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HomeMy WebLinkAboutNOAM IAM I�DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOAI w .miamidade.eov/economy 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 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 MiamiDadeCounty Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SS -3500" Aluminum Storefront System — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -3500 -2 -LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/26/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0612.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM11110 COUNTY NOA No. 16-0505.04 ,,, e yl� � (' Expiration Date: January 17, 2018 ft Approval Date: June 02, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1005.01) 2. Drawing No. MD -3500 -2 -LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/23/16, 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1005.01) 2. Test reports on: 1) 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1005.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). manu�Pe ez, P.E. Product Cont of aminer NOA 6- 16-0505.04 Expiration Date: January 17, 2018 Approval Date: June 02, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed, ASTM D395B 22 HRS 1857 and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7137, dated 12/10/12 and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc. for their Series "SS -3500" Aluminum Storefront System - L.M.I. approved on 07/30/15 and expiring on 01/17/18. Manuel Pere/z, .E. Product Control EXaWner NOA No. 16-0505.04 Expiration Date: January 17, 2018 Approval Date: June 02, 2016 E-2 GENERAL NOTES: SS -3500 IMPACT -RESISTANT STOREFRONT WINDOW SYSTEM GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3. GLAZING TYPE: SEE GLAZING DETAILS ON SHEET 15. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 8. REFERENCES: ELCO ULTRACON & CRETEFLEX NOA'S, ITW TAPCON NOA; TEST REPORTS FTL-7137, 7208 & 8717 ANCHOR NOTES: 1. FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET. 3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD, THE PRODUCT'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2. DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 1. 3. DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET 4. 4. JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 & 6, SHEETS 7 & 8 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP 5. MID -PANEL ANCHOR QUANTITIES ARE GIVEN IN TABLES 7 & 8, SHEETS 9 & 10 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. 6. IF THE STOREFRONT WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION: A) DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9, SHEET 11. B) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO MULLION CLUSTER ANCHORAGE FROM TABLES 3 OR 4, SHEETS 5-6 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE. 7. THE LOWEST DESIGN PRESSURE FROM 3 & 6 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. 8. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 1.0.11111x1 STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM El 300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2010 • AIS I -5100-07/S2-2010 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. CONTENTS: GENERAL NOTES, INSTRUCTIONS ....................................- Min. Edge Min. Min. O.C. Group Anchor Substrate Distance Embedment Distance A 414 Steel or P T Southern Pine 1 1-308 1 MID -PANEL ANCHOR QUANTIY - 1/4" SHIM, TABLE 7.........9 410 SS SMS (G5) (SG=0.55) VERTICAL MULLION DP, TABLE 9 ............. -.......................... 11 HORIZ. SECTIONS.................................................................. 12 Aluminum, 6063-T5 3t8" 1/8" 98" GLAZING & IG SPACER DETAILS .......................................... 414 Steel or (0.125" min- thickness) 16 CORNER DETAILS.................................................................. 16 B 410 SS SMS (G5) Steel, A36° 3/8" 118" 518" (0.125" min. thickness) Concrete 2-1/2" 1318" 3" (min. 2.85 ksi) Grout -Filled CIVIL, 2-1/2" 1-314" 4" 114" Elco Ultracon (ASTM C-90) C Ungrouted CMU, 2-1/2" 1-1/4" 6" (ASTM C-90) 114" Elco 410 S.S. Ungrouted CMU, 21/2„ 1-1/4" 6" CreteFlex (ASTM G90) 5116" Elco Ultracon Ungrouted CMU, 3-1/8" 1-114" 6" (ASTM C-90) 1/4" Elco 410 Concrete 2-1/2" 1-3/4" 3" S.S. CreteFlex (min. 3.35 ksi) D Concrete 3.1/8„ 2" 3" (min 3.52 ksi) 5116" Elco Ultracon Grout -Filled CMU, (ASTM C-90) 2-1/2" 2-1/4" 5" Concrete 3° 1-1/2" 4" 318" Large Diameter (min. 3 ksi) E ITW Tapcon Ungrouted CMU, 3" 1 (ASTM C-90) STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM El 300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2010 • AIS I -5100-07/S2-2010 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. CONTENTS: GENERAL NOTES, INSTRUCTIONS ....................................- 1 ANCHOR TYPES, TABLE 1 .....................................................1 ELEVATIONS........................................................................... 2-3 GLASS DP, TABLE 2.. .................. .............. ............................ 4 MULLION ANCHOR CLUSTER DP - 1/4" SHIM, TABLE 3......5 MULLION ANCHOR CLUSTER DP - 1/2" SHIM, TABLE 4......6 JAMB ANCHOR SPACING - 1/4" SHIM, TABLE 5 ...................7 JAMB ANCHOR SPACING - 1/2" SHIM, TABLE 6 ...................8 MID -PANEL ANCHOR QUANTIY - 1/4" SHIM, TABLE 7.........9 MID -PANEL ANCHOR QUANTIY - 1/2" SHIM, TABLE 8.........10 VERTICAL MULLION DP, TABLE 9 ............. -.......................... 11 HORIZ. SECTIONS.................................................................. 12 VERT. SECTIONS.................................................................... 13 PTAC & WINDOW INSERT SECTIONS .................................. 14 GLAZING & IG SPACER DETAILS .......................................... 15 EXTRUSION PROFILES ...................................... -.................. 16 CORNER DETAILS.................................................................. 16 PARTS LIST, TABLE 10 .......... ............................................... -16 Revision: Dote: I Revision: PRODUCT REVISED as complying with tine EloEida Building Code Acceptance No G- T! x `t'x t'Dewre t Ltp :'tiaJ2 UL4C' fto&wt C` GENERAL NOTES I J ROSOWSKI 1070 TECHNOLOGY DRIVE ITitle: N. VENICE, FL 34275 c l P.O. BOX 1529 O NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Dote: WINDOW SYSTEM DETAILS - LMI 03/23/16 /Model: Scole: Sheet: Drawing No. Rev: SS -3500 NTS 1 OF 16 1 MD -3500 -2 -LM SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE 3&4FOR &8 FOR 3&4FOR &8FOR 3&4FOR &8FOR STOREFRONT CLUSTER MID-PANEL CLUSTER MID-PANEL CLUSTER MID-PANEL DOOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVALFOR QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS PRODUCT REVISED F s cnmptydng with /tte T+ ` Ly---- .uieptowN ' (�� ;!pi tsnce 2! pi Ran D2i® at -Ei-d I II I I I I I I I I I I I I ----------- I i I Bv J _ _ _ _ _ _ _ / IVF;am Dxcde Pttafaaet MIN 4" LENGTH OF 12-3/4" / 3 12 _ ANCHOR CHANNEL, MAX. O.C. / PART #8, REQ. AT ALL Y ANCHOR LOCATIONS IN CURVED HEADER. 1/4"NUT&BOLT, ________________ U) M "^aTl REINFORCEMENT 24" FROM EACH END > SEE TABLE 9 AND 24" MAX O.C. f h------------- Q O M O MULTIPLE O a p 1 ° 3-778 START Ax HORIZONTAL MULLIONS - 0 ND - _ / 6" MAX._ / / ALLOWED, 60" MAX. LENGTH ( 144" MAX. FRAME HEIGHT (DOOR MAY LIMIT MAX HEIGHT, SEE W % J a J N ,(g uMo�° SEPARATE APPROVAL) } O Lo L J M M 0 M SEE O.C. SPACING / O LL � LL L ON TABLES 5 & 6 — Z coo = W Lu B D ATTACHED (A — O X — O H U) ON 12 12 STOREFRONT LLI — O � W } 5M° DOOR & TRANSOM, CD W m O U) co A SEE SEPARATE � ci Y 12 - APPROVALFOR O Z d OZ LL SPECIFICATIONS O O Ji— --- LJ N 6" MAX. z as 7 vS U) l-_f Z F- H _ _ - - - - Z 3-7/8" MAX 3 ( ( Q O aloas 6" AX. — O SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEELL LL &8FOR 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR &8FOR STOREFRONT 0 Q W Lr) MID-PANEL CLUSTER MID-PANEL CLUSTER MID-PANEL CLUSTER MID-PANEL DOORrr W M ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVALFOR U W O U) QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS W U) al"1 asap TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM sagas WITH EXAMPLES OF CURVED HEADER, HORIZONTAL MULLION & STOREFRONT DOOR NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE y APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR " WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. - 3. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. A. LYNN MILLER, P.E. P.E.# 58705 SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES &8FOR 3&4FOR &8 FOR 3&4FOR &8 FOR 3&4FOR &8FOR 3&4FOR MID -PANEL CLUSTER MID -PANEL ANCHOR ANCHOR ANCHOR QUANTITY QUANTITIES QUANTITY 6" MAX. 3-7/8" MAX. —� �_ 13 ------------ �-------�-- IT I i I I I I 11 6" MAX. -- -- --- -- --- 1/4" NUT & BOLT, 24" FROM EACH END AND 24" MAX O.C. 144" B MAX. / / HEIGHT 2 SEE O.C. SPACING ON TABLES 5& 6 REINFORCEMENT lo SEE TABLE 9 ii hill 6" MAX. CLUSTER ANCHOR QUANTITIES -- MID -PANEL CLUSTER MID -PANEL CLUSTER ANCHOR ANCHOR ANCHOR ANCHOR SEE TABLES QUANTITY QUANTITIES QUANTITY QUANTITIES & 8 FOR MID -PANEL ANCHOR _� - 4QUANTITY 1--- ----- I I I I I I I I I r13 6" MAX. -- 3-7/8" MAX. 6" MAX. V 1 _ ILL - / ATTACHED / 2 WINDOW, SEE SEPARATE - APPROVAL FOR / SPECIFICATIONS / 1 24" H 1 ATTACHED MAX. PTAC LOUVER, r-- --- -- 13 6" MAX. SEE SEPARATE APPROVAL FOR J SPECIFICATIONS 14 6" Mme' �- SEE O.C. C _ SPACING 12 --I 14 W ON_T_ABLES 5 &- 6- K ] C OTHERS _JL ';aJEaiJCT REVISED s c:+n ,i}iEcg with She Fdariciz i3,_u ad^�ng fad e � �cc Date B: Q (� Q O M Q M O a7oQ J N O Lc) Q oN 0MQ O MBY aa4S Z 717'-s- O Lr) M U) O7 na a J — Q p W fn i O Z Z z Q LL LL) O F- ; LO O M v J M O LJL N J o Z LLjIn LL co U U X( O 6 1~ W — O 2 W F_ Z m O It o^ > O 0 a Z d Z �o 4 CO O Q i LLJ W LL O af U 3-7/8" MAX. 13 --- 4 L------ J f } f { 6" MAX. SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES 3 & 4 FOR SEE TABLES 7 & 8 FOR 3 & 4 FOR & 8 FOR 3 & 4 FOR & 8 FOR 3 & 4 FOR & 8 FOR CLUSTER ANCHOR & 8 FOR MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL QUANTITIES (SPLIT MID -PANEL ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR BETWEEN ADJOINING ANCHOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY WINDOWS) QUANTITY a1111 osaQ sauaS TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF WINDOW INSERT, PTAC INSERT, NOTES: KNEEWALL & ANGLED HEADER 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE - APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE _ DESIGN PRESSURE FOR THE ENTIRE SYSTEM._ 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. - 3. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED _ PGT WINDOW WITH A FLANGED FRAME. 4. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. - 5. MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW A. LYNN MILLER, P.E. ALLOWED. P.E.#58705 Glass Types Glass DP, (+/_Fsfl &Maximum Size Lami: B Lami: 114 -HS, .090" PVB, 1/4"HS erline Width Frame Height DLO Width DLO Height Glass Glass Glass Glass Glass Glass Type "A" Type "B" Type "C" Type "D" Type "E" Type "F" 24" �, 20-1/4" 26-1/4" 32-1/4" 42 1Iz" 90.0 80.0 120.0 90.0 80.0 120.0 30" 90.0 80.0 120.0 90.0 80.0 120.0 36" 90.0 80.0 120.0 90.0 80.0 120.0 TABLE 2: 38-1/4" 90.0 80.0 120.0 90.0 B0.0 120.0 48" 44-1/a" 90.0 80.0 120.0 90.0 80.0 120.0 54" 50-1/4" 56-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 60" SEE SHEET 15 FOR FULL GLASS DESCRIPTIONS. CENTER NE CENTERLINEDDT 120.0 70" 66-1/4" Glass DP, (+/_Psfl &Maximum Size 68-1/a" 90.0 80.0 120.0 90.0 80.0 120.0 84" 80-114" Cent 120.0 90" 86-1/4" 82.3 80.0 120.0 82.3 80.0 120.0 92" 88-1/4" 81.7 80.0 120.0 81.7 80.0 120.0 96" 92-1/a" 80.5 80.0 120.0 80.5 80.0 120.0 102" 98-114" 120.0 120.0 108" 104114" 120.0 120.0 120" 1161/4" 120.0 120.0 132" 1261/4" 100.0 100.0 144" 140.1/4" 100.0 100.0 24" 60° 20-1/4" 26-1la" 54 1/2" 90.0 80.0 3'ODUCT REVISED �u semPlyMg with the Fonda l3ui:dang Cade g � cceptax No d t0'i} f Data 8 By Miami - Dade .t"0. 90.0 B0.0 120.0 30" 90.0 80.0 120.0 90.0 80.0 120.0 36" 120.0 90.0 80.0 120.0 9D.o 80.0 120.0 42" 120.0 90.0 60.0 120.0 90.0 80.0 120.0 48" 441/4" 90.0 80.0 120.0 90.0 80.0 120.0 54" 50-1/a" ss -Ila" 90.0 80.0 120.0 90.0 80.0 120.0 so" so.D eo.o 122.2 so.o aD.o 122.2 70" 66-114" 84.5 B0.0 120.0 84.5 80.0 120.0 72" BB -1/4" 82.8 80.0 120.0 82.8 80.0 120.0 84" BD-t/a" 86-t/a" 119.5 119.5 90" 115.2 115.2 92" 88-t/4" 114.0 114.0 96" 92-1/4" 111.7 111.7 1nz° s0. -v0.° tno.D 100.0 108" Q 100.0 Y (n O � O 1zo" ro M N c� O 2120 J N O to 0 omo O LL O 14445 fn L Z a/oas � M U) sauag 102.0 100.0 24" 72" 20-1/4" 26-1/4" 32-114" 66-1/2" FRAME HEIGHT 80.0 120.0 90.0 80.0 E T 30" 90.0 80.0 120.0 90.0 80.0 120.0 36" 90.0 80.0 120.0 90.0 80.0 120.0 42" 38-114" 90.0 80.0 120.0 90.0 80.0 120.0 48" 441/4" 90.0 80.0 120.0 90.0 80.0 120.0 54" 50-1/4" ^2 120.0 60" 56-114" 82.8 80.0 120.0 82.8 B0.0 120.0 J J_ Q ~ W to i U p LJ >Z > L Z O W w in 66-114" 120.0 120.0 7z" se -v0." 120.2 122.2 84" 80-t/a" 100.0 100.0 so" 6s -v0." 88-1/a" s2ala" 100.0 102.4 92" 100.0 100.0 ss" 100.2 102.0 24" 78" 20-1/4" 72-112" 90.0 80.0 120.0 W > } t` O It M V J J QJ M O O LL Lo LL to CJ CJ x � 00 �Z mo O; TABLE 3' AVERAGE CENTERLINE + CENTERLINE CENTERLINE= WIDTHI WIDTH2 PRODUC"r RE.V(SED WIDTH 2 zs complying with tdw Florida Budding Code 5 CENTERLINE rycc;epiaetce Na g' CENTERLINE WIDTH 2 "Pat"at. S;ata WIDTH 1 Hy NEYzni , Y (>� 'nab FRAME > CN HEIGHT / Q O O alo4 J W r J N� Xe J N LL VMojc O 0 a } V N LU LC) SILL SHOWN, HEAD r7 c�'i SIMILAR, ANCHOR O N J O QUANTITY MAY VARY Z LL to LL CD W (8 SHOWN) U U_ X W 9Ma ILLFz mp i WINDOW WINDOW O 0 �zoz°' 2-1/4" Z 7aa4g m rn ® N SEE TABLE 1 SHEET 1 m H FOR ANCHOR MIN. O.C. u Z Z SPACING, 4" MAX. F O along O M � O HEAD&SILL W W LL0 ANCHOR PATTERN w m X C7 U O apllasaQ sauag NOTES: - 1. IF COMBINED WITH ANOTHER ASSEMBLY WITHASEPARATE� APPROVAL,(STOREFRONTENTRANCE DOOR, PTAC LOUVER OR WINDOW -� INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. A. LYNN MILLER, P.E. P.E.# 58705 Mullion Anchor Cluster Design Pressure at Head/Sill, (+/- psf) shim Thickness: v4^ MullionAnchor Cluster Design Pressure at Head/Sill, (+/- psf) Shim Thickness: 1/4" Group "A" Group "B" Group "C" Group "D" Group "E" Average Group "A" Group "B" Group "C" Group "D" Group "E" Gy�eii�y P2me Anchor Quantity Anchor Quantity Anchor Quantity Anchor quantity Anchor quantity Centerlirre Frame Anchor Quantity Anchor quan8ry Anchor quantity Anchor quantity Anchor Quantity Width Wirth Height Height 4 6 8 4 6 8 4 6 8 4 6 8 4 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 24' 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120,0 120.0 120.0 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 720.0 120.0 36" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 36" 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 720.0 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 117.4 120.0 720.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 720.0 720.0 120.0 120.0 48" 120.0 720.0 120.0 120.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 48" 90" 107.4 120.0 120.0 720.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 54" 120.0 120.0 120.0 720.0 720.0 120.0 120.0 120.0 120.0 720.0 120.0 720.0 120.0 120.0 54' 100,0 120.0 120.0 720.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 120.0 120.0 120.0 720.0 120.0 720.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 60" 94.5 120.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 70" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 720.0 70' 88.4 120.0 120.0 120.0 120.0 120.0 718.2 120.0 120.0 720.0 120.0 120.0 120.0 120.0 72" 48, 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 72' 87.5 120.0 120.0 120.0 120.0 120.0 117.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 84' 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 90" 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 720.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 9r 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 36" 178.5 120.0 120.0 120.0 120.0 7217.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 96" 120.0 720.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 105.5 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 To -r- 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 48' 973/4" 96.7 720.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 1200. 120.0 120.0 120.0 120.0 108" 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 720.0 120.0 120.0 54' 89.0 120.0 120.0 120.0 120.0 120.0 119.1 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120" 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 60' 83.7 120.0 120.0 115.9 120.0 120.0 111.9 120.0 120.0 720.0 120.0 120.0 120.0 120.0 132' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 720.0 120.0 120.0 120.0 120.0 70' 77.4 116.2 120.0 107.2 720.0 120.0 103.6 120.0 720.0 120.0 120.0 120.0 120.0 1200. 144' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 720.0 120.0 77 76.5 114.8 120.0 105.9 720.0 120.0 102.3 120.0 720.0 120.0 120.0 720.0 120.0 720.0 24" 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24' 120.0 1217.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 120.0 720.0 720.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 30" 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 36" 112.5 120.17 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 720.0 4r 120.0 720.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 42" 102, 100.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 48" 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 90.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 720.0 720.0 120.0 54' 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 64.0 120.0 120.0 116.3 120.0 120.0 112.4 120.0 120.0 120.0 720.0 720.0 720.0 120.0 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 78.7 118.1 120.0 109.0 120.0 120.0 105.3 120.0 12[1.0 120.0 720.0 120.0 120.0 120.0 70' 60, 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70' 72.5 108.8 120.0 100.4 120.0 120.0 97.0 120.0 120.0 114.7 720.0 120.0 120.0 120.0 72' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 720.0 120.0 84" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 30" 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 720.0 90" 120.0 120.0 120.0 120.0 120.0 120.0 720.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 36" 105.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 720.0 120.0 120.0 120.0 92" 120.0 1217.0 120,0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 108" 93.1 720.0 120.0 120.0 120.0 720.0 720.0 120.0 120.0 720.0 120.0 120.0 120.0 720.0 96" 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 48" 84.4 120.0 120.0 116.8 120.0 120.0 112.9 120.0 120.0 120.0 120.0 120.0 120.0 720.0 Tor 120.0 120.0 720.0 120.0 120.0 720.0 120.0 120.0 1zo.o 120.0 720.0 120.0 120.0 720.0 sa^ n.e 71s.7 120.0 107.7 tzr,a 720.0 104.o 120.0 120.0 120.0 120.0 120.0 120.0 720.0 708' 120.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 72.7 109.0 120.0 100.7 120.0 120.0 97.2 720.0 120.0 115.0 120.0 120.0 120.0 120.0 120' 120.0 720.0 120.0 120.0 720.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24' 120.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 24' 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 720.0 30' 714.5 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 98.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 47 114' 87.1 720.0 120.0 120.0 120.0 720.0 116.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 48' 78.7 118.1 120.0 109.0 720.0 720.0 105.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 72.4 108.6 720.0 100.3 120.0 120.0 96.9 120.0 120+0 114.5 120.0 120.0 120.0 120.0 54" 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 60" 67.5 101.2 120.0 93.5 120.0 120.0 90.3 120.0 120.0 106.7 120.0 720,0 112.7 120.0 60" 72" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 24" 120.0 120.0 120.0 720.0 720.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 70' 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 30" 108.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 7r 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 92.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 720.0 120.0 84' 120.0 120.0 120.0 120.0 120.0 120.0 1200. 720.0 120.0 120.0 120.0 120.0 120.0 120.0 4r 120' 81.8 120.0 120.0 713.3 120.0 120.0 109.4 120.0 720.0 120.0 120.0 120.0 120.0 120.0 90' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 73.8 170.7 720.0 702.2 120.0 1211.0 98.8 120.0 120.0 116.8 120.0 120.0 120.0 120.0 9r 120.0 720.0 120.0 120.0 120.0 720.0 720.0 120.0 720.0 720.0 120.0 120.0 120.0 120.0 54" 67.7 101.6 120.0 93.8 120,0 120.0 90.6 120.0 720.0 107.1 120.0 120.0 173.1 120.0 96" 120.0 720.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60" 63.0 94.5 120.0 87.2 120.0 120.0 84.3 120.0 120.0 99.6 120.0 120.0 105.2 120.0 24" 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 24' 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 720.0 120.0 120.0 720.0 720.0 720.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 30" 102.2 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36' 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 720.0 1200 120.0 120.0 120.0 36' 726, 87.5 120.0 120.0 120.0 120.0 120.0 117.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 77.1 775.7 120.0 106.8 120.0 120.0 103.2 120.0 120.0 120,0 120.0 120.0 120.0 120.0 48' 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 69.5 104.2 120.0 96.2 120.0 120.0 92.9 120.0 720.0 109.9 120.0 120.0 116.0 120.0 54" 78, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 63.6 95.5 120.0 88.1 120.0 120.0 85.1 120.0 120.0 100.6 120.0 720.0 106.2 120.0 60' 118.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24" 178.1 120.0 120.0 120.0 120.0 120.17 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 70" 113.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 96.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 72" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 132, 82.9 120.0 120.0 114.8 120.0 120.0 110.9 120.0 720.0 120.0 120.0 120.0 120.0 120.0 84" 111.8 720. -0F1 -2-00-F1 -2G0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 73.0 109.5 120.0 101.0 120.0 120.0 97.6 120.0 120.0 775.4 120.0 120.0 120.0 120.0 90" 111.8 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 65.6 98.4 120.17 90.9 120.0 120.0 87.8 120.0 120.0 103.8 120.0 720.0 109.6 120.0 9r 111.8 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 54' 60.0 90.0 120.0 83.1 120.0 120.0 80.3 120.0 120.0 94.9 120.0 120.0 100.2 120.0 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 24" 1125 120.0 1217.0 120.0 1200 120.0 720.0 720.0 120.0 120.0 120.0 120.0 720.0 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 30" 92.2 120.0 120.0 120.0 120.0 720.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 36" 120.0 720.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36" 138" 78.7 116.1 120.0 709.0 120.0 720.0 705.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 120.0 120.0 120.0 120.0 120,0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 42" 69.2 103.8 120.0 95.9 120.0 120.0 92.6 120.0 120.0 109.5 720.0 120.0 715.6 120.0 48" �, 118.1 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 1200. 120.0 120.0 120.0 48" 62.2 93.3 120.0 86.1 720.0 720.0 83.2 120.0 120.0 96.3 120.0 120.0 103.8 720.0 54" 110.5 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200. 120.0 120.0 720.0 24' 107.4 120.0 720.0 720.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 60" 105.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0.120.0 720.0 W. 144" 87.9 120.0 120.0 720.0 120.0 120.0 117.6 720.0 120.0 120.0 120.0 120.0 120.0 120.0 70' 99.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 720.0 36" 75.0 172.5 720.0 703.8 120.0 120.0 100.3 120.0 120.0 118.6 120.0 120.0 120.0 120.0 7r 96.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 4r 65.9 98.8 720.0 91.2 120.0 120.0 88.7 720.0 120.0 104.1 120.0 120.0 109.9 120.0 84' 96.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 59.1 88.6 118.1 81.8 120.0 120.0 79.0 778.5 120.0 93.4 120.0 120.0 98.6 120.0 TABLE 4' AVERAGE CENTERLINE + CENTERLINE CENTERLINE = WIDTH 1 WIDTH 2 NRODUCTREV'tSE€) WIDTH 2 as complying with the Florkho Building Code �CENTERLINE� As eptance.No g CENTERLINE WIDTH 2 �pira:' Date 16 WIDTH 1 'Aiam. ade Prodw CD Y vi 'aa M FRAME HEIGHT / a O 0 O 8104 J W J r > J lif mo Q N LO d N 1 SILL SHOWN, HEAD � ro C Q SIMILAR, ANCHOR O W N J C QUANTITY MAY VARY = LLI I W W (8 SHOWN) 0 U X In p'ON W - O m } oMa ~ z CO 0 /-/7 WINDOW WINDOW i C Z d z O O �- 2-1/4" Z CO _ /8845 SEE TABLE 1 SHEET 1 FOR ANCHOR MIN. O.C. u z z SPACING, 4" MAX. O a/oaS LL �O HEAD & SILL O W W Lf) ANCHOR PATTERN w m M U O agil 'asaQ sauaS NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE : 6 APPROVAL, (STOREFRONT ENTRANCE g DOOR, PTAC LOUVER OR WINDOW �' INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY ' OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE A. LYNN M(LLER, P.E. ENTIRE SYSTEM. P.E.# 58705 Mullion Anchor Cluster Design Pressure at Head/Sill, (+/- psf) Shim Thickness: vz" Mullion Anchor Cluster Design Pressure at Head/Sill, (+/- psf) Shim Thickness 1/2" A verage Group "A" Group "B" roup "C" Group "D" Group "E" Average Group "A" Group "B" Group "C" roup "D" Grqt oup "E" Frame Anchor Quantity Anchor Quantity Anchor Quantity Anchor Quantity Anchor Quantity Centerline Frame Anchor GuaMity Anchor Quantity Anchor Quantity Anchor Quantity Anchor Quantity Heigh Wish Height 4 6 8 4 6 8 4 6 8 4 6 8 4 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 120.0 120.0 720.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24' 117.3 120.0 120.0 177.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0120.0120.0120.0120.0120.0120.0120.0120.0120.0120.0120.0120.0120.030'97.6120.0120.097.67200120.0120.0120.0720.0120.0120.0120.0120.0120.0 120.0120.0120.0120.0120.0120.0120.0120.0120.0120.01217.0720.0120.0120.036'120.0120.084.7120.0120.0115.9120.0720.0120.0120.0120.0120.17120.0720.0120.0120.0120.0120.0720.0120.0120.0120.0120.0120.0120.0720.0120.042"75.8113.6120.075.8113.6120.010361200120.0720.0120.0120.0120.0120.0720.0120.0120.0120.0120.0720.0120.0720.0120.0120.0120.0720.0120.0120.048"90'.3104.0120.069.3104.0120.094.8120.0720.0120.0120.0120.0120.0120.0 720.0 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 54" 64.5 96.8 120.0 64.5 96.8 720.0 88.3 120.0 120.0 112.5 120.0 120.0 120.0 120.0 60" 120.0 120.0 720.0 120.0 120.0 120.0 720.0 720.0 720.0 120.0 120.0 120.0 720.0 120.0 60' 61.0 97.5 120.0 61.0 97.5 120.0 83.4 720.0 120.0 106.3 120.0 120.0 120.0 120.0 70" 720.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 70" 57.0 85.5 114.1 57.0 85.5 114.1 78.0 117.0 120.0 99.4 120.0 120.0 120.0 120.0 72" 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 181.0 120.0 120.0 720.0 120.0 72" 56.5 84.7 112.9 56.5 84.7 112.9 77.2 715.9 120.0 98.4 120.0 120.0 120.0 120.0 84" 120.0 720.0 720.0 120.0 120.0 120.0 720.0 181.0 181.0 720.0 120.0 120.0 120.0 187.0 24" 106.7 120.0 120.0 106.7 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 90" 120.0 120.0 120.0 720.0 720.0 120.0 120.0 181.0 120.0 120.0 120.0 120.0 30" 88.4 120.0 120.0 88.4 181.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 9T 120.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 18).0 781.0 720.17 120.0 120.0 720.0 36" 76.5 774.7 78).0 76.5 714.7 120.0 104.6 120.0 720.0 120.0 120.0 120.0 120.0 120.0 96" 120.0 120.0 120.0 720.0 720.0 120.0 120.0 181.0 181.0 120.0 120.0 120.0 120.0 781.0 42" 68.7 102.2 120.0 68.7 102.2 120.0 93.2 120.0 720.0 118.7 120.0 120.0 120.0 120.0 tOT' 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 181.0 120.0 120.0 48" 97J/4" 62.0 93.0 120.0 62.0 93.0 120.0 84.8 720.0 720.0 108.1 120.0 120.0 120.0 120.0 108" 120.0 120.0 187.0 120.0 120.0 120.0 120.0 120.0 187.0 181.0 720.0 120.0 120.0 18).0 54' 57.5 86.2 714.9 57.5 86.2 114.9 78.6 117.9 120.0 100.2 120.0 120.0 120.0 120.0 120" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 181.0 181.0 120.0 120.0 787.0 720.0 18).0 60' 54.0 81.0 108.0 54.0 81.0 108.0 73.9 110.8 120.0 94.1 120.0 187.0 720.0 120.0 132" 720.0 120.0 120.0 18).0 120.0 120.0 187.0 181.0 120.0 120.0 120.0 181.0 120.0 120.0 70' 50.0 75.0 100.0 50.0 75.0 100.0 68.4 102.5 120.0 87.7 120.0 120.0 120.0 120.0 144" 720.0 120.0 120.0 120.0 120.0 120.0 120.0 181.0 181.0 181.0 120.0 120.0 120.0 181.0 72" 49.4 74.1 98.8 49.4 74.1 98.8 67.5 101.3 120.0 86.7 120.0 120.0 120.0 720.0 F48 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 181.0 120.0 120.0 120.0 120.0 18).0 24" 107.7 120.0 720.0 101.7 120.0 181.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 181.0 120.0 120.0 120.0 720.0 120.0 120.0 720.0 120.0 187.0 781.0 720.0 120.0 30' 84.1 120.0 120.0 84.1 187.0 120.0 115.1 120.0 120.0 720.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 181.0 781.0 181.0 120.0 120.0 120.0 181.0 36" 72.6 108.9 781.0 72.6 708.9 120.0 99.3 187.0 120.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 78).0 720.0 120.0 120.0 781.0 120.0 120.0 42' 102, 64.5 96.8 120.0 64.5 96.8 120.0 88.3 120.0 120.0 712.5 120.0 120.0 120.0 120.0 18).0120.0120.0120.0720.0120.0720.0120.0120.0120.0181.0781.0120.0120.048'58.688.0717.358.688.0177.380.2120.0120.0702.2120.0120.0120.0120.0120.0120.0720.0120.0120.0120.0120.078).0187.0181.0720.0720.0720.0181.054'54.287.3108.454.281.3108.474.1111.2120.0945120.0120.0120.0720.0120.0720.0120.0120.0120.0120.0120.018).0120.0120.0120.0787.0720.0120.060'50.8-76.2101.750.876.2101.769.5104.3120.088.6720.0120.0120.01�„120.0120.0120.0720.07200120.0120.0720.0120.0181.0120.0120.0720.0181.070"4fi.870.293.646.870.293.664.096.0120.081.6120.0120.0120.0120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 181.0 181.0 120.0 120.0 720.0 720.0 787.0 24° 95.3 187.0 720.0 95.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 84" 120.0 120.0 120.0 120.0 720.0 120.0 720.0 120.0 120.0 120.0 181.0 18).0 720.0 120.0 30" 78.7 118.0 120.0 78.7 118.0 120.0 707.6 120.0 120.0 120.0 720.0 120.0 120.0 120.0 90" 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 187.0 78).0 120.0 120.0 120.0 181.0 36" fi7.8 701.7 181.0 67.8 101.7 120.0 92.7 120.0 120.0 118.1 120.0 120.0 120.0 720.0 92" 120.0 120.0 120.0 720.0 120.0 120.0 720.0 187.0 18).0 120.0 120.0 18).0 120.0 181.0 42" 108" 60.1 90.7 720.0 60.7 90.7 120.0 82.2 120.0 720.0 104.7 120.0 120.0 120.0 120.0 96" 120.0 120.0 720.0 120.0 720.0 120.0 720.0 120.0 120.0 720.0 120.0 18).0 720.0 720.0 48" 54.5 81.7 108.9 54.5 81.7 108.9 74.5 111.7 120.0 94.9 120.0 720.0 120.0 120.0 102" 120.0 120.0 120.0 120.0 120.0 120.0 720.0 181.0 18).0 720.0 120.0 120.0 120.0 781.0 54" 50.2 75.3 1W.4 50.2 75.3 100.4 68.7 103.0 120.0 87.5 120.0 120.0 720.0 120.0 108" 720.0 120.0 120.0 120.0 720.0 120.0 720.0 120.0 120.0 720.0 120.0 18).0 120.0 720.0 60' 46.9 70.4 93.8 46.9 70.4 93.8 64.2 96.2 120.0 81.8 120.0 120.0 120.0 120.0 120" 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 181.0 120.0 120.0 120.0 24' 89.7 120.0 120.0 89.7 18).0 120.0 720.0 120.0 120.0 120.0 720.0 720.0 120.0 720.0 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 181.0 120.0 720.0 120.0 18).0 120.0 120.0 30" 73.9 110.9 720.0 73.9 110.9 720.0 101.1 120.0 720.0 120.0 120.0 120.0 720.0 120.0 30" 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 781.0 18).0 120.0 720.0 36' 63.5 95.3 120.0 63.5 95.3 120.0 86.9 120.0 120.0 110.7 720.0 720.0 720.0 120.0 36' 112.9 120.0 120.0 112.9 120.0 720.0 120.0 120.0 120.0 187.0 181.0 120.0 120.0 720.0 42" 714" 56.2 84.3 172.4 56.2 84.3 172.4 76.9 115.3 120.0 98.0 720.0 120.0 120.0 120.0 42" 102.5 120.0 120.0 102.5 120.0 120.0 187.0 120.0 120.0 120.0 720.0 181.0 120.0 720.0 48" 50.8 76.2 101.7 50.8 76.2 101.7 69.5 104.3 tzo.o aes 120.0 720.0 1za.o 120.0 46° 95.3 120.0 120.0 95.3 181.0 720.0 120.0 120.0 120.0 120.0 720.0 181.0 120.0 120.0 54" 46.7 70.1 93.5 46.7 70.1 93.5 63.9 95.9 120.0 81.5 720.0 120.0 120.0 120.0 54' 90.4 120.0 120.0 90.4 120.0 120.0 120.0 781.0 187.0 120.0 120.0 181.0 120.0 181.0 60" 43.6 65.3 87.1 43.6 65.3 87.1 59.6 89.4 119.2 75.9 773.9 120.0 712.7 720.0 60" 72' 87.1 187.0 720.0 87.1 120.0 120.0 119.2 120.0 120.0 120.0 720.0 187.0 120.0 120.0 24" 84.7 120.0 120.0 84.7 120.0 120.0 715.9 120.0 120.0 120.0 720.0 120.0 120.0 120.0 70" 84.8 120.0 120.0 84.8 120.0 720.0 115.9 120.0 120.0 187.0 181.0 120.0 120.0 720.0 30" 69.7 104.6 181.0 69.7 104.6 120.0 95.3 120.0 120.0 120.0 720.0 120.0 120.0 720.0 72" 84.7 187.0 720.0 84.7 120.0 720.0 115.9 720.0 120.0 120.0 720.0 187.0 120.0 120.0 36' 59.8 89.7 119.6 59.8 89.7 779.6 81.8 120.0 120.0 104.2 720.0 120.0 720.0 120.0 84° 84.7 120.0 120.0 84.7 120.0 720.0 115.9 120.0 120.0 120.0 181.0 181.0 120.0 120.0 42° 120' 52.8 79.2 105.6 52.8 79.2 105.6 72.2 108.3 120.0 92.0 720.0 120.0 120.0 120.0 9D" 84.7 120.0 120.0 84.7 120.0 720.0 115.9 120.0 120.0 181.0 120.0 120.0 120.0 720.0 48" 47.7 71.5 95.3 47.7 71.5 95.3 65.2 97.8 120.0 83.1 120.0 720.0 120.0 120.0 92" 84.7 120.0 120.0 84.7 120.0 720.0 115.9 720.0 120.0 120.0 120.0 187.0 120.0 720.0 54" 43.7 65.6 87.4 43.7 65.6 87.4 59.8 89.7 119.6 76.2 714.3 720.0 713.7 120.0 96" 84.7 120.0 120.0 84.7 120.0 120.0 115.9 120.0 120.0 120.0 181.0 120.0 120.0 120.0 60" 40.7 61.0 81.3 40.7 81.0 87.3 55.6 83.4 111.2 70.9 106.3 720.0 105.2 120.0 24" 120.0 120.0 120.0 120.0 120.0 720.0 120.0 120.0 187.0 181.0 120.0 120.0 120.0 720.0 24" 80.3 120.0 120.0 80.3 120.0 720.0 109.8 120.0 120.0 120.0 720.0 120.0 720.0 720.0 30" 116.2 720.0 720.0 116.2 120.0 120.0 120.0 120.0 720.0 120.0 120.0 181.0 120.0 720.0 30" 65.9 98.9 120.0 65.9 98.9 120.0 90.2 120.0 120.0 114.9 120.0 120.0 120.0 120.0 36" 101.7 120.0 120.0 101.7 120.0 720.0 120.0 120.0 787.0 181.0 181.0 120.0 120.0 781.0 36" 7�„ 56.5 84.7 112.9 56.5 84.7 112.9 77.2 115.9 120.0 98.4 120.0 720.0 720.0 120.0 42" 91.7 720.0 720.0 97.7 120.0 120.0 120.0 78).0 781.0 120.0 120.0 120.0 120.0 787.0 42" 49.8 74.7 99.6 49.8 74.7 99.6 68.1 102.1 181.0 86.8 720.0 120.0 720.0 120.0 48" 84.7 120.0 720.0 84.7 120.0 120.0 115.9 720.0 720.0 1211.0 181.0 120.0 120.0 120.0 48" 44.8 67.3 89.7 44.8 67.3 89.7 61.3 92.0 120.0 78.2 117.2 120.0 776.0 120.0 �" 78" 79.7 119.6 120.0 79.7 119.6 120.0 109.0 720.0 781.0 181.0 181.0 120.0 120.0 781.0 54" 41.1 61.6 82.1 41.1 61.6 82.1 56.2 84.3 112.3 77.6 70].4 120.0 706.2 720.0 60" 76.2 714.4 720.0 76.2 114.4 120.0 704.3 78).0 787.0 120.0 120.0 120.0 120.0 781.0 24" 76.2 114.4 187.0 76.2 114.4 120.0 104.3 120.0 120.0 120.0 120.0 120.0 720.0 720.0 70" 72.9 709.4 120.0 72.9 109.4 120.0 99.8 720.0 720.0 187.0 181.0 120.0 120.0 120.0 30" 62.6 93.8 120.0 62.6 93.8 720.0 85.6 120.0 120.0 109.0 120.0 120.0 120.0 720.0 72" 72.6 108.9 720.0 72.6 108.9 120.0 99.3 720.0 781.0 181.0 120.0 120.0 120.0 781.0 36" 132, 53.5 80.3 107.0 53.5 80.3 707.0 73.2 109.8 120.0 93.2 E 720.0 720.0 120.0 84" 72.2 108.3 720.0 72.2 108.3 120.0 98.7 120.0 120.0 120.0 181.0 181.0 120.0 720.0 42" 47.1 70.6 94.2 47.1 70.6 94.2 64.4 96.6 120.0 82.1 720.0 720.0 120.0 90' 72.2 108.3 120.0 72.2 108.3 120.0 98.7 120.0 781.0 181.0 120.0 120.0 120.0 120.0 48" 42.4 fi3.5 84.7 42.4 63.5 84.7 57.9 86.9 175.9 73.8 120.0 709.6 720.0 9T 72.2 108.3 120.0 72.2 708.3 120.0 98.7 18).0 120.0 120.0 120.0 120.0 120.0 181.0 54" 38.7 58.1 77.5 38.7 58.1 77.5 53.0 79.4 105.9 67.5 120.0 700.2 120.0 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 181.0 18).0 120 0 120.0 24" 72.6 108.9 120.0 72.6 108.9 720.0 99.3 120.0 120.0 120.0 120.0 120.0 120.0 30" 106.1 120.0 120.0 106.1 720.(7 120.0 720.0 187.0 120.0 120.0 120.0 120.0 120.0 181.0 30" 59.5 89.3 119.0 59.5 89.3 719.0 81.4 720.0 120.0 103.7 720.0 720.0 120.036" 92.4120.0 120.0 92.4120.0 120.0 720.0 181.0 120.0 720.0 120.0 120.0 120.0 187.036"138" 50.8 76.2 101.7 50.8 76.2101.7 69.5 104.3 120.0 88.6 120.0 120.0 120.042"83.0120.0 120.0 83.0 120.0120.0 113.5 120.0 18).0 787.0 181.0720.0 120.0 120.0 42"44.767.0 89.4 44.7 67.0 89.4 61.1 91.7 120.0 77.9 720.020.048"76.2 114.4 120.0 76.2 114.4 120.0 104.3 181.0 18).078).0120.0 120.0 120.0 181.040.1 60.2 80.3 40.1 60.2 80.3 54.9 82.3 709.869.9 Slo3.8 20.0 54" 71.3 107.0 120.0 77.3 107.0 120.0 97.6 187.0 120.0 720.0 120.0 120.0 120.0 181.0 24" 69.3 104.0 18).0 69.3 104.0 120.0 94.8 120.0 720.0 120.0 120.0 87.0 60" 67.8 101.7 120.0 67.8 101.7 120.0 92.7 120.0 120.0 118.7 18).0 120.0 120.0 120.0 30" 56.7 85.1 173.5 56.7 85.1 d113.5 77.61764120.0.9 120.0 20.070" 64.0 96.0 120.0 64.096.0120.087.5 181.018).0711.6120.0120.0 120.018).0"144" 48.4 72.6 96.8 48.4 72.6 66.23120.084.4120.0 20.072" 63.5 95.3 120.0 63.5120.0120.0110.7 120.0 720.0120.0 18).0 42"42563.885.0 42.5 63.8 58.787.2176.374.1 111.1 20.084"62.293.4 120.0 62.2 93.4720.085.1120.0187.108.5 18).072001200120.048"57276.2 38.1 57.2 52.1 78.2 104.3 66.4 99.7 120.0 TABLE 5: PRODUCT REVISED ss complying with the F9urida Building Code Acceptance No CENTERLINE FRAME - 1-3/4" Ex iran Dam $•.} WIDTH 1 WIDTH Gv h^aiw .i nde rctdwl:Ci FRAME WIDTH —�-) (n 'naa M ?) N M Q O O c a1o0 OPTIONAL G HORIZONTAL UJ J MULLION r d M� C J N Q O } v H C) HE 0 V V 0 Ch M Q ZLL �lLL ((O L W UU_ XN C) �Ma F Z m 0 a } p ; TABLE 6: :'RUDUCT REVISED as complying with tate Fis 3a, Cp BCode p�M �� ,:cepiance ran ! CENTERLINE __ FRAME _ 1-3/4"- ell 72" Data WIDTH 7 WIDTH v R=tar"i rmduct -�— FRAME WIDTH Y � (n nay M N O M Q U O O aloo OPTIONAL HORIZONTAL W J MULLION t mo 4 J O U') d F Ur N N W Cy7 HE O m "t c0 t Q LL N J O G Z ll Co W = LL[ r Q U X W Cn �Ma W — Q ~o W CO Q O r i Q Q r �z az O O 0 00 Z> 1aa45 Ct WIDTH ® N Z Z FO alo'S JAMB ANCHOR a t9 O LL SPACING O J � Cof U Q apilasaQ sauag A. LYNN MILLER, P.E. P.E.# 58705 Jamb Anchor Spacing Shim Thickness = 1/2" Nominal Dim Installed Installed Installed Installed Installed with With with with with Centerline Frame Group "A" Group "B" Group "C' Group "D" Group "E" Width Heigh Anchors Anchor04 LL s Anchors Anchors Anchors 24" 18" 18" 18" 78" 18" 30" 78" 48" 18" 18" 18" 36" 18" 16" 16" 78" 18" 42" 18" 18" 18" i6" 16" 48" 18" 16" 18" 18° 18" 54" i8" 76" 16" 18" 16" 60" 18" 18" 18" 78" 76" 70" 16" 78" 78" 18" 16" 72" 4B" 78" 78" 78" 18" 78" 84" 78" 78" 18" 18" 78" 90" 78" 48" 78" 78" 18" 92" 78" 18" 78" 78" 18" 9fi" 78" 18" 18" 18" 18" 102" 18" 18" 18" 18" 78" 108" 18" 18" 18" 16" 18" 120" 48" 18" 16" 132" ]B" 18" 144" 16" 76" 18" 78" 16" 24" 16" 18" 18" 76" 16" 30" 18" — 18" 18" 18" 18" 36" 18" 16" 16" 18" 18" 42" 16" 16" 18" 18" 18" 46" 76" i6" 18" 18" 18" 54" 16" 16" 16" 18" 78" 60" i6" 16" 78" 18" 78" 70" �. 16" i6" 18" 18" 78" 72" 16" 18" 78" 78" 16" 84" i6" i6" ]8" 18" 18" 90" 16" 16" 78" 18" 18" 92" 76" W. 76" 16" 18" 96" 16" ifi" 18" iB" 48" 102" ifi" 16" 18" iB" 48" 108" 18" ifi" 18" 16" 18" 720" i6" 16" 18" i6" 18" 24" iB" 18" 18" 78" 18" 30" iB" 18" 78" 18" 48" ifi" 15" 15" 18" 18" 18" 42" 15" t5" 18" i6" 78" 48" 12" 12" 18" 18" 18" 54" 72" 12" 15" 78" 78" 60" 72" 12" 72" 75" 18" 18" 70" 12" 72" 15" 98" 18" 72" 72" 12" 15" 18" 18" 84" 72" 12" 15" 18" 16" 9D" 12" 12" 15" 18" 18" 92" 12" 12" 15" 18" 18" 96" 12" 12" 15" 16" 18" 24" 18" 18" 18" 18" 16" 30" 16-1!2" 16-1(2" 19„ 18" 19„ 36"' 16-112" 16-112" 18" 18" iB" 42" 13-3116" 133116" 18" 18" 16" 48" 13-3116" 133116" 16-112" 18" 18" 54" it" 11" 16-1/z" 18" 16" 60" 76" 11" 11" 16-112" 18" 18" 70" it" 13-3116" 78" 18" 72" 11" 13-3118" 78" 18" 84" 11" ii" 13-3176" 18" iB" 90" 11" ill, 13-3(16" 18" 18" 92" 11" ill, 73-3116" 18" 18" 24" iB" 18" 18" 18" 18" 30" is"18" 78" 18" 18" 36" 14318" 74-318" 78" 18" 18" 42" 14318" 14-3/B" 18" 16" 18" 48" 94" 12" 12" 18" 18" 16" 54" 72" 12" 14-318" 18" 18" 60" 10-5116" tOSfi6" 14-318" 18" 18" 70" 10-5/18" 105116" 74-318" 18" 18" 72" 105176" 105116" 1 6" MAX. FRAME HEIGHT Jamb Anchor Spacing Shim Thickness = 712" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Graup "C" Anchors Installed with Group "D" Anchors Installed with Group "E" Anchors Centerline Width Frame Height 24" 90" 18" 18" 18" 30" 16" 18" ...._ 16" 18" 18" 36° 15-518" 15518" 18" 16" 18" 42' 73" 13" 78" 18" 18" 46° i3" 13" 15-5lB" 16" 18" 54° 11-718" ii -i f8" 15-518" 46" 18" 80" 11 -119, ii -1 f8" 15-518" 18" 18" 70' 93/4" B3J4" 13" 16" 18" 72° 9-3f 4" 9-3/4" 13" 18" iB" 24" 97-314" 18" 16" 18" 16" 1B" 30" i1-118" 17-1/B" 78" 18" 18" 36" 14-5/16" 145/16" 18" 18" 78" 42" 12-114" 12-1 /4" 17-1/6" 18" 18" 48" 12-114" 12-1f4" 17-1f6" 18° 16" 54" iD-3!4" 10314" 14SIi6" 18" 18" 60' 10.3/4" 103Y4" 145116" 17-118" 78" 70" 0.112" 9-irz" 42-114" 17-116" 78" 72" 9-112" 9-1/2" 12-1/4" 17-118" 16" 24" 102" ]B" 16" i8" 18" iB" 30° i8" 18" 78" 18"-- i6" 36" 15" 15" 76" 96" 18" 42° 12-718" 12-718" i8" 18" 7B" 48' 11-1f4" ii -114" 15" 18" is., 54° ii -114" ii -114" 75" 78" 18" 60° t0" 10" 92-718" 78" 18" 70° 9" B" 12-718" 16" 78" 24' 108" 78" 18" 78" 16" ]8" 30° 16" i6" --. 16" 76" 18" 36" 13-11116" 13-11/18" i6" 16" 18" 42" 13-11118" 13-01116" i6" 18" iB" 46" 12" 12" i6" 78" 16" 54" 10-41116" 10-11/18" 13-11!16" 18" i8" 60' 9-5/8" 9-518" 43-14/16" 18" 18" 24" 174" 18" 18" i8" i8" 18" 30" 17" 17" 18" 78" 18" 36" 14-9118" 74-B/16" 16" 18" 78" 42° 12-314" 123/4" 77" 78" 78" 48° 11-5/i&" 71-5/16" 145116" i8" 18" 54" 10.3146" 10-3/16" 145176" ]8" 18" 60' 9-714" 9-1J4" 12-3/4" 17" i8" 24" 120" 48" 16" 78" 18" 78" 3D° 18" 18" 18" i8" 78" 36" 13 -ill" 13-112" 48" 78" 78" 42" 12" 12" 16" 78" 18" 48" 10.13116" 70-13148" 15-7fi8" 18" 18" 54" 10.13!16" 10-13/18" 13-1J2" 18" 18" 60" 9-13!16" 9-73146" 13-112" 18" i8" 24" 126" 18" 18" 4B" 78" iB" 30" 16-5116" i6-5/16" i6" i8" 18" �" 14114" 441/4" 46" 18" iB" 42" 12-11116" 12-11116" 185116" 78" 78" 48" 11-318" 11318" 14-114" 18'" 78" 54" 10-318" 103!8" 14-114" 18" i8" 24" 132` i8" 18" 18" 18" 18" 30" 17-V8" i7-118" 18" 78" 18" �" 15" 15" 18" 78" 1®„ 42" 72" 12" 77-118" 19" ]8" 48" 70-15116" 10-15116" 75" 78" 18" 54" 10" 10" 135!16" 77-118" 18" 24" 13B" 78" 18" 18" 78" 18" 30" 15-314" 453!4" 18" i8" 78" 36" 74" 14" iB" 76" 18" 4-318" 18" i8" 84" 10-5116" iD5li6" 14-3/8" 18" 48" 6" MAX. FRAME HEIGHT Jamb Anchor Spacing Shim Thickness = 712" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Graup "C" Anchors Installed with Group "D" Anchors Installed with Group "E" Anchors Centerline Width Frame Height 24" 90" 18" 18" 18" 30" 16" 18" ...._ 16" 18" 18" 36° 15-518" 15518" 18" 16" 18" 42' 73" 13" 78" 18" 18" 46° i3" 13" 15-5lB" 16" 18" 54° 11-718" ii -i f8" 15-518" 46" 18" 80" 11 -119, ii -1 f8" 15-518" 18" 18" 70' 93/4" B3J4" 13" 16" 18" 72° 9-3f 4" 9-3/4" 13" 18" iB" 24" 97-314" 18" 16" 18" 16" 1B" 30" i1-118" 17-1/B" 78" 18" 18" 36" 14-5/16" 145/16" 18" 18" 78" 42" 12-114" 12-1 /4" 17-1/6" 18" 18" 48" 12-114" 12-1f4" 17-1f6" 18° 16" 54" iD-3!4" 10314" 14SIi6" 18" 18" 60' 10.3/4" 103Y4" 145116" 17-118" 78" 70" 0.112" 9-irz" 42-114" 17-116" 78" 72" 9-112" 9-1/2" 12-1/4" 17-118" 16" 24" 102" ]B" 16" i8" 18" iB" 30° i8" 18" 78" 18"-- i6" 36" 15" 15" 76" 96" 18" 42° 12-718" 12-718" i8" 18" 7B" 48' 11-1f4" ii -114" 15" 18" is., 54° ii -114" ii -114" 75" 78" 18" 60° t0" 10" 92-718" 78" 18" 70° 9" B" 12-718" 16" 78" 24' 108" 78" 18" 78" 16" ]8" 30° 16" i6" --. 16" 76" 18" 36" 13-11116" 13-11/18" i6" 16" 18" 42" 13-11118" 13-01116" i6" 18" iB" 46" 12" 12" i6" 78" 16" 54" 10-41116" 10-11/18" 13-11!16" 18" i8" 60' 9-5/8" 9-518" 43-14/16" 18" 18" 24" 174" 18" 18" i8" i8" 18" 30" 17" 17" 18" 78" 18" 36" 14-9118" 74-B/16" 16" 18" 78" 42° 12-314" 123/4" 77" 78" 78" 48° 11-5/i&" 71-5/16" 145116" i8" 18" 54" 10.3146" 10-3/16" 145176" ]8" 18" 60' 9-714" 9-1J4" 12-3/4" 17" i8" 24" 120" 48" 16" 78" 18" 78" 3D° 18" 18" 18" i8" 78" 36" 13 -ill" 13-112" 48" 78" 78" 42" 12" 12" 16" 78" 18" 48" 10.13116" 70-13148" 15-7fi8" 18" 18" 54" 10.13!16" 10-13/18" 13-1J2" 18" 18" 60" 9-13!16" 9-73146" 13-112" 18" i8" 24" 126" 18" 18" 4B" 78" iB" 30" 16-5116" i6-5/16" i6" i8" 18" �" 14114" 441/4" 46" 18" iB" 42" 12-11116" 12-11116" 185116" 78" 78" 48" 11-318" 11318" 14-114" 18'" 78" 54" 10-318" 103!8" 14-114" 18" i8" 24" 132` i8" 18" 18" 18" 18" 30" 17-V8" i7-118" 18" 78" 18" �" 15" 15" 18" 78" 1®„ 42" 72" 12" 77-118" 19" ]8" 48" 70-15116" 10-15116" 75" 78" 18" 54" 10" 10" 135!16" 77-118" 18" 24" 13B" 78" 18" 18" 78" 18" 30" 15-314" 453!4" 18" i8" 78" 36" 74" 14" iB" 76" 18" 42" 12-518" 125!8" 15-314" 78'" 18" 48" 11-7/16" 11-7116" 14" 78" 18" 24" 144" 18" 78" 18" 78" 78" 30" 16-V2" 16-112" 18" 18" 18" 36" 14-11!18" 14-71Y76" 18" 48" 18" 42" 12" 12" i6 -i(2" 18" 78" 48" it" 11" 14-11(76" 18" 16" 6" MAX. FRAME HEIGHT SEE TABLE 6, THIS SHEET 6" MAX. — __ CENTERLINE TABLE 7 PRODUCT REVISED �s complying with the Fttuzda Building Cote A�epwuce No /,r g� y� �rxparaBtan Y3ata N46Jt G✓ B}' Nfianxi D FradgtOg' CENT NE � CE WIDDRH NE �j CENTERLINEWIIDT� (n 'naa M ?> N O M a O O c a7o0 J W J Ra J N umo"4 O FRAME Ot C t0 HEIGHT N r W M It 0 Q LL to LL (0 L = LLI — W U U x fn 0Ma rz m0 i W U) (O > Q Q �z az O O M EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. z taays Ll CORNER CORNER ®'�" SEE TABLE 3 OR SEE TABLE 3 OR ANCHORS, SEE ANCHORS, SEE u ~ z 4, SHEETS 5OR6 4, SHEETS 5 OR 6 Z SHEETS 2& 3 SHEETS 2& 3- F- O aloas MID -PANEL MID -PANEL MID -PANEL ~ ANCHORS, SEE ANCHORS, SEE ANCHORS, SEE LL TABLE 7, THIS TABLE 7, THIS TABLE 7, THIS O LLJ W (� SHEET SHEET SHEET F J W M U Q O U) MID -PANEL ANCHOR (n PATTERN apil rosaa sauag NOTES: 1. MID -PANEL ANCHORS TO BE EQUALLY SPACED, +/- 1/2". A. LYNN MILLER, P.E. P.E.# 58705 Mid -Panel Anchor Quantity Shim Thickness = t/a^ Mid -Panel Anchor Quantity Shim Thickness = 1/4" Nominal Dim. Installed Installed Installed Installed Installed Nominal Dim. Installed Installed Installed Installed Installed with with with with with with with with with with Centerline Frame Group "A" Group "B" Group "C" Group "D" Group "E" Centerline Frame Group "A" Group "B" Group "C" Group "D" Group "E" Width Height gnchors Anchone Anchors Anchors Anchors Width Height Anchors Anchors Anchors Anchors AnchorUU s 24" t 1 1 1 1 24" 1 1 1 1 1 30" 1 1 1 1 1 30" 1 1 1 7 1 36" 1 1 1 1 1 36" 1 1 1 1 1 42" 2 1 7 1 1 42" 2 7 1 1 1 48" 2 2 2 2 1 48" 90" 2 2 2 2 1 54" 3 2 2 2 2 54" 3 2 2 2 2 60" 3 2 2 2 2 60" 3 2 2 2 2 70" 4 3 3 3 3 70" 4 3 3 3 3 72" �„ 4 3 3 3 3 72" 4 3 3 3 3 84" 5 4 4 4 4 24" 1 1 1 1 t 90" 5 4 4 4 4 30" 1 1 1 1 1 92" 5 5 5 5 5 36" t 1 1 1 1 ss° s s s s s ar' 2 t t t t 102" 6 5 5 5 5 48" 97-314" 2 2 2 2 t 108" 6 6 6 6 6 54" 3 2 2 2 2 120° 7 6 6 6 6 60" 3 2 2 2 2 132' 8 7 7 7 7 70" 4 3 3 3 3 144" 9 B 8 8 B 72" 4 3 3 3 3 24" 7 1 1 1 1 24" 1 1 1 1 1 30" 1 1 1 1 1 30" 1 1 1 1 1 36" 1 1 1 1 t 36" 1 1 1 1 1 42" 2 1 1 1 1 42" 102" 2 1 1 1 1 48" 2 2 2 2 t 48" 2 2 2 2 t 54" 3 2 2 2 2 54" 3 2 2 2 2 60" 3 2 2 2 2 60" 3 2 2 2 2 70" �„ 4 3 3 3 3 70" 4 3 3 3 3 72" 4 3 3 3 3 24" t 1 1 1 t 84" 5 4 4 4 4 30" 1 1 1 1 t 90" 4 4 4 4 36 1 1 1 t t 92" 61 SILL ANCHORAGE SHOWN, HEAD SIMILAR, QUANTITY MAY VARY 108° 5 5 5 5 42" 2 1 1 1 1 96" 5 5 5 5 48" 2 2 2 2 t 1D2" 5 5 5 5 54" 3 2 2 2 2 108° 6 6 6 6 60" 3 2 2 2 2 120" 6 6 6 6 24" 114" 1 1 1 1 7 24" 72" 1 1 1 1 1 30" 1 t 1 t t 30" 1 1 1 1 1 36" 1 1 1 7 1 36" 1 1 1 1 1 42" 2 1 1 1 1 42" 2 1 7 1 1 48" 2 2 2 2 1 48" 2 2 2 2 1 54" 3 2 2 2 2 54" 3 2 2 2 2 60" 3 2 2 2 2 60" 3 2 2 2 2 24" 720" 1 1 1 1 _ _ 1 70" 4 3 3 3 3 30" 1 1 i 1 1 72" 4 3 3 3 3 36" t 1 t 1 1 84" 5 4 4 4 4 42" 2 1 1 1 1 90" 6 4 5 4 4 48" 2 2 2 2 1 92" 6 5 5 5 5 54" 3 2 2 2 2 96" 7 5 5 5 5 60" 3 2 2 2 2 24" 78„ 1 1 1 1 1 24" 126' 1 1 1 1 t 30" 1 1 1 1 1 30" 1 1 1 1 1 36" 1 1 1 1 1 �" 1 1 1 1 1 42" 2 1 1 1 1 42" 2 1 1 1 1 48" 2 2 2 2 1 48" 2 2 2 2 1 54" 3 2 2 2 2 54" 3 2 2 2 2 60" 3 2 2 2 2 24" 132" 1 1 1 1 1 70" 4 3 3 3 3 30 1 1 1 t t 72" 4 3 3 3 3 ��� 1 1 1 1 1 84" 5 4 4 4 4 42" 2 1 1 1 1 90" 6 5 5 4 4 48" 2 2 2 2 1 g2^ 6 5 5 5 5 54" 3 2 2 2 2 24" 84„ 1 1 1 1 1 24" 738" 1 1 1 1 1 30" 1 1 1 1 1 30" 1 1 1 1 t 36" 1 1 1 1 1 36" 1 1 1 1 1 42" 2 1 1 1 1 42" 2 1 1 1 1 q8° 2 2 2 2 1 48" 2 2 2 2 1 54 3 2 2 2 2 24" 144" 1 1 1 1 1 60" 3 2 2 2 2 30" 7 1 1 1 1 70" 4 3 3 3 3 36" 1 1 7 1 1 72" 4 3 3 3 3 42" 2 1 1 1 1 84" 5 4 4 4 4 48" 2 2 2 2 1 SILL ANCHORAGE SHOWN, HEAD SIMILAR, QUANTITY MAY VARY TARLE 8. FRAME HEIGHT CE WIDTH NE CENTEREDTHINE CE WIDTTH NE Mid -Panel Anchor Quantity Shim Thickness= tt2" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group "C" Anchors Installed with Group "D" Anchors Installed with Group "E" Anchors Centedine Width Frame Height 24" 90" 1 1 1 1 1 30" 1 1 1 1 1 36" 2 2 2 1 1 42" 2 2 2 2 1 48" 3 3 2 2 1 54" 4 4 3 2 2 60° 4 4 3 3 2 70' 5 5 4 3 3 72"49" 6 6 4 3 3 84" 7 7 5 4 4 90" 7 7 6 4 4 92" 8 8 6 5 5 96" 8 8 6 5 5 102" 9 9 6 5 5 108" 9 9 7 6 6 120" 11 11 8 6 6 132" 12 12 9 7 7 144" 13 1 13 10 8 8 24" 60„ 1 1 1 1 1 1 30" 1 _-1 1 1 1 36" 2 2 2 1 1 42" 2 2 2 2 1 48" 3 3 2 2 1 54" 4 4 3 2 2 60" 4 4 3 3 2 70" 6 6 4 4 3 72' 6 6 5 4 3 84" 8 8 6 5 4 90° 8 8 6 5 4 92" 9 9 6 5 5 96" 9 9 7 5 5 102" 10 10 7 6 5 108" 11 11 8 6 6 120" 12 12 9 7 6 24" 72" 1 1 1 1 1 30" 1 1 1 1 _-1 1 36" 2 2 2 1 42" 2 2 2 2 1 48" 3 3 2 2 1 54" 4 4 3 2 2 60" 4 4 3 3 2 70' 6 6 4 4 3 72' 6 6 5 4 3 84" 8 8 6 5 4 90" 9 9 7 5 4 92' 9 9 7 6 5 96" 10 10 7 6 5 24" 78" 1 1 1 1 1 30" 1 1 1 1 1 36" 2 2 2 1 1 42" 2 2 2 2 1 48" 3 3 2 2 1 54"4 4 3 2 2 60" 4 4 3 3 2 70" 6 6 4 4 3 72" 6 6 5 4 3 84" 8 8 6 5 4 90 9 9 7 5 4 92" 10 10 7 6 5 24" 84„ 1 1 1 1 1 30" 1 1 1 1 1 36' 2 2 2 1 1 42' 2 2 2 2 1 48" 3 3 2 2 1 54" 4 4 3 2 2 60" 4 4 3 3 2 70" 6 1 6 4 14 3 72" 6 6 5 4 3 84" 8 18 6 5 4 FRAME HEIGHT CE WIDTH NE CENTEREDTHINE CE WIDTTH NE Mid -Panel Anchor Quantity Shim Thickness = 1/2" Nominal Dim. Installed with Group "A" Anchors Installed with Group "B" Anchors Installed with Group "C" Anchors InstalledInstalled with Group "a' Anchors with Group "E" Anchors Centerline Width Frame Height 24" 90" 1 1 1 t 1 30" 1 1 1 t 1 36" 2 2 2 1 1 42" 2 2 2 2 1 48" 3 3 2 2 1 54" 4 4 3 2 2 60' 4 4 3 3 2 70° 66 4 4 3 72° 6 6 5 4 3 24" 973/4" 1 1 1 1 1 30' 1 1 1 1 1 t 36" 2 2 2 1 1 42" 2 2 2 2 1 48" 3 3 2 2 1 54" 4 4 3 2 2 60" 4 4 3 3 2 70" 6 6 4 4 3 72" 6 1 6 5 4 3 24" 102" 1 1 1 1 -�--1 1 30" 1 1 1 1 36" 2 2 2 t 1 42°2 2 2 2 1 48° 3 3 2 2 1 54" 4 4 3 2 2 60" 4 4 3 3 2 70" 6 6 4 4 3 24" 108" 1 1 1 1 1 30° 1 1 1- 1 1 36° 2 2 2 1 1 42" 2 2 2 2 1 48" 3 3 2 2 1 54" 4 4 3 2 2 60" 4 4 3 3 1 2 24" 114" 1 1 1 1 1 30" 1 1 1 1 1 36" 2 2 2 1 1 42" 2 2 2 2 1 48" 3 3 2 2 1 54" 4 4 3 2 2 60" 4 4 3 3 2 24" 120° 1 1 1 1 1 30" 1 t 1 1 1 36" 2 1 2 2 1 1 1 42° 2 2 1 2 2 1 48" 3 3 2 2 1 54" 4 4 3 2 2 60" 4 4 3 3 2 24° 126" t 1 1 1 1 30" t 1 1 1 1 36°2 2 2 1 1 42' 2 2 2 2 1 48° 3 3 2 2 1 54" 1 4 4 3 2 1 2 24° 132" t 1 1 1 1 1 30° 1 1 1 1 -..._2 1 36°2 2 1 1 42" 2 2 2 2 1 48" 3 3 2 2 1 54° 4 4 3 2 2 24" 138" 1 1 1 1 1 30" 1 1 1 1 1 36" 2 2 2 1 1 42" 2 2 2 2 1 48" 3 3 2 1 2 1 1 24" 144" 1 1 1 1 1 1 1 30" 1 1 1 1 7 36" 2 2 2 7 1 42 1 2 1 2 1 2 2 48'.1 3 1 3 1 2 2 1 FRAME HEIGHT CE WIDTH NE CENTEREDTHINE CE WIDTTH NE IIIAEQ. IEQ. IEQ. I I I I E CORNER SEE TABLE 3 ANCHORS, SEE4, SHEETS 5 OR 6 SHEETS 2 & 3 MID -PANEL ANCHORS, SEE TABLE 8, THIS SHEET NOTES: EQ, I EQ. I I I I EQ.I EQ. I EQ.III II SEE TABLE 3 CORNER 4,S 5 OR 6 ANCHORS, SEE MID -PANEL ANCHORS, SEE TABLE 8, THIS SHEET MID -PANEL ANCHOR PATTERN SHEETS 2 & 3 MID -PANEL ANCHORS, SEE TABLE 8, THIS SHEET 1. MID -PANEL ANCHORS TO BE EQUALLY SPACED, +/- 1/2". PRODUCT REVISED ,is comptyimg with doe FBar & Sanding Cade Aoceptanee Ne � ZxtsirAtiaxt Date Y � 1n 'naa M ?] N O M Q O O c a)o0 � J � LU J > J N QO CD N N Ill Ce) OM It p 1 j co OM CD LL LLL CD w = LI — r U U X � 00 0Ma 1—w 00 co F, O0 LL O Z 1 Z O O p O Z r Oa4S ®� F- z z = O aioas H LL LL C:� o J Q' M U CO < O F— asap sai�aS SILL ANCHORAGE SHOWN, HEAD SIMILAR, QUANTITY MAY VARY IIIAEQ. IEQ. IEQ. I I I I E CORNER SEE TABLE 3 ANCHORS, SEE4, SHEETS 5 OR 6 SHEETS 2 & 3 MID -PANEL ANCHORS, SEE TABLE 8, THIS SHEET NOTES: EQ, I EQ. I I I I EQ.I EQ. I EQ.III II SEE TABLE 3 CORNER 4,S 5 OR 6 ANCHORS, SEE MID -PANEL ANCHORS, SEE TABLE 8, THIS SHEET MID -PANEL ANCHOR PATTERN SHEETS 2 & 3 MID -PANEL ANCHORS, SEE TABLE 8, THIS SHEET 1. MID -PANEL ANCHORS TO BE EQUALLY SPACED, +/- 1/2". PRODUCT REVISED ,is comptyimg with doe FBar & Sanding Cade Aoceptanee Ne � ZxtsirAtiaxt Date Y � 1n 'naa M ?] N O M Q O O c a)o0 � J � LU J > J N QO CD N N Ill Ce) OM It p 1 j co OM CD LL LLL CD w = LI — r U U X � 00 0Ma 1—w 00 co F, O0 LL O Z 1 Z O O p O Z r Oa4S ®� F- z z = O aioas H LL LL C:� o J Q' M U CO < O F— asap sai�aS br_1a111ca Maximum Vertical Mullion Design Pressure, (pst) Average Cenledine Width Frame Height No Reinforcement Alum. Reinforcement (part #4) Steel Reinfomement (part #10) 24" 48"+90/30 +90/-90 +90/-100 +90/-120 3Vj +90/-90 +90/-100 +90/-120 36" +90/30 +90/-100 +90/-120 42" +90/30 +90/-100 +90/-120 48" +90/-90 +90/-100 +90/-120 54" +90/90 +901-100 +90/-120 60' +90/-90 +90/-100 +90/-120 70" +90/-90 +90/-100 +90/-120 72" +90/-90 +90/-100 +90/-120 +90/-100 +90/-120 +90/-100 +90/30 +90/-100 +90/-120 R60" +90/30 +90/-100 +90/-120 +90/-90 +90/-100 +90/30 +90/-100 +90/-120 +87.9/-87.9 +90/-100 +90/-100 +90/-120 +80/-80 +90/-100 +90/-100 +90/-120 +90/-100 +90/-100 +9p1-120 +90/-100 +901.100 +90/-100 +90/-100 24" 60" +90/30 +90/-100 +90/-120 30" +90/30 +90/-100 +90/-120 36" +90/30 +90/-100 +90/-120 42" +90/30 +90/-100 +90/-120 4811 +90/30 +90/-100 +90/-120 54" +90/-90 +90/-100 +90/-120 69, +90/-90 +90/-100 +90/-120 70"+90/-90 +90/-100 +90/-120 7211 +90/30 +90/-100 +90/-120 84" +90/-100 +90/-120 90" +90/-100 +90/-120 92" +90/-100 +90/-120 96" +90/-100 +90/-120 102" 48" +90/-100 108" 54" +90/-100 120" W. +90/-100 24" 72" +90/30 +901-100 +90/-120 W, +90/30 +90/-100 +90/-120 36" +90/30 +90/-100 +90/-120 42" +90/30 +90/-100 +901-120 481 +90/-90 +90/-100 +90/-120 54" +90/-90 +90/-100 +90/420 6011 +90t-90 +90/-100 +90/-120 70" +90/-100 +90/-120 72" +90/-100 +90/-120 gq•' +63.4/-63.4 +901-100 +90/-100 gp" +53.51-53.5 +90/-100 +90/-100 9y' +901-100 +90/-100 W. +901-100 +90/-100 24" 7811 +90/30 +90/-100 +90/-120 W., +90190 +90/-100 +90/-120 36" +90/90 +90/-100 +90/-120 42" +90/90 +90/-100 +90/-120 48" +90/30 +90/-100 +90/-120 54"+90/-90 +90/-100 +90/-120 60" +90/30 +90/-100 +90/-120 70" +90/-100 +901-120 72" +90/-100 +90/-120 8411 +90/-120 +90/-100 g0^ +90/-120 +90/-100 92" +901-116.4 +90/-100 24" 84" +90/-90 +90/-100 +901-120 W, +90/-90 +90/-100 +90/-120 3611 +90/30 +90/-100+90/-120 +51.41-51.4 42" +90/-90 +90/-100 +90/-120 48" +90/90 +90/-100 +90/-120 54" +90/90 +90/-100 +90/-120 6011 +90/-100 +90/-120 79' +90/-100 +90/-100 7p' +45.2/45.2 +90/-100 84" 30" +90/-100 MaArnurn Vertical Mullion Design Pressure, (psO Average Centerline Width Frame Height No Reinforcement Alum. Reinforcement (part #4) Steel Reinforcement (pad #10) 24" W. +901-90 +90/-100 +901-120 X. +90/-90 +90/-100 +901-120 36" +901-90 +90/-100 +90/-120 42" +901-90 +90/-100 +90/-120 48" +89.41-89.4 +90/-100 +901-120 54" +90/-100 +90/-120 60' +90/-100 +90/-120 70" +90/-100 72" +90/-100 97-314 +901-90 +90/-100 +90/-120 +901-90 +90/-100 +90/-120 +90/-90 +90/-100 +90/-120 +87.9/-87.9 +90/-100 +90/-120 N +80/-80 +90/-100 +90/-120 +90/-100 +90/-120 +90/-100 +90/-100 +901-100 24 102' +901-90 +901-100 +901-120 30" +901-90 +901-100 +90/-120 36" +88.3/-88.3 +90/-100 +90/-120 42" +77,1/-77.1 +901-100 +90/-120 48" +90/-100 +90/-120 54" +90/-100 +90/-120 60" +901-100 70" +90/-100 24' 108" +90/-90 +90/-100 +901-120 30" +87.51-87.5 +90/-100 +90/-120 36' +74/-74 +90/-100 +90/-120 42" +64.5/-64.5 +90/-100 +90/-120 48" +90/-100 +901-120 54" +90/-100 W. +901-100 24" 114' +90/-90 +90/-100 +901-120 30" +74.2/-74.2 +901-100 -"+90/-100 +90/-120 36" +62.61-62.6 +90/-120 42" +90/-100 +90/-120 48" +90/-100 +90/-120 54" +90/-100 60' +90/-100 24" 120" +78.51-78.5 +90/-100 +90/-120 30" +63.4/-63.4 +901-100 +90/-120 36" +53.51-53.5 +90/-100 +90/-120 42' +901-100 +90/-120 48' +901-100 +901-120 54' +90/-100 60' +901-100 24' 1261. +67.71-67.7 +90/-100 +90/-120 30' +54.61-54.6 +901-100 +90/-120 36' +46146 +90/-100 +90/-120 42" +87.1/-96.8 +90/-116.5 48" +90/-100 54" +84193.4 24" 132° +58.81-58.8 +90/-100 +90/-120 30" +47.4/47.4 +90/-100 +90/-120 36" +87.1/-96.7 +901-116.4 42" +75.4/-83.8 +90/-100.9 48" +80.5199.4 54" +72.6/-80.6 24" 138" +51.41-51.4 +90/-100 +901-120 30' +41.4/41.4 +90/-100 +90/-120 36" +76/-84.4 +901-101.6 42° +79.2/-88 48' +70.1/-77.9 24' 144" +45.2/45.2 +90/-100 +90/-120 30" +36.4/-36.4 +79,5/-88.3 +90/-106.3 36" +66.7/-74.1 +80.3159.3 42" +69.5/-77.2 48° +61.5/56.3 FRAME HEIGHT AVERAGE CENTERLINE + CENTERLINE CENTERLINE = WIDTH 1 WIDTH 2 WIDTH 2 C L INE - C WTERLINE WIDTH DTH 2 1.521" 4.752" .187" 4 ALUMINUM REINFORCEMENT 188" 10 STEEL REINFORCEMENT OPTIONAL HORIZONTAL MULLION NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Fda DUCT REVISED �s CeMMY619 -im 11te Ftweda BuWing Code Acceptance No C �xpirataom Dade r rpi'N Y Q0 (n 'naa M N O ('' Q O O a,°O X W J I J d' cmo O CV Q O } r V � LO O CO V Q Q OLL LoLLL CD LU r r W U x � OD (n DMO F- z m 0 >- c4 o O 0 <t LL � z az O O Z � /-7-745 9) Z Z HO a1D°S O O J( U F ailll ��sap saua5 APPROVED MULLION, DETAIL D DETAIL Al DETAIL B DETAIL C ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE TABLE STOREFRONT INTO MASONRY MULLION 1/4" NUT & BOLT, 24" MAX. INTO METAL 1, SHEET 1. WINDOW TO DOOR EMBEDMENT REINFORCEMENT #4 OR #101U FROM EACH END AND 24" MAX —� 1-3/4" 3 REQUIRED, SEE TABLE 9 O.C. TYP. ANCHOR TYPE, 1/4" NUT & BOLT, 24" OPTIONAL --(g)BEAD AND _ r _ _ _ -1 MAX. FROM EACH ,I EDGE DIST. � e �-{ g I BEAD EDGE DISTANCE PER SUBSTRATE, SEE EDGE DIST. __ 1-3/8 END AND 24" MAX O.C. ° °8 40 TABLE 1, SHEET 1. TYP. ANCHOR TYPE, EMBEDMENT AND OPTIONAL LAMI IG GLASS P `� ATTACHED EDGE DISTANCE PER STOREFRONT SUBSTRATE,SEE DOOR, TABLE 1, SHEET 1. ° a -_------- 1 SEE SEPARATE CONCRETE/CMU ° ° ° APPROVALIFOR SPECIFICATIONS PERANCHOR REQUIREMENT. ° DAYLIGHT OPENING WIDTH — 42 EXTERIOR 41 1 N^ EXTERIOR° °m 1 jg--------y FRAME WIDTH 1/2" MAX. SHIM�— 1/2" MAX. SHIM If DADE APPROVED MULLION, FBC COMPLIANT 1X WOOD ALUMINUM/STEEL FRAMING OR STEEL STUD. EMBEDMENT BUCKSTRIP, SEE MAYBE VERTICAL OR HORIZONTAL. SEE NOTE 2, THIS SHEET. SUBSTRATE PROPERTIES, TABLE 1, SHEET 1 EDGE DIST. ' ° e DETAIL A2 DETAIL E STOREFRONT INSTALLATION NOTES: ° m THRU 1X WOOD WINDOW TO TRANSOM INTO MASONRY 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, 5-==- ,�I ATTACHE FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET TYP. ANCHOR TYPE, °, EMBEDMENT AND J STOREFRONT 1. ANY INSTALLATION OPTION SHOWN MAY BE EDGE DISTANCE PER i --�1 DOOR TRANSOM, I USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR SUBSTRATE,SEE a 1/4" NUT &BOLT, 24" MAX. SEE SEPARATE I r1 APPROVAL FOR HEAD TYPES ARE ALLOWED. TABLE 1, SHEET 1. ° ° FROM TOP OF FRAME, II II SPECIFICATIONS 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO REQUIREDEIGHTSO I II u 11 BE CONSIDERED 1X INSTALLATIONS. 1X WOOD CONCRETE/CMU HEIGHTS OVER 22-1/4" OVER EXTERIOR (SEE SEPARATE APPROVAL) I}� II I III _� I BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS PER ANCHOR I I 111 _ _ � REQUIREMENT _ - DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X USED) SHALL BE DESIGNED AND 2X BUCKS (WHEN ' _ • J �� --� TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND 1/2" MAX. SHIM EXTERIOR INSTALLATION IS THE RESPONSIBILITY OF THE �-----J ENGINEER OR ARCHITECT OF RECORD. MAXIMUM EMBEDMENT _ _ _ _ _, _ _ SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8, SHEETS 5-10. PRODU- os camplying with tie Florida EDGE DIST. DETAIL A3 2Revised uofiding Code Alxeplitacerx 9 ":pimt� Data INTO 2X WOOD By: Date: Revision TYP. ANCHOR TYPE, %4ia Da hes&xt EMBEDMENTAND - - Revised By: Date: Revision: f EDGE DISTANCE PER SUBSTRATE,SEE 0 -- --' TABLE 1, SHEET 1. - ® Description: Drawn By: 2X WOOD BUCK G P HORIZONTAL X-SECTION J ROSOWSKI OR FRAMING EXTERIOR _ 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FL 34275 STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 P.O. BOX 1529 1/2" MAX. SHIM - NOKOMIS, FL 34274 Series/Model- Scale: Sheet: Drawing No, Rev. A. LYNN MILLER, P.E. CERT. OF BUTT. #29296 SS-3500 NTS 12 OF 16 MD-3500-2-LM P.E.# 58705 DETAIL F1 DETAIL F2 DETAIL F3 DETAIL F4 THRU 1X WOOD L INTO WOOD INTO MASONRY INTO METAL CONCRETE/CMU PER INTO MASONRY DADE APPROVED MULLION, FBC COMPLIANT ANCHOR REQUIREMENT ALUMINUM/STEEL FRAMING OR STEEL STUD. 1X WOOD BUCKSTRIP, SEE EDGE 2X WOOD BUCKSTRIP OR FRAMING, SEE CONCRETE/CMU PER ANCHOR EDGE 7MAY BE VERTICAL OR HORIZONTAL. SEE DISTANCE-- SUBSTRATE PROPERTIES, TABLE 1, SHEET 1 NOTE 2, THIS SHEET. DISTANCE ANCHOR NOTE 3, EDGE REQUIREMENT - -- DISTANCE EDGE SHEET 1 ~� DISTANCE EMBEDMENT -- o ° EMBEDMENT EMBEDMENT p EMBEDMENT � � 1/2" 1/2" 1/2" 1/2" MAX. MAX. MAX. MAX. 1 EXTERIOR EXTERIOR 11 a a I �I EXTERIOR EXTERIOR I a a TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DAYLIGHT DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, OPENING SEE TABLE 1, SHEET 1. SEE TABLE 1, SHEET 1. SEE TABLE 1, SHEET 1. SEE TABLE 1, SHEET 1. HEIGHT 42 40 5J (6 )OPTIONAL TYP. ANCHOR TYPE, 30 BEAD EMBEDMENT AND EDGE EDGE INSTALLATION NOTES: III DISTANCE PER SUBSTRATE, 60" MAX. HORIZ. DISTANCE 1 SEE TABLE 1, SHEET 1. MULLION LENGTH 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND FRAME_ DETAIL G SUBSTRATE REQUIREMENTS PER TABLE I, SHEET HEIGHT I HORIZ. MULLION �1 EMBEDMENT 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR I L HEAD TYPES ARE ALLOWED. 1/2" 2, ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO MAX' 4" LENGTH ANCHOR BE CONSIDERED 1X INSTALLATIONS. 1X WOOD 2 CHANNEL AT INSTALLATION BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED g 9 8 ANCHORS. SEE SHEET DIRECTLY TO SUBSTRATE. WOOD BUCKS FOR REQUIRED LOCATIONS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X EXTERIOR OPTIONAL AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED a LAMI IG EXTERIOR GLASS TYP. ANCHOR TYPE, 7 ALSO SEE FIGURE 1 BELOW. TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND EMBEDMENT AND a #6 X 1-5/8" BUGLE -HEAD INSTALLATION IS THE RESPONSIBILITY OF THE EDGE DISTANCE PER 51 SMS, 2-1/2" FROM EACH ENGINEER OR ARCHITECT OF RECORD. MAXIMUM 41 SUBSTRATE, SEE - END & 13-1/2" MAX. O.C. SHIM THICKNESS TO BE AS REQUIRED BY TABLES 31 TABLE 1, SHEET 1. 3-8, SHEETS 5-10. DETAIL I r-RaDucTaPvissD REQUIRED AT CURVED HEADER s COMPlYing with the Fdmida 3 EACH ANCHOR \addesig C"d, ccepian, - LOCATION FIGURE 1: REMOVE 1/2" MAX. SHIM Revised By: Date: Revision: ��nra at ` (� By ° Dade Product Cozy aRevised By Date: Revsion' ° EMBEDMENT = - 5 ® Description: Drown Ey: CONCRETE/CMU PER a ° " EDGE _ G( VERTICAL X -SECTION 1070 TECHNOLOGY DRIVE Title: J ROSOWSKI Date: ANCHOR REQUIREMENT DIST. PARTS#5&#6 MAY ALSO BE - N. VENICE, FL 34275 STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 DETAIL H USED IF FIELD -MODIFIED AS P.O. BOX 1529 SHOWN ABOVE. NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. Rev: INTO MASONRY A. LYNN MILLER P.E. CERT. of RUTH. #29296 SS -3500 NTS 13 OF 16 MD -3500 -2 -LM P.E.# 58705 40 6 2X WOOD BUCKSTRIP OR 41 FRAMING, SEE ANCHOR EDGE 1/4" NUT & BOLT, 24" NOTE 3, SHEET 1 F� DISTANCE MAX. FROM EACH END AND 24" MAX O.C. 2 PTAC LOUVER & WINDOW INSERT NOTES: EMBEDMENT DETAIL J 1 I 1. REFER TO SEPARATE WINDOW APPROVAL FOR ALL p PTAC INSERT J PRODUCT REVISED WINDOW INSERT REQUIREMENTS AND INSTALLATION. 1/2" gwith es cturnp3virg o✓a�i0s Sfax F[arida REFER TO PTAC LOUVER 2. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY MAX. 1.750" DETAIL N A^;eptes:ie ( -0 APPROVED PGT WINDOW WITH A FLANGED FRAME. WINDOW INSERT Ex ra mjn Data APPROVAL FOR LOUVER INSTALLATION REQUIREMENTS 3. REFER TO PTAC LOUVER APPROVAL FOR ALL PTAC LOUVER REQUIREMENTS AND INSTALLATION. _ a A— —_ 4. IF COMBINED WITH ANOTHER ASSEMBLY WITH A `rl SEPARATE APPROVAL, (PTAC LOUVER OR WINDOW II PGT FLANGED WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW '� ---- ���,I �I ll (AWNING SHOWN), REFER TO SEPARATE APPROVAL FOR O BE THE DESIGN PRESSURE FOR THE ENTIRE a �`_�_ INSTALLATION REQUIREMENTS Y `— L°� SHALL „ U) ch 7 a PTAC LOUVER, REFER TO SYSTEM. _ r SEPARATE APPROVAL FOR �', '' INSTALLATION REQUIREMENTS INSTALLATION NOTES: a O O 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, .. �L��_�I... 2 O � a}oQ '�_� �.;� FOLLOW EMBEDMENT, EDGE DISTANCE AND ( T J j��, REMOVE GLAZING LEG AS SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET EXTERIOR REQUIRED FOR PTAC 1. ANY INSTALLATION OPTION SHOWN MAY BE I�' 11:11� W J ,� H LOUVER INSTALLATION USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR �I i 0 iL'j' I c,�, % J N HEAD TYPES ARE ALLOWED. ^N A N LL UMOJQ O T 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO (( _ Ir 'i-_� ���I 1/4" NUT &BOLT, 24" (DN r w � _ -- - BE CONSIDERED 1X INSTALLATIONS. 1X WOOD _ �r" _-__ --- s MAX. FROM EACH Q M 0 M 3 1.750" BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS ----- ----- _ �r — =_�-"' _ END AND 24" MAX O.C. J m co O LL N J O Q 1/2" MAX. '-; �' r Z Lo LL O W SHIM DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X - — — = W AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED U () X C) �Ma TO PROPERLY TRANSFER LOADS TO THE EXTERIOR 1 DETAI L O zm p 00 co ° T STRUCTURE. WOOD BUCK DESIGN AND WINDOW INSERT o W Y .— h % DETAIL K INSTALLATION IS THE RESPONSIBILITY OF THE Q O � 0) 0 PTAC INSERT EMBEDMENT _ ENGINEER OR ARCHITECT OF RECORD. MAXIMUM ,� B 1 `J Z d Z O O ,1L ° 1 " °EDGE SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8, SHEETS 5-10. 2 0 Z_ " � >> a CONCRETE/CMU PER /I ® J V% W ANCHOR REQUIREMENT DIST. m Q)— Z 1 PGT FLANGED WINDOW 2 6 W 0 aZ y 1.750" 1.750" (AWNING SHOWN), ¢ O 1/4" NUT & BOLT, 24" 1/4" NUT & BOLT, 24" REFER TO SEPARATE1 OLL F W O MAX. FROM EACH END 2 MAX. FROM EACH END APPROVAL FOR W M AND 24" MAX O.C. AND 24" MAX O.C. INSTALLATION REQUIREMENTS c7 z � REMOVE GLAZING LEG AS 40 REQUIRED FOR PTAC LOUVER INSTALLATION " Ili 4� _ - y+` DETAIL L PTAC LOUVER, REFER TO EXTERIOR SEPARATE APPROVAL FOR DETAIL M DETAIL P ',----REMOVE @ WINDOW INSERT EXTERIOR DETAIL Q y/ PTAC INSERT INSTALLATION REQUIREMENTS PTAC INSERT WINDOW INSERT WINDOW INSERT A. LYNN MILLER, P.E. P.E.# 58705 GLASS STACK GLASS STACK ANNEALED 1/4" HEAT- SILICONE SILICONE1/4" HOT -MELT BUTYL GLASS STRENGTHENED STRUCTURAL .090" SGP 1/4" ANNEALED GLASS 1/4" HEAT- .0901, PVBSTRENGTHENED STRUCTURAL 1/4" NOM SILICONE 3116" NOM. GLASS 42 GLASS 42 POLYISOBUTYLEN WITH DESICCANT . WITH PRODUCT REVISED as comply with the Fl�trda F . B DESICCANT 4uiiding Code r�.cc.�IngCdha lro-C)JO�, L� 3/4"GLASS 41 40 3/4"GLASS 41 40 INT. GLASS INT. GLASS �_ ,saix>n Plate at BITE BITE i 30 30 e3y r:ratiain . aae erode�cs ConOa�s-' ti GLASS TYPE A GLASS TYPE B EXT. GLASS EXT. GLASS 36 KODISPACE® 4SG TPS 37 SUPER SPACER® NXT TM^aa N O 04 M o 1-3/16" I.G. O aP°Q 9/16" LAMINATED GLASS STACK y 9/16" LAMINATED GLASS STACK ALUMINUM REINFORCEMENT W --) 1 J 1/4" HEAT- GLASS STACK 1/4" ANNEALED POLYISO-fNT FILL AREA > i �S umo�Q STRENGTHENED GLASS 7/16" AIRSPACE BUTYLENE 5/16" NOM. K J N O GLASS 1/4"HEAT- 5/16" NOM. SEAL SGP .090" SGP 1/4" TEMPERED LICONE SEAL D Lo r Q HLo .090" STRENGTHENED GLASS BUTYL& O N N W M 1 42 GLASS ; 42 ANTROLL-FORMED DESI FOAM M � STAINLESS STEEL M J— 3/4" GLASS 3/4" GLASS 41 INT. GLASS J O O O LL N J O Z U) LL m Lu BITE 41 40 BITE 40 INT. GLASS = W F oN —(ji O () X — LLJado (n sme 30 31 47 F W col O o > 1' r GLASS TYPE C GLASS TYPE D EXT. GLASS GLASS O Z d m > LL . zz > 0 O 38 DURASEAL® SPACER 39 XL EDGETM SPACER o Lr JZ iaa45 1-3/16" I.G. 9/16" LAMINATED ��-- GLASS STACK —� 1-3/16" I.G. 9/16" LAMINATED ISI GLASS STACK Ll Z z GLASS STACK GLASS STACK 0 O 71°a5 1/4" HEAT- 1/4" HEAT- LL STRENGTHENEDSTRENGTHENED z LL O GLASS 7/16" AIRSPACE GLASS 0 7/16" AIRSPACE O W Lfi .090" PVB 1/4" TEMPERED .090" SGP 1/4" TEMPERED Ir Q M GLASS GLASS v J (n 1 42 1 42 Q9 U apilasaQ 3/4" GLASS 3/4" GLASS 41 sauag BITE 41 40 BITE 40 31 47 31 47 GLASS TYPE E GLASS TYPE F NOTES: 1. GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED SIZES. "PVB" = .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. A. LYNN MILLER, P.E. "SG" =.090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. P.E.# 58705 FOR CURVED C HEADERS, CI MAY BE W1 50 ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR FOR CLARITY, HORI e EXTERIOR 5.000" .969" 1.000" 2.750" .094" 1.750" 094" OFRAME HEAD, SILL & JAMB 4.192" .094" OFLAT .342" SNAPCOVER 4.798" 2.908" 1.121" 062" SO BEADING A ....094„ 1.653" OANCHOR CHANNEL TABLE 10: 4.192" .125" .094" .454" OGLAZING ADAPTER 2.185" � ��y( 1.462"'��� 1.121" .062" .121" II 062"{u�- 6O BEADING B O BENDABLE BEADING 5.000" .969" 1.993" 1.000" .094" .094" 1.7 OBENDABLE FRAME HEAD & JAMB Part Drawing Description Material 1 19501 Frame Head, Jamb & Sill 6063-T6 Alum. 2 19502 Glazing Adapter 6063-T6 Alum. 3 19505 Flat Snap Cover 6063-T6 Alum. 4 19509 Aluminum Reinforcement 6063-T6 Alum. 5 19503 Beading A 6063-T6 Alum. 6 19504 Beading B 6063-T6 Alum. 7 19573 Bendable Beading 6063-T6 Alum. 8 19571 Anchor Channel 6063-T6 Alum. 9 19572 Bendable Frame Head and Jamb 6063-T6 Alum. 10 19532 Steel Reinforcement A36 Steel 30 1652 Setting Block 3/16" x 7/16"x 4", Duro = 85 +/-5 EPNi- 31 1704 IG Setting Block 3/16" x 1-3/32" x 4", Duro = 85 +/-5 EPDM 36 Kommeding KodiSpace 4SG TPS Spacer System 37 Quanex Super Spacer nXr with Hot Melt Butyl See Sheet 15 for 38 lQuanex Duraseal Materials 39 Cardinal XL Edge Spacer 40 13144 Glazing Gasket, Beading, Duro. = 65 +/-5 EPDM 41 61823 Glazing Gasket, Glazing Leg, Duro. = 80 +/-5 Santoprene 42 Silicone Backbedding: Dow 791, 995, GE7700 50 712X112 #12 x 1-1/2" Hex Washer Screw, Assembly Stainlessisteel 51 761358 #6 X 1-5/8" Bugle Head Ph. Screw, for Cursed Beading Stainless \wJJ NOTES: 1. PARTS 11-29,32-35, & 43-49 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2. SEE SHEET 11 FOR PARTS 4 & 10. -1ptvipg with the Florida sd g x:ode p =f ^stce N0 G -O OJ.0