3 e (inj 81-718 -72 - 78 W 84 as 92 961+"4 t94 109.112 36 +189 +7� +.JNI +158 +780 .140 +189+f +140 32 +/a +180 0.80 8D +180 +/-80 0.9) +1400.80 a/40. +1-W +140 0.89 +/8D +180 +1.60 +1.80 400.80 +.W 38 040 +1.80 0.80 +.gp +188 +149 -7-80 +.60+/40 0.50 3S +/40 +1-80 0-011 +780 +140 +140 +780 080 +1.78.4 0.7 .3 40 080 + 080 +40 080 +1.80 4l 80 +1-78.7 +1.709 .149 42 080 +140 x7811 +140 +180 +/40 af•71 ri-731 N88.9 +14162 44 +J40 040 +780 +/40 0A0 +/-77.8 0-7 .1 0.70.3 +147.6 7!43.9 48 40 41-N +740 0-19.2 -76.4 +1-71.7 +W1 +l 1 48 - + +.p H50 40 x777.2 +1-733 a($9.5 0.858 W -+/40 +750 +1.80 4 + . 52 +180 +1.80 040 +777.7 0.73.5 0.69.5 54 040 +1.79. +1.78 58 +140 40 0-17.5 0-738 58 4/40 +1-70.4 + 75.4 +1-$D H.77.81 +1736 N40 +/-75.8 840-TB.B -T4 88 +/77.2 87-7/8 +1749 GLASS TYPE 1 PVB INTERLAYER WHEAT STRENGTHENED GLASS --- i 518 (SASS WE �- LONG SSE SHORT SIDE �-+ LONG SIDE T - SHORT 810E TACE D1MEN$IONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Ile 9 7/18 LAMINATED GLASS $S STACK -�.{ �.- GLASS STACK `I I 3118' HEAT f SHORT 3118 TEMPERED GLASS STRENGTHENED GLASS �"7 SIDE 7/18AIRSPACE 3if8ANNEALED GLASS --- A9' PVB 11 INTERLAYER 5 LONG ItBEDATCURVED SIVE FRAME MEMBERS ONLY 28 zm ow ($i 11.7/8' O.C. MAX.BW GLASB SITE 1-3 Exi tC7 22 21 13 _ I ga GLASS TYPE 3 -� 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TIP DIMEWJION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAiLABLE SHORT OR LONG DIMENSKXN. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. LYNN Ill /'iii ` No. 58705 %Q't•'•• FLORLOA ''��C'� /./''SS�NA�.�`�� A LYNN LeLLER, P.E. TABLE b! 1)1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE T&-TO.TB' DIMENSION TO DETERMINE THE SUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOW& FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 7118• LAMNATED GLASS STACK .r1\ 3118' HEAT STRENGTHENED CLASS USED AT CURVED FRAME: MEMBERS ONLY 011.7f8" O.C. MAX. 1-1118' NOM. CLASS STACK 7116- LAMINATED GLASS STACK 09M PVS INTER! AYER 3M8°TEMPERED GLASS - 3MV* HEAT STRENGTHENED GLASS 711WAiRSPACE 11 5 � USED AT CURVED FRAME MEMBERS ONLY a GLASS SITE 11-TAr O.C. MNL - t3 1-3 m l:� I d��i ''�' ��.":��1'" amu' ®i" E��'" �TF'ra»��L".'�� •"� 1)1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE T&-TO.TB' DIMENSION TO DETERMINE THE SUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOW& FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 7118• LAMNATED GLASS STACK .r1\ 3118' HEAT STRENGTHENED CLASS USED AT CURVED FRAME: MEMBERS ONLY 011.7f8" O.C. MAX. 1-1118' NOM. CLASS STACK 7116- LAMINATED GLASS STACK 09M PVS INTER! AYER 3M8°TEMPERED GLASS - 3MV* HEAT STRENGTHENED GLASS 711WAiRSPACE 11 5 � USED AT CURVED FRAME MEMBERS ONLY a GLASS SITE 11-TAr O.C. MNL - t3 1-3 m l:� GLASS TYPE 2 -WIV HEAT STRENGTHENED GLASS -3118' HEAT STRENGTHENED GLASS ._.-.tom' PVB INTERLAYER i Lv GLASS SITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LONG SIDE F+— LANG SIDE SHORT SiDE I-- �-- LONG SIDE —� SIDE SHORT j LONG SIDE 1 SHORT SIDE LYNNIA4/(� >� 140. 58706 STA A LYNN MILLER. P.E. TABLE & 7118' LAMINATED GLASS STACK SG INTERLAYER 3M8"ANNEALED GLASS 3H8' ANNEALED GLASS 4 1t USED AT CURVED FRAME MEMBERS ONLY 29 fir @ 11-7w O.C. MAX GLASS SITE i-.-- LONG 337E X/13 E Y+ SHORT 20 13 SIDE If GLASS TYPE 5 t NOTEfi� 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 SHORTOR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUAL -LEO WINDOWS. DO NOT USE VVI H F84 -FRAMED WNDOY &, TABLE & Window Design Pressure (+t•, psf) for Gass Type 5 W-718 72 78 84 Be 92 98 02 98 ion f04 1 1 +W.130 + •1 30 + 1.125.4 +901.120 +901.115.5 +98'-111.5 +MMO8.5 -*W-188 +0.104.5 +90/-103.6 +9W-1825 +W-100.7 1 +9037.9 + •117 •1 + - 18.9 +90.110. + -i 3 +9-191.8 +W3&7 a +90323 +901.90.8 +0-90.3 +1.89.9 +1.89 •99.7 34 +M -= +W-103 +9W-9&8 +W-96,1 +9W3L8 +188.2 H•84.4 ./-81.5 1 0-79.8 +00.4 38 38 + /-1a.e +�'•9T.1 +9W.928 +1.889 -W.5- +f•828 +1-79.7 +t• H•T5. +T714 7-722 +BW -1 1.2 +9Wt 2 +0-97.9 + r9W.9&4 +1-322 +1.88.7 1832 W-80.7 +7-711 +!- 62 40 a/-70. +188.5 +1.88,3 -71T7.2 + 40 +9-94.8 +18&2 +182.8 +1-79.8 M- 7.2 +1.74.3 +/-71.3 __+1-725' H-87.9 +185 +143. + 1.8 ♦ - 3.1 42 +9W- .3 +1$4.7 +1$9.7 -+/-W.-4 --7/-.f4.3 1-7L3 +148.2 +184.7 +1.74. +/-70.3 .6 +1.030 44 -14&3 1824 +1.78.9 +678.4 +17721 +l4&8 +145.6 1.62 +15& +1.57.5 48 +1854 +/.as +1- .2 473.6 +1.70.1 +180.8 +183.5 +l 3 '+157. 50 +9041.4 +147.8 14 +/ T .3 +..5.8 +141.9 +14&3 71-64.9 +1.81.5 +l- 52 +-89.4 +1.86.6 +18.9 +1.77:7 60 +/4a9 +6774 +1• .1 +(_ .3 +1.6.7 +l 1 ♦ 59 + .4 +. 1.78 +671. 62 +1.791 Was +1-724 H-8&8 +W1 +681.6 +1-77.5 .8 54 +1.77.4 N-73.8 +1.70. 5+1 3 +183. sr-+. 1• -1-me +1.85.3 68 +1. 42 -+-IW-3 84 H-7&8 -T4 80 -14,17 0 *145 L82 +. .2 82 +1.71.2 +/47.1 57.718 +/-749 >/5as +/ .3 87-7/8 +1.87 7118' LAMINATED GLASS STACK SG INTERLAYER 3M8"ANNEALED GLASS 3H8' ANNEALED GLASS 4 1t USED AT CURVED FRAME MEMBERS ONLY 29 fir @ 11-7w O.C. MAX GLASS SITE i-.-- LONG 337E X/13 E Y+ SHORT 20 13 SIDE If GLASS TYPE 5 t NOTEfi� 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 SHORTOR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLES ONLY TO FLANGE AND EQUAL -LEO WINDOWS. DO NOT USE VVI H F84 -FRAMED WNDOY &, TABLE & �- LONGSIDE - ►� SHORT 6� SIDE L TABLE DLMENSIONS 64AY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-tne'NOM. GLASB STACK _ 7tUr LAMINATED - GUM STACK 3118' ANNEALED GLASS "I SIDE3118" TEMPERED GLASS 3/18'ANNEALED GLASS 7118' AIR SPADE USED AT CURVED FRAME MEMBERS ONLY 011.7/8' O.C. MAX 1)DIMENSIONS SHOWN. FOR FLANGED N0370WS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVM-41LE SHORT OR LONG DIUENSIOX 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUALLEG WINDOWS. DO NOT USE WITH FIN -FRAMED WWOWS. i GLASS BITE GLASS TYPE 7 INTERLAYER I q/ LONG SIDE SHORT SIDE M a Q 0 ° w z W GL f 00 Z o . z 0: z F N O ® Z Ian Z 0. aJ9L •»e LYNN � �:' V\CENSF''•�ijf �� STE' YONAL • �' No, 53705 ' �' A. LYNN MUM P.E. P.E.6 Wm Window Design Pressure (+h, psf) forGIass Type 7 72 76 80 84 Be 92 98 100 104 12 30 +W.130 + •1 *W430 + .I + .1228 + + - + •117 •1 +9W.t127 +W-109.9 32 +9W-1 +9W-126 +gW-1 ♦ .8 +90611.5 +M-10&1 +9W-1 +SW -102.4 + +9W-101.4 •99.7 34 +SWam +g'-118. +9W 1L7 +=•197.6 •1 .8 + -99.7 +90 +�132t +WV1 H� •89.9 38 +90118 + • a9W1 -9013 +/ 3 + + .3 +1814 30 +BW -1 1.2 +9Wt 2 +0-97.9 + +9W- .1 +-1487.3-+.81.9 -1-70.4 -1-70.4 +-74.3 40 +gW-t1�.9 + .99. -93.4 +9W 1 -71T7.2 + -+7v-6 +/- &7 +1.73.5 +140.9 +149 2 ;W -WH+ .91.2 + + ft -7I ♦ - 3.1 +169:8 +i +1 44 - - +149.1 4M,2 +1.81.4 +1.77.8 +1.74. +/-70.3 .6 +1.030 46 +9W-985 + +1-87.2 +1 at- a675a H- +881 +18&i 41 -QWT- *147.2 + 1.858 50 +9041.4 +147.8 14 +l- 1-75 +/-71.3 +/ 52 +-89.4 +1.86.6 +18.9 +1.77:7 +1.7&5. 54 + .4 +. 1.78 +671. 55 +1358 141.4 +1-77.5 .8 69 +1.33.9 H-79.4 +1.76.4 + +. 3.5 +149.4 + •7549 84 H-7&8 -T4 L82 +. .2 57.718 +/-749 �- LONGSIDE - ►� SHORT 6� SIDE L TABLE DLMENSIONS 64AY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-tne'NOM. GLASB STACK _ 7tUr LAMINATED - GUM STACK 3118' ANNEALED GLASS "I SIDE3118" TEMPERED GLASS 3/18'ANNEALED GLASS 7118' AIR SPADE USED AT CURVED FRAME MEMBERS ONLY 011.7/8' O.C. MAX 1)DIMENSIONS SHOWN. FOR FLANGED N0370WS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVM-41LE SHORT OR LONG DIUENSIOX 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUALLEG WINDOWS. DO NOT USE WITH FIN -FRAMED WWOWS. i GLASS BITE GLASS TYPE 7 INTERLAYER I q/ LONG SIDE SHORT SIDE M a Q 0 ° w z W GL f 00 Z o . z 0: z F N O ® Z Ian Z 0. aJ9L •»e LYNN � �:' V\CENSF''•�ijf �� STE' YONAL • �' No, 53705 ' �' A. LYNN MUM P.E. P.E.6 Wm 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT Y FROM THE TIP -TO -T9' DIMENSION TO DETERM[NE THE SUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND ISP TO THE NEXT AVAILABLE SHORT OR LONG 09MENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WTTHW. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE HATH FINAMMED WINDOWS. 1-'U18• NOM. -- �-- 7118' LAMINATED GLASS STACK _ 7/10' LAMINATED GLASS STACK GLASS STACK f 8G INTERLAYER 3118'TEMPERED GLASS 3118' HEAT 8TRENOTHENED GLASS 8' HEAT 3RW HEAT STRENGTHENED GLASS 3118• HEAT STRENGTHENED GLASSRENGTHENED GLASS NIS' AIR $PACE 999' SO INTERLAYER"11 11 USED AT CURVED6 U8EMAT CURVED FRAME MEfET� O 29 6!8` PRAME MEMBERS ONLY 28 81�ASS SITE @ 11.718'• O.C. MAX. GLASS SITE WN GLASS TYPE 8 GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LONG SIDE T �•+- LONG SIDE SHORT SIDE SIDE �+- LONG SIDE -►{ SHORT d/ SIDE 9/ I LONG SIDE 1 SHORT SIDE a0) •A*9 too W Window Design Pressure (+h, p9Q for Glass Types 6 8 B °p �w m0 c go PZ D.z .. C9 O 0 `r yLL o O F F 3Q, u = a UF1 a 07-718 72 78 90 94 as 92 tw 1044 IMV2" 112 75-5 128 132 130 140 144 30 a _1 .1 t98-1 }991-139 4 + -130 +88.13D t +991.130 a .139 + •139 +98-139 +901.139 +901.130 *98.130 +901. x98.1'.51 -130 32 30 +98.130 +98.1 +98.130 +fit -130 +M.13D +9 3030 +90V-1 79-W 130 4W.130 +90/-1 +wl•130 }W-13D-W-136--+9Di• 30 + •130 +991.130 +�f-130 a9�-130 34 30 a98.13D +90x•130 +901.130 +98.130 +80/•130 +1511.130 +9N 130 +90/•130 *98.130 +901-130 +88-130 +98.130 +901. a a .1 + f•13D 38 30 +98-13D' +98.139 +801.130 ♦ .130 +�1. 39 + .1 +98.1 + .1 t98-130 + +901-130 + 1-130 + .130 *98.130 38 3D +901.130 + *99/•130 +901-130 +801.130 +Wl•130 +80!.130 +W-130 a9W-130 iSW-13D a901.13D +901. 29. -901-1 .3 49 +901.130 +9Ob130 +991.130 190/•139 1991-130 •130 +98.130 +�f.1 *98.128.9 +98.123.2 +80!•171 + .130 x98.190 +wl• 3D } + .1 + +98.129.3 +98. a 9.7 }90/•118.4 44 30 + _t +W-130 + . 30 +98-130 . +901-130 +98.130 +98.124. *88.119.4 498. 15 E-00 +98-13D -9013D +90143D +W-130 +lSfRi +98-128:9 +88.17A.5 +x•1153 -8 483D a } a + .1 -1 .7 a +30 x99!•130 + -0 -130 + +98.1 -89.41-119.52 130 *98.130 +901.130 *88.130 +89.81.12359 30 -130 +W13D +8941• 58 30 +901.130 +W 130.130 89.81-129.62 130 +98.130 04 1 + •130 +98.1 +88.1 .7 +GW.130 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT Y FROM THE TIP -TO -T9' DIMENSION TO DETERM[NE THE SUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND ISP TO THE NEXT AVAILABLE SHORT OR LONG 09MENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WTTHW. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE HATH FINAMMED WINDOWS. 1-'U18• NOM. -- �-- 7118' LAMINATED GLASS STACK _ 7/10' LAMINATED GLASS STACK GLASS STACK f 8G INTERLAYER 3118'TEMPERED GLASS 3118' HEAT 8TRENOTHENED GLASS 8' HEAT 3RW HEAT STRENGTHENED GLASS 3118• HEAT STRENGTHENED GLASSRENGTHENED GLASS NIS' AIR $PACE 999' SO INTERLAYER"11 11 USED AT CURVED6 U8EMAT CURVED FRAME MEfET� O 29 6!8` PRAME MEMBERS ONLY 28 81�ASS SITE @ 11.718'• O.C. MAX. GLASS SITE WN GLASS TYPE 8 GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN LONG SIDE T �•+- LONG SIDE SHORT SIDE SIDE �+- LONG SIDE -►{ SHORT d/ SIDE 9/ I LONG SIDE 1 SHORT SIDE �.,\\11 LYNM 1� E',p ' N0.68706 STAT NF [/: i�,��S • •. OR10P.• G, a0) •A*9 too W W °p �w m0 c go PZ D.z .. C9 O 0 `r yLL o O F F 3Q, u = a UF1 a LL p O b LL 75-5 �.,\\11 LYNM 1� E',p ' N0.68706 STAT NF [/: i�,��S • •. OR10P.• G, EDGIE DISTANCE INSTALLATION_ TYPE A WINDOW HEIGHT 2X WOOD SUCKSTRIP OR FRAMING, SEE NOTE 2• THIS SHEET EMBEDMENT �1f4' MAX OSHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8, THIS SHEET INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT EMBEDMENT 1X WOOD SUCKSTRP, a� .. MAX SEE NOTE 2, THIS SHEET ` . SHItM TVP. ANCHOR TYPE, EIMT3EDMEMANOEDOE EDGE DISTANCE PER SUBSTRATE, `� •. DISTANCE EOE - SEE TABLE 8. THIS MEET DISTANCE J 8 • s 114• MAX. SHIM 412 STEEL SELF-DRiWNO SMS (GS), SEE TABLE S. THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADWO � MIAMI-DADE AP [PROVED MULLION ID (SEE SEPERATE N04 AUA WUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE S,THIS SHEET • v � 11 .a'� � •-: CXTNCRETEICMU ` PER ANCHOR REQUIREMENT EXTERIOR �V 1� VlS18LE LIGHT VdID1Ti WINDOW BUCK WIDTH - 2-W max O.C. YYINOOW BUgC WNIYEFi----------- P= PMe(Stia0.66 - TP TO•TIP WINDOW WNOTH -x HORIZONTAL SECTION_A-A 114• MAX SHIM 1X WOOD SUCNSTRIP, SEE NOTE 2. THIS SHEET CONCRETE PER ANCHOR REQUIREMENT INSTALLATION Imo—I)t3T�GE �TYP•ANCHORTYPE.EMBEDMEHT TYPE s AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S, THIS SHEET VERTICAL SECTION B -B TAM F At r:. CONC2iEFETCMU PERANCHOR REQUIREMENT Armtor SUbSIMW him EcIp ANelSrwe Mln. Embedment max O.C. 012 or 414 410 SS Somw P= PMe(Stia0.66 1e' -x ft,' 0w. 17 A9e8teet 318' o.oNT9' • t Slee! SINN Gr. 33 rrdn. 918` 0.046' S Ge • 12' 012 ar 014 Steel Sw w (G6) 8 P.T. Softm Pine808378 &18' 1318' 12, mfn. � • 0.069" A38$" 918' 0.083•' 12' 12' $tool SWM, Or. 33 min. 9I8' 0.048' LIS Ga • tr 1f4' 410 SS omteFlex U Cmul 2. 2' 1.1w 12' C ourete ". 9.36 BSD I 1•I 1.814• tY 11m Steel Uftmwn Corwa to - 2.85 66 T 1.314' 12' Qrw sla Onk4 2. 2- 1.3J8 urvoute CMU, - 410 1 GwuW CMU IASTM C -9D 2-117 iV4' 12' 6118' Steal UlBaeon C tefote ' 3.8 1-1J 1 12' G CMU 12' mIN.0Y.3 JttKhPIR46tTUNU IHt MCIAL`utMINAM INSTALLATION NOTE8: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -I) , ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-IM.1XWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1 -IM THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGI[EEREO BY OTHERS OR AS APPROVED BY AUTHORITY HAVWO JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASM TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. LYNN 56105 7 p�l3 'Lu '� '. STA E F :•=W: ��` ' •. FYORIOP.•�Ui�`� ��i,s ONAtjltt`` A. LYNN MILER. PE 2X V40W S 1CKSTRIP INSTALLATION mDE 0RFRAMINGi.SEE TYPE r' DISCANCE '� NOTE 2, THIS SHEET INSTALLATION TYPE E 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT 40(w. 1X WOOD SEE NOTE 2, TYP. ANCHOR TYPE, EMBEDMENT AND EOGE DISTANCE PER SUBSTRATE, -- — SEE TABLE 9, THIS SHEET INSTALLATION TYPE F EMBEDMENT 9 SHE SSHET A ET � %a EDGE DISTANCE 9 � , J L Iw MAX Subetmte Min. Edge tNelance On. Embedment Max O.C. 8 aokO 2 SHIN! .._Mostem 318' SW Stdd. Or. 33 min 3f8' 0.04V18Oa • 12' #12 or 014 Steal Scmw ((M TYP.ANCHORTYPE 9118' 1318' — EMBEDMENT AND EDGE t2' 8teef Or. 33 rotn. 318' 0.04 18 Ge • 12' DISTANCE PER SUBSTRATE, u 11 4! SEE TABLE 9. THIS SHEET USED AT CURVED .'I EXTERIOR 1, FRAME MEMBERS ONLY 11-718D.C. MAX 1' V m VISIBLE LIGHT 12' @ I� WINDOW BUCK WIDTH -2.314' M - ir CMU C-90 2-117 13/4' PER ANCHOR RE R ANCHOR C WINDOW BUCK WIDTH fret§ mtn .5 ketl HORIZONTAL SECTION C -C 1/a' MAX SHIM {-�— 012 STEEL SELF-DRI.UNO SMS (GGA SEE TABLE 9, THIS SHEET TABLE S. INSTALLATION TYPE H _..J EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOAJ ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE S.THIS SHEET �1IC MAX SHIM 1X WOOD BUCKSTRiP, SEE NOTE 2, THIS SHEET } •'p' : ..a , CONCRETE PER EMBEDMENT ANCHOR 4V i ,i REOtIIi34ENT INSTALLATION EDGE TYPE F DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER VERTICAL SECTION b -D SE SUBSTRATE, E TABLE 9, THIS SHEET ....•. aTT �x Armbor 012 or #14 410 SS Somw_ Subetmte Min. Edge tNelance On. Embedment Max O.C. 8 aokO 8083-70 nNn. 2' .._Mostem 318' SW Stdd. Or. 33 min 3f8' 0.04V18Oa • 12' #12 or 014 Steal Scmw ((M P.T. Soolilem Pias (80=0.55) 9118' 1318' f2' ftm� 75 min. Q Steal 378' Mow • t2' 8teef Or. 33 rotn. 318' 0.04 18 Ge • 12' H4.410 SS CmlaFtm u z 4! t2` ComMe 0alm 3.35 kat) 1• 1.374' t2' 114' Steel Ulhlm Conoauta 08K 2.85 kel) 1' 1.314' 12' O*mrae 2.65 ho 2-172' 1.318' t2' 2-U2 14M ir CMU C-90 2-117 13/4' 12' 5146' Steel tgiman fret§ mtn .5 ketl 1414" - 1314 t2' Omul . A8 2- • NTN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALIXTION 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 7HICIWESS IS LES STHAN 1.1R'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD MOM DEPICTED AS •2OPARE 1112' THCXOR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS ORAS 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 APPUCASLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. VV XN �Z 0C9 t. � (j �z az . Q3 O z O � e� O ti' N G9 LL z �fi. CY LYNN ' No. 58705 x •0 STA A. LYNN MILLER, P.& P" 58705 TYP. ANCHORTYPE 2x WOOD SUCKSTRV EMBEDMENT AND EDGE —►i EMBEDMENT ORFRAMINO,SSE NOTE 2. THIS SHEEP INSTALLATION INSTALLATION. DISTANCE PER SUBSTRATE. I TYPE J TYPE K SEE TABLE 10. THIS SHEETEDGE EDGE DISTANCE DISTANCE 14' MAX EDGE DISTANCE INSTALLATION o SHIM R06ply RBM31YL0 TYPE P F� wE i 1 2X WOOD BG, 11 W _ OR FRRNSNO. SEE SEE NOTE 2,'CHIS SHEET NOTE 2, THIS SHEET ct&ec g �v3tUlba Florida w�� p•l� �g 14" MAX TYP. ANCHOR TYPE, EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE. '- 4 v 8 SE9 TABLE 10, THIS SHEET tWami EMBEDMENT a 11 3 EMBEDMENT I• USED AT CURVED 20 FRAME MEMBERS ONLY (� 1 i•7AT' O.C. MAX. ................................._ n 11 EXTERIOR WINDOW 4 11 M co �a BUCK I Y' VISIBLE LIGHT WIDTH = 5 /�� HEIGHT va•MAX s1aM —•{ WINDOW BUCK WIDTH - WINDOW BUCK WIDTH} N slap i g! e VISIIRE INSTALLATION HORIZONTAL SECTION E -E O Z O d HEIGHT- TYPE L Z v o 7 WNDOW SUCK 0'10 STEEL �oe ma HEIGHT • SELF-DRILLI•xi Steffi 00 2-3W (GO), SEE TABLE % 'RIS Z a Z U. SHEET TABLE 10: q O A=hW Suistiete MIA Edge Max O.0 E7latanee S fig cell Box Nall SalOmrn Pine 5/16' S' k •/ x .113' P.T. Z Z 2.12' x .1131' Common Nall P.T. 9arttn Pine 315" 6 F F 21 5 OR F�WOOD BU IP 2-12" x .146 Nall P.T. SaA wn P(ne 318" 6 P.T. $who PIre =0. 112" 6 ItO x 1" Slael 9ermY 0.w Ahemho. 3-T5 mUL 51ir 6 LL O Z '� NOTE 2, THIS SHEET V 116 A35 Steel 8H6 6 O § Q• 5 �tIrMAXSHM MIAMIRADEAPPROVED MtRLION Step T lSr.33 116 (SEE SEPERATE NOA), ALUMINUM. ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Z STEEL FRAMING OR STEEL STUD. it. W SEE SUBSTRATE PROPERTIES, INSTALLATION, TAME 10.TH IS SHEET TYPE J LYNN �q11"�i,�� J EDGE DISTANCE .� INSTALLATIONNOM ., C' .' •'., TYP: ANCHOR TYPE. EMBEDMENT �— EMBEDMENT t.119E ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMTIS. :• N0.56705 — AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS *1r, ARE SUCKS WHOSE TOTAL THICIMS IS LESS THAN 1-1Y.1X WOOD SUCIW ARE1 -7 , - OPTIONAL IF UNIT CAN BE 04STALLW DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS `M ARE 1-12' THM OR GREATER. ` STA E VERTICAL SECTION F -F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING ��Q . �i'��'•• FLORIITP•'�(9 _ JURISDICTION. �• iss� 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. lilt 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A. LYNN MILLER. P.E. P.EJSM INSTALLATION TYPE M� FOR THIS O4ST'AUJaTTON METHOD ONLY, ANCHORS MAY BE NO • MQRE THAN 8`O.C. 4 EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT• HEIGHT V480M BUCK HEIGHT - 2 -SAY INSTALLATION TYPE N EDGE 2X WOOD SUCKSTRIP OR FRAMING. SEE DISTANCE f — NOTE 2, THIS SHEET t1t4'MAX U 3 SHIM -TYP. ANCHOR TYPE, EMBEDMENT NO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED EDGE DISTANCE I FRAME MEMBERS ONLY @ t i-718" O.C. MAX CKMICRETE/CNIU PER ANCHOR REQUIREMENT 1W' MAX. SHIM INSTALLATION TYPE 0 FOR TIN INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 6' O.C. #12 STEEL SELF-DRILUNG SMS _ (G6), SEE TABLE 10, THISSHEET INSTALLATION TYPE M INSTALLATION IS FOR THIS INSTALLATION - TYPE N EMBEDMENT METHOD ONLY, .'. 114• MAX11 ANCHORS MAY BE NO SHUN •MORE THANB'QC. ..• 1X WOOD BUCKSTRiP, SEE - 2X WOOD BUCKSTRIP NOTE 2, THUS SHEET '. OR FRAMING. SEE a NOTE Z THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. •' 8 SEE TABLE ft, THUS SHEET . WIDTH yyDOWBUCK'WIDTH-z -3 1• WINDOW BUCK WIDTH TTP.E, j} EXTERIOR EMBEDMENTDMENT AND EDGE DISTANCE PER St83STRATE, ..• r'• �, DISTANCE 3EE TABLE 11, THIS SHEET 1-318' 114' MAX SHIM MIAMI -DADS APPROVED MULLION PERANCHOR (SEE SEPERATE N04 ALUMN)K REQUIREMENT STEEL FRAMING OR STEEL STUD. EXTERIOR 0 SEE SUBSTRATE PROPERTIES• u TABLE 1f,TH15SHEET 1X WOOD BUCKSTRIP, : SEE NOTE Z THIS SHEET HORIZONTAL SECTION G -G TAM C 44- AMM T MHa Up Omer"smdna EDGE ..• r'• �, DISTANCE 0116' 1-318' CONCRETE/CMU 6083_75nfn. PERANCHOR A36Sted 3f8' 0.063" REQUIREMENT Steel WA Q. 3s min. 316" 0.046' 1BGe ' EXTERIOR 0 9120(#14 Steel Swefv (Ci6} AMM Su4abate MHa Up Omer"smdna Mn. Embedawd Max. O.C. 912w#144108SSorwv P.T. 0.86 0116' 1-318' 6' 6083_75nfn. ° A36Sted 3f8' 0.063" 6' Steel WA Q. 3s min. 316" 0.046' 1BGe ' r 9120(#14 Steel Swefv (Ci6} P.T. Sw hom Pin 0116' 149!8' 6' AlwMm 6083.15 aft 318' 0.68;1" A368ted aw 0.0w.K2' Steel Gr. 33mbu 308' 0.046" 18Oa , 9/4.4103SGateFlax mw ow 2-'U2" 1-114' wwZ CmwWo mM.3Mk 1' 1.314' UUmoon . 2.86 k 1414'114'Stae1 2C Owmte 2.88 2 -NF 1418•CMU 1• M 'GGGO C90 /F ��.8tee u taoon Conotete 3.S 1-N4' 14/4' GwAed TM C-80 2.11E 1414" 1F FAM OF 3 THREADS SETUND im HETALSDSSI KAIC. • "a : % 44;44: INSTALLATION NOTES, ENT `• . °'.' ! . . • . '.' . �: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEONENT AND EDGE DISTANCE LUNITS. A_ • . y ,' 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'tr ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 14/2'. 1X WOOD BUCKS ARE .EDGE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD SUCKS DEPICTED AS 'M ARE 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAV84G DISTANCE JURISDICTION, VERTICAL SECTION H -H 3. FOR ATTACHMENT TO METALTHE STRUCTURAL MEMBER SWILL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW E. FRAM 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM -EITHER WINDOW OR MULLION NOA APPLES TO WHOLE SYSTEM. 1LyNiv eres ' No. 58705 ' '7 0. •' STAT OF "';,/ S1pNA1- a iYJod441nti.Eis r.E. P.E.968706 a N 13 >- n d 0 C4 N V o 2 QL z ° C3 f? > r QZ 0.Z Z P LL O w ~ tGG4S O O Fz wwZ 2C LL Gall M 'GGGO 1LyNiv eres ' No. 58705 ' '7 0. •' STAT OF "';,/ S1pNA1- a iYJod441nti.Eis r.E. P.E.968706 ASSEMBLY DETAILS FOR FLANGE &EQUAL -LEG FRAMES V Deecriptlon tYletariel 1FlongW W CORNER Frame 1 d. 2EgnM" FRAME ASSEMBLY I 10 ALL CORNERS TO Ahxn.13=45 USE GASKET AND/OR SEALANT Alum. W83.78 47118° m / / Alum. 808376 I / Glass Bea®ng Alum. W63-75 JIB / n EQUALAEG FRAME ilimidallan Fastener Cmw FRAME OFLANGE 30 4224 TABLE 12 RlgidPVC ANGLED/CURVED FRAMEASSEMBLY -FLANGE FRAME ALL CORNERS TO USE GASKET ANDIOR SEALANT MITERED FRAME WITH 94TERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Amr4=25 Deecriptlon tYletariel 1FlongW � Frame Alum. 808376 2EgnM" Frame Ahxn.13=45 3bntegrel Fin Fmme Alum. W83.78 47118° =wtoLLB z Lama, Glass Beadng Alum. 808376 8LG, �zaz°� Glass Bea®ng Alum. W63-75 80 4270 ilimidallan Fastener Cmw x". 0083.75 8b 4224 bta(elldonFadener'Corosr RlgidPVC 10 70589C Gasket (at 90- comer joints) P*Slhy — 11 TP24718 VW BWb WeathwWp Rex PM Duro. 85 +!-1 13 Oax 8178, GE 7700 Silleons or Eqi& 20 716M Setting Block, Mane. 3116'x 7116 It f Newem We. 86 +1-1 21 71704AK 18aft Block, I.G. 3116 x 1432' x 4- Neoprene, Duro. 66 +/-1 22 DURAK716 7116 DumaSeal Spacer es 25 ��,a��•'�\,\CENSE'' 1#8 x 1-114- FH SMS Stainless Steel 30 781PDX 1#8 x 1- Quad PH SMS Stainless Steel .074' 1.876• -I-- t.oao• JJ�� Agp macs• � FLANGEE FRAME #4253C, 6083-T5 —►t)rt .870• �� .5..178 Il p �-+►Ii�- .050BU 7H6- LAMI OGLASS BEADING #4266, 0083-T5 ASSEMBLY DETAILS FOR FIN FRAMES AN%A9M!RVED FRAME ASSEMBLY W OORW R FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (MOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT ATALL CORNERS 4.784• .084•--..il•s— 1.378 � .074• I� .OBT .504• .436• OEQ EG FG RAME�� #4285.6063-T6 L f"— X48• .875• r• — mr LG. GLASS 5 BEADING #4254,6063T6 .as4• � I...� .o7a• o4r 1.378• 1.128• .077 3 FIN FRAME #4256.6063-T5 2-P INSTALLATION �0 FASTENER COVER #4270,6083-T6 K N C � f-10 =wtoLLB z � �zaz°� QQpLL 8 0 A Z O LL � elm es ��,a��•'�\,\CENSE'' * N. 58705 -7 .�'• STA Q �� S/ONA1- `��`� A LYNN MASER, P.E. REA 50M MIAMI. DI#DE 141IAMIDADE COUNTY, FLORmA 0 PRODUCT CONTROL SECTION DEPARThIENT OF REGULATORY AND ECONOW11C RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADAIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .,w.miamidade.govleconomv PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas %vhere 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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke.this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - - - _ Extruded Aluminum Tube Mullion L.M.I. _ Clipped _ APPR�AL OCUMENT DrawingNo. 6300JR, titled "hnpacf Resistant -Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 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 herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNMATION 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 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. Gascon, P. E. NOA No. 13--6845.as� "f '��. Expiration Date- May 26, 2616 Approval Date: October 31, 2013 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10- 0819.05) 2. Drawing No. 6300JR,.titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22; prepared by manufacturer, dated 08/29/11, revision "A', signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. D. TESTS I. 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,4), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Subinitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 09120/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11---0922.01) D. QUALITY 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 and complying with the FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05105/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) Johne A Gasco , P. E. Product Control Section Supervisor NOA No. 13-0815.05 .Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: .EVIDENCE SUBMITTED F. STATEMENTS (cowmm) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02128/11, signed and sealed by Marlin D. Brinson, P. E. (Subfnitted under previous NOA No. 11-0922. 01) 4. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. I1-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion. - L MX% approved on 12/08111 and expiring on 05/26116. Jaime D. Gase n, P. E. Product Control Section Supervisor NOA No. I3-4$15.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON4MPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPEBNG WOTH FCR VERTICAL MULL MULLIONS I / "� 8EEDETA-3 A -0.S aNeETsaa SEATHRU ; SHEETS 2-3 l` ` I / MULL LENGTH I //� III �� /8E@DETAB.B �HOR20NTAL hD,al1; MULL BHt�'7S a3 LENGTH HORI2QVTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYMAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 94KMauLARB SM 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS REE HAVE BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UCSD. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 18 BEYOND THE SCOPE OF THESE DWRUCTTONS. 1 WE WrABJ9 ATHRU G: 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND / SHEST62.3 ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN HWGHT PRESSURE OF MULTIPOLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. FOR HOW-ONTAL (S WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). hn LL _ 3AaE 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCDD. WOOD SUC'M BY OTTERS, MIST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL. BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. POWRATM PRODUCTSMAY ._BLs OFANYTYPB. S) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S: ANSVAF&PA NDS FOR WOOD CONSTRUCTION; IgE ADMALUMINl1A4 DESIGN MANUAL MANUFACTURED BY Parr. II) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT•APPROVEO FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONSMAL: i---ONENWG!V" N--HomMULLLLLENOn1---j "I LENGTH Y OPE HEXGNT ENU. 1� p"I l� LEH6TH T L L SINGLE MULLION SINGLE MULLION + OPN3 R�1NmTH wRYERnraI.H66.L OFENIAIG WIDTH _ FOR VERTICAL. MULL "1 SEE CORRESPONCINa DETAILS MULTIPLE MULLIONS FRM FIGURE 1 ABOVE. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (L68/FT°1 FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. GENERAL NOTES_....».........___.1 INSTRUc=NS_............._.......1 ELEVATIC*m ..... ___.____.I MULL T02X WOOD...._._...__. 2 MULL TO ix & MASONRY.....__ 2 INSTALLATION NOTES_..._._W..... 2 MULL TO MASONRY_._ 3 MULL TO STEEL BTUD___....._. 3 MULL TO ANLL_...._._._........... 3 ANCHOR Si'ECS...«..._..___._ 3 ALTERNATATECUPIL .............4 BAY MULL 0IS7ALLATION......__.4 1 X 2 X.126 WILL SPECS......__.__6 1 X 2 X.376 MULL SPECS. .__._-- 8 IX 225X =MULL SPECS.. 7 1 X2.76 X.86 MULL SPECB.........S 1 X 3.126X.0 MULL SPECS......0 1 X 4 X .126 MULL SPECS_......10 1 X4 X.376 TUBE MULL SPECS.. 11 1 X4X.376 "f' MULL SPECS___ 11 1.26 X& 1 M X 265 MULL SPECS 12 2X 4 X.26 ANLL SPECS......... 13 2X8 X 26 MULL SPECS. -14 128 X 2.11 X.128 MULL SPECS... 16 36° X 326 BAY MULL SPEC& —.18 48°X 326 BAY MULL. SPECS__... 17 MILLION &CUP DMAEM610NS.... 18.28 EXAMPLES 1 & 2_.._.....__..._..».2t LOAM$ EXAMPLES_.__......_.22 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR! OR'TRWMAARfTRAPEZOIDAI°. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY RBS{F1'4 FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 PRODUCT RBVNB OD �Bpty6�a11kUmRterl9s RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORtZONTALLn THE MULLION CAPACITY (11361FT 5 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE RE UREMENT (L8SFM FOR T14E OPENING OBTAINED IN STEP 1j I 2R!!�!pm_ 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THEVALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS) THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. `L1 t 1 H I t I. till/ 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE\�p�...� ANCHORISUBSTRATE/ANCHOR•CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. ' *. Tk Z * :. NO.66705 7) IF THE MULLION CAPACIT'Y(IBSIFT°) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ S) VERIFY THE DESIGN PRESSURE RATING (LSWFT°) MR THE FENESTRATION PRODUCT TO LE USED AND COMPARE WITH THE FINAL' i�itt '•.. FCOR)OP. ' _� MULLION rAPACITY(LBSA M OBTAINED FOR THE MULLION SYSTEM, THE LOWER OF THE TWO SHALT. APPLY FOR THE ENTIREMULLED FENESTRATION PRODUCT '/�/ Sia 9 HIGHLIGHT OPTION USED AND TABLE VALUEY. S USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. I ��t_� A.64MILLME P.E. FL P.E.# 08706 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) 1 MIILLX)Nt of BflEers 18.�F�I�EE LOCArm am w m OISTANICE Fmwom W^V' S =VMAXFOR ALLMULLIM q o e' o a O q 4 qp 'e O e O EXTERIOR 44 TYP. ANCHOR nwnm PERSUSSTMTE, SESTASLES SEE TABLES 18-105 EDGE04D DISTANCE i, SEE TABLES 18.108 AND ATTACHMENTBY orwA% "• •:a: •• �.� • 8E8 NOTE i. ~r:;i. 'Ji iA:. '•r.' • y `t'` iy SH88T1. SIDE VIEW FRONT VIEW DETAIL B: . Niem Dab FTP BM CnmTa ARWON 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 11 MULLION ATTACHED TO IX CEN3 " •. �: V R ' FOLLOWING SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR INTERIOR CLIP MAY P BE USED. * : No. 58705 Fyp' F RPATF, x WOOD BUCK AND MASONRY ' ' e "ET... �©' STA k/w: 5) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MWMFDADE COUNTY APPROVED �� `� PC 0), OR1 ��FS aun an �A. seeseeraatssletos FL P.E.# 58705 (STANDARD CUP SHOWN) erorHene, see NOTe 1, e i p! •,�•-•jn i _8tfefff9 _ .; .:C•.i. 04 e :a•.� MM2.?KM .4 i I COMFIETEW2cA8, e n • A _OBrArz�. SEE SEE EDGE OISTANDE ,&108 Ix e a FOR ANCHORS W e 4.. I SIDE VIEW a: O e' a e q STANDARD � ELIEXTERIOR EDGE DIST FOR4. e- v , ~ Z d VASONRY ANCHORS 4 � Q TYP.ANCHOR SU88TRATE, SES TABLS81&148 BUCIt61R¢+ AM �' }� •. SEECwe 1. SHEET 1. 68P12.TKSI QONCRET80RC w . FRONT VIEW PRODtACT' RBVISBD as+>,nePtymg 1YAN1heFluridu INSTALLATION NOTES: . Niem Dab FTP BM CnmTa 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 ��`oNy LYNN '• CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE CEN3 " •. �: V R ' FOLLOWING SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. * : No. 58705 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL Q SHEET 3. ' ' e "ET... �©' STA k/w: 5) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MWMFDADE COUNTY APPROVED �� `� PC 0), OR1 ��FS ELGO ULT BACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. �A. LA44M MMiLtk P.E. FL P.E.# 58705 DETAIL E: DETAIL C: MULLION TO MULLION MULLION DIRECTLY ATTACHED TO MULLIONU CLC INTERSECTION NOTES: �k~ MASONRY STRUCTURE 1) MAY BE INSTALLED IN'TEE' OR'CROSW ffi o (STANDARD CLIP SHOWN) va INTERSECTIONS. a 2) MAY BE INSTALLED HORIZONTALLY t I 1 (SHOW OR VERTICALLY. I TYRANCHOR L , EttNERTHE I PER SUBSTRATE. SFawDARDa� SEE TAMX01840 3) SEE U-CLIP DRAWMS. SHEETS I8-28 a Q cniAvBE i IotarANc TOP VIEW FOR CORRESPONDING MULLION. tTHHaISratkuaMOeDv. 11 d1 j1 n .. a O FVAaAtIM J M x(n pBELP-DWltll e^E-DPoLL ° MULLION AND USE SM W E O m to G 4a ' • 8 MULLION U1 EXTERIOR 4 q PEON ;.° a .k Z_ Amon i B+RERSECiiON Sd. O ucuP � z Z n 0 EXTERIOR :0 Z .- co TYRANCtMQ � PERauasTRATS d 4. G ~ o p r S�TABLES 18-10WSSN?ETSIS-WFOR SUSSFttATE.N H 'O O •�� HOLELOCAMONS ' SUOxaTwP SEETAtttPB t&fOB AND FRONT VIEW EDGE � ATFAtSI6SENf OWN=F- ,. j.. BY sm NoTt�. SEEFABIE9 y OTEI . '° �' iB•MB ~ Q RIM '. MEET 1. °' < Q (CCC�JJJ Q . • .. D1aTAt10E a INZ7KMOONCRETEaROW r�asa«mcavcl oRa�u Ire � SIDE VIEW FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: aTRUCF1AtE 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. TYP'ANLL a PERSUBSTHATE 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION camsmswm .\ PRODUC't'RBViSBD ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE taaoFOR as oemptyiDg wm the RIwWa imilaac� 3'�. CORRECT OVANTRY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE `. HOLE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. AD �`�; tOcmTwxs Acceptsnce �� 3) ANCHOR HETYPE MAY BE PANHEAD, H EXHEAD OR FLATHEAD. p G 4) WOOD BUCKS ARE OPTIONAL, SEE DETAL C. SHEET 3 i11111tI// 8) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO V4' S.S. AGGREGATOR MASONRY ANCHORS. SK TADS \��ON ......... /(` P�28TI�LSTUoaTHR�6.IERTHAN �� `�1�, GEN`Eff FRONT VIEW Its A�a USEM 't AYTACHMENTOYOTHM ` * No. 88705 EXTERIOR U9E44OODANCHORSPECa SIDE VIEW NOTES' 'O a 15 1) FOR 2X WOOD-BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. �i'�� '• ,Ft ORIDP. % �.�� 2) SEE CORRESPONDING MULLION TABLES, �SS��IVAt- NN �N SHEETS 8.17. FOR OUANTIfYOFSCREWS. A. LY{IlGttufE�R. P.E. FL P.E.# 58708 DETAIL F: DETAIL G3 DETAIL W FIELD•MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION 4F -CLIP). (ANGLE CLIP) (ANGLE CLIP) c SEEDETAILSA-E. - mOR45, _ �x - SHEETS 2AND SFOR I STALIATION SAYM LL TO SPECIRC SUBSTRATE& 0 tA2.LION b � 0 o O a Lu 0 0; o 0 o a o o LU 0 o TOP VIEW SIDE VIEW � I m U � to stwawxm»rxa•xa2� TOP VIEW c� � � MuwoN � I I ijR EXTERIOR seETa� e�taBus Z_ U U I TYP.ANCHOR I '� O STANDARDMUwONCUP PER&MTRATE. EXTERIOR . N Z /\� OONMON& Fm.D i BEE TABLE8fEH116 c - I T7 .raj 2 `- rx rx.12V ANM CLIP. 2PERMILLME MUST BE D18m INSW OF MIAL S7EEl.ALUM AROM'OOD.STEEX, STANDARD01.PTO86 EXTERIOR OR MASONRY ExTEPoOR ALUM, CMU OR MASONRY MODWOMIN-pm. EXTERIOR ®�Rte. fgyS a'ltN stteFlmwa o F� n � ® BJTowaoD.BTEe.. i>�e Oi6 ® I ® ALYM.CMUWi MASWNY 1 Em UWANCE rodua orero PER ANCHOR EDDE PER ANS NOTES EM INSTALLATION OPTION G NOTES FOR INSTALLATION OPTIONS F: O 1) USE 2 ANGLE CUPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION.;' 2) DETAIL G: SEE TABLES 18.118 FOR ANCHOR OUANTES AND SHEETS 1&2D FOR HOLE * No. 88705 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126' X 211' X.128' MULLION. IIILOCATIONS. ' 3) DETAIL H: SEE TABLES 128 OR 188 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR c/t ! 9 �$ E — 2) SEE TABLES 1&10B FOR ANCHOR QUANTITIES AND SHEEi318 26 FOR HOLE IOCAT10N5. ` HOLE LOCATIONS. i Q STATE OF t �C/: 3) THE 2X6CLIPISNOT Sl11TABLEFOR THIS APPI!CATION. i � '•• �FCORIOP'.•' Cji�� FL P.E.# 68705 TABLE 1A 1pi 80b soln 70 fn 80In 901" lwta 120 In 140 In I ISO at taeotertgtdm TtWfSlang. Seolmt " Tiaou`17 11 ar 71091510,118.TIWTdan. R TmAMUI0. fWal slow Tiep?dmtg. R4otea " 7hwrdM. 11189mm� ReofaogulW TNIVII&M 1.2..126 L L- tg L-av L-av Leading - L - ft Losmt'g l -ft Loo to t=ft U309 Loedtn9 lowing Lou" Loadlag L -ft Loading Alum Tube Mufflon S !�i 1i�i[ li i lI�! 11 1f !�� 4!�ll�!1 �I41 ] �i 1}I#il9$ if �� ii 11l�il3ll�i 11,1 i! �I#i 3� #t 1 TABLE 1B IAA (. ! • • i � ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 8: 3)MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS IM 2,0 ItyTeb[g FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. Am1wrClpPadarn9 smbaAt10fl07C trete are conmem 3.®c cono. HaftcwF?aea .126' CtdU neral 61B•Ebe V4°BS WWW"N4"96 EftgW&eel 012 steel 012 B1ea1 AnofmrType 5718'EkoUxWm V4'film UdfaaOn 1 3!�'EloolBltecon tl4'Elm 1&xaoan Ag2r4Om� I>0tma1 Aggteaator SMWPR SMW(1357 SOW(65) 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAT)ONS. HOLLOW AND GROUT -FILLED WOOD SHALL Edge Distance @n T 2-1w 1` 2-17 34w Y I&112" r 2-1R• 2 3-w 84 014W 0.84' mw R=1117F Wa M, ENbedmenl LI at 1 15/4' ta74' 1.314• 1314• T 1-11v 1-1r4' 1-1l4° [be45508 1-114° 1-174' 1N4° T "nlkitft 1x18• =Me tars• 420 On rata. molls 4 Aaormta ®1.18' 11h OA I S (at 0" COP (Ptg- 2k 480 me man WA WA WA WA 380 to WA WA WA WA WA w wa son. 11201x3 4At*= 0 T Mki, O.C. 1(2)USA109Ms/{Ffg. 780 VX 78O IDo SSDD» 16SOOa 7896 Do 840ft 5e0ma WA 76DOs 83Dma 00 to 2384 Its es20s aaoD,9 MO RO 2Aa48ms "45 Mh O.G IU=A MOW AStm. . 4k 1•SA WA WA WA WA WA A WA WA WA WA 71806 sAtsltolrf4:ay(F .ek 18626 I.. 228 Me 44S0S 622 ft MSO 14O ma mD» STOSs xi42s ss22e m%us 783Wa 2tOlba 28DtDs 2AWtsea®1.�'LSra GGl F•CSp(F[q.8) 210fo1 =We WA tVtA WA WA 1901De WA WA WA WA WA 32806 4201x6 680me NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTEN) AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 110 1111 101 � • 1111 • FIGURE 3: IAA (. ! • • i � ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 8: m 1111 o - i Mo Isi (DP,.,)X(MULLIONOAP„, „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 MOH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. IAA (. � 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3)MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS IM 2,0 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .126' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAT)ONS. HOLLOW AND GROUT -FILLED WOOD SHALL I 111 ••. Q �� CONCRETE BLOCK UNIT (CMU) SH/LLL CONFORM TO ASTM C-90. BE PRESSURE -TREATED ytcENSR YELLOW SOUTHERN PINE WITH AN 80 OF 0.65. ALUMINUM SHALL BE 8083-T6 AND BEAMINIMUM OF.125' ` * THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.128' THICK AND AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1• X 2° X .128• M(0.11ON No• _ z . • 1(y x5113 ••. STA E '�'��'••.FCORtOP' C9 At- �``. A.eiMMd alit P.E. FL P.E.1158706 TABLE 2B FIGURE 2: - TABLE NOTES: Anchor Cepachy Table (We) o� 7ptyt6gtv{81 Om Ftoride Codo Mufflon Capacity Table Pgb stftbRdu 78 cowd. WndkB A isnc6 No orp. OpeningWtdth(forved nvAc 9) orOpwftgHeight (for hxtw 1Iyspatllirt mdfo179) `I 1.000' stet Archer CalePegems AnoMti7p8 Ct8 Eteet90ee0n 114 t9800m 501n 60In 70In 80in BD fn too to 120 to EtnbWMOM 14W 140 h1 1414• t80In 1 x 2 X 375 neLd03ft T/eImpllttreelg. tieLgamettgt4et TnLµoYe4,mft1g. Loft % T+L-ibleO. ReLaoluan8"oler teeLol/er8aO18. RetbAteft TrLos" • ReLaae04 T L*o ft itsLw • mte+ T7aLoaft Ream101de1 Looft T LmCn9 I.ea19n81ar Tto�'199 AIUM. Tub" Mumon � ,({ �• pN.............. uC '�� • &AA ANGLE CLIP MUST BE 290 4) SUBSTRATE& CONCRETE 8HAi.L CONFORM TO ACI 3019PECIFICATIONS. HOLLOW ANDGROUT-FlLLEDL 488 .37lP 1182 roe •• �GENSS � Q?:' '•, •& 420 et. wo WS 4 AmhM 01.'10' fXM 0.0.1 Stenftd tw06d) Mp (ft 21 401be 700 as WA FIGURE A WA 380 fp WA WA WA WA M 892 fro $401b8 Max 4Anetpt80r WA O.0.1(2) 248 koe Caps I". 3T 78008 78016s 68DRS 42 t. 170.0 We 1760 436 151.3 M 170.0 478 1267 662 170.0 508 113b 6C. 1$9.6 618 lot$ 1162 18a0 Btt 808 � 1888 817 78T BCC 1889 547 84.9 692 1868 $1T 667 632 188.8 tit? WA 48 In 121$ 507 13$0 419 101.4 501 119.2 410 See 607 1087 .03 7a0 607 1028 399 67.6 80T 98.6 39r 60.8 607 89A 398 50.1 1 107 98.0 398 434 807 89.0 398 380 807 89.0 398 SMAZIA 114.6 370 844 458 011.0 371 74.1 450 90.8 384 60.8 468 848 880 WA 458 81.3 36T &L8 458 Bae 369 43.2 486 800 We 37.0 456 860 388 324 450 60.0 360 WA 541, WA 83.3 38B 712 400 808 We 61.0 400 72T 322 63.4 400 $7.3 368 41.8 400 84.0 We 427 400 823 314 36.6 400 81.8 373 30.8 400 81.8 313 267 400 81.6 379 Bab 68.9 278 51.9 324 57.8 270 44$ 324 51.E 254 349 WA 469 260 34.8 824 43.0 267' $4.1 328 42.0 20 28.0 324 40.6 263 222 324 40.5 253 106 =4 40.6 263 63 In 4 67.4 292 44.8 284 492 248 364 294 43A 241 336 2e4 3&$ 7.17 20.8 204 37.1 234 248 294 3&2 232 224 294 33.6 230 '0.2 284 364 230 148 294 33.4 230 BB In 49A 230 m 39.0 298 424 225 334 268 37.5 221 28.2 268 34.1 218 26.0 768 31.6 NS 23.4 288 2$8 212 19.5 288 280 210 18.7 288 27.7 � 14.6 238 27.7 208 721n 37.9 198 30.0 221 322 191 28.7 226 28.4 188 225 226 2&e 185 20.0 228 2&6 1a2 18.0 228 221 180 15.0 228 20.3 177 129 225 18.6 176 113 226 19.8 Ile ?8 In 2 32.0 177 256 202 27.2 173 21.8 202 23.8 170MIS 202 19.7 186 143 M 18.4 163 128 202 147 160 10.9 202 16.9 158 9A 202 152 i5B 781. 2 29A 168 238 192 2a1 188 20.2 197 72.0 482 192 1&1 157 14.2 180 18.8 1W 11.6 192 15.2 182 10.1 192 14.4 130 as '182 14.2 180 80 ia 4 18A 128 %4 144 tat 128 99 In 152 1 127 15.8 113 TABLE 2B NOTE: FOR THE OFFSET CLIP, USE THE SANE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. =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. RE 1: FIGURE 2: - TABLE NOTES: Anchor Cepachy Table (We) o� 7ptyt6gtv{81 Om Ftoride Codo stftbRdu 78 cowd. WndkB A isnc6 No orp. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `I 1.000' stet Archer CalePegems AnoMti7p8 Ct8 Eteet90ee0n 114 t9800m 81rb 3118Ekol8tcem0 114 Eto072reoen 1/4°88 F.bo F18 RW 114°68 p.IW 81067881 tt7t6�81 Mit St881 A U81eea1 ag8ac�lar Saw (68) 6m pq 8m (65) E41m usteeoe 5e7 r 2111 r 18' r 2.17.` r 244 r &v6' T ate• 664• 6324' ICIURE 3: EtnbWMOM 14W 14W 1414• 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEB: SHEETS 18.20.1 14W 1-114- 1N4' 1-V4 14W 1-N4• r 1418• 1447• Orea.Ote 4) 2 Atp1 WSW n. .C.I mm and or 390158 fp270 � ,({ �• pN.............. uC '�� • &AA ANGLE CLIP MUST BE 290 4) SUBSTRATE& CONCRETE 8HAi.L CONFORM TO ACI 3019PECIFICATIONS. HOLLOW ANDGROUT-FlLLEDL 488 .37lP 1182 roe •• �GENSS � Q?:' '•, •& 420 et. wo WS 4 AmhM 01.'10' fXM 0.0.1 Stenftd tw06d) Mp (ft 21 401be 700 as WA FIGURE A WA 380 fp WA WA WA WA M 892 fro $401b8 Max 4Anetpt80r WA O.0.1(2) 248 koe Caps I". 3T 78008 78016s 68DRS 6 We 540me 550 a9 WA 760 me 83a10e 680 ft 2384@e SOW BW pe MOMS 2Arphot8 0.49 1984 RC.! U88R No 1�' AWm. (P49. Az WA WA WA fR WA WA WA WR WA WA NM WA WA 718 Ne 1 Apt! 61 fp -%-71*- 1 9p 3T0 f7e 1 210ft 286fp 2 Atp0me®1.15'61bt O.G/P•C6p(Ftg. B) MRS Weis WAA WA 180 ale WA WA WA WA WA 328fp 420 bo 68006 NOTE: FOR THE OFFSET CLIP, USE THE SANE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. =ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE %ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. RE 1: FIGURE 2: - TABLE NOTES: o� 7ptyt6gtv{81 Om Ftoride Codo 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. WndkB A isnc6 No SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. `I 1.000' 2) LINEAR INTERPWATION BETWEEN MULL LENGTH$ ANDIQR OPENING WIDTHS 18 ALLOWABLE. Protind Comm ICIURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEB: SHEETS 18.20.1 2 I I t FEW TO BE DRILLED IN THE FEFOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. � ,({ �• pN.............. uC '�� • ANGLE CLIP MUST BE USED N PAIRS. 4) SUBSTRATE& CONCRETE 8HAi.L CONFORM TO ACI 3019PECIFICATIONS. HOLLOW ANDGROUT-FlLLEDL .37lP •• �GENSS � Q?:' '•, •& CONCRETE BLOCK UNIT (CMU) SWILL CONFORM TO ASTM C-. WOOD SHALL BE PRESSURE -TREATED AC . 68105 FIGURE 4: FIGURE 6 FIGURE & YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T8 AND BE A MINIMUM. OF.)25, ATADI SHALL EXTEND (END AT T SCREW 18 GAU04 STRUCTURAL STk53EADS BEYOND TEM TO BE AT L£A3T.126` THICK AND A36 ALL ANCHORS INTO METHICK STEEL STUDS TO BE A MINIMUM GRADE 33 THE MATERIAL. 1• X 2' X 3T5' AOaLI! = at 4 0f A ' a. TE O , i ",,;S1ONAL,,1�.�.�`. , t+MNlWgdLetl, P.E. FL P.E.# 68705 TABLE 3A AWWC8PPe0Btm I Wto0aT7wl 3119' Elco tramo4n f 1t4^61O u8usaon 1=1 SAW Ebo 400aaon t 1wMco uAmm NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANOARD CLIP. Yf8' Elm u4momt VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (D -)X (MULLLON ) "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. REVISED B Mtb On Florida Mullion Capitally Table FIGURE 2: Opening Width (brt4x6ca¢ pensrig mull0t79) OT 9ntn8 HOW ftInnugono TABLE NOTES: -..I 1.1106' 50 In -_ 60 in 701n 80 in gam loo In 1201n 94901 16000 1 x 2.76 x mmtw Nar - . Re Om 77ap MW& Ream I Tmprlftip. RxWng&r 709711 0.9• ReomapBar wm9m Red"ft TmpnftnB. Raeta ogw Tmprti%v Rnwqlw TaluTdam liar TwWMW4 Leaft Loaft Le-ftLae08n0 Laacm Laa909 Laft LO-ftLoafg Waft LWAV Leaft Loa4019 L"Ang taaft L-&19 Low haft .376 Alum. Tube Mlr • uct'Corit-ml �, I 1111 fill 1 11 11 if H 11 11 111 111 11 11 if if 11 H 11 if 11 1111 11 if if if if if 11 421n 17a0 620 170.0 436 17" 704 170.0 478 nag 8m 170.0 608 1709 992 170.0 619 170.9 tate rro.0 621 170.0 1240 170.0 621 14&7 1301 1700 621 10.70 1301 170.0 sal 111.6 1901 1700 611 4800 1700768 n0.0 024 176.0 M 170.0 884 070.0 882 170.0 630 1700 1139 170.0 881 18tR 1139 1709 8.8 W7 16 1189 070.0 880 113.9 113D 170.0M 87.8 1139 170.0 B80 864 f113917" 669 60=ln PDA 747 00.0 669 170.0 888 170.0 031 iW.9 IOU 1700 660 148.8 1032 1700 723 130.0 1092 170.0 747 JIM tail IMO 766 97.0 1032 n0.0 768 89.9 I= 170.0 768 73.4 1092 ITOR 788 861n 170.0 787 170.0 efa 101.3 1107 17aO ON 1362 0W t84.7 m 120.8 p7 060.0 MO t07A 807 146.0 714 86.8 007 141.1 710 80.8 807 140.0 TOB 15&1 907 140.0 700 60.6 807 140.0 709 601. MIA 733 161.6 626 file 736 130.9 611 IW.B 736 IWO 6911 1 862 735 1082 890 78.4 736 98.6 On 70.6 M 96.1 878 80.8 796 91.8 674 700.4 M 91.8 674 44.1 735 010 674 s3N mt.9 BBB 130.0 670 MIA 868 171.17 897 87.0 688 98.9 607 7&2 888 sat 898 67.7 668 SU 831 609 889 78.8 628 60.8 688 78.0 821 43.5 688 78.6 821 98.1 668 76.0 62t 64tH 106.0 807 010.4 Bit 86.3 807 �i 611 76.7 807 86.0 801 882 807 77.1 483 689 807 71.8 486 li3A 607 W.8 481 44.2 8tA 83.4 478 379 807 627 174 33.1 807 627 474 7201 814 610 808 443 680 610 780 494 68,3 10 049 429 81.0 810 610 69.9 413 40.8 6W 50.0 406 30.0 StO 45.9 402 292 810 44.4 8B8 289 610 44.3 990 _78M 69.4 458 72.8 4017 67.8 468 8t.7 303 408 468 64.1 8&R 414 468 4811 44.6 973 34.7 4W 419 3BB 211.9 4% 37.7 362249 468 3610 369 21.7 W 36.7781. FIGURE 6: FIGURE 6: $42 436 679 381 63.6 433 6&B 373 40.0 4M 49.8 US 40.1 43S 7 435 40.9 966 32:t 4M 38.1 36l 289 436 344 3N 22.9 436 32.8 341 20.1 435 322 340 Bain 419 327 43.1 280 348 30.2 38A 285 28.9 327 31.8 280 28.1 327 327 267 271 209 327 2UT 266 17.4 327 21.0 280. 149 327 19.3 260981. THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' TMCK(18 GAUGE} STRUCTURAL STEEL TO BE AT AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1• X 2 76° X 376 bllAllON 1M73L6 344 20 384 287 28.7 287 28.9 252 246 287 28.0 20 21A 267 1 2W 20.9 240 fT2 287 t9.3 237 14.4 287 16.9 232163In 242 227 24.7 205 20.2 227 200 201 17.3 227 18.0 108 16.1 A LYNN r�i��ER, PE Hltn 122.3 206 92.71 104 116.6 216 19.1 191 IBR 216 t&8 186 FL P.E.# 68705 1201. 17.8 184 179 187 AWWC8PPe0Btm I Wto0aT7wl 3119' Elco tramo4n f 1t4^61O u8usaon 1=1 SAW Ebo 400aaon t 1wMco uAmm NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANOARD CLIP. Yf8' Elm u4momt VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (D -)X (MULLLON ) "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. REVISED B Mtb On Florida FIGURE 1: FIGURE 2: TABLE NOTES: -..I 1.1106' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Mlr • uct'Corit-ml �, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111 A t 1 I I 1 I / 7j FFOURE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE. �^ ; �`4,•'' s;ENSg',I�FQ ��. 0 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 19-20. 2.1 No. fit170fi ANGLE CLiP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED _ 7:�'0 . a= CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE TREATED •376' ' 'a '• / Q7. FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6063.76 AND 13E A MINIMUM OF .126' � g AT OF �ia.0 '•. p P..' LORA To • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' TMCK(18 GAUGE} STRUCTURAL STEEL TO BE AT AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1• X 2 76° X 376 bllAllON �� •,, ,. THE T.12��CKAND A LYNN r�i��ER, PE FL P.E.# 68705 TABLE 4A 1BLE 4S AnD W CDP Pattem ( AaoAa n atW 13too M. I . IM' ft. Lftaeon I I 91W lT.la. ft. 1 114' LttuoVA. M ARE USED N THE EXAMPLE ON SHEET 21. (DP_)X�MULLIONCAP �-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 ANCHOR CAPACtTYTABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 'o] �� 1} SEE SHEET 1 FOR INSTRUCTIONS I AL USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. r � SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Flaum 3, Muman Capacity Two 9lda ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE rr. FIGURE B Op6nht8 Wtdfdf (torrer6tilCrt)orOy6ning NalgM(fah9A2aa�yaparrilgmlUWrs) Win BDBt 7010 Win 8010 tOON 12014 NO In SWIM 1 %2.76 % Re4fan0�0et T Radoodav T RtelBi off Tteova o RedaFiaz TmWjlan Reduli tm Rmbwgater TM#Tft* Rac Tnta'7114�� Ott TrngPPdan9. Re�ngd� T[apt01m�0. Loaft Loaft Loadq Loafing L -ft Loaft Loaft Loaft Luaft Loaft Loft Loaft Lomft IOW Loaft Lmft Loaft Loaft 660AIo Tube 11 11 if 11 if 1111 11 if it 11111121 it fill I 1 11 1 111 1111 11 if 1111 11 if 11 u 11 11 42W 170.0 020 170.0 435 170.0 744 1TOA 478 17&0 888 170.0 608 170.0 992 17&0 819 170.0 1110 17&0 at 170.0 Im 170-0 1 521 170-0 140 170.0 521 1511.7 1820 1709 821 196.8 1618 T70A SN 48M 170.0 708 170.0 624 170.0 850 tMO 1184 170.0 982 17&0 890 170.0 1133 1 t70.0 88t 470.0 1276 17&0 677 170.0 1417 00.0 W 114V 1417 17&0 800 1M.5 1417 170A ON 105.3 1417 170-0 860 604251n 170.0 747 170.0 563 IT04 888 1170.0 031 170-0 1016 170.0 884 170A 1166 170.0 723 I= UN I= 747 148.3 1280 170.0 766 Y214 1280 170.0 788 1018 1286 170.0 70 01.4 1268 170.0 780 Mtn 170.0 797 170.0 612 17&0 W 17&0 01 170.0 11t0 I= 764 18&7 1130 170.0 808 133-0 1190 17&0 837 120 1130 170.0 868 1008 1130 170-0 86) 80.1 1130 170.0 881 76A 1190 170 861 806E 170-0 885 17U 701 148.6 016 16'2.3 761 12&8 915 1448 748 109.0 916 132.3 73S 074 616 t284 728 87.0 015 it&8 720 782 018 114.4 716 8M 015 114.4 718 64A 916 114.4 718 Wim 161.8 830 181.0 710 126.6 630 13&9 894 1011.11 830 123.2 881 069 830 1122 WO 84.4 830 1044 692 10 830 09.4 866 03.3 930 84.8 040 64.2 890 94.1 80 41.4 630 04.t 649 8614 t39.t 76? 14&0 ON IWO 7W 119.8 838 64. 787 IOU 624 825 787 0&1 014 13A T67 8&t 806 80.0 707 842 000 864 751 704 6&4 47.2 7W 78.2 881 414 7W 762 891 72 In 101.7 898 W4 SS2 84.8 638 914 840 727 838 8&1 IrMO 834 038 722 621' 6" MS 884 $14 608 630 823- 698 424- 838 671 EW 38.3 WB 6&3 497 314 830 55.2 497 7814 W5 671 89A 408 72.1 571 784 488 Ver- 87.4 479 64.1 51`1 BOA 471 4&0- Btt WA 481 4&2 871 818 dp 9&0 871 474 981 30.9 671 44.8 447 S7A 874 448 446 78 In 60.0 Sa 83.4 474 60.7 812 7M 465 67.1. 6Y2 82.1 468 $0.0 84'2 68.7 449 44A 842 61.0 442 40.0 60 478 437 3&3 642 429 420 2&8 50 404 428 25A 60 40.1 423 001n 52.1 407 83.7 381 43.4 Off/ *A 30 978 407 30.8 30 98.8 40 SU 30 284 407 32.1 378 28.0 407 298 334 21.7 40? 18.1 027 188 407 24.1 322 16.0 407 23.0 319 96th 42A 358 44.1 320 318 356 371 314 1 30.7 328 300 26.6 358 288 304 .234 358 20.1 300 81.5 358. 244 288 17.0 388 21A- 289 15.3 998 t&2 264 108 in 80.1 263 90.8 265 2&1 283 26A 261 214 283 22A 247 10.8 2M 1&9 244 10.7 283 184 240 1&1 293 1&8 287 1118E 274 2W 281 242 23.1 287 0.0 238 1&8 2W 204 236 178 257 18.3 231 rll.4 2W 188 228 12014 220 220 22.3 181 126 1&O 205 16.7 228 t82 292 1BLE 4S AnD W CDP Pattem ( AaoAa n atW 13too M. I . IM' ft. Lftaeon I I 91W lT.la. ft. 1 114' LttuoVA. M ARE USED N THE EXAMPLE ON SHEET 21. (DP_)X�MULLIONCAP �-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 ANCHOR CAPACtTYTABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 'o] �� 1} SEE SHEET 1 FOR INSTRUCTIONS I AL USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. r � SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Flaum 3, ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE rr. FIGURE B 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS • ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMI) SHALL CONFORM TO ASTM C-. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 6083-76 AND BE A MINIMUM OF .126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .OW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .728• THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. With 1t1n1u7 \ �'��GENSF • FAQ ' Na 58708 * ' :gip sT' F3 S1�� A. LY7�NttGtl�.�tc, P.E. FL P.E.# 68705 TABLE 6A 60In 1 OI 1 1n 80tHI 01 IgIIn 120In 140N 1801n 1184 94ar 'OeNf>farg. Reob401hT T Itactaneller I TtaW Ono- IOty RBotarel04r Thomia"m Rwterls8er TtapJhimlO. Raotanisiat TrepilleTe. RmtwgAw TTapolteTe. 1"x3.128"x Losem Loe18Te L -ft Loadne Lome Loaft Loadte Loaft 600ft Imim Lomft Loaft Loft Loedle Low Lomft Loaft Tube MUD a 1I III filial 111 11 -, 111 fil' I, Uiri, 10 , I'll, 1, f,0F,, TIR VU ',I', I I TABLE 68 ATWUMM UAYAW I T AVJV31 MCW 1 rVKWIULA: (t)P ) X / ANCHOR CAP " °} =ANCHOR CAP.— `MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR.OPTION3 FROM THE ANCHOR CAPACITY TABLE. NUI= WK Itit UrrUr1"W,V.ZC Ir=WW= A1VlMWM rA11CrOY AIVV RdWrV-R%W"CaM IM AIR UV Ut"r. FIGURE 1: FIGURE 2: An Capaolty ToMePs) ® � 1} SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. AnchotClpPaiftre ,subaws: 2.7k connote l 5.811 Qma HomcmufOIed CL1U Mm03 elte•Em0 V480Eba filib Ff4o v/•BHHm 810st4al i12 -6W 012 MW AuohaTypx 3116'Eleot00eaon tAYWmlihmon srts HootRlremn 14iReouhrmm 7kAgglettetor tR+eoan AOgetMWr 8melv(04 Saer(QB) Sorew(QS) lao4n Edea OtetmlaeM Y 2 -Yr 1' _._ 2•UY 3t/8'-- _.r �2�1Pd' 1' 81T1' r 8.1fA' Y 0.45 0.64' 0.824' r 1' Y 14• 1-14 I - Or 1- 1-1/4 I 1- • r 11wI.35 Emhedmmt0n 1-314 13+4 3H (emnrAe4 {cy475 O pmaw THICK STEEL SUM TO BE A MINIMUM LEAST .1 R� ICK AND A38. ALL ANCHORS INTO M 33 ETAL SHALL CEXTEND AT18 �LEAST 3 SCREW THREADS RUCTURAL STEEL OBEYOND 480Ins 8009 1844 2701ba IDs R. 7 R. 4889. 604 W f 8. 370 4 Aaopae 8p 146'I .O.G/ Stmftd Mp ft 480 am 7000re WA WA WA WA Win; m WA WA WA ARA Mao 8408. 112001s 4AIIIh=Q-TMLO.Q. M2t8Arde apa¢OL. 34N 780IIs 7MM I600a. 18880. 640tba I. WA 780 I* 88016a 2364 Ito 66268 MR* 12Ol* SATr0MQ0.451Am O.C.IUCap, m iW (Fy. NAWA WA WA WA WA WA WA WA WA WR WA WA WA 10740a 1400n 1779p 370ma 234 RIs 282@a smum 183no_2801W 2Anahae®L15 LOa.O.Gt ROOp(fig ej: 2101Ea 8601b1 tYA 'WA WA t4tA 180 @c WA WA I WA WA I WA 1 3WFA 4MV. 880@s ATWUMM UAYAW I T AVJV31 MCW 1 rVKWIULA: (t)P ) X / ANCHOR CAP " °} =ANCHOR CAP.— `MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED` CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR.OPTION3 FROM THE ANCHOR CAPACITY TABLE. NUI= WK Itit UrrUr1"W,V.ZC Ir=WW= A1VlMWM rA11CrOY AIVV RdWrV-R%W"CaM IM AIR UV Ut"r. FIGURE 1: FIGURE 2: TABLE NOTES: ® � 1} SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATICIN BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. l KGURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE.CL.IP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT (CMU) $HALL CONFORM TO ASTM C•:N, WOOD$HALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-76 AND BE A MINIMUM OF .12t • THICK STEEL SUM TO BE A MINIMUM LEAST .1 R� ICK AND A38. ALL ANCHORS INTO M 33 ETAL SHALL CEXTEND AT18 �LEAST 3 SCREW THREADS RUCTURAL STEEL OBEYOND THE FlorWO ��. - y\CENSE' •.� � * ' N0.58705 �� S TE'OF �t%NA�- V.�`� A. LYNN MW*'� .E. FL P.E.# 88706 TABLE GA TABLE 88 FIGURE 6: FIGURE 7. • • • • • • MuIIOn Ca Table BE USED IN PARS. Anchor CapsaNq Table pbs) OIOIfNnQ Wltlth (tor ve164891.3pt001tJ011aa ") cr Opantn8 Hewf1t &rhorl-*4.6per91ng -nods) 4061 8010 7010 SON 0010 10018 /2010 14010 10010 Nomcw AftlofigAsr Thplrtlai9.nBalar TtepPTdon9 R�ZeU9tNaz apfT4�ig, Reeter4ldat TreplTdae2 t0actengtdar ht6diReng. a44mngulet T160lTdeng. R6o1m1861W T�ep7rdmg. n4olmig17a7 VepRdeap. i5sotm0Wa 1*pfrdm,8. I x4x.126 Loaft LwAag L -ft Loaft L L -ft Loaft L4me80 L -d" L -ft LoadnB Loaft Loaffia9 Ltadig Loadn6 LomM9 Loaft Loaft AkmTubD 1-u4' 486®8 I.L"r 8549* r 1182 20. 1- =00 1.38`. 4208* 9911_10 880 4Aaems®2Z9'746L0.G18WftftdCFs 70023 MRS WORD 4210 170.0 020 170.0 436 170.0 744 170.0 478 170.0 888 170.0 506 t70A 882 1780 618 170.0 1116 1700 52f 170.0 1240 170.01 62t Me 1488 170.0 82t Me 1489 170.0 521 1127.01 1469 170.0 62t 4810 170.0 700 170.0 524 170.0 860 170.0 Sal Me 992 170.0 630 170A 1133 170.0 081 470.0 1275 Me 877 166.3 1303 170.0 860 10.3 1303 170A ON Itt.7 1303 170.0 680 07.7 1 1300 170.0 WD 80.61810 1170.0 747 110.0 688 170.0 8811 Me 831 170.0 1048 Me 1 884 p 17.09 1106 170.0 I 723 N&I 1238 170.0 747 140.5 1236 170.0 768 117.1 1235 170.0 738 I 10DA 1216 170A 766 870 1230 1700 788 6410 170.0 707 Me 612 1700 0.8 170.0 ON 170A 1118 170.0 764 154A 1158 170.0 M 1372 1166 17x0 837 1230 It88 170.0 858 take 1168 170A 01 $82 1158 170.0 wt 772 116E INA 401 6010 170.0 885 170A 70I 188.7 1042 170.0 707 1429 1042 181.7 832 128.1 tO42 146.7 816 1112 1042 1360 001 Me 1042 130.2 701 83.4 100 1281 M 710 1062 120.1 782 820 IM 1Z.1 782 6318 170.0 We 170.0 748 161.2 902 163A $IS OIL$ M 114.0 788 1134 802 131.0 782 108 992 121.4 He 90.7 982 MA 788 76.8 882 408.4 745 84.0 602 108.0 744 58.7 682 1000 744 6610 1014 847 170.0 789 1370 0W Me 786 118.1 947 1304 760 103,4 967 1f7R 782 01.6 847 1088 M 82.7 947 102.2 727 68.9 947 96.1 713 69.1 847 940 711 6t.7 847 840 711 7210 135.11 849 142.7 737 1132 849 t210 722 670 80 1080 708 81.0 840 9&4 ON 780 8611 88.7 888 870 849 SLI 876 580 849. 78.3 658 480 849 128 0M 420 00 72.4 651 7810 H80 782 120.7 686 813 762 102.8 862 �.6 782 80.0 840 722 782 809 826 842 182 74Z 820 W.8 782 882 813 4&1 782 �.6 1112 ala 782 68.8 597 38.1 782 6&4 60 WA WA WA WA WA WA WA 7810 t059 724 111A 034 89.0 724 04.8 021 78.3 724 eW" 608 66.8 724 740 590 88.4 724 8&1 891 034 724 S34 083 44A 724 670 873 38.2 724 54.3 687 33A 724 630 885 gain 690 543 71.8 483 8&O 60 6017 471 48.7 863 42.8 488 408 00 47.1 468 NO 863 420 482 34.8 663 390 446 26.0 60 340 436 24.6 563 32.1 430 21.7 50 30.7 428 901n 07.3 478 8&8 427 47.5 478 49.7 419 409 478 432 412 3S.8 478 380 400 31.8 478 340 40 2&7 470 82.0 396 280 478 2&1 386 210 478 28.6 380 R0 476 ?a.2 �8 . ........r fieN -._� ..._._ ..__ __.._. 40.3 8N 44.1 341 330 317 31.8 988 ._-_. __ 2&8 377 SOA 930 252 377 280 9� 224 377 240 321 ____ ___....._........�... 20.4 377 22.0 817 _�. 1&8 3fl .100 310 14.4 377 fT.t 304 WA 111 N 37.1 3W 37.8 323 380 387 31A 318 28.0 357 VA 313 23.2 357 24A 309 200 307 220 $06 1&41 337 20.1 901 15.4 3W 47.4 294 M WA 120 In 20.3 306 210 270 24.6 308 26.1 274 2LO 306 21.7 270 162 306 192 287 16.3 308 17.3 203 I MOW 144 N 1 V& 212 17.2 198 TABLE 88 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE S: FIGURE 6: • • • • FIGURE 6: FIGURE 7. • • • • • • ANGLE CLIP (FIGURES 588) MUST BE USED IN PARS. Anchor CapsaNq Table pbs) Atm Clip Patlam Iftocurew &rac code. Nomcw Filed CMUtL•A mw E14o Orr SS EI4o WW Me* IW SSEIOo Reeled 012 MW MGM ABeha 3f18"EIW UOs0a1 1lY 1700 UWecm1 tam= 3/18'E14et ell Ud•HOO UUbcen AW800tor 1 LVM ADgeeeta Sa6w(G) Scf w(L16) eaew(Gfi) EdaDM99mpo P 2-frr 1• 2 -fir a-Iw 1• 2-frr P 244 r 3-18' r &4V DA4 0.3w 2XOii0� .75'090. Etobodmml 1t; od9dt2lp(W9. I Or2): 1314' Man 434` MR* f.Nb' 4Wan t -w4' 89448. r 18448* 1-1w 270 2* 1-114' 28005 f -u4' 334 Ws 1-104' Mats 1-u4' 486®8 I.L"r 8549* r 1182 20. 1- =00 1.38`. 4208* 9911_10 880 4Aaems®2Z9'746L0.G18WftftdCFs 70023 MRS WORD 141OWs !2723 WA woos WA 8806* WA 8809* WA 66209 &Dare 11204s 0Amhm01./6' 6Wt. 0.Q 1$Wndm4 Cp(FG.4j 88029 Mae Ws WA WA WA WA 788 W6 WA WA WA WA WA ONro MOWS MORS 4 AImlmte8' Km O.G I M 2c5 Aoge LSps(HD.b 7892* 780Ibs SW ft- 178026 328810s 6609* 68025 186WS 1402* 1 8909* ISM R* 1 2384Ws 65229 800* 1120R* 6 Arx1S8M 3'711& 0.0.1(2) 2t6Angs 18p4 {F0.8): 117029 1110Ws 102Da* 2940 as 28449* 810 are 8409* WA lls 1404WS 132023 SWIbs 0784 1280160. 188920 ................------------- 4At1at*rel0.0.481An.0.G/UClgl. into f/8'W90/. (F(q. t). WA WA WA WA WA WA WA WA �WA WA WA WA WA FRA 143235025 3909* 280Ws 7050.* 4782* WA 280 ft 211m A 09* 440 R* 029 32844 4209* 5809* 4 Anbbms @ IJV RWL O.C. f FC9p IHR. 4802* 700 Ws WA WA WA WA WA WA M WA I WA I 6%168 I 5023 I MOW NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE S: FIGURE 6: • • • • FIGURE 6: FIGURE 7. • • • • • • ANGLE CLIP (FIGURES 588) MUST BE USED IN PARS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULAI (DP_) X ( ANCHOR CAP. ,,,,,,, \ _ANCHOR CAP.- MULLIOAI 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 MNIMNN ANCHOR CAPACITY WHCH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACiTYTABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR iNFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS W20. 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-00. WOOD SHALL. BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALT. BE 6083-T6 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. Dt0Flwk% 1111111/1/ Veen. ` No. 58705 �t ' �,,�, ; yrs t3 ,�u: STA E0 A. LYtJI�IIVIIL��1R, P.E. FL P.E.# 68705 TABLE 7A TAQI C 7Q -- - muman Capacity Table AnchorCepeoByTable Obs) Opening WM (1oI aBrO *ip-ft PA-) or Opening HeWm (for httdzor1600y9pamlrg mull-) Win bola 70 in SDI. Bob 70081 12010 t40k1 S6b8 1801. 2.7k ftowwo Twilimg, RBCiml9am Twfte9. ftft tltm 7ntpR4mt0. R401089t4m 11411rom10• R4d011g10aI Ro fte41ml9Wm TIOT"t9• lmi8• R001m9Wmr Aaplulmt0. Re07mlgdm Traplidm$. 124X.378 Lowing umft Lowing L4818n0 Ua>tine L -ft Loaft Lamone tasdn0 L0adn0 L0sd.9 I.Ondne LOadrg Lwft L0adt19 tmft La ft U0ft I A07m Tt76e Melat AYaCh07CDP POU9� AtrolmrType• 8116 f5o80E11808n 114'HoetOreeon Mu19on 3178 B0oUO6co _ a tw se Elco 6116•I9co 114'661500 010 SW 01287861 912731441 Age UhWa1 Afi a smsW(O6) 64x417(" SMG§ Edo astmmeQnk r 244 i• 1' 2 -Ur r 241r r rFmbadmed I I I I i I I I I 1 11 H 11 111fli i I I I I I ILII I I I I I I it 1874 l -w 421. 170.0 828 170.0 435 170.01 744 170.0 478 170.0 NO 170.0 800 170.01 892 170.0 619 170.0 1118 170.01 621 170.0 1210 170.0 821 170.0 1488 170.0 521 170.0 1736 170,01 621 170.0 M3 170 621 49 In 170.0 708 170.0 VA 770.0 860 17@.0 584 770.0 M 17x0 030 170.0 1133 170.0 691 170.0 t276 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 880 1170.0 1883 170.0 1 880 1615 2024 170.0 880 WMIn 170.0 747 170.0 663 170.0 888 IMO 631 1170.0 1046 170.0 684 170.0 110.170.01 728 170.0 1345 170.0 747 170.0 1494 170.01 766 1170.0 1788 170.0 789 158.0 1919 175.0 m 1385 1810 170.0 No 5401 170.0 797 170.0 612 170.0 886 170.0 891 11704 hitt 170.0 764 170.0 12751 t70,01 803 170.0 1434 170.0 837 770.0 1884 170.0 868 NU 1799 170.0 BBl 137.1 IM 170.0 881 120.0 1789 170.0 881 80M 170.0 886 170.0 701 t70,0 1063 M0 787 17x0 1240 170.0 878 170.0 1417 170.0 044 170.0 1600 1704 988 16U 109 170.0 IOU mu lots 170.0 1083 10.0 late 170.0 103 97.2 1810 170.0 1088 691. 170.0 930 770A 746 011.0 1116 170.0 860 VU 1302 110,0 440 170.0 1488 170.0 1016 1509 1902 Me 1076 1414 1542 170.0 142E 1175 ISO loaf, 1168 t00J 1442 We 1167 96.1 1842 1679 1167 { 8644 170.0 874 170.0 780 170.0 1180 170.0 903 170.0 1364 170.0 1002 160.8 1472 170.0 1�8 142.8 1472 188.8 1148 12&6 1472 1895 1130 107.1 1471 1475 7108 615 1472 1484 1104 805 1471 145.0 4104 7E 01 1700 1083 170.0 878 170.0 1278 170.0 1009 1805 1320 188.2 1701 132.0 1320 148.0 1044 117.3 1320 1375 1068 108.6 1320 128.8 1049 89.0 1379 ittA 1024 76.4 13'20 112.0 1015 68.0 1920 1125 1012 7861 170.0 1122 170.0 987 149.6 1184 169.4 1013 1232 1184 139.9 944 1128 1104 1269 976 009 it& 115.3 004 699 1184 IOU 862 74.0 1184 975 036 04.1 1104 sat SET 89.1 1184 02.3 on 78 In 188.1 1124 170.0 887 136.4 1124 147.0 968 110.8 t124 128.8 047 M8 1124 116.0 931 925 104 105.8 918 Bao 1124 984 ON 69.2 tIN $9.0 880 69.3 1124 84.9 861 819 1121 8,12 876 Win 108.1 844 1115 760 90.1 SM 84.3 736 77.2 841 82.1 724 675 844 73.3 712 f.1 844 665 701 64.0 844 814 883 464 844 642 878 384 644 ftil 898 133.8 844 47.7 662 90tH 44.1 742 014 889 14.2 742 772 852 89.8 742 672 841 66.7 742 594 831 495 742 91.1 892 44.6 742 409 BU 37.1 742 435 ON 31.8 742 30.8 Bib 127.8 742 37.6 864 too 626 866 634 690 62.1 888 89.8 Ism 44.7 686 464 613 1 30.1 666 41A 544 1 344 688 97.3 498 31.3 888 342 412 28.1 886 284 401 22.9 ,5.8 686 24.7 bbditt In 675 838 685 603 494 888 40.6 406 412 886 424 487 364856384 460 SU 666 342 473 2B8 6',fS 31.3 407 24.0 � 27.t 487 20.8 446 '184 885 224 44212061 11701Ds 45A 476 40.4 433 98.0 478 394 428 3'1. 475 33.7 420 285 476 295 414 25.9 475 28.8 409 72.8 478 245 404 18.0 476 '44.1 395 %=210A473 165 387 14.3 476 17.2 301 14444 28A 330 28.7 385 224 330 124 301 18.9 310 195. 287 18.6 330 174 283 14040s 35W PA TAQI C 7Q -- - AnchorCepeoByTable Obs) S6b8 2.7k a01 C0Irc. IWBow F68d tei0 Melat AYaCh07CDP POU9� AtrolmrType• 8116 f5o80E11808n 114'HoetOreeon 6fVr Ebb 13heaon 3178 B0oUO6co U4EIcof4h4400 tw se Elco 6116•I9co 114'661500 010 SW 01287861 912731441 Age UhWa1 Afi a smsW(O6) 64x417(" SMG§ Edo astmmeQnk r 244 i• 1' 2 -Ur r 241r r rFmbadmed t -w 1874 l -w r 1114' 14W vur 1-U4 1444' T 1318' 1808• note2Altch= T7-VN61.O.C./80•[mdCBp(FfSI0r2}: 0s =ft 4400e 1044105 210 Ns MR* 9640s 740158 4Wibs 1fIN0s 328ft 420M4 An0h0.0224 Oen. O.C. ISIm&td C6pft. 7005s 700065. 800 PA 0620e WA 50069 WA 690M WA Na 862 f05 Mlles 112DWS BNoara(0 1.10. ML O.C./Sim�d cup Oft q: 60Wms 110006 WA M2-Ur3418' WA WA 760f WA WA WA NNA WA 1304 me 96808re 22486164 Alshm07 Mf.. QC. 1(2)245.07515 COPS(F44 76006 Mies ON bs 328885. 64006 8800. 708 bs 14800n 8080s 23040re 652ms 000M 1120066Amft=@3'MB1.0.Q1�246AngI000psft% 11701Ds 1t700s IMOOa 28445. Mies 84911re WA 114006 14040s 35W PA 078186 030ffre t6200s 4 ft mOs 00.46 Mb. O.Q I U«, We IW AIM (88.14 WA WA WA WA NA NA WIA NA WA ISA NA WA 149214. 360%6 28006 478155. WA 28006 9 Pos Old 005. 02855 420 WS 68006 4 ARCIM@ 1.18!.011.71C.I.F•C 45DOX M116 WA WA 141.0 WA MONS WA 6VA NA NIA I MRS I 84005 I 1tOws NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE $ FIGURE 9: • • • • • • • • •• • • • • • • • • • F. • • FIGURE 6: FIGURES* FIGURE 7. • • • • • • • • • • ANGLE CUP (FIGURES 660) MUST BE USED IN PAM. 9194RV R {4M1'MW I f /4VtlV01lnGR 1 I'Y/{RIV Wi (ANCHOR CAP. , ,, X � ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN NULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MILLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE SELO FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 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 SHAD. BE 13003.76 AND BE A MINIMUM OF .125• TKICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04V THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT UEAST.12V THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -•j 1.06'2' J-- --j 1.000" h - �� '�� ' ��cENse••4F•P �: ' No. 517705 CAV :!3 t SNA 10NA1. A M)LLEI:, .�`�. LWDP.E. FL PAA 68705 TABLE 8A MuMonCa Table Opent" tallith rt1 rmmtftm) or OpenIng He M (fol Iq I>X81mt9 501. 60In To in 8010 00@ foe to 120N 1401. 1801. 126"X Redulw Trep7das0• ftpMR0• Redmr TIspl7Msn9 ttsatswe1 I TwpRde09• Y01ptTdarz f2eo1� I TreP'mm Rsotelwar Trsp11ftgn 16sotaoww Twpffth.X Reams' TtePRdeiO• 3.188"x t=ft Loaft Loaft Loaft L -ft LWIRM Loaft Loaft Lase Loaft L -ft Lust Loft L*Mft Loaft Loaft L=ft Loft 286°Atom Tube Mull �, �• �¢ �g 811 �@ 8 �g §� 'pg 'g§ rg 8 8 8Y S d 88 3 subottift Aw,mCUp Paaem9 AmkaType: cdo usteme 4210 170.0 820 M.0 1 436 1709 744 17U 478 170.0 658 70.0 SOB 170.0 992 1709 510 170A 1118 170.0 521 170.D 1 12401 170.0 821 178.0 11468 1 170.0 621 170.0 I t= 1170.0 RI tSIA 17a9 1170.0 S2f ask Cona 17'l6' Eko Mom 81 4810 170.0 708 1709 S24 170.0 850 170.0 Sao 170.0 882 76.0 630 170.0 1133 170.0 881 1T0.0 1275 f70A 677 170.0 U1T 170.0 aw 154.0 1546 170.0 BQm 1329 1818 170.0 888 USA 1816 70,0 880 714.86 A90isOGo< r 609281. 170.0 747 170.0 683 170,0 898 170.0 631 170.0 1046 1711.0 864 170.0 1185 170.0 723 170.0 1946 170.0 747 187,0 1488 17x,0 768 1�.2 1486 170.0 756 118.0 1488 1709 788 104.4 1486 170.0 7W 14 r 380 641n 70.0 767 170.0 612 170.0 888 170.0 ON 170.0 1116 70.0 784 170A 1276 170.0 803 90.1.E 1378 170.0 837 148.0 1378 170.0 858 1223 1378 170.0 861 104.0 1378 17410 661 91.7 1376 170.0 881 1714' MM 8044 170.0 BBS 70.0 701 170.0 1063 170.0 787 150.9 1188 170.0 678 139.0 1188 167.4 9W 1239 1156 INN 919 1112 1108 MU 812 929 1166 144.0 965 78.4 1188 1449 15 49.6 1188 144A 005 I-Iw Lbs 631n 170.0 830 170.0 748 160.1 1061 170.0 SW 137.2 1081 156.9 882 120.1 1061 142.0 848 106.7 1081 132.3 637 SB.1 1061 126.7 830 60.1 1061 119.8 622 689 t061 119.1 621 609 1081 118.1 821 I-Im Nto 167.1 087 170.0 769 f39A 967 MA 806 119.4 957 134.0 780 1044 957 MCA 777 92.8 967 IWO 787 8310 987 106A 789 890. 087 1004 750 59.7 167. 0810 748 62.2 07 98.0 748 1:YS' 420010 721. 128.7 004 135.2 888 107.3 804 1152 684 819 604 109.3 071 WA 804 91A 680 7t.8 004 84.1 859 64.4 604 789 843 MO 604 M.8 033 4810 604 699 618 402 ON WA 828 94 7844 108.4 722 MA SO 81.2 M2 072 1 018 1 702 722 86.3 806 68.4 722 769 448 80.8 722 70.3 888 547 722 8510 580 45A 722 69.5 570 391 712 66.7 8m 342 722 68..2 884 N 7844 101.2 886 10" 804 84.4 688 69.0 688 I 72.3 W 7119 877 63.3 085 75A 688 602 886 60.6 560 50.0 885 80.1 553 42.2 685 64.3 813 382 W 81.4 597 31A 885 897 630 WA 9001 BBA 818 68.0 667 5410 518 6710 449 47.1 816 80.7 441 41.2 818 449 434 3610 818 40.8 428 33.0 818 3110 422 2710 616 38.1 413 23.8 810 396 407 12M 818 28.1 494 WA win 54.3 4&1 65.0 404 45.3 453 47.1 307 98.8 483 41.0 $01 33.9 483 38.4 388 302 453 33.0 379 27.2 483 30.4 374 ?2.6 483 28A 388 19.4 483 244 3W 17.0 453 22.9 368 840tbs we in 38.1 388 30.0 323 31.8 388 32.8 $18 27.2 388 28.4 813 23.0 368 282 308 21.2 368 22.7 3D4 191 388 20.6 300 189 356 19.0 203 789 m6 111 k1 35.1 338 38.8 SW 20.3 336 30.t 301 20.1 338 26.1 287 2210 336 232 283 19A 338 20.9 288 7.6 338 191 265 IBRO We 1 10 27.0 290 28.3 281 232 289 2310 219 190 280 216 266 VA 280 IS8.21 253 194 290 16.4 248 WA 144. 18.1 191 tai ISO 8368.6 TABLE SB FIGURE 1: FIGURE 2: i • • i i • JGURE 3: • i FIGURE 4: FIGURE 5: P i i FIGURE S: • i ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-44 FOR GENERAL INSTALLATION METHODS. 2) L04EAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFU ATONO. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -9D. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083.78 AND BE A MINIMUM OF AW THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 048` THICK (I8 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL. .ANCHOR CAP., TKS FORMULA TO OBTAIN THE ANCHOR 4CiTY REQUIRED` CORRESPONDING TO AN !AL PRESSURE REQUIREMENT FOR THE NTNG, WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR 4CITY WHiCH MAY BE USED TO QUALIFY iTIONAL ANCHOR OPTIONS FROM THE i OR CAPACITY TABLE. P Immiwi A. LYN13t8Rt.EF(, F FL P.E.# 68M A7rotwr aobyTabMpbe subottift Aw,mCUp Paaem9 AmkaType: cdo usteme 3114 tiw lAbeaon 2-1r a tfa'4eo lR+eow1 r 2•br ask Cona 17'l6' Eko Mom 81 31t6'Etrn uSrmon r 2-142• 1f4'EtcoUDtsaon r 7? 714.86 A90isOGo< r pored SHB' E7oo 914.136 Eloo p'W Bteei 81281661 0126100 Mmw A9g1OWW Saer(�) St"M) Gam(Ga) 3.110° r 0. 954' (Ow Embed0e14 210 4$4.76'tan. QC.1Sdt¢dard Capt j 14 r 380 1.714' 3 tbs 1714- 4WUn 1714' MM T 1.114• 1.114' 2701tt0 2808.0 I-Iw Lbs 1.114" 7 1 -if I-Im 2' 1 Ss t w W 1:YS' 420010 note 4) 689.6 4AndM0 t14Gln. O.C. 18 C0pft 94 Its WA WA 3wp WA WA WA WA WA 652 ns 840tbs I=lbs 4 Matmt80714h O.O. IM 2t8AAn0!e C9pe ft., a 789 m6 7801b6 owns IBRO We 1mrm Gom sofbo WA 760109 8368.6 ow ms 2304 Its 682 ns Milo 1129tbs 4Amlam 0044 MhL OA. f UM. Ko 118" AUM M 4p WA BBA WA WA WA WA VA WA WA WA WA WA WA WA 1432M I AWWUf tAPM Bk 188108 MIM an Wo 6. 822 RD 1ffi 1402. VY r. 37011. 231 Ds 3370e Ibs 183 ma 2W 0s �o ns 2 Anoh61s01.18'tdln. O.C,7P42gi ek b40fbs 3W Bs A WA WA WA 1801bs WA WA WA WA WA 328169 4 Ib6 SBO ibs NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: i • • i i • JGURE 3: • i FIGURE 4: FIGURE 5: P i i FIGURE S: • i ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-44 FOR GENERAL INSTALLATION METHODS. 2) L04EAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFU ATONO. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -9D. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 8083.78 AND BE A MINIMUM OF AW THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 048` THICK (I8 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL. .ANCHOR CAP., TKS FORMULA TO OBTAIN THE ANCHOR 4CiTY REQUIRED` CORRESPONDING TO AN !AL PRESSURE REQUIREMENT FOR THE NTNG, WHEN IT IS LOWER THAN THE MULLION 4CITY (FROM THE TABLE) OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR 4CITY WHiCH MAY BE USED TO QUALIFY iTIONAL ANCHOR OPTIONS FROM THE i OR CAPACITY TABLE. P Immiwi A. LYN13t8Rt.EF(, F FL P.E.# 68M OOm 80 to - 701. 00 fn - Sol. 1001. 120 In 140m tw1. aegten8rder TwPffderl& Reetermrdar itap�Ieng. i Trapflfteer8. Reete�oim TrapkLien9• kieom.guPer Tmp7fdmg. Reotmrpur 7feommis Recmnmw Tlep✓fdem Neefana%w uwft mO. 2x4.16 L to Loam.p Landbq LoaMO towtw Laft Woft laa uaft Lomft Waft tominp Loadn0 toml.p t.aft loa6.0 I TARI F OR CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 4f4GnUK UAPATAI T lU7JUl/71 MY t-URmULA: (D tee) XC ANCHOR CAP. m" " / =ANCHOR CAP.— MULLION CM.,,�",K USE THIS FORMA 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 MULUOAL IT WILL YIELD A MWIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. iX4'X2FtAILION lY 111NtIlU1J1 4 a. ' ucENSF' • gyp'., ` No.68705 s )3 ' 0 ' SrTA E �(! SS�QNA4 A. LYNN �lti 1`EAK P.E. FL P.E.# 58705 AnchorCapa llyTable(lbs) m cm . Hovwcmu I F2 W cW cod fddal AklrJwrC$pPa6tvt� Aoctror 31W Etoetltlmaal 1R'EkooUltreoot 0ft0'Elae Immm 311 8'EtooLS.Lcon t /4't'JooOfeaon U 1f4'S8 E7ao 61t8'EMo tf4'88 rdoo Atte* U"M Agge17" 11M 1ime1 f12SMm i12 Sleet aelsw(" WW(" 8.rew(") F.dwmameopt r 21fr 1' 2•1w $.fw r 244 V 2-vr r 34W Y 0.46• 0.64' 0.926•• EWbWfll rt 1.3f4' 14C 14W 13J4' 2 1.114' 1-tw i-tw t-tw 14W 1-ve r 1-w 1.318' (eeemReq A m ME the ME MR mu ME MaW WE 04 Oralislan MIA 499 4Anahem02b8't®n.OR./t3fen0At0 aPoaY. 4 749M9 7408 MR* 1405 ft 1424 Pos WA 880 Poe WA 8860w CYN 880IBe PYA GOW21be 810 Be 1120ms SAnalwo@1.71.611.,0.0./ SftdmdCfp ftg. 4$ Mgm 769tb8 18480m WA WA MW A Ibs WA WA WA 07808 1280@3 18800s 4 @T . fW,1(2)WAak)e LSps(Ff8.8 7 @9 t680bw 18988m 0 Mlbs WA 700 be M%s MWD d62fte 060 ars it"ft B Anokpatiii3'M41.O,C./o6a46 Art0ie lRe. q' 1170018 it70Poa t020 2340018 2814 WRO WA 11400» 14M an 1320Poe 3868813 878@3 tm" iMn* 9 @ 1.3r W 0.0. J 1 0lX Wo U0'Avm. ft WA WA WA WA kYA WA WA WA HYA WA IOA WA WA PYA 4 8Aro0ae 0.84` t46L 0.C./ LFCOp, 0do kt8 AkmL WA WA WA WA WA WA WA WA WA WA WA FTA NTA a AroOae $ a 88 fAkr. O C f FC8p 919 0108 R* 3 00 7 7 me A N. @s WA 44009 WA W ft Ibs 680 3Anohas®L7r tdh.O.C.f FCOp(FtO.f 30016a 390ft 34D rm 748ft 848@8 270tbs 280MB 1 WA 1 3WIbe 48BRO 1 4400a 11820re 1 MFA 42D Me 868@8 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 4f4GnUK UAPATAI T lU7JUl/71 MY t-URmULA: (D tee) XC ANCHOR CAP. m" " / =ANCHOR CAP.— MULLION CM.,,�",K USE THIS FORMA 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 MULUOAL IT WILL YIELD A MWIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. iX4'X2FtAILION lY 111NtIlU1J1 4 a. ' ucENSF' • gyp'., ` No.68705 s )3 ' 0 ' SrTA E �(! SS�QNA4 A. LYNN �lti 1`EAK P.E. FL P.E.# 58705 TARLEIOA Nufflon Capaofty Table 1dng WIM ((a ter6 apamhg muIff-)vrOps-nhVHa (W fwizor le rra9fore) 60 in win 7014 soh Debt I IOO In 120th t4In 18010 RWb tael« lroOnfors Re0fwow Tmp T*M Rectwtg" Tm"an0.m Tagil eng. Re0Aemit4« Ba nWW. R"wouler 1)187 rS. RedQft1Aft D0911IW4 Re41s WK VW1160ng. But• �aens 2x8x.28 L LeafHng Lwft L04ft L0a0O LO�m LOef9 L0af6f1g 0... L000m Laan9 Looft 1,08011 LOaft 1.081148 L -ft Waft Loft I Abirm Tube Mullion 421n 970.0 820 40.0 425 170.0 744 170.0 478 170.0 698 170.0 NO f7oA 082 170.0 $10 170.0 file 170.0 621 00.01 t240 170.0 621 170.0 1488 170.0 621 170.0 1735 170.0 521 1170.0 1883 1704 671 4814 170.0 705 170.0 524 170.0 8% 178.0 584 1740 982 170.0 630 170.0 1133 170.0 801 1704 1278 170.0 877 1704 Mil 170.0 888 170.0 1700 1704 860 170.0 188:9 110.0 M 5740 22W 170.0 880 SIAM I4 DOA 747 170.0 SB3 1700 596 170.0 031 170.0 1046 170.0 884 170.0 1196 170.0 723 170.0 1345 17x0 747 ROD 1404 170.0 788 170.0 17%9 1704 760 170.0 24� 170.0 70 570.0 2381 170.0 760 84 In 170.0 797 170.0 612 5704 866 170.0 891 170.0 1118 170.0 764 170.0 1276 170.0 SM ITOA 1434 170.0 837 170.0 t604 170.0 858 170.0 1013 00.0 WI 170.0 2231 170.0 881 170.0 26M 1704 881 001n 170.0 866 170.0 701 170.0 1003 170.0 787 170.0 1240 170.0 878 170.0 1417 170.6 044 170.0 1584 1704 808 170.0 1771' 170.0 1033 170.0 2125 1704 1083 t7O.0 2470 170.0 1983 170.0 2883 1704 1083 03 in 170.0 030 170.0 745 170.0 1118 170.0 880 170.0 12M 170.0 046 170.0 1488 1704 1016 170.0 1873 170.0 1078 1704 1988 00.0 10=2 170.0 2231 170.0 110P 170.0 2802 170.0 1171 170.0 21175 170.0 ft7t 98 m 170.0 074 170.4 788 170.0 1189 170.0 so 170.0 1384 170.0 5002 170.4 1638 Inc I= 1704 1763 170.0 1165 1780 1848 170.0 1210 170.0 2338 Ilea 1278 170.0 2727 IRLO 1208 170.0 3117 88 7210 170.0 1063 170.0 878 170.0 /276 Me 1009 170.4 1488 1700 1120 174A 1700 170,0 1728 170A 1013 170.0 1918 170.0 2128 ITOA 1367 1740 2650 170.0 UN 170.0 2975 1704 1828 170.0 9100 30784 1704 1122 170.0 OR 17&0 130 t704 Wife 170.0 1570 1700 1209 170.0 1784 170.0 1872 170.0 2018 Me 1421 170.0 2243 170.0 1605 Me 2092 170.0 1828 170.0 3140 170.0 1691 110.0 3589 057810 00.0 1151 00.0 OR 170.0 1381 170.0 Itte 1704 1611 170.0 1260 170.0 t842 Me 1989 170.0 2W 110.0 1474 170.0 7202 170.0 15% 170.0 27113 170,0 IM 170.0 3223 170.0 1777 17ae 3863 7988014 17OA I= 1700 1144 170,0 1504 00.0 I= 170.0 15841 170.0 1498 f70A 2125 1704 1873. t70A 2301 170.0 1703 2704 2858 t70A 1918 170.0 3188 �t70a 2125 MA 303 170.0 2273 139.0 3413 8198In 170.0 1417 170.0 1252 170.0 1700 170.0 1434 170.0 1083 170.0 IBM 170.0 2287 170.0 1794 1704 2550 1700 1962 110A 2833 170.0 2M 180.0 3188 170.0 2338 137.13199 1884 2470 120.0 3188 428OA I 1884 170.0 1409 170.0 1913 004 SBR 170.0 223t 1704 1810 1704 2550 1704 2070 284.8 2781 110.0 2271 143.3 2781 MA 2333 128.8.2181 140! ?181 100.9 2781 lal) 2234 87.7 2761 198title 170.0 1838 170.0 1481 170.0 10% 170.0 1700 170.0 2203 170.0 1932 570.0 2821 170.0 2140 161.0 2092 1623 2245 138.0 2892 14&4 22(8 193.0 2032 128.4 2188 WA 7032 116.1 2120 BS.d 28'5 098120In 1700 1771 170.0 1588 970.0 2120 170.0 1869 164A 2262 169.0 1991 435.5 2252 141.4 1884 120.1 2762 127.2 11136 1081 =2 110.1 1915 90.1 2282 094 1872 TIS 2252 a" 1838 87.6 ?152 8x81449 125.1 1684 120.8 14411 104.3 1684 108.1 1428 99.{ 1684 Bib 1487 78.2 1684 80.7 1390 99.5 1684 72.8 1873 1128 1584 88.7 1388 20.9 1604 5&0 1330 44'.7 1564 49.2 1305 39.1 1881 209 TART F inn .ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 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. TABLE NOTES.• ROUT 1: FIGURE 2: FIGURE 3: FIGURE a FIGURE8: FK4URE e: FIWRE to FIGURE tl: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON • • • • • • • • • • • • LOADINQ SEE SHEETS 24 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS • • • • • • • : • • 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FXGIM & - FIGURE & Flom I 7: - SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.ANGLE . r • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FI. • • • • • • • g m CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE•TREATE 5.7)E YELLOW SOUTHERN PINE WITH AN Be OF 0.56. ALUMINUM SHALL BE 8083 -TS AND BE A MINIMUM OF. MUSTS• • • s • • ♦ • USED I4 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 TWD .045' THICK (ill GAU04 STRUCTURAL STEEL PAIRS BE BE AT LEAST .126' THICK AND A38. ALL.ANCHOR$ INTO METAL SHALL EXTENOAT LEAST 3 SCREW THREADSBEYOND THE MATERIAL. ``1111111f1)7j/j * ' N6.58705 . O STATE <L/: 111 0NA� %\"\ A. LYNN MILER, P.E. FL PER 88705 A4tahor Calmallir Table a7x 199811 CAx1 NgrorTYpe 3116 EkoUltmwn 114 EIooU eson 346"Ereouxmm I74'Ekotn GM 101WElm &98`Elm 114'88 Em0 S108tem #7281001 R126temArdwrCOpPaaem9 UltroM A98mOMo1 SWW(65) SOW(GS) SOrewf(95) Edge Detence(nik Y $1111 P 2-IVwr A 244 T 2.1rC Y 3418" 7 0.45' .0841 0320 Em (fele 1314° 1374' 1314" 1-2w1.1hr t•tl4' 1.114° 1-t)4` 1414' 1-114" 7 131.0' 1315' (eee 00te4) 39899 RS 450lbs 89010s rWA 270 Ee 280 99 Qm 0M 4An04ae 874.68' MOt O.a 1 WANIerd CUP(Ffg. Sk 780 fiq 760 amts 978960 6�me 8ti0 me 75690 14809e SW ms '1104 rm ft 6%ms 590 ms 1`12093 8 Aaohms 401.71 WA O.a l Smn90td CUP(ft 4k 1180 ma 140090 9010 me 25Wfbs Mtn WA t068me WA WA 1304 ifm 1980ma 22401 4 ® O.C.1�246 ape(Ftg.6k 780 In 9• 0• MIR WA 760tbs 98899 00ms 23B416s 882 be 5401be 112090 8Afth•s 0 W MhLQC, 1(2) MM At4`eCUP0(Ffg. 87 1880 m0 100 ms 13W fire 31M me I= Fee 1120ms WA 1620ms 1872 me 1760 ms 47200• 1309 m0 1680469 2240me. 12 ANhors ®t.S' MUL O.C.l (.0218 AAP COPS (F7a. 7k 1610 We 210090 1449 me 3780 ft WA WA 1320 ms WA 1600 no WA WA WA 1856 ms 2Reme .0380 ms 4 Anotlms 0 I.W Mh O.C. t ULBA 86o V8' Ahm (F(4.8): A W A WA A WA WA W WA WA WA .WA I= me SArgha• R 0.54' Min, O,a 114CI(q 8no tfa' Alcon. (Fg.'8k WA WA - WA WA WA WA WA WA WA WA WA W WA WA 2889 m0 2Arfdttus®4.68WAQ.a1F-WpfFlq. 101 398 me1 390)be 1 IAOme 880 ms 1632 RA I 270fbe 28flms 384f1a 7401bs '489 m• 671199 110ime 918 mslbs 4Arwbors Q 1 rrMh a0,/RCUP ft, Ilk SM 9* 700 UA 80899 I298m0 WA WA 470160 WA Q3fbs WA tV7A WA e62 On fb0 St20 m9 .ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 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. TABLE NOTES.• ROUT 1: FIGURE 2: FIGURE 3: FIGURE a FIGURE8: FK4URE e: FIWRE to FIGURE tl: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON • • • • • • • • • • • • LOADINQ SEE SHEETS 24 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS • • • • • • • : • • 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FXGIM & - FIGURE & Flom I 7: - SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.ANGLE . r • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FI. • • • • • • • g m CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE•TREATE 5.7)E YELLOW SOUTHERN PINE WITH AN Be OF 0.56. ALUMINUM SHALL BE 8083 -TS AND BE A MINIMUM OF. MUSTS• • • s • • ♦ • USED I4 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 TWD .045' THICK (ill GAU04 STRUCTURAL STEEL PAIRS BE BE AT LEAST .126' THICK AND A38. ALL.ANCHOR$ INTO METAL SHALL EXTENOAT LEAST 3 SCREW THREADSBEYOND THE MATERIAL. ``1111111f1)7j/j * ' N6.58705 . O STATE <L/: 111 0NA� %\"\ A. LYNN MILER, P.E. FL PER 88705 TABLE 11A TART F 11R - - - AncborCapaulty Table (Ne) Mullion Onoolty Ono Table 2.ik Gaeta I 3.88 OW4.1 Robb m PI4w cuu P7 OpaningWMtb(tonrerEca*spamtrgnWAom)orOpenInuHelgpt(Mrinr rWrgrt6gf } Anchor Clip PatMlre Aednr Y18'P1m tJlt�a 4618' Eko iM'EIm6lRrmon tRmoon 600 800 700 so In 80In 1000 1200 1400 16014 1.26"x2.11" naAenOuiw TrepTAar41. Lo418ro Lo4tgn0 Looft T4a{Vfeang Ra4imi8uim Loaft Loaft Trepf4eeg ReganButar toa41r8 L4a011p nepTAm�g. fteota�dm L -ft - W 'tlaplfd�. Recte�er tt8 Loaft L-" TmpTdang Loaft Reotatry64ar TraptT8nr8. Reat4a4Wa1 TtepTAenB Reotengutm Looft Lomft Loa6140 L4a609 Loading T/eplfdang. Loaft x.428" Alum Tubb MUD t rhe eb 660 1606FWI swms I -m PSA lows 8 420 144.21 628 1187.0 420 IM2 6ffi 140.8 410 103.0 W 138.8 414 80.1 628 1348 411 80.1 820 1341 411 72.1 Kffi 136.1 411 60.1 826 130.1 411 51.0 m 134.1 411 09.1 Me t341 411 480 96.6 403 108.0 333 Sea 403 847 326 See 403 68.4 320 60.4 403 K4 317 63.7 403 78:1 315 483 403 78.8 314 40.3 403 75.8 314 36.6 403 76.8 314 302 403 76.8 314 60061n 82.3 362 81.0 301 68.6 382 78.3 204 Sea 363 1 71.8 1 288 61.6 382 8T2 280 48.7 382 64.6 234 41.2 362 636 283 343 382 63.6 283 29A 382 US 283 25.7 362 63.8 283 660 67.8 316 741 287 80.5 918 842 261 4aS 318 57.9 268 424 318 S&8 263 37.T 318 SQB 25033.8 318 4A5 260 2A3 318 48.1 248 2A.2 318 49.1 248 2r2 318 48.1 298 600 48.6 268 53.1 210 41.2 258 45.7 214 36.3 268 40.7 210 30A 268 37.2 207 27.6 266 34.4 =4 247 268 33.4 203 30.8 256 32.2 201 17.7 288 322 201 15.6 250 322 201 630 42.7 234 45.6 200 36.6 734 39.1 195 30.6 234 AT 182 26.7 7.34 31.8 189 237 234 29.4 186 2IA 234 20.0 184 17.8 23434 20.8 183 15.3 13-3 234 25.6 188 13.4 220 t88 11.8 234 28.5 183 213 220 188 660 372 213 39.4 143 $1.0 213 33.7 178 20.6 213 29.8 178 23.2 213 27.0 173 20.8 213 25.1 110 18.8 213 23.7 t69 tab 243 22.2 tel 213 M0288 178 311 186 2a0 179 26.6 462 20.4 178 22.6 148 17.9 178 2a3 147 168 178 18.7 146 243 181 25.4 140 20.3 101 2L8 137 17.4 161 10.0 136 16.2 161 17.0 133 p780 780 22.6 152 23.6 133 18.8 1 162 188 131 16.1 162 17.6 128 TART F 11R - - - AncborCapaulty Table (Ne) 2.ik Gaeta I 3.88 OW4.1 Robb m PI4w cuu P7 hRetc Anchor Clip PatMlre Aednr Y18'P1m tJlt�a 4618' Eko iM'EIm6lRrmon tRmoon 3118'Ek4151raom t74•Etoo U04w0 t/4' 86 Ei4o Nw E0o 1/4' 68 Sho HO Steil #128tee1 #121)W Ag91eaata Utrem A04GSW Saew(88) Som(GS) 6014WIM 2dge txatame1• 2d1' 1• 2.112' 3110• r 2.1/Y r 2.1/P 2' 3.118• r a 0.64' MOW Embe4moftW- i�P 1.3(4• taro• .12' 1-w• 11w 1-1H• 1 -fa' t -t/4• 1-V4' r 116• 1318' (nee ro0 t rhe eb 660 1606FWI swms I -m PSA lows ANCHOR CAPACITY ADJUSTMENT FORMULA: =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUUW 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 4 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. �{ PRODUCT REVt38D SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �1'� I �Ba �� tfifh Ut6Floriaa FIGURE L' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANGIOR OPENING WIDTHS IS ALLOWABLE. Ace4 ANO 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.24. .. HOLES TO BE DRILLED IN THE FEW FOLLOWING DIMENSIONAL'RESTRICTIONS SHOWN ON SHEETS 1820. 2.118' FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. oPro 1 1�ygt} ANGLE CLIP MUST BE USED IN PARS.I 126" LY,N'N,, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED L CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 30 OF 0.85. ALUMINUM SHALL BE 6003- T6AND SEA MINIMUM OF .125 1 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.048• THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT 128' X2.11" X .12V MIA .(ON Z N. 58705 THE LEAST . 2TETHICKTHICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (R(TEGRAL FIN MULLION) .. �•. STAfi �} ••w: IAL S,s�OPlA1.{1E.t``� A. LYNN MILLER, P.E. FL P.EJ 68705 TABLE 12A Muftn Ca eo Tebta Op-IngWidth(Ior-r C8tIjrV9r9411Q70J8011B)•rOp$ntn9H9tgM(fatarf>aYeOysparcing11BIflo11s) 6610 60m 7013 BOOT 901n too R, 120 in 14011 18010 R TmprNM RedWo4or TOW111911g. R-te119Wat TrsOTftg.' RederZft TopRdang. Tfap" L 3.26"30Lamug leafing Londt Lcaft Loadafg Leaft Loafing Loafing We®r• toaft I LOaft Leafing t4aft tna __...._Leafing Lwft Le�� Long _ DEM BAYMUUL ffiI isI_fill, � 1 1 1 �I h h h 1 1 1 1 i I I i I I if I I I I if I I I I I I I I I I I I I if I 421n 170.0 620 170.0 435 170.0 744 170.0 476 00.0 888 1700 We 17U=170.0 610 1700 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 Val) 621 170.0 1736 170.0 621 140.1 1740 170.0 621 481. 170.0 708 170.0 526 170.0 800 170.0 884 170.0 902 170.0 We t70.0 5193 170..0 881 170.0 4276 170.0 877 170.0 1417 170.0 660 1622 1672 170.0 800 130A 1622 170.0 080 1142 tm 170.0 680 60.8261n 170.0 747 170.0 603 170.0 886 170.0 at 170.01 1040 170.0 6% 170.0 11911 170.0 723 170.6 1346 176.0 747 1642 1443 170.0 766 4300 t443 1700 760 11 VA 1443 170.0 768 4M.0 1443 170.0 760 541. 170.0 787 1700 612 170.0 860 1740 Bot 170.0 I1t0 1700 784 170.0 1276 170.0 803 160.4 1333 1700 897 144.3 13&1 170.0 BBB 120.3 4863 170.0 Set 103.1 1363 170.8 Bet 002 1363 17xO 861 60 In 170.0 868 1700 701 1740 1083 170.0 787 107.0 1216 170.0 876 14&1 1218 170.0 044 Mae 1218 168.8 876 116.0 t2t8 162.1 824 870 1218 t4&t 813 83.6 We 14&1 013 73.1 We 140.1 813 631. 1700 930 170.0 748 170.0 1118 170.0 860 1802 1160 1118.8 033 131.4 1180 1690 014 tt8.0 150 MCI) 888 106.1 1160 134.2 886 870 1160 Iffi7 871 75.1 1160 1282 070 65.7 1460 1282 870 Win 170.0 974 170.0 789 18.4 1078 10.8 861 t30.8 IM NSA OWN 114.3 1008 133.4 SW 101.8 1046 123.4 830 81.4 1008 11&6 830 762 1045 109.4 821 653 1048 I= 848 67.1 1046 108.2 818 721. 1400 880 1470 784 IVA ON 120.0 748 INS 880 1100 734 SIX SBO t00.0 722 762 880 020 712 744 800 862 703 5&7 880 70.2 693 80.3 880 748 888 440 880 78.4 888 701n 11117 790 [26.1 89D 89.8 780 10&4 878 O53 700 939 863 74.0 700 83.0 M OU 786 74.0 843 113.9 790 71.7 SM 49,9 700 6&1 i4 420 780 82.1 810 37A 780 81.0 817 Tam 110.8 780 116.8 07 929 760 9&1 814 70.1 730 89.9 832 692 750 77.1 821 813 760 700 012 55.4 750 O&7 60 462 766 690 694 390 760 66.2 088 34A 750 663 680 8011 72.1 683 74.4 60D %1 5p 620 491 61.6 5W 813 483 46.1 663 48.0 476 40.1 W3 440 468 3&1 683 400 402 90.0 888 302 48'2 280 6&1 339 448 236 663 310T. 442 881. 680 486 81.1 443 49.6 498 6/A 436 420 405 MA 427 37.1 486 383 421 330 485 98.1 416 28.7 485 332, 400 24.8 488 28.4 400 21.2 280 384 180 485 250 390 1081. 41.7 301 0-0 359 34.8 391 36.0 348 280 391 3f.t 342 28LI 391 270 337 232 391 240 333 28.0 391 220 328 17A 301 19.7 321 14.8 nit 170 We lit In 380 370 392 335 320 370 33.0 330 273 370 280 928 24.0 370 269 320 210 370 228 318 18.2 370 200 312 t80 370 t8.t 305 120 in 30.4 317 30.0 289 25.3 317 280 287 2tT 317 228 280 f&0 317 180 270 180 3tt 170 273 I120W5 636@8 44411 170 719 1TA 203 2304 EDB 86225 8401De 1/81109 TA13LE 128 FIGURE 1: FIGURE 2: C D FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED ON PAW. TABLE NOTES.- I) OTES:I) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINQ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CttU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE•TRFATEO YELLOW SOUTHERN PINE WITH AN SG OF 0.68, ALUMP M SHALL BE W8.9•T5 AMID BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (I6 GAU04 STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A3B. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA. (DP)X(ANCHORCAP. �9„)mANCHORCAP.- IeHRd 1013 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 TITS ANCHOR CAPACITY TABLE. tiX ttltliFtll7f7// ei �tCENOO��4Qp ` No. 58705 J �•. STAT 0 �•!(/� A LYNPit I I 10 RP P E FL P.E.B 58705 Amh•rCapaBlYTable (Ib9 &ASU818: VIC cwmde 3.66 CCM. mowwu fgwtmuWOOd 618151 AndarC)pPel06tre Aadnr 3/18•EkoUaracon t!4'E1.at ae 61tr t]eo Lamcm 3I18•Elmt!$meon t7rEfooUtm60t IW 88 EIN r�t18'E700 114'68 BW 61061881 812 Slee) 012 OW AW06alar 1818400 Affe(I 07 Satesv(OR8om17(65) SMWM 2 E6aeFft-WMet•13i Y 2.713' T 2-l1Y 3116' t" 2-17P' 1' 2.1/2' r 3118' r 0.46' 036' 0.3wEmbadmot(0$ 1 I•w 14r 1.174'2.1.114' t -Hr 1•I14' t -tic 1-Ilr 1-vr r 1-w t•3tB' O, .1 42pa tytbe 380 m8 89028 1700108 7 {eeerate4) 4Anoms3.rWL0.C.1M2t8Ar1gts13p81R& MFA Mon 7�Aw 1870183 2628845 840805 80028 WA I120W5 636@8 MM Ma 2304 EDB 86225 8401De 1/81109 6Aa0has Q 2.71.111h 0.0.1 2t5 Cups 3), 11201bs 142885 ON Poe 714016; 22542s NIA B�Fbs NA 105953 t4JA 1329kbe NOL 878 1280. •s 18M16s FIGURE 1: FIGURE 2: C D FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED ON PAW. TABLE NOTES.- I) OTES:I) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADINQ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CttU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE•TRFATEO YELLOW SOUTHERN PINE WITH AN SG OF 0.68, ALUMP M SHALL BE W8.9•T5 AMID BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (I6 GAU04 STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A3B. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA. (DP)X(ANCHORCAP. �9„)mANCHORCAP.- IeHRd 1013 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 TITS ANCHOR CAPACITY TABLE. tiX ttltliFtll7f7// ei �tCENOO��4Qp ` No. 58705 J �•. STAT 0 �•!(/� A LYNPit I I 10 RP P E FL P.E.B 58705 . �+pvnrna vrrw;n Pw wruwauyolnuru npurvrnl yr m�rwrzwnunT-a}xu�ny nruwaoJ 4) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOAMQ 501n subs BOB Vk c4acrow 70 to Flot4 4) SUBSTRATES:. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FILLEO Hawwa 1066 • • Y�bt F&kf.MU L108t Mates AadwClpPaleRta iBOM 3tte'Ekot�a0on • tt w mg. Rectone r tm#tlmN. yrEl0ot16ata Rectmgp- -9",Remengyfer OW T 1• 2-712' & TreNOtan9• t 7tep?�tg. Rwt Tiop/Rlang. Reotm dar Trep7i0en9. RootmrgNar 2.1YC' 7te�T08ng. 3-tw 3.28^ 48 tae6n0 LoatHrg LaaAtg Laadfe9 Emmet f.3t4• tst4` 137r b3t4• T mw t-ur 1-1N" 1•vr t -v4• 1-vr r t•3i8' t•3B• o.Q!(2)2KaA00f8Wp9(flp 6s FOS 1 2706a MUMS are 74008 4891be MRS 118269 3ffi gm Laadep LoaB� 4Andh=Q&Slffn.0.Q1(p2t8AnPMpS(%4 t LoadN9 700 t 1•oaan9 LcadnB L rO t loedrg WA Aua3n0 loafing 880IDS Loam. 2361fM L -ft IrAms BAYMULL 1 DEO. AL fill, 112865 1 1 _ �, WA 84060 WA f�8lbs WA t820I0e WA 87865 t28016s 1880lbs �. TABLE 13B FIGURE 1: AmhorCepaaHyTable TABLE NOTES: 4) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOAMQ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. subs 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.2(L Vk c4acrow HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. 0.6ko 6 4) SUBSTRATES:. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FILLEO Hawwa CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CM WOOD SHALT. BE PRESSURE TREATED • • • • F&kf.MU PT Wood Mates AadwClpPaleRta AnelmType 3tte'Ekot�a0on 1lrElo0UtraeaF 61W Eteo Ubam 9ite"Exotgb�m yrEl0ot16ata yr SS Elco 811r Elco yr 88 800 MOW 012 MSW AWWdw U[tcon Ag Wdu Cmw(" efts— t7N s"w(U6) OW Edge LTatmce (6 1• 2-712' P 2.1W 3-1w r 2•f2' t• 2.1YC' r 3-tw r 0.48' mw 0.024' Emmet f.3t4• tst4` 137r b3t4• T mw t-ur 1-1N" 1•vr t -v4• 1-vr r t•3i8' t•3B• o.Q!(2)2KaA00f8Wp9(flp 6s FOS 1 2706a MUMS are 74008 4891be MRS 118269 3ffi gm (toante4 4Andh=Q&Slffn.0.Q1(p2t8AnPMpS(%4 7Wft 700 MRS MR$ 2828Ibs 60M GWMS WA MRS 880IDS 82aft 2361fM 8820n 840165 IrAms BAeatrGa B.It"lfkr. 0.4.!(1J2r6Mg10 fSi{•(R 3x 11206S 112865 ONts 22486s 2284Ibo WA 84060 WA f�8lbs WA t820I0e WA 87865 t28016s 1880lbs FIGURE 1: TABLE NOTES: 4) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOAMQ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 2: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.2(L • • • s HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES:. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FILLEO FIGURE 3 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CM WOOD SHALT. BE PRESSURE TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE W83 -TS AND BEA MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. "UMUK VArAUt l T AUOUOI men r PUMUL U (DR—) X ( ANCHOR CAP.,,,„„) -ANCHOR CAP., MULLION CAP.,,,, ,. USE T1418 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 AMIIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. +'I ~ * ' N0.58705 ;� •� (o t5 0 •'• STATE 0 A. LYNI(11NS1�Lel P.E. FL P.E.# 58705 tow -1 tow tow .12V aA2 8062-TO ALUM. 6083-78ALUM. 08346 ALUK 0063 -TO ALUM, 6084,T$ a f. . -►I f+.12fi' 2XSANGLECLP 0 T8 ALUM X -SECTION t L . . - I :426' 8b00" MCUTHERETO .376' .R -C 3.1 --`IREATEKCL�•8EE i4. 8.000'--- MR �1 OETAILF SHEET4 376'MU1 1- .338' MIN. r--------1 r-------� U -CLIP �------------- I + 1 I I A A I 808378 ALUM A r - ----------- - - - -t L... _____J L__.,.. -_..-J USED gggg��.Xr- c- .-------------------i 2X6 ANGLE OLO' 1' X 2.76'1' X 2.78'- U ONS 6083 -TS ALUM. ¢ L- STANDARD CLU- TOOPVIEW CENTER OF ANCHOR HOLE MUST LIEWITHIN THE TOPVtEW X63 -TO ALUM - DASHED BOUNDARY. SEE SHEETS Si7 FOR THE ZV=ffHN TER ANCHOR HOLE MUST LU: TOPVIEW ITI-'ri ,,W' ANCHOR O.C. DISTANCE. ANV MUM ANCHOR THE DASHED BOUNDARY. SEE CST sx HOLE DIAMETER ANCHOR DIAMETER+ 1118'. T U -CLIP DISTANCE. MAXIMUM ANCHOR HOLE 80S3-TBALLIM. DIAMETER: ANCHOR DIAMETER +1/18'. I Mak TOPVmW 6.508'+{ 378' .378' _ II MUi M84• r---- ------- -----------.1 __ _i. ,33g MIN. 111 8983-T8 AU M. 1 1 1 1 I MULL ONLY. SHEET 12 TOPVIEW t OFFSET CLIP 126• 8083-T8 ALUM TOPVIEW TABLE 8 Mull DlmerTdon (shestll) •X2"X.126 (6) Mullion SM 1 STANDARD CLIP 2.1 8063 -TO ALUM, X4WOTION i -12V . -►I f+.12fi' 2XSANGLECLP 0 T8 ALUM X -SECTION t L . . - I :426' 8b00" MCUTHERETO .376' .R -C 3.1 --`IREATEKCL�•8EE i4. 8.000'--- MR �1 OETAILF SHEET4 376'MU1 1- .338' MIN. r--------1 r-------� U -CLIP �------------- I + 1 I I A A I 808378 ALUM A r - ----------- - - - -t L... _____J L__.,.. -_..-J USED gggg��.Xr- c- .-------------------i 2X6 ANGLE OLO' 1' X 2.76'1' X 2.78'- U ONS 6083 -TS ALUM. ¢ L- STANDARD CLU- TOOPVIEW CENTER OF ANCHOR HOLE MUST LIEWITHIN THE TOPVtEW X63 -TO ALUM - DASHED BOUNDARY. SEE SHEETS Si7 FOR THE ZV=ffHN TER ANCHOR HOLE MUST LU: TOPVIEW ITI-'ri ,,W' ANCHOR O.C. DISTANCE. ANV MUM ANCHOR THE DASHED BOUNDARY. SEE CST sx HOLE DIAMETER ANCHOR DIAMETER+ 1118'. T U -CLIP DISTANCE. MAXIMUM ANCHOR HOLE 80S3-TBALLIM. DIAMETER: ANCHOR DIAMETER +1/18'. I Mak TOPVmW 6.508'+{ 378' .378' _ II MUi M84• r---- ------- -----------.1 __ _i. ,33g MIN. 111 8983-T8 AU M. 1 1 1 1 I MULL ONLY. SHEET 12 TOPVIEW t OFFSET CLIP 126• 8083-T8 ALUM TOPVIEW TABLE 8 Mull DlmerTdon (shestll) •X2"X.126 (6) Mullion SM POTPart# I SM. CHH OHsetCUp , U -blip. SW 13M 6WilSMj �243M Angle CHp .868611M 1" X2" X.37W (6) 668006 SMI14M 6W11gM SM44M SM12M 1" X2.76° X.376° (7) 88807 M115M 6MI20M OM46M 686613M . 1°X2.75 X.650"'(8) 88808 O6118M„ 6601121M 66824SM 14M 1" X3.128'° X.600 (0) 66037M SM1116M 6601414M 688242M SWISM. 1.26" X3.188" X.265" (12) 6SO41M 6681117M 8861113M SM41Mi BOSSISM i.2W X 211" X.128" (16) 1 68370 WA WA WA OM17M CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + VW, TABLE A Dimension Value ¢n) A 1.626 For Mullion: 1" X2° X.126• AlUmk= Tabs Mum, B 2.664 C 0.896 D 0.740 A 1,128 VX2"X.376" Al�Um Tubs Mullion B 2404 C 0.835 D 0.480 A 1.876 1" X 2.76 X .376Alumbm TW* Mullion B 3.000 C 0.767 D 1.118 E .460 Min. A 1.312 1" X2.76' X .650' Al18Mnwn Tube Mullion B 3.000 C 0.476 p 0.838 A 2.000 1" X 3.126` X .600' Alum Tube Mud B 2.637 C O D 1.137 A 2.826 1.28• X 3.188' X 286" Akan Tule Mull B 3.282 C 0.882 D 1.782 A 1.613 128' X2.11" .121" " Alsn T161s Mud NSE.: 1) HOLES TO BE DRILLED B4 THE FIELD FOLLOWING DIMENSIONAt, RESTRICTIONS QNEN ON rm SHEET. 2) SEE SHEETS 5.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR D.C. DISTANCE, 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ygggyy}}}�� V4CENSF'•�P *' Pio.50705 *' STATE 0, t'FS,S.!2oRtoA..�G�� A. LYNUIW.I.K P.E. FL P.E.# 68706 ' 740• .3ft• �{ � �'�( �.12b• -'-11.126• � � I I 126• I �x 28 2000 I 2.128' 2� ' tab" 1t 125" L co CLIP I! .126• "UP 2X5 ANGLE O UP 063 -TO ALUM. 606378 ALUM. 00033 -TO AALUMR 3 •37r X�SECTION X-SWRON %SECTION a, 1•X4'X m T• 6.600• '•MUG.SONON CUT HERE TO (�-�-6000' 378• 6083 -Te ALUM. XSECTMN M7M8L 9.126 +-�DETAfL -CREATE SHEET 4 F-CLIPSEE •3715 1 �` MIN. ,` z N r--------, 1 r-------� .378' CENTER OF r ---------------------i .378' Z LUI 1 i i i ANCHOR HOLE j j MIN. � 0 MusTUEwATHw i i . a THE DASHED BOUNDARY. SEE ¢ I-- I 1 I--- 1 F SHEETS 6.17 FOR t t 1 2$76' Ti•E ANCHOR O.CDISTANCE . 1 I 1 I 1 F I MAXIMUM 1 I � I 1 I DUtMETER LE I i � L ---__-J L ------.J ANCHOR l.- ------------..-._--- 2X-� U = Q I DIAMETER 1110'. Q 1 --- 8 ANGLE CLIP a �' 8W3•TSALUM. CENTER OF ANCHORHOI.EMUSTE.EE > M. 6083.76 ALUM. Z=m OF ANCHOR HOLE MUST LIE LIP U -CLIP TOPVIEW WITHIN THE DASHED BOUNDARY. SEE TOPVIEW 9" DASHED BOUNDARY. SEE SHEETS6.17 FOR THE ANCHOR". SHEETS 5.17 FOR THE ANCHOR O.C. �DISTANCE MAXIMUM ANCHOR HOLE SHE 1 11 DISTANCE. MAXIMUM ANCHOR HOLE DWMETEFCANCHOR DIAMETER +/HB`. TOPYIC-W DIAMETER: ANCHOR DIAMETER +1118'. \ Tet;M F r 126• NOTES• .740' qz 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. 2) SEE SHEETS 5.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. .378' 1 1 I I I 3.� ti t OFFSET CLIP 0053•T6 ALUM TOPMEN TAHt E D Dlmendon Value (in) PorMulilon: F 3.887 f X4° X.126' 0 1.000 Aluminum TWO H 2.680 Mullion F 3.187 11 X4° X.376' 0 0.757 Aluminum Tube 8 H 2.430 'r Muitlon F 2.813 30• 130Y Ault F 2.876 46° Bay Mug Mull Otmenalon (sheet il) Mullion PGT Part 6 std Clip Onset Ciip U.Mp Angle Clip P X4" X.126' (10) 89384 606111M I 066,122M 66MIM 989518M 1"X4• X.376' (11) 88810 6 NI12M M1123M 688242M S86S19M ,' X4" X.376"P (11) 86883 000112M 6881123M 688242M 6W519M 30 De" (16) 86849 NIA NEA NIA SMI EOM 46 Degree (17) 86850 NEA WA NiA SM111M �� 1'��v' �CEN3F •'�F�j1 �i * ' N0.58705 ' ••• 3TA O � • �(/� A. LYNN MILLER, P.E. FL P.E.A 58705 TABLE E Mull Dimension PGT part# � ( � Muliton Std. Clip U•Cllp Angle Clip i[4� r'1 ( f»-'126• ' t 1- .128' � � 2• X4" X.25' 13) 86802 W=1M 868271M M5112M 2"X8"X.25°(14) 88804 8662e2M 686272M 8865113M 8083 T8AUbd 8�ANDARD CLF U-CWLUM. 60ANGL CUP42.000 XSECTt1 2.125" XSECTION 244 X-MTION1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING 25' I .125° L .125'DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEEP.2ROLEE a �3 17 FOR sUGGESTED. AFFRO70MATET3) SEE SHEETS 2-4 FOR GENERA. INSTALLATION METHODS.1n j --2.000'----j rxrx.2 MULLION 6003.74 ALUM. XSECTION 36�• CUTHERETO SESEADETAIL ' EE.378' MIN. SHEET4.376° I I I 1 I 1 t I I 1 4 I -�-- -- --�- 3438' I I II 1 1 f t 1 1 1 L- STANDARDCLIP UdxIP.8�8d8 ALUM. CENTER OF ANCHORHOLEMUSTLIE 4088-T6ALUM. ED Ir M �1EET' WITHIN THE DASHED BOUNDARY. SEE TKwmw TOPVIEW SHEETS 5,47 FOR THE ANCHDR O.C. _..... DISTANCE MAXWUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DIAMETER: ANCHOR DIAMETER+ IMS.WRMN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. B.SOD• DISTANCE. MAXMIUM ANCHOR HOLE �`-3•�D'--�� DEETAEILTOFr _3 �IAMMELER.ANCHOR DIAMETER +V14'. CREATEFGIP .376' CUTHr f.8 MN MIN. � 1 ----- -- 1 I 1 1 I I I I 1 i 1 I I I --- ----------- I I I I I I I 1 I I I I i 1 1 1 I 1 1 4.888' bA36' I I - STANDARD CUP 8083-TSALUM. TOP VIEW T t I I RI b. Mme. i I .378' ___________________J MIN. 2XBANGLECLUP CENTER OF ANCHOR HOLE MUST LIE 4089.TBALUM. AWflTBNTHE CASHED BOUNDARY .SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. ---' DISTANCE. MAXMUNI ANCHOR HOLE DIAMETER : ANCHOR DIAMETER+ VIV. 6.000•- —y .376' MK ---------------------i i I 13B" I I 1 1 I I f � i I .378' ___________________J MIN. 2XBANGLECLUP CENTER OF ANCHOR HOLE MUST LIE 4089.TBALUM. AWflTBNTHE CASHED BOUNDARY .SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. ---' DISTANCE. MAXMUNI ANCHOR HOLE DIAMETER : ANCHOR DIAMETER+ VIV. 6.000•- —y .376' MK 2X6ANGLECUP 6083-T4 ALUM. TOPVIEW ON`( LYNN /'�i�i ' . r ACEN4 F.p � ` NO. 58705 * ' =p f l xd'S LNU� lik E. FL P.E.# 68705 --------------i F 1 t I I I I 1 f � w K18" 1 2X6ANGLECUP 6083-T4 ALUM. TOPVIEW ON`( LYNN /'�i�i ' . r ACEN4 F.p � ` NO. 58705 * ' =p f l xd'S LNU� lik 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 S 2.114'. THE OPENING REQUIRES ADESIGN PRESSURE OF+80.0T--80.0 PSF. NOAt4CHORB M4 HEAD 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 721 AND THE OPEW40 WIDTH IS 321+32+1' -W. REFERENCING SHEET 22, THE COLUMN LISH40 � RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-IM AND WILL MEET OR EXCEED THE REQUIRED N� DESIGN PRESSURE OF +80,01.80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. Q' Ice — TtON B� FROM TABLE 3A, SHEET 7, THE P X 2.78' X .378' MULLION (LENGTH - 721.OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS 0-58.3 PSF AND WOULD a PRODUCTS 81 TS NOT BE SUITABLE FOR THSAPPLICATION. 4 x APPROV 2a FROM TABLE 4A, SHEETS, THE 1"X 2.76' %.880" MULLION (LENGTH = 7T, OPENING WIDTH -707 HAS A DESIGN PRESSURE OF *1-72.7 PSF WHICH EXCEEDS TF'� REQUIREMENTS FOR THE 7 OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. e�.KBu LEN 2) USE TABLE 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE DOTH THE STANDARD CLP WITH ANCHORS AND THE STANDARD CLIP 18 EASIER TO INSTALL. THE 2X8 0) , N 4 ANGLE CLIPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED. USTAMS. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL. N APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. a. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/.80A PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS. ALTERNATIVELY,Lit THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE Or SO PSF: fA c� V) 0 IN WINDOW Stu NOANCt10R6 3Z 321 THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE LU - 624.0 L6S (MAYBE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 46) (6O PSF) X v77- g W D1H F, W THE BUILDING SUBSTRATE IS KNOWN TO BE CBC ON THE JAM89 AND USES A CONCRETE HEADER AND SIU.. THE WINDOW FRAME DEPTH S 2.31$`. THE OPENING REQUIRES =O DESIGN PRESSURE OF +50.0146.0 PSF. 'a � M FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1• WIDE MULLION IS SUITABLE, THE MULLION LENGTH S 321+721+I-IOVAND THE OPENING WIDTH IS 38'+W+1' =73'. REFERENCING SHEET 22• WINDOW WILL p THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A t ULLtON THAT IS AT LEAST THE FRAME DEPTH OF 2.318' AND EXAMPLE 2: MULTIPLE MtLU.lQPS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0/•58.0 PSE. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE MnCLLivIDT1l- FROM TABLE 3A, SHEET 7. THE P X 2.78' X ,375" MULLION (LENGTH =100', OPINING WIDTH - On MEETS THE DEPTH REQUIRED. HOWEVER THE ONION PRESSURE IS +1.15.1 PSF S2 S2 (1) TA AND WOULD NOT BE SUITABLE FOR THIS APPLICATKK U d FROM TABLE 8A, SHEET 13, THE 2" X 4' X .2116' MULLION (LENGTH - 1O8', OPENING WIDTH -On t1A9 ADESION PRESSURE OF M•847 PSF WHtL7i EXCEEDS THE REQUIREMENTS a SEB FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY RMUIRED OF 871 LBS. g SEE DETARB, Q.' FENEWRA7� B+�TB BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 30'+N 2•x74, NOT 73'AS PREVIOUSLY PRODUCTS 23 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN NIPROVALN THE 73' DIMENSION (3S-1121+36+UY+2•=73y. r - 2) USE TABLE 8870 FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSUME THE POURED VER [CALi 1 CONCRETE HEADER AND SILL ARE S' WIDE IF THE MULLION (YIP WERE TO BE CENTERED WITHIN THE 6•, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MILLION ` 9iE 9EE - SE. ' USING THE STANDARD CLIP WITH (0) 3MB' ULTRACO N ANCHORS ATAN EDGE DISTANCE OF 2.1!21 GIVES AN INCH CAPACITYOf 1050 L83 WHK3H S f#iEATF1H, AND LENGTH t�TAM.6, DETAIL, THEREFOR SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF971 LBS. 8 SHMS23 SMU3 OPENING FOR THE HORRONTALMULLION& HEIGHTRBECAUSE THE VERTICAL MULL WILL BE A 2' X 4• X.260' MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLIONoompSy&tgtrlikLhaF��id� MULLION TYPE COULD BE CHOSEN. f P.ODUCTRUVISHD 1) THE MULLION LENGTH IS W AND THE OPENING HEIGHT IS 321+72•+2'-10(r. REFERENCING SHEET 22, THE COLUMN USING TRAPIEZOW"TRANOULAR LOADING MAY BE I uimft Codd 4 _ USED. FROM TABLE M SHEET 13, THE 21 X 4' X.280' MULLION (6 LENGTH - 421, OPENING HEIGHT -120') HAS A DESIGN PRESSURE OF+1.17QO PSF WHICH EXCEEDS THE i team No .l. � y REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRE) OF 521 LSC. BEE oETAAB. 2) USE TABLE 88 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE. ASSUME THE CMU JAMBS ARE 5' ypoI�p - WIDE. IF THE MULLION CLP WERE TO BE CENTERED WITHIN THE 5•. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH j1t I t l E j j 7/ 8• (4) 3MULTRACON ANCHORS AT AN EDGE DISTANCE OF 1.ONES AN ANCHOR CAPACITY OF 640 LBS WS HICH GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ��L ANCHOR CAPACITY OF 021 LOS. � �� ...... .. 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHORCAPACITY OF 521 L&4. TABLE BB FOR THE U CLIP SHCPISTHE ANCHOR NCAPACITY Lltpe"O EN + � IS 1074 LBS WHEN USING 3 ANCHORS, WHICH S GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE : NO. 5805 WmTTH FORvERnCAL KU ANCHOR TYPE IS A 012 STEEL SCREW. = FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-04.7 PSF FROM THE VERTICAL Ml1LLt014; 7- 7i ••• I D is 0-170.0 PSF FROM THE 3fi HORIZONTAL MULLION ATTACKINGTO CMU; O STA ' ` 4470.0 PSF FROM THE 35• HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION ONTERSECTIOPO. � S 4P' 'C2��`• THE LOWEST DESIGN PRESSURE IS +1.04.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��''!S;d�AL VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION IE� ��• PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION• FL P.E.$ 58705 a J ,mss LOADING OF VERTICAL MULLION LOADING OF VERTICAL M=tON SILL OF W9400VVS NOT ANCHORED WITH KrERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOiDALRRMGULAR LOADING: 140 , WOMEN a LOADING OF VERTICAL MULLION = p (.OADWGOFfiORIZONfALMULLION � � { � is 1 I I I ► r{� < WIND CALCULATIONS INSTALLER: ASTOR WINDOWS & DOORS 7330 S.W. 42ND STREET MIAMI, FLORIDA 33155 PHONE: (305) 328-9138 FAX: (305) 418-7541 WEBSITE: WWW.ASTORWINDOWS.COM PROJECT: IMPACT WINDOWS INSTALLATION AT: 336 N.E. 98 STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY "YOUR ON -Ci NG COMPANY" 9420 S.W. 112Th STREET, MiAMi, FIORidA 3 3 176 TEI: (786) 242-1720 - FAX: (786) 242-4399 STRUCTURAL ENGINEERING CONSULTANTS, SNC PROJECT 33 NE�B 9420 S.W. 1 1 2TH STREET SHEET N0. MIAMI, FLORIDA 3 3 1 7 6 DATE IL TEL (786) 242-1720 • FAX i 78b� 242.4599 DESIGN CALCULATIONS • COOS: A5CE :?-10 "I. ND veLoC.7 = I-+5 ►-1 P H • 1ExPOSoRE Cqc4oR = G 4r -r • Px 5 K c -(:;0 y =-z . Kiz- t-40 K{t= L-00 • VELoc 7 PRESS. DPo&JAE cow (KO = o• 13 ( lFckam -motC-30,3-1) • Rmf SLo QC -; 3 / 12, 6LD4,"W' 3) NAARo We6-r D1►�'1. = 34)-5" • q (CoAMEA DISrANGE roa 5 q= 0,4)(111-0 _ 3)--o' 0,_ 0, I X34-5 "- 3I -51)4-- Yq INDc"'N S CRrf. RREA< 1 G a • � h= ^ 0025 Co '� `°� ��, �� ' , _ 2 • 0r=0, o0Z5(o(o I ?ONS G'Gp<-r I ) , 0 0 I oe G�,i-'� �-- I• I 0 PSF ALL svclrloN (— ) _ Z pS'c RLI. Village of Miami Shores Building Department Miami -Dade County, Florida Job: Impact Window Installation at: 336 N.E. 98 Street, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: April 22, 2014 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 48.7 psf Negative Design Pressure (Zone 4): 52.8 psf Positive Design Pressure (Zone 5): 48.7 psf Negative Design Pressure (Zone 5): 65.2 psf NOTE. "Zone 5"pressures are applicable to openings that are within 3'-S" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: II * Exposure Category: C * Building Mean Roof Height: 17'-6" * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you shat contact u�l to have any questions or concerns regarding this or any other matter, please do not hesitate to CTUZAlie_ -1 SIZING CONSULTANTS, INC. (E.B.#: 007781) 4/21/14 a los,1VI.'Rere; ,:E., Structural Engineer L P.13.,#; 548 "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 112Th STREET, MiWi, FloRida 33 1 76 TEI: (786) 242.1720 - Fax: (786) 242-4399 JOB NAME: RESIDENCE 336 NE 98TH ST MIAMI SHORES , FL �lm�. M�am� APFROb'ED - ZONING DEPT _ BLDG DEPT SUBJECT 'ro MMpLPNCE %V" ALL STATE ANS KiY rililES 01p f{EGUTA'nONS • A:`AY�. e. \�.n i IKTTCHEN ®FAMILY ROOM ® BATH NOT PART OF THIS PERMIT NOTART OF THIS PPERMIT I I I DINING LiVINO RIGHT FRONT NOTE: MEAN ROOF HEIGHT: 17- 6" ROOF TYPE: SLOPE- 3: 12 NOTPARTOF THIS PERMIT GROUND FLOOR PLAN REAR ^ 34'-5" NOT PART OF W M THIS PERMIT M zz BATH DEN NOT PART OF THIS PERMIT CL CL \N BEDROOM BEDROOM LEFT BATH I NOT PART OF J THIS PERMIT IKTTCHEN ®FAMILY ROOM ® BATH NOT PART OF THIS PERMIT NOTART OF THIS PPERMIT I I I DINING LiVINO RIGHT FRONT NOTE: MEAN ROOF HEIGHT: 17- 6" ROOF TYPE: SLOPE- 3: 12 NOTPARTOF THIS PERMIT GROUND FLOOR PLAN DATE: 04/25/14 SCALE: 3116"= 11 DWG. BY: M.R.Z. JOB M 04-2014 1 of 5 W ^ � W M M zz 0 DATE: 04/25/14 SCALE: 3116"= 11 DWG. BY: M.R.Z. JOB M 04-2014 1 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL Fffi.D DIMENSIONS PRIOR TO FABRICATION. FRONT ELEVATION W M M a O DATE: 04/25/14 SCALE: 3/16" =1' DWG. BY: M.R.Z. JOB #: 04-2014 2 of 5 F NOTE 1: WINDOW FRAMESlMULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOT PART OF THIS PERMIT 971 NOT PART OF THIS PERMIT RIGHT ELEVATION W 0 F-1 M M � a O d � NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRANIING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. REAR ELEVATION DATE: 04/25114 SCALE: 3/16"= P DWG. BY: M.R.Z. JOB #: 04-2014 4 of 5 W O M M zo O a O .a DATE: 04/25114 SCALE: 3/16"= P DWG. BY: M.R.Z. JOB #: 04-2014 4 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRULTURE(I.E: BEAMS,COLUMNS,FRAMING ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. V X 2-3/4" X 3/8" X 42 " v v v lm k1hKmI "Al" M.O.42" X 97" (1) 42" X 76" (FIXED)(BOTTOM) (1) 42" X 21" (ARCH - FIXED) (TOP) "SERIES PW -701" ALUMINUM FDD WINDOW-LMI N.O.A.:13-0502.03 ZONE 5: + 48.7 - 65.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: V X 2-3/4" X 3/8" X 42" ALUMINUM TUBE MULLION BYPGT. N.O.A.: 13-0815.05. "A" M.O.42" X 97" (1) 42" X 76" (FDED)(BOTTOM) (1) 42" X 21" (ARCH - FIXED) (TOP) "SERIES PW -701" ALUMINUM FIXED WINDOW-LMl N.O.A.: 13-0502.03 ZONE 4: +48.7 - 52.8 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 3/16" H.S.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 1" X 2-3/4" X 3/8" X 42" ALUMINUM TUBE MULLION BY PGT. N.O.A.: 13-0815.05. DATE: 04/25/14 SCALE: 3/16" =1' DWG. BY: M.RZ. JOB #: 04-2014 5 of 5 W oW� O � z M M O d DATE: 04/25/14 SCALE: 3/16" =1' DWG. BY: M.RZ. JOB #: 04-2014 5 of 5