Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSDATE: •� >� RECEIPT: PERMI, .UMBER PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 /V 72) 462-1553 S cBY �® (� t. Cu��e County APPLICATION FOR REPLACEMENT OF !`fir WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS „ 1. LOCATION/SHE ADDRESS: //W 7- 2. PARCEL ID NUMBER: �/ q ,? 6 3. DESCRIPTION OF PROJECT OR WORK 4. TYPE OF STRUCTURE: MOBILE HOME 5. OWNERS INFORMATION _ Name: L S U 7% L Address: City: G Stater_ / Zip: ' / Phone: S 6. CONTRACTOR'S INFORMATION FL Reg(Cert #: rBws - OO Z County Cert #: J(yl�' 5i � Business Name: Phone Number. Email: Email [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ FEES DUE: [J OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating c and zo ' g. 7 SI N TURE OF OWNER OR CONTRACTOR/QUALIFIIER RINT OWNER OR CONTRACTOR/QUAIPIER NAME STATE OF FLORIDA, COUNTY OF WLED FOR DAY OF 20 1 a , BY- iSIGATURE PERSONALLY KNO`I WHO HAS PRODUCED x;, AS IDENTIFICATION. rti 1'�'1�i'(c7 P OF NOTARY TYPE OR PRINT NAME OF NOTARY sinSuA��v P. 11 DAWN MILONE TITLE• NOTARY PUBLIC CONIIVHSSION •5 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMNCEMENT MAY RESULT°IN YOUR TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER' YOUR NOTICE OF COMMENCEMENT. It• r MY COMMISSION # DG 852587 EXPIRES: Now 22, 2013 r ST. LUCIE COUNTY Vinyl Siding . INSTRUCTIONS Please complete all 'information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application,for replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ...................... ...................... Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ............................... ........... ............. Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed.,' 5. CONTRACTORS INFORMATION: .................................... Indicate the Stateiof Florida (if applicable) and St, Lucie County contractor's registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate thetotal value of the work to take place. Total cost of . construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St: Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M each business day. No applieations will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC JOSEPH E. SMITH,.CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3696851 it BOOK 3382 PAGE 2421, Recorde,'-,A/24/2012 at 11:21 a. NOTICE OF COMMENCEMENT Permit No. State of Florida County of St. Lucie Tax Folio No. 7 M 80s— 61— �� The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida the following information Is provided in this Notice of Commencement. Le I Description of Property: (and str et address if available): Scuf lf3—AcT, l—t ) A/Om /�d9C� —PClir -d'— Swr�-'T�3/�i U/1�4Yf_fll✓/i3P mfc General description of improvement: Gv�Aid Dil DUhGG/�lF�✓T� /0 ✓��Gr%S owner info don or Lessee information if the Lessee contracted for the improvement: Name / A� tlT Address r� C 9O Interest in property: of7C / G t 0 �h/CCf Name and address of fee simple titleholder (if different from Owner listed above): r Contractor's Name: ContractorAddress: / Phone Number: %ice^O Surety (if applicable, a copy of the payment bond is at ed ,iCmnt of d: $ Name and address: ^+��. •' —Phone number: Lender Name: V / 1 e mber: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(1) (a)7. orida Ttotes: �1 �t W.- �O, / /wiz_ Phone Npmber:-/ Address: ' / _n �,/ In addition to himself or herself, Owner designates �/�r//UL ` h/� _ 02/& to receive a copy of the Lienor's Notice as provided In Section 713.13(1) (b), Florida Statutes. 777 Phone number of person or entity designated by owner: %} 33 Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTfHYOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty o ry'ury, I clare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowle d belief (Signature of 0w 'or Lesssee,, or Ownefs or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing Instrumenttwas acknowledged before me this, day of , 20LTi By %T r- as for e of Person Type of authority (e.g. officer, trustee) Party on behalf of�whom instrument was executed rsonally known ✓or produced Identification_ e, L�18RIE C. SNYDER Ign of Notary li State of Florid Notary Publk - State of Florida { ype, or Stamp Gomm(ssioned Name f- t i(Ay Comm. Expires Aug 1, 2013 of Identification produced n4'f• .` Commission N DO 911387 .. STATE Of F.LOMI)k ;_.....-._... I. ST. LUCIE COUNTY THIS IS 0 r RTIFY TTF S ISA •i'RUEA d. C .('IRE' Crr Y .FT J ", rMIT G ER Date- r 5frllj THE M IAM I-DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Avww.miamidade.gov/pera/ 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the -expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ' DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.14!i[:1<:"� APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminpm.Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logq,..city, state, model/series, and following statement: "Miami -Dade County Product Control Approve'i', urilss otherwise noted herein. 'a RENEWAL of this NOA shall be considered after a renewal application has been filedtin,Tu57tfre has been no change in the applicable building code negatively affecting the performance of this prod TERMINATION of this NOA will occur after the expiration date or if there has been. *70on or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA, as dorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0819.05 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No.11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/20/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per'FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28-11, and addendum letter dated 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT. Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and ' ing on 05/26/16. 4 MAfi—ej Perez, P.E. Product donty6l Examiner NOA No.11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE [—OPENINGWIDTH FORVERTICAL MULL ARCHES TO BE MULLIONS —� SEE DETAILS INSCRIBED INSIDE / A-D,G,H; ECTANGULAR SHEETS 2J SHAPE III III JIII��♦ SEE DETAILS SHEETS 2-3 Y / III __ 1 ATHDETAILS RUQ SHEETS 2-3 VERT. \ OPENING MULL HEIGHT LENGTH FOR HORIZONTAL SEEDETAILE, MULL SHEET FENESTRATION PRODUCTS MAY BE OF ANYTYPE. MUST BE / III MANUFACTURED —,II_— BYPGT. /SEE DETAILS HORIZONTAL A.D,G,H; MULL SHEETS 2-3 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL 'I LENGTH I' OPEMNG HEIGHT L OPENING WIDTH --I P .-T HEIGHT � MULL FOR LENGTH L y Y p HORIZ. MULJL SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP, 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. 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 IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. (--HORIZ. MULL LENGTH,( 17 VERT. MULL LENGTH �JII, OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE-7 STANDARD, 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR'TRIANGULAR/TRAPEZOIDAL-. GENERAL NOTES .......................... 1 INSTRUCTIONS ................. _.......... -1 ELEVATIONS .................... -............ 1 MULL TO 2X WOOD ........................ 2 MULL TO 1X & MASONRY ............. _ 2 INSTALLATION NOTES .............. _. 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD .................. 3 MULL TO MULL ................................ 3 ANCHOR SPECS................. - .... _._. 3 ALTERNATATE CLIPS ... - ................4 BAY MULL INSTALLATION..............4 1 X 2 X .126 MULL SPECS...............5 1 X 2 X .375 MULL SPECS...............6 1 X 2.75 X .375 MULL SPECS._.......7 1 X 2.75 X .65 MULL SPECS ............ 8 1 X 3.125 X.600 MULL SPECS........9 1 X 4 X .125 MULL SPECS...............10 1 X 4 X .376 MULL SPECS...............11 1.25 X 3.188 X .265 MULL SPECS...12 2 X 4 X.25 MULL SPECS ................ 13 2 X 6 X.25 MULL SPECS ................ 14 1.26 X 2.11 X .125 MULL SPECS.... 15 30" X 325 BAY MULL SPECS.....-.. 16 46" X 325 BAY MULL SPECS......... 17 MULLION & CLIP DIMENSIONS...... 18-20 EXAMPLES 1 & 2 .............................21 LOADING EXAMPLES.._- ................ 22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT-) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT2) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE)ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY ILBSNV) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT21 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 B) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as complying with the FWda Ruilding Code A=ptnnce No 11-•Og22.0 '� t�\IIIIITj/! '. No, 58705 o a i3E�01 g ; SSIONPL A. LY041min"E133.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) SEESHEETS 18.20 FOR HOLE LOCATIONS EDGE DISTANCE a ° FOR WOOD SCREWS S60' MAX —FOR ALL MULLIONS SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRYANCHORS. DETAIL B: MULLION MULLION ATTACHED TO IX BUCKSTRIP TYP.ANCHOR i WOOD BUCK AND MASONRY AND PER SUBSTRATE, o7j ATTACHMENT SEE SEE TABLES IB-109 (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, SHEET I. F .B MIN 2.7 KSI .n .: • ' •^. ,'• .i. EDGE G I I ' , i CONCRETE OR CMU'' ' "I • • I DISTANCE, J ° „i F--FSEE SEE TABLES EDGE DISTANCE 18-10B I. a FOR MASONRY I I I ANCHORS LU Q O i SIDE VIEW to z a a.; o IS co e ISEITHERTHE STANDARD OR 5 U m ° ' c A. OFFSET MULL Z g •. CLIP MAY BE EXTERIOR a INSTALLED BY EDGE ° THIS METHOD. J U) S c� DISTANCE ° 4 '" Q ? `- FOR ° ° .qd _ ~ Z Q m MASONRY ANCHORS a N - 2 TYP. ANCHOR PER SUBSTRATE.°'? SEE TABLES I15-1013 BUCKSTRIP ^ T AND EMBEDMENT' •� `•' ''� •w� %. 1�•• BY OTHERS, •..{•,;,� I .. SEE NOTE I, J". .• SHEET I. MIN2.7KSICONCRETEORCMU PRODUCT REVISED av compiyht with the Flmida FRONT VIEW Building Code Acccptonco No " Ex %imtion Dato �:.. By Mium' Dade Product 111111i11!! '•,'P �� tGENSE * • NO.58705 11 o'. I) 30 T EOF 10 ';�� A. LYffNIWLLeR, P.E. FL P.E.# 58705 MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B1108 FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW I �i EXTERIOR DETAIL E: —I .125,MIN. MULLION TO MULLION INTERSECTION (U-CLIP) VARIES TOP VIEW VARIES c LINTERSECTION U-CUP FRONT VIEW NOTES: 1) MAY BE INSTALLED IN "TEE' OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. 012 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS v. MULLION EXTERIOR i SEE SHEETS 16-20 FOR \ HOLE LOCATIONS EDGE DISTANCE SEE TABLES JB_108 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-105 � �E ` MULLIO FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BU CODE, A 2X WOOD BACKER MUST USED ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5.17, FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT REVISED as complyirfg with the Flmlda Building Code A, PI No Ex "0"on Rate By Miani adeProduct 'n �1111........ FN * No.55705 t 3 dl� '�ATE F :• X" FLOR\OQ: •'�U'� �'� SS�ONAL �..`. A. LYNIJIt, it IER, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A•E, /- SHEETS 2 AND 3 FOR INSTALLATION X TO SPECIFIC SUBSTRATES. STANDARD MULLION CLIP -MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR (D SIDE VIEW SHOWN WITH 1'X4'X.125- MULLI6N STANDARD CLIP TO BE MODIFIED IN -FIELD. I I I I EDGE I DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE SAY OR 1.2V' X 2.11- X .125' MULLION. 2) SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O O TOP VIEW DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) O O O O TOP VIEW I I I I I 7YP. ANCHOR I I PER SUBSTRATE, I I SEE TABLES 12B OR 13B I I I TYP. ANCHOR I I PER SUBSTRATE, I I I EXTERIOR SEE TABLES IB•110 ID 1W 1 I I I 2• X WANGLE CLIP, I I 2 PER MULLION END, MUST BE I I I INSTALLED INSIDE OF BAY MULL. I I I I CD II I 1 I II I I O II I I I I 2'X 5'X.125• I I I I ANGLE CLIP, 2 PER MULLION END, /I I MUST BE IN I INSIDE OF MULL. EXTERIOR INTO WOOD. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-11B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. PRODUCT REVISED U Coln"Art with the FiorddB - B.I.hBCode �WA \\\\'o V(NN 41/1(/ ►� : NO.58705 o OL II �lu; ��O'.• ATE A. LYR, P.E. FL P.E.# 58705 TABLE IA Mullion Capacity Table Ibsife) Opening Width (for verticallyspsnning mullions) or Opening Height (for horizontally -spanning mullions) 501n 001n 701n 60 In 801n 1001n 120 in 1401n 1601n 1 x 2 x.12b Rectangular Loafing Rep/nleng. Loading Rectangular Loading Trep Tdeng. Loading Rectangular Loetling Tmp/Tdang. Loading Rectangular Loading TraNTdang Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading TmpTdnng. Load 9 Rectangular Loading Trap/Tdeng. Loading Rectangular Trep/Triang. Rectangutar Treprrdang. Alum. Tube Mullion SIS 3 k Z' �$g (ay" n a $ u d� B. Loading Loading Loading LwtlirlB ci?�y_ O ci ci cia 1i ci^ L=�i 5 f4 3 c c E ¢o: a f� a`rc �o Q Ems• ¢`rc�' so �a �� a`rc �i 3I5 gi 421n 111.9 408 129.5 332 93.2 408 115.5 325 79.9 4G8 107,8 321 69.9 408 104A 319 62.1 408 104.0 310 55.9 408 f04.0 319 46.0 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 310 481n 74.9 312 83.8 250 02.4 312 73.4 252 53.5 312 67.0 248 48.8 312 63.2 246 41.8 312 61.3 244 37.5 312 01.0 244 31.2 312 01.0 244 20.8 312 81.0 244 23.4 312 61.0 244 60.625 in 63.9 281 70.6 234 63.2 281 81.5 228 45.0 281 $5.7 224 39.9 281 52.1 222 35.5 281 50.1 220 91.8 281 49.3 210 26.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 641n 52.6 247 57.5 207 43.0 247 49.8 '202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 247 38.4 193 21.0 247 38.1 193 10.8 247 38.1 103 16.4 247 38.1 103 d 601n 38.4 200 41.2 170 32.0 2DD 35.4 165 274 200 31.6 163 24.0 200 28.9 160 21.3 2W 27.1 159 19.2 2W 25.9 157 16.0 200 25.0 156 0 631n 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 28.9 1 99 20.7 181 24.5 148 16.4 181 22.8 144 18,8 181 21.7 143 881n 26.8 185 30.6 142 24.0 165 Ml 139 20.6 1W 23.1 131 18.0 105 21.0 134 721n 22.2 Ise 23.3 1. 18.5 139 19.0 118 15.0 139 17.5 lie 781n 18.9 125 18.7 109 15,7 125 16.8 107 YAcr 78In o 40 17.1 118 18.2 104 Anchor Capacity Table (Ibs) Substrate: 2.7k Concrele 3.5k Co.. Hollow CMU Filled CMU PTWood I Metal Anchor Clip Patterns Anchor Type: 3/18' Elco l2trewn 1/4" Elco Ulirecon 5/1V Eico Ullracon 3118" Elco Ultrecon 114" Elco Ullrawn 1/4' SS Elco gggreGalor 5116" Elco Ultmcon 1/4" SS Eloo AggreGetor #10 Steel Screw (-el 412 Steel Screw (G5) 012 Steel S 12 (GS) Edge Distance (In): 1' 2-11T 1" 2-1/Z' 3.1/8" 1' 2-1I2' 1° 2-1/2' Y 3N8' 7 04g" 0.64' 0,324" 2 Anchwa ®4.76" MIn.O.C. Embedment on): / Stmdard aOBaet Clip (Fig. 1): 1-3A' 390lba 13/4' 300 IW 1.3/4' 460 lb, 1.1/4" 890Iha 2" 1-ilb" Z701be 1.114" 28D 16a 3691bs 1-71a° 7401bs 1-1/4" 48816s 1-114" 66411 7 11821be 1.3/8- 320IDs 1.3/6' 4201bs (see note 4) 5801Ds4 AnchoN (� 1.16" Mln. O.C. / SlendeN (or Ousel) Clip (Fig• 2): 480lba 7001be WA WA WA 38D IDs WA WA WA WA WA 8$210s 8901bs 11201bs4 Anchrs (� 3' Min. O.C. /(2) 2x6 AnAle Clips / (FiB• 3): 7801hs 7801ba BBO lbs 1660 Ibs 69016a 5601be WA 7B0Iheibs680Ibs 23841ba 852Ibs 84016e 112016e2 Anchors 43 OAV Min. O.C. / U-Clip, into 118" Alum, (Fig. 4): WA WA WA WA M1644 WA WA WA WA WA WA WA WA WA 7161bs 1 Aneher/ FLlip (Fig. 5): 1951ba 195 W 225lbe 4451ha 135lbe 1401be 1771be 3701bebe 280 lba 2AnchMO1.15"Mln.O.CJF-Clip(FIB•6): 2401De 35010e WA WA WA 1801bs WA WA NIA WA WA 3281bs 4201be 66010s NU I E: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: 0 FIGURE 3: 107 - 0 1 F ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • • O • 10 ANGKUK UAYAGI I T ADJUSTMENT FORMULA: (D) X ANCHOR CAP..,-',-), , _ANCHOR CAR ", MULLION CAP ,_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PRODUCT REVISED ns complying with the Flerlda / - BuildingCa'da I! ) Acccpt=CCN04l 1 a_ \,\%' o LYNN 44� ` No. 58705 I'' 1� !Y i --a•' � 191 11 : • Lu ST TE OF .• /SS/pNA\- A. LA MILV9R." P.E. FL P.E.# 56705 TABLE 2A Anchor Capacity Table (lbs) SuWudo: 2.7k Concrete 3.6k Cone, ollow CMV I Filled CMU PT Wood Metal Anchor Clip PaIiBFFe Anchor Type: 3116' Elco Ntrewn 1/4' Elm Ubrecon 6/16• Elco Ullrecon 3/76" Elm Ullracan 114' Elm Utrecw 114• SS Elm AggreGelm 5116- Elm LAtremn 1/4" SS Elm AggmGator #10 Sleel Screw (G5) #12 Steel Screw (G5) 012 Steel Screw (GS) Edge Dletanee(in): 1' 2-112' 1" 2-1/r 3-118' 7' 2-1W 2' 3.1/8' 2' 0.48" 0.54' 0.324° Embetlmerd gn): 2 Anch= @ 4.75' Min. O.C. / Standard or Ortael Cllp (Fig. 1): 4 Anchom Q 1.16MIn.O.C./ Standertl (or OrtceQ Wp(Fi2): 4 Anchore @ X Min. 0.0.1(2) 2.5 Angle CUP, / (Fig. 3): 2 Anchor.0As' Min. O.C. / ll-Clip, Into 1fB' Alum. (Fig, 4): 1.3/4' 38D Ins 4B0Ibs 780IDs WA 1B61hs 1.3/4" 3901bs 7001bs 780 Ibs WA 1.314' TM Iba WA 680 Iba WA I-T4' 69D Ibs WA 1560 lbs N/A 2' 1844lbs WA 18961bs WA �27D 640 to. WA �Iba= fi60 the WA 1.114' 3541bs WA WA WA 1.114" 7401ha WA 7601be WA 1.1/4' 48B Wa WA SW lbs WA 1.1/41 6841bs WA BaD lbs WA r 77821ba3261ba WA 236416s WA 14#8° 6521ba 6521be WA 7.1/6' 4201ba 8401ha 6401bc WA (aae Foie 4) 660Ibs 11201bs 11201ba 7101bs 1 Anchor/ F-Clip (Fig. fi); 196Ibe 22fi lba 445Iba B221bs 1361bs 14D Ibs 1771be 37016s 234 Ibs 33210s 6811ba 1631bs 210 to, 2B0 Ibe 2Anch..(21.lWMln.O.C./F-Clip(FIg. B): N(lTF• FrIO — rI.... T 1, — . rcc +u� 240 [be S501na WA WA — WA WA 1901bs WA WA WA WA WA 32016a 420 Iba 5601bs uviL m—vn F r ERN AND ANCHO 1 VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„) X ( ANCHOR CAP.-f'-' _ANCHOR CAP.,,, `MULLION CAP.,,,,,,,", USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: PRODUCT RE • TABLE NOTES: as complyingwilh the Fltlrlda Building Code If 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Acceptance No O 1, T 0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. —j 1.000" j-- Ex imtlo Dale - y 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. BY FIGURE 3: Miami ado Product 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN 2.000" NN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. \��� aNV L ANGLE CLIP MUST BE USED IN PAIRS. `� �•c�,••'�tCENSF '••F'P 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 7k No. 58705 �T YELLOW SOUTHERN PINE WITH AN SG OF 0.55E ALUMINUM SHALL BE 6063-T6GAUGE). AND R A MINIMUM E TO 1"X 2" X .376" MULLION - �C� _ l I I I THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .SHA THICK N GAUGE). STRUCTURAL STEEL TO BE AT .O Q r 3 b f,ti 9 _ � � lug �I �I • LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ���'•,• STA E OF _4� ONAL ,, A. LYNtJ MILLER, P.E. FL P.E.# 68705 SOLOS #'3'd Id '9'd'a3TllW NYATV ��7 • 50195 'ON V : � ` .WnpDld9pa0 wvlW LQ _ g� , 91vC(uo]lvnd 3 % 'O• ON 00mid»aV t ap08mpl!e8 eP;Wlg all) gl)MiXidum su X = Zo 0 �Lxn;a NIXN� 'lVIH31VW 3H1 N0I11M.9Ls' X.9L'Z X.L ONOA38 SOVBNHl AAB80S 9ISV31 IV ON31X3 IIVHS 1tl13W O1NI SHOHONV IIV'9EV ONV NOIHI.SZI' 1SV31 ltl 38 O11331S I11Nn10L1H1S'(39nV9 90 N3IHI.960' ONV EE 3OVN9 WnWINIW V 38 Ol SOn1S 1331S'N0IHl L .SZL' d0 WnWINIW V 38 ONV Sl-E9O938IIVHS WnNIWnIV'99'0 i0 9S NV H11M 3NId Nu3HlnOS MOl13A .SSE' 031V3u13unSS31fd 3871VHS OOOM'06-0 W1SV Ol WHOAN00 livHS (nW0) IINn NOOIe 3I3HONOO O31lld-1nON9 ONV MOIIOH 'SNOI1V3Id103dS LOB IOV Ol WHOiNOO IIVHS 313N3NO0 :S3lvu1S8nS (b 'OZ-91, S133HS NO NMOHS SNOISNMIO 9NIMOliw 0131i 3H1 Ni 0311WO 38 AVW 33IOH'SEIIOH 03SnNn NIVINOO ONV 03NIHOVW ANOIOVd 38 AVW SdI10 NOIIInW 11V .09L'Z 'OZ•OL S133HS 33S'SNOISN3WIOlOVX3 HOi'31VOS 01ION 3HV NMOHS SdIIO NOnInW ONV NOIIInW (E 0 '319VMOIIV SI SHl01M 9NIN3dO NO/ONV SHION31 iim N33M138 NOUVIO&MINl NV3NIl (Z 'SOOHIM N011tll-IVISNI IVIMNE10 NOi b-Z S133HS 33S 'ONIOVOI NO NOIIVWNOdNI HOi ZZ 133HS ONV S318V13Hl ON= NO SNOl1OnHISNI NOd L 133HS 33S (L Oon .8310N 3ISV1 '3IBV1 AllOVdVO NOHONV 3H1 WONT SNOIldO uOHONV IVNOIIIOOV Ai1IVn0 Ol O3Sn 38 AVW HOIHM A11OVdVO uOHONV WnWINIW V 0131A 111M ll'NoninW 03I0313S 3H1 i0 (318V13"1 WONT) AlIOVdVO NOIIInW 3H1 NVH.L 83MOl SI 11 N3HM '9NIN3dO 3H1 NOd 1N3W3uln03N 3Nf1SS38d IVn10V NV 019NI(INOdS3HHOO.O3NInO3u W0VdVO NOHONV. 9H1 NIVIBO Ol V1nW8Od SIHI 3Sn °'"'dVO NOHONV = ( dl NOIIInW X ( ° d0) `'""" '.T NOHONV LVInWNOi 1N31N1Snrov Alm dV0 NOHONV LZ 133HS NO 3ldWVX3 3H1 NI 03Sn 3uV S3nivA O3lnNln In7nNHnNNICaL41 CH :93unoii :93Nf191d 443N(191d 'SHIVd NI 03Sn 381Sf1W dllO 31ONV 10 �Te :E 3un9ld 0 9 0 0��o '01107 — :z 35591d t 3Nn01i eg1099 sql OZb I sg18ZE tlM tlM tlM tlM tlM sqI OSL tlM tlM 1 VM tlM ag105E sg104Z gnu. avn -:ILUN :(9'812)d1lo-d f0'O'u1W .Sl'L�s✓oYoutlZ sqI Ogg aql OLZ sg1E9L eql Lag aqI ZEE sg14Ce sql ote sql LLL sql Ott SM SCL sql age aql Sbb eqf SZ9 aql 98L sql SeL :(9'8W)dg0-d i-4=V L - M9LL VM tlM VIN tlM tlM tlM VIN VIN VIN tlM I tlM VIN tlM tlM :(4'Bld)'wnitl.O/L 01u1'dllO'n!'5'OVIW.94'OODalogpuVZ agI0L1{ eg1068 sqI Z99 sqI p9EZ sg1089 M 9C8 ag1091. V/N MOSS sqI OM sql 968L sql M, aql OB9 eQl oeL sqI OSL :(C '81d) / edllO al8utl SIQ (Z) /'O'O'uIW iJ voyouy O sg10ZLL sg1049 sqI e99 VINtlM tlM VM tlM eg109C tlM VM YIN VIN 0OL egI086 .E $Z •Bld) d9O (lesyO ro) pepualS /'O'0 *-IW a slogouV 4 sg1092 sql Up sqI 9LE sgIZOLl MOSS sg1894 aql SOL -M Pee sgI09 sqI OGZ sg1469L sql 069 sg1096 2g106C egl ass .SL'L :(L'BId) dLYJ lasyp uo plepualS /'O'O'u1W.Sllr2).ogoutlZ (0 alou eae) .B/E-L .BR-L .Ziv& .,bll-L .4/L-L .4/L-1 .VA-L .VA-L ,Z ,VM& XC-L .416-L „4/E-L :(ull luawPagw3 "bZE'0 .49'0 .zz „Zll-Z .L .Z/l-Z .L BA-C Z/L-Z L,Z/L-Z L :(uU aoveislO eBp3 (90)Ma S 1ee19L19 (90)M 39 pWSZLd 4z.��Ld ioleOaroI.DWOOV oo135S.13ss.4lL U.—llflo uoowllfl ool3.eLlEuo9en87 o013 .9t15 uIR.91) oo13.4/l umaUlnool3.9L/E :adLlmYouy11 SWB a dl13.41E d IOla4mV IaleW Pooh Id nvo Pallid OWO i 110H ro 3 We OMMO0 NrZ :alollsgnS (eg1)elgel f4loede0 LoyouV M B'LL VOL BILL uI OZL Bel 9.9L Sla 8'SL Lot VOL SLZ 9'BL VOL L'M SLZ LZL ul ILL S6L 0'8L LZ l'9L %L O'BL LZZ C'LL LOZ 9.OZ LZZ Z'OZ 90Z I.- -a a- ul 801 age 6'8L LBa 0 1 Lea VOL Lee Z•LL ove 610z Lea L'8L bbZ t'fL Lea BILL SM 0'9Z 48Z 9•09 Z9Z 6'6L Lee L78Z L9Z b'S6 LBZ b'bE u198 Sz vol LLC 8'OL Z9Z 03a LLB 4'LL 89L L'EU LZC WOZ LLZ L'93 LZC Z'EZ 9LZ E-93 LZC Ver %Z 9'LC Lae e•en age b'eE LZE B'bE Sea L'Eb Lae SILO Ul as on Z'ZC L'aL Los eze SC4 8'ZZ 44C b'4£ gEb 9'9Z LS£ LIS Sep L'ZE SSE WOO SEb L'SE B9E L'bb SEb V06 age WOO SEb 6•SO OLE 9.99 SEb a.C9 Lee 0'L9 S£b Z'69 ul 9L BSE L'SE L'lZ 69E 0.9E 996 9'bl Z9f L'L6 090 6'9Z 99£ 930 99b L*K BLC 9'64 896 Ole BCE 9.90 896 O'EO SBE V09 89b 9.86 ass LIS 99b OILS ODb 9'ZL 854 b'80 ul9L � B6E E'64 9'SZ 86E 4'bb OLS Z'BZ Z04 6'Sb OLS 0.4E 906 0'09 Ow 9.00 EL6 C'BS OW POP BLb 8'L9 US Ole 9L6 C'49 OL E'9S bE4 0'EL OLS 0189 Ebb 9'S8 OLS als ul ZL q PLO L'Z9 res 6L4 L'L9 409 Olt 94P 4'E9 LOB Z'OO L86 919 L09 0'CS 9Bb 914 L09 8'99 COP L'11 109 Z'99 L09 0'98 409 L'9L LL9 L'% LOB E'e8 ZZ4 bZLI LOB O'BOL ul% g LLS 9'9L Fee LZS B'9L 999 9'E4 LZS 8'e/. 999 8'09 gas 8'eL %9 8'08 Lee 6'EB 999 L'19 BES L'OB 9B0 L'9L L4S BIBS %9 0'Le 119 S'LLL 989 9'LOL 019 O'OEL 898 8'lLl UI CB PLO 8'l6 L'bb bLS 9'LB SEL b'OS bL5 9'Le SCL BIBS BLS V96 SCL 9'OL C89 9'88 SEG b'81 089 Z'90L SeL Zee 889 O'9LL SOL 9'OOL LL8 C'OEL SUL 9'LLL Sze 93% SCL VM Ul 09 60L O'Obl 9'09 60L J�"000 WOOL L08 L'69 60L 0.04E GOB 9'09 OLL l'LOL C08 BIBS bLL 0.96E LOB V40L OZL 9'z9l LOB 8.OZL OEL L'b9L LOB Z'9EL L69 0.OLL Lob CIOL ZL9 O'OLL LBG OWL u169 99L O'OGL b'EL 89L O'OLL ZEOL 8'99 99L O'OLL ZEOL B'LB 9SG WELL ZEOL b'LLL '14 O'DLl ZEOL S'OEL CZG O'OLL ZfOL 8.96E beg O'OLL ZEOL 9'L9L LE9 O'OLL 969 O'OLL EB9 O'OCL L4L O'OLL u14e9'OS 089 O'OLL b'98 089 O'DLL SELL 9'LB OB9 O'OLL SELL 8'Ell 089 WELL SELL B'9El LL9 O'OLL BELL 8'LSL l99 O'OLL E6LL O'OLl OE9 O'OLL Z66 O'OLl 489 O'OLl 098 O'OLL 9L9 O'OLL BOL O'OLL UI 96 LLB O'OLL S'l LL LZS WELL LOCL 913t LZS O'OLl LOCL L•86L Lag WELL ObZL DOLL LZS Og'OLL 9LLL O'OLL BLS 0*04L Z68 O'OLL 909 O'OLL Sea O'OLL BLb O'OLL bbL O'OLL 9C6 O'OLL OZB O'OLL ul Z4 o 666 Vie. •z L{�� .E 3 .z B`� 3.� 15i3 13 S „E.�lr 3� Li 3 _s699 3 3' ADD 3 & AE ¢ N .a �$ ,} uo(IIoW equlBgpeoq Bueplldell 1peol uelonu B LEM '8uapl/de1L eu!P.1 ueln8velaou aLgpaol 'Buepl/dw.L am .1BUIP.1 lelnBueloay 'BuePJA..L CUIPM1 uelnBuelaetl Bgpeol 'BuepLldell Bgpeo7 uelnBuelOaa ftpwl '0ueplldal eulpeo1 �elnBueloay Bulpeol 'BueplldwL Bulpeol leln8uelpay Cgpeol 'BuePl/douL BulPeol ueln8ueloay Bgpaol •8uep)LdeLl Bgpaol repu)ualpey 'WnIV 9LE' xSL'ZxLU10U104L ui OZL w DEL u106 Ul 09 Ul 01 uI 09 Ul as (suo)pnw 6uluueds-Niewozuo4 JOI) WISH 6uluedo 10 (suapinw Bwuueds-Rpeopen jol) y)PIm 6uluado (z7llsgl) elgel 10e eo uolllnW Ve 3'19V1 TABLE 4A Mullion Capacity Table Ibslft) Opening Width (far vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 501n 601nk�QM.nll 70 in BD in BD in login 120 In 140 in 1601n 1 % 2.75 % .650 Alum. Rectanguar Loading Tmp/Tdeng. Loading RectanB0ler Loading TmP/niang. LoadingLoading Trep/Triang. Rectangular Loading Trap/Tdang. Loading Rectangular Loading Tmp/Tdang. Loading Rectanguar Lading Trapadan8• Loading Rectangular Loading Tmp)Itiang. Loafing Rectangular Losddng Trap/TdanO• Loading Rectangular Loading Tmp/Tdatlp. Loading TubezaR Mullion �' �grcfc $N a arc x gc d��� �¢a ri S� cyiy &^U 2"5 as ig E 'Is a¢ . io �g a` 8� a`� tee¢ a' ek ¢ B �k ¢`rc �� Is III 8 �g a 8 sa� , Ec B� arc _�S �g421n 6 62 170.0 620 170.0 435 170.0 744 770.0 4788 170.0 606 170.0 992 170.0 510 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1400 170.0 521 158.7 1620 170.0 521 138.8 1820 170.0 521481n 170.0 708 170.0 524 170.0 850 170.0 584 2 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 680 108.3 1417 170.0 600 50.625 in 170.0 747 170.0 563 170.0 896 170.0 831 170.0 1046 170.0 684 170.0 1105 170.0 723 162.6 1286 170.0 747 146.3 1288 170.0 758 121.9 1286 170.0 756 1D4.5 1288 170.0 756 91.4 1286 170.0 756 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 803 133.0 1130 170.0 637 120.8 1130 170.0 6% 100.5 1130 170.0 061 86.1 1130 170.0 861 75.3 1130 170..0 861 601n 170.0 085 170.0 701 148.5 915 162.3 761 125.5 gib 144.5 748 109.9 915 132.3 735 87.8 915 123.9 726 87.9 915 118.5 72D 73.2 015 114.4 716 62.8 916 114.4 715 54.9 915 114.4 715 631n 151.8 630 161.9 710 128.5 830 138.9 804 108.5 e30 123.2 881 94.0 Ban 1122 670 84.4 830 104.6 662 75.9 830 99.4 65B 63.3 630 94.6 $49 54.2 830 94.1 649 47.4 830 04.1 640 pt 681n 132.1 757 140.0 B60 110.0 757 118.8 838 84.3 757 105.9 624 825 757 88.1 614 79.4 757 89.1 BOB 86.0 757 89.2 800 55.0 757 78.0 593 47.2 757 76.2 591 41.3 767 78.2 591 J 721n 101.7 636 108.8 552 84.8 836 91.0 54D 72.7 638 80.1 530 63.8 636 72.2 521 50.5 830 66.5 614 50.9 83B 62.3 Sea 42.4 638 57.2 500 36.3 636 55.3 497 31.8 636 55.2 497 g78In 88.5 571 90.4 498 721 571 78.6 48B 8. 71 87.4 479 64.1 571 80.8 471 48.0 571 55.5 4B4 45.2 571 51.8 458 36.0 571 47.0 451 30.9 S71 44.8 497 27.0 571 44.6 448 78 in 80.0 fi42 83.4 474 68.7 542 70.6 465 57.1 642 82.1 45B 50.0 542 66.7 448 44.4 642 51.0 442 40.0 692 47.5 437 33.3 642 42.9 429 28.8 542 4D.8 425 25.0 542 40.1 423 90In 52.1 407 63.7 381 43.4 4W 45.4 355 37.2 407 99.8 348 325 497 35.3 343 28.9 407 32.1 33B 28.0 4D7 20.8 334 21.7 4g7 28.1 327 18.8 407 24.1 322 18.9 407 230 918 111n 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 26.8 350 26.8 304 23.8 358 28.1 300 21.5 358 24.0 296 17.9 358 21.0 289 16.3 358 19.2 2B4 1081n 30.1 2B3 30.8 255 25.1 283 25.9 251 21.5 283 22.6 247 18.8 283 19.0 244 16.7 263 18.0 240 15.1 283 1d5 237 111 In 27.8 2B7 28.3 242 23.1 26•/ 23.8 238 19.B 287 20.8 235 17.3 287 18.3 231 15.4 267 18.5 228 120 in 22.0 229 22.3 209 18.9 2. 1H.8 2D5 15.7 229 16.2 202 ABLt 4t Anchor Capacity Table ([be) Subsnste: 2.7k Concrete 3.6k Can.. I Hollow CMU I Flliad CMU PT Wood Metal Anchor Clip Patterns AnchorTypo: 9/16' Elco UIU6.an 1Iq" Elco Ullrecon 1" 1 2-112" 6/16• Elco Udracon 3-118"M2701ba 3/16" Elw Nlrecon 2-112" 1/4° Elco Ullrecon 1" 2-1/2' 1/4" SS Eloo A9W ,34., 2' 6116° Elco Ultracon 3.116" 114° SS Elco AielsGstw 2" 010 Steel Screw (G5) 0.48" H12 Steal screw(ell) 0.54' 012 Steel Screw (G5) 0.324' Edge Dias -(in): Embedment (In): 1• 2.1/2" 1-314" 1.314' 1.3/4'• 1314" Y 1.114" 1.1/4" 1-7/4" 1-1/4" 1-114" 2" 1-3/8' 1-318" (see note 4) 2 Anchors®4.76"Min. O.C./Stenderd.r Otfael Clip (FI9. 11: 4 Anchors 0 1.16" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 38D lbs 3901ba 4501bs 880Iba 16441bsTBO Ibs 3541bs 7401ba 4681ba 664lb. 11621bs 326lb. 420lb. 5601bs 480 lbs 7001bsWA WA WA 3801bs WA WA WA WA WA 6521ba 01 112014 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 78016s 780 lb. 680lbs 15W [be 1898 lbs560 lbs WA 760 lbs 936 lbe 800IDs 2304 lbs 652 Ibs 840 b 1120 lbs2Amhom (8J 0.4W Min. O.C. / U-Gip• Into 1/8"Alum. (Fig. 4): WA WA WA WA NIA WA WA WA WA WA WA WA 7161bs1An.hw/F-Clip(Fig. 5): 1951bs 195 lb. 225 lbe 4451bs 622lbs 140lb. 17716a 3701bs 234 lbs 332 lbs 591 lbs 1631bs 210 lbs 28D Ibs 2 Anchors @ 1.15' Min. O.CJ F-Clip (Fig. 6j: 240lbs 360 lbs WA WA WA 19D Ibs WA WA I WA I WA WA I 32811. 1 4201bs b6D Ins NOTE: E: FOR THE OFFSET Cur, USE -I HE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. a ...... mCIY I rummu W: (DP..) X (ANCHOR CAP.,,"","."� _ANCHOR CAP.- `MULLION UP_ ,� 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 TOQUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. O O SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: L �� 0 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04Y THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A 26" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. V X 2.75" X .650" MULLION PRODUCT REVISED As cmnplying with the FlDrl4 Building Code Aemptenco No ) Ex indloft" Date MAY whlzol( By Miami ads Prolhkl' 1(11111111// * ' No. 58705 ; �'. Saw ST E <U\ S%NA1- 0" A. LYNhINILLE�R1, P.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table Iba/tt2 Opening Width (forverlically-spanning mullions) or Opening Height(for horizorda[y-spanning mullions) 501n 601n 70 in BD In 90 In 1001n 120 in 140 in ieo in 1" x 3.125" x .500" Alum'' Tube Mull Rectangular Loading .- Trep/Tdang. Loading r Reclwii0ar L-19 g a r TWffdang. Loading •3 a Rectangular Loading £ TmpfTd.V Loading x p_ Reeten9uler Lceding r { Trep/Tdang. Loadingding [Rnllnguiar -P/TdenO. Loadng 43 Rectangular L.1919 Trep/Tdeng. Loading Rectangular Loading ry p Trnp/Tdeng. Loading _ N w V V 4 � 3dr o: Rectangular Loading r 2d3 rya9UU U ^�`F .E 3'�ii �g42 Tr9pRdanB. Loading 1y 11¢¢ Rectarguiar Loading Trapfrdeng. Loading In 170.0 820 170.0 435 170.0 744 1700 478 170.0 Blia 1700 506 1 00.0B921 000519 1118 170.0 521 170.0 1240 170.0 521 170.D 1418 170.0 $21 170.0 1735 170.0 $21 164.4 1802 170.0 521 46 in '170.0 708 170.0 524 170.0 850 170.0 SB4 170.0 9B2 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 68D t57.7 1b77 170.0 680 135.1 1577 170.0 880 118.2 1577 170,0 BBD b0.625In 170.0 747 170.0 583 170.0 BBB 170.0 831 170.0 1D46 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 766 141.7 1405 170.0 758 121.5 1495 170.0 756 108.3 1405 170.0 756 541n 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 650 124.6 1401 170.0 801 106,8 1401 170.0 861 93.4 1401 170.0 861 6D in 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1156 187.0 928 123.3 1156 156-6 917 111.0 1156 149.7 910 02.6 1156 144.5 903 79.3 1158 144.5 803 69.4 1156 144.5 003 631n 170,0 930 170.0 745 169.0 1049 170.0 850 137.0 1049 155.6 880 119.8 1049 141.7 848 108.E 1098 132.0 636 95.8 1049 125.5 828 78.9 1049 119.3 620 66.5 1049 118.9 B18 SB.B 1099 118.9 819 p1 c BB In 768.8 855 170,0 789 139.0 B55 151.3 604 119.1 855 133.7 788 104.2 955 121.4 776 Me Z. 966 112.6 765 03.4 955 106.4 767 69.5 955 99.8 749 69.8 955 88.7 748 62.1 955 88,7 746 J 721n 128.6 803 134.9 697 107.0 603 114.9 602 81.8 803 101.1 670 80.3 803 91.2 659 71.4 603 83.9 649[277.1 803 78.6 842 63.6 803 722 632 45.9 803 69.8 628 40.1 803 69.7 627 5 76 in 109.2 721 114.1 628 91.0 721 97.0 818 78.0 72/ 85.1 605 66.3 721 78.5 595 60.7 721 70.1 we 721 65.4 579 45.5 721 59.4 569 39.0 721 58.6 SM 34.1 721 56.1 563 78 in 101.0 684 105.4 599 84.2 684 89.4 587 72.2 684 78.4 576 63.1 684 70.4 567 56.1 684 64.4 558 684 59.9 551 42.1 854 54.1 541 38.1 584 51.3 538 31.8 684 50.8 634 90 In 65.0 514 67.9 456 54.6 514 57.3 448 47.0 514 50.0 440 41.1 514 44.6 433 614 40.5 427 SU 37.3 421 27,4 514 $3.0 412 23.5 514 30.4 40B 20.6 514 29.0 403 881n 54.2 462 65.7 404 46.2 452 47.0 398 36.7 452 40.8 J90 33.9 452 36.4 384 30.1 452 92.9 378 452 30.3 373 22.8 462 28.8 365 te.4 452 24.2 35B 16.9 452 228 355 10B In 3S7 357 38.8 322 31.7 357 32.7 317 27.2 357 28.4 312 23.8 357 2b3 308 21.1 357 22.7 303 357 299 16.9 357 16.0 203 13.6 357 18,2 287 .11.9 357 15.0 283 111 (h 3S1 338 358 308 29.2 338 30.1 301 25.0 338 28.1 298 21.9 338 23.1 292 19.5 338 20.8 288 338 �14.9 284 14.8 338 165 278 12.5 338 14.a 273 11.0 .338 13.8 Z89 1201n 27.7 288 28.2 283 23.1 280 23.7 259 19.8 269 20.5 258 17.3 2BB 161252 114 289 18.3 249 269 246 11.8 289 12.8 240 9.9 289 11.4 23 88.7 289 10.4 232 Anchor Capacity Table (Ibs) Subshete: 27k Conerete 3.5k Con.. Ho11aw CMU Filled CMU PTW00d Metal Anchor Clip Patterns 2 Anchae 4.75" Arrolror 31" ElcoUtrecon 1/4'ElcoUltrscon 5116' Elco Ulre.on ffi18°ElcoUllrncon 114.EcoUllrncon 1/4. 8S Eleb AglireGelor 6118' EUA Ullrncon 1/4• SS El. Ag9leGetor #10 Steel Screw(G5) #12 Steel S.rew(GS) #12 Steel Screw(GS) e Edge Distance QN: Embeds-ttn): Mln. O.C. /Standard Clip (Fig. 1): 1'• 2.7/2' 1" 2-1/2' 3-1/8" 1' 2-112" 1° 2-1/2' 2' 3.116, T 0.40" 0.54, 0.324" 1-3/4` 390lbs 1-314' 3901bs 1-314' 4501bs 1a14" 8901he 2• 1644 Ibs 1-i6r, 270 IbsP280IM 1-114' 1-1/4` 354 Ibs 1-114" T401bsre81ba 1-t14' 1-1/4" 6&1 Ibs T 1182Ibs 1�10' 32616s 1-3/e' 420169 (aearrota- S601bs4 Anchors Q 1.15' Min. O.C. / Stndd Clip (Fig. 2): 4 Awhom 0 T Min. O.C. / (2) ZXb Angle Glpa (Fig. 3); Anhors ®0.45° M)n. O.C.! Il-Gip, Into 1/8" Aium. (FIO. 4): 480 W 780 Iba WA 7001be 780Iba WA WA 880Ibs WA WA 1560lb. WA WA 1896lb. WA WA 540 Ibs WA WA WA WA WA 7801bs WA WA 9381bs WA WA BBO lba t WA 2989Iha WA 6521Ne 8521bs WAWA 8401bs 840Iba 11201bb INs3 IN195lbs 1851bs 225 lbs 4451be B22lba 135 lbs 1771bs 370lbs 2341be 3321bs 5911bs 1B31bs 210 IF. ]1b. NOTE: FOR THE OFFRFT C1 IP I ISF T- absec 2401bs An 1- 35D Ibs env-Tve,,, WAWA ..,,, ..,... ,......., ..-." WA .- -.... WA ,.......�-__ _.._ WA WA WA WA WA 326 We 4201bs ba FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: O • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X (ANCHOR CAP.,, ,,,,\ _ ANCHOR CAP... `MULLION CAP.,,°,,,,,,,,,, / USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PRODUCT REVISED es c'omptyingwilh the Flottlta Building Code Aemptallce No fi--12a= �S \\\'V 0 L-T IVN Aflz �'��,.• \GENSF •''•F'P i No.58705 ;-1c , •, A° It 113oFlf .'4(/` i %7 `S/O L . A. LYNP MIL A' P.E. FL P.E.# 58705 TABLE 6A Mullion Capacity Table (lbslfel) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 60 In 60 in 70 in 80 in 90 in 1001n 120 in 740 in 180 In 1 x4X.125 Alum. Tube Rectangular Loading Trop/Tdang. Loading RoclenBular Loading Trep/Tden9. Loading Reotan0uier Loading Treprrdeng. Loading Rectangular Load TmpInfeng. Loading RW.MWer Loading Trop/Tdeng. Loading Rectan9uler Loading TreplTdang. Loading Rectangular Loading TreplTdang. Loading Rectangular Loading Tmp/Tdang. Loading Rectangular L. ag Trep/Tdeng. Loading Mullion x s2 �r �dc� 99 x4"O�Ia a p 8M rc sly �� K @ � $� G�5 ¢ � � c D 89 �Zc cR_ 1 I6t3ci 111Ec c 421n 170.D 820 1700 436 170.0 74q 170.0 478 170.0 8B8 170.0 506 170.0 8B 170.0 7716 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 145.8 1489 170.0 521 727.E 1489 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 17D.0 077 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 880 97.7 1303 170.0 680 50.626 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1040 IN 170.0 1195 170.0 723 ib8.1 1235 170.0 747 140.5 1235 17D.0 766 117.1 1235 170.0 756 100.4 1235 170.0 75S 87.8 1236 170.0 768 541n 170.0 797 170,0 812 170.D 956 170.0 B91 770.0 1176 754 159.4 1168 170.0 803 137.2 1168 170.0 837 123.5 1158 170.0 856 102.0 1168 170.0 861 68.2 7168 770.0 861 77.2 1168 170.0 861 60 In 170.0 885 170.0 701 166.7 1042 170.0 797 142.9 1042 832 125.1 1042 146.7 815 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 631n 170.0 930 170.0 745 151.2 992 163.E 81B 129.0 992 799 113.4 992 131.0 782 100.E 992 121A 768 90.7 get 114.8 768 75.8 992 108.4 746 64.8 992 108.0 744 56.7 992 108.0 744 681n 165.4 947 170.0 789 137.8 997 148.0 788 118.1 847 788 103.4 e47 117.7 752 81.9 847 108.7 738 62.7 847 102,2 727 68.9 847 85.1 713 59.1 g47 94.0 711 S1.7 947 99.0 711 C 721n 135.9 849 141.7 737 113.2 849 121.6 722 97.0 849 708 W.9 84B 96.4 6B8 76.6 849 .8.7 606 67.9 849 82.7 075 50.6 840 75.3 659 45.5 849 72.6 552 42.6 849 72.4 651 761n 116.E 782 120.7 885 96.3 782 102.8 852 82.5 782 640 72.2 782 80.9 629 84.2 762 74.2 620 57.8 782 BB.2 613 48.1 762 82.8 802 41.3 782 59.B 597 38.1 782 59.4 595 781n 108.9 724 111.4 634 89.0 724 94.6 621 76.3 724 609 60.8 724 V 74.4 599 59.4 724 B8.t 591 53.a 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 567 33.4 724 53.5 S85 90 In BB.B 5q3 71.8 489 SB.OM7474 49.7 543 466 43.5 543 47.1 458 X. 543 42.11 052 X. 543 39.1 44. 29.0 543 34.9 436 24.8 543 32.1 430 21.7 643 3D.7 426 961n 57.3 478 58.9 427 47.8 40.9 478 412 35.8 478 3B.5 408 31.8 478 34.8 400 2B.7 478 32.0 306 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2108 in 40.3 377 41.1 341 33.65 28.8 377 73D 25.2 377 28.8 325 22.4 377 24.0 321 20.1 377 22.0 377 16.8 377 19.0 310 14.4 977 17.1 3041111n 37.1 357 37.8 323 30.9 28.6 357 313 23.2 357 24.4 309 20.6 357 22.0 306 18.5 357 20.1 301 16.4 357 17.4 294 120 In 29.3 308 29.8 27e 24.5 21.0 306 270 18.3 306 19.2 267 78.3 308 17.3 263 TA Gr 144 in C 17.0 1 212 17.2 1 196 Anchor Capacity Table (lbs) Substrate, 2.7k Concrete 3.61, Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Clip PatternsYPe: 2 Anchors @ 4.75"Min. AnchorT 3118" Elco Uitrecon 1/4' EICo UOrecon 5/16' Elco Ultracan 3f16' EICo UlVecon 114" ElcO Ultrewn 1/4" SS Elco A 98reGetor 5116- Elco Ult2con 114" SS EICo AggreGatar gig Steel Screw (GS) 412 Steel Screw (GS) 812 Steel Screw {GS) Edge Distance (1 1' 2-t12" 1" 2-112" 3-118' 1" 2-1/2" 2° 3-1/8' 2^ 0.48" 0.54- 0.324" Embedment (in).1.3/4' O.C.! Standard Clip (Fi9.1 or2): 3901bs 13/4" 3B0Ibs 1-314" 4501bs 1314° 890Ibs 2' 1644lb. 1.1/4' 2701be 1-i/4" 2801bs 1-114" 3641ba 1-1I4" 7401bs 1-1/4' 468 lbs 1.114' 664 lbs 2' 1182 lbs 1- 3281bs 1-3/8° T.lb". law note 4) 660Its 4 Anchors @ 2.25'Min. O.C. / SIelMerd Cli➢ (Fig. 3): 8 Anchars @ 1.16' Min. O.C. ! Standard Clip (Fig. 4): 700Ihs 8801hs 7001bs 140016s 580Ibs WA 1410lbs WA 9521bs WA WA WA 560Ihs 700 Its WA WA 8301bs NIA WA NIA No lbs NIA WA NIA 8521bs 13041bs e401bs 168016s 11201bs 2240 the 4 Anchors @ 3' Min. O.C. / (2j 2x5 Angie Clips (Fig. 5): 7801bs 7B0Ibs goo !be 17BD Ibs 3288Ibs 5401bs 560 lbs 7081bs 1480 Ibs 938lbs 1328 lbs 23841ba 0521bs 8401hs 112016s 8 Anchore @ 3" Min, O.C. ! (2) 2rr6 Angie Clips (Fig. B): 4 Anchors @ 0.45 Min. O.C. I U-Clip, into 1/8' Alum. (Fig, 7): 2 Anohom @ 2.25' Min. O.C. / F-Clip (Fig. 8): 11701bs WA 3501bs 11701bs WA 3501bs 10201bs WA 2901bs 2340lb. WA 705lb. 2a441ba WA 476lbe 810Ihe N/A WA 0401bs WA 280Its WA WA NIA 1140lbs WA 315Ibs 1404lbs WA 0lbs 1320 lbs N/A 440lbs 3540lbs WA 0lbs 978Ibe NIA 328lbs 1260 Its WA 4201bs 1880[-be 1432 Ibs SBOIhs 4 Anchors @ 1.15" Min, O.C.! F-Clip (Fig. 9): MrlT c• rno Tuc nc 480Ibs 1 7001bc WA WA - N/A WA 3801bs N/A N/A N/A N/A WA 6521bs 8401be 11201bs rNYUMUK GAVAGI1 T ADJUSTMENT FORMULA: (DP..) X (ANCHOR CAP.,,",,,,,, =ANCHOR CAP.a, lMULLION 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. nn,v�.nvn-wizJ AJ I MM A I ANUAKU ULIF'. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: lu Ir-1-0 r-1-0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. o ° ° o • ° ° • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 5: FIGURE 6: FIGURE 7: • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20, ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.00D- 4.000" .125' 1'X4'X.125"MULLION as complying with tiro FlorMa Building Code Acmplanco No E piratiomlate 7 By Minor �-1 \\Illlllll/!7 * / No.56705 -0 q 11301� UlZ ST TE OF ��''7is`S�ONAL � ^ . A. LYNN MILLER, P.E. FL P.E.# 58705 90L99 WEI'd Ij '3'NAI 'V '� "1dNOjss,, L� d0 31Vis O- _ • 50L95'ON :' � �///111111177tC umryg �ZII0ITPOJMd0PRV N 00tw1d000V OprcJ Rvlme ' epPeld 04141!M 8p!didiiloo se O9SIAHN J.On007Jd 'IVIu31VW 3Hl ONOA38 SOV3HH1 M3N38 C 1SV311V ON31X3 IIVHS IVJ3W O1NI SHOHONV llb'9EV ONV NOIHI.SZV 1SV31IV 39 O11331S Itlunickmas'(3envE) 9L) NOIH.L.540' (INV EE 30V'dD "mINIW V 38 Ol Sans I331S'N0IHL4ZL' j0 WnWINIW V 38 ONV 51-E909 3B IIVHS WnNIWnIV'99.0 j0 9S NV HAM 3NId NH3H1nOS M0113A 031V3H1-3unSS3ud 38 IIVHS OOOM -06-0 W1SV Ol WuOjNO0 IIVHS (nm) llNn NOOIB 313HONOD O3llld-lnouo ONV MOIIOH 'SNOIIV01d103dS LO£ IOV Ol INUOdNOO IIVHS aAuC>NOO :S31tlulSBnS (4 'OZ-SL 9133HS NO NMOHS SNOISN3WIG E)NIMOIIOd 0131j 3H1 NI 03111M 39 AVW S31OH'S3IOH 03SnNn NIVINOO ONV 03NIHDVVI AHOIOVA 3B AVW MID Nonim IIV'OZ-9L S132HS33S'SNOISN3WIOlows uOj'31V0S O11ON 3HV NMOHS SdIlO NOIIInW ONV NOIIInW (e '319VMOIIV SI SHIOIM E)NIN3dO u0/ONV SHION31 iml N33M139 NOIltlIOdH31Nl HV3NII (Z VOOHAVq NOIIVllV1SNl Itl83NBE) NOd tl-Z S133HS 33S'SNIOVOI NO NOIIVWHOzINI HOj ZZ 133HS (INV S318VI 3HI E)NISn NO SNCUonulSNI HOd L 133HS 33S (L '31BV1 AllOVdVO HOHONV 3H1 WObW SNO)IdO HOHONV IVNOIIIOOV Mnvno Ol 03Sn 3B AM HOIHM Al13VdV0 blOHONV mWINIW V 0131A IIIM 11'NOIIInW 03103139 3H1 j0 (31SV13Hl WOMJ) All3VdVO NOI1lnW 3Hl NVHL 83MOI SI 11 N3HM'ONIN3d0 3Hl HOj IN3W3HIn03u 3unSS3ud IVnlOV NV Ol 9NIONOdS3u8O3.03HIn03u Al1OVdVO uOHONV. 3Hl NIVIBO OI Vinmjw SIHI qasndVO NOIIInW dtlO HOHONtl= �...,.w..dVO uOHON' X :VinWHoim3WlsnfOV All3VdV3 NOHOW :S31ON 3I9V1 'an1) nL mp 'SHltld NI 03Sn 3B 1SnW (919 SM:im j) dll0 310NV IL 38n9i=i •9 3uneu :5 3Hnow - .8111 E.*.o �� :6 3unqu :9 3unoizi 3138mu :E 3un'J)j :z 3unou :L 3Hnow c ou, ew enmwn w SO]OLLL sql ODe sqI ZSB VM VIN VIN VIN VIN SDI OBE YIN - __..._.._....... VIN _... .. ....... --- --- i a,—ie —�"l IJUZI.ylUN Sg1099 sqI OLO sg19ZC sg10 ag1044 sg10 sgl9L0 VIN s91099 VIN sg19G6 V/N sqI SOL tlM ag106L Sg1001 sqI OSE Sg1084 RMe (6'BIJ)dIID-j/'0'O'um ,%l s+vyouVP la u1j)(10-d/10'0'uIW.9ZZ9) s+OgouvC sqI UK VIN VIN VIN tl/N VINVIN tlM VIN tlM tlM tlM VIN tlM tlM ItOlj)'wnlV.9ll 01ul'dll0-n/•0.0 'm S6'0 ✓]woy0uV4 6g1089t WI OBLL sql OLD sqI BDSE sqI OZEI sql bObl sql ObLl V/N 641049 SO]OLD sql bb8l SO] OvcZ sql OZOL sgIOLLL sqI OLLL :(9'Bld) SdIlo GISeV SY9(Z) I'0'0 VIW.e wo4ouV9 sqI OZLL 9g1068 sqI ZSB eg148CZ sg182EL sql 9E8 sqI 096E Sg180L S41089 S01069 sqI 99ZE sqI 081E sg1006 sql OU Sg109L :(9'Blj)cdpD 016uy $xZ (Z)1'0'0'WW.E� w040-V0 sql ObLL sg1089L sql VOEI VIN VIN VIN VM VIN sql VIM tlM VIN VIN sqI 0001 SOL 096 (4'B!J)dIID {uspuslS /'0'0'WW sgI,ZLL eg106B sqI ZSB VIN sql Ogg VIN sql On VIN sg1099 VIM sqI ZS8 MOM SDI 089 sq!OOL Scl OU .SL'l»w04ouy8 -(E'Blj)d40 p+epuelS /-0.0'uIW.SZ"Z@woVgW4 sg109S III IZ4 111111 sql ZBlI sg1499 sqI 99p sg106L' sql tge sql 08L sg10LZ sqI DDBI SO1069 sg10Sb MODE sqI DEC :(Z[0l'B!j)dllOp+spsalS l'0'O vIW (4 el0u DDS) .B/CL ..B/Cl .L .41E-0 .41PL .61Li .VA-L .41E-0 .blL-L ,Z .P&L .Px-1 .VICE ,VICE .SL'b�SLoyOuyZ :(u)IMWP gw3 ,AZ6'D .DS'0 .9d0 Z .910E ,Z .Z/L-Z .1 Z/l-Z .L ,211E ,ZIL-L .L 01H .t 00 a-elsl0 e8p3 (SO)A`a+o5 (SO)G'v+05 (90)Nwos /olaOwOBV u0miln /0100e+88y OoOe+lino013.b/L voow11no013.BLlE umwll0 ewe4edd!101°gouV RD1S Z{q IoslS ZLq IDDIS 010 0013 SS PA 0013.9&/S 0013 SS.P11 w13.91lS u00w1f0o013.4lL uoOwIIn0013.9LIE :edllmyouy reteN pooMld nwo WIN MO-110H =349'E e1s,0603N Z :e)wlsgnS (sqI) el4e L f l ede0lo4ouV t1G =1 ItlV1 Lee Z'Ll 944 S'VL Lee G'BL 9LY e'91 gas l'LL 9L4 O'8L 606 9'bZ 4Lb 92Z GOP 9'9L SLb S'9Z EBL 4Lb 0•LL 9'8Z I DEC 9Gb 9-91 S'BZ L66 OLb E"D& L'EE Dec 9L0 1 6.81 9ZE MC BZ4 WZZ 0'BS Dec 9L6 022 0'9E GOO CCb L'BL 4.96 Gee 9LY b'9Z 9'9b ul bbL ul OLl ZYb 6'ZL 999 0'8L Bbb C'PZ SSS B'OZ LSO VLZ 999 O-M L96 VIC 959 8'BZ CLY Z'6E 999 OTC 09V 0'9E S99 O'9E MP O'Zb SSG VIS, S60 9'66 S99 O'96 E09 e'B9 SSS 9'L9 N Lll BBD C'bZ BGS S'BL ZL6 919Z 90$ S'LL l94 9'62 9B9 L'8Z 266 zbe 989 £'lE BBb Cle On 9'6E 909 b'Lb 98S L'8S US SIP 989 L'66 LZS OTSI 989 {'Z9 OES 8'E9 999 9'Z9 uI BOL on SIC CK e'LZ 069 WOE ZDL SIC cog 9'Eb ZDL L'LE blB 9'84 Z4L 9'bb 2Z9 L'69 LDL 9'6Y LED 9'89 LbG L'S9 L6B Z'L9 ZbL G'E9 ZSB ZIL ZW VOL EBB 9.16 ZDL L'60 u196 ZB9 L'Lb 669 a'ee 899 0'09 469 e'6E OLD Z'69 000 0'Sb EBB b'l9 669 O'6S ZOL TOG 460 L'09 ZLC VU 008 9'Le bLL L'ZB 609 2•LL DEL 6"48 468 L'06 091 S'Llt 669 l'BOL ul 00 BLB Z'CB bZll 8'{9 LBB E'4B bZLL S'89 089 0'68 4ZLL Z'89kL 9'BB bZLL 0'EB 9l6 9'SOL 400E E'Z6 Le. B'9LL 6211 O'EOL C48 9'8LL bZ1{ 9'9{1 996 O'L4L bZLL b'BCl L98 O'OLl bZLL L'09L u19L SZB 6'L8 DELL L'99 LZfi L'f8 6B{l L'49 SE8 e'CB b9Ll B'4L9'GOL 68{L G'8B D96 C'9lL bBLI L'66 BCB LSZL ball Z'Lll D68 6'BEL 68tL Z"BZL E{OL 4'BSl bell e'B6l LEB 0'0(l ZZIL O'OCl ul 9L 3 ZLOL S'ZL& OLEL 0'89 ELDL 9ZLL OLCI b'9L YLOI O'Lll OZCI 0'99 B'BZL OLE{ B'SO& 990E 8'CCL OLEL C'LLL ZBDL 8'ebt 02EL O'ZEl 101& Z'99l OZCL e'OSL BOOt O'OLL SLZ{ O'OLl BLB O'OGl e90L O'OLl u!ZL bo" O'94& EM C-09 toLI O'96& ZLbL SIO GM B'Lot U14 V40l 9'991 ZLPI 9'BZ{ Bbll WOOL WIL 976E GOO& 0'0(L UK O'091 ZOO& O'OCL 096E O'OLL COB O'OLL 89t1 OOLL Got 0.OLL PLO 0.OL{ u19949" ��g 8'LBL Z691 l'89 LSLL 8'GB{ ZOO& COOL 091t 9'B9L Z6Sl 9'Lll O'OCL Z091 0301 OLD& O'DLI ZM L'991 SIOL O'OLL 9961 O'OCL Ob6 O'Ou Zack OWLSeD'01LBILIO'OLl SbL 0'OL{ OE8 O'OCl O'OCL Bl9L Z'L6 EBOL O'OLt el9l 0'{lL C801 O'OLl BLBI 9'82L ,'DL{ BlBL 9'SSl 966 O'OLl bBSI O'OLL Db6 O'01L Ctbl O'OLL GLB O'OLL OOtI O'OLl [8L O'OLL C90L OOLL lOL O'OLl NE8E90L 0'0(L 680E O'OLL L9G O'OLL BBLt L'LEL lB8 O'OLL 680E 6'65LO'OLl 669L 0'0(l LE8 O'OLL 4E6L 0'oU E09 O'OLL SLLI 0'OU 69C O'OLL Btl{ 0'OU L68 O'OLL BSB O'OLL ZLB O'OLL S09 O'OLL LBL O'OLl u!09{98 ul B9L O'OLL Blfil S'GEL 99G O'OLl BLB{ O'99L 99L O'011 CELL O'OLL BS[ 0'OL! 4861 O'OLL LbL O'OLl 94EL O'OLl EZL OWL SELL O'OLL 699 O'OU 900E O.OLL LC9 O'OLL 969 C'OLL E89 O'OLL LDL O'OLL b9 ul SZ9'09 080 0'OU 920Z e'L9l 089 O'OLL EBeI O'OLL O88 0.OLL OOLL 0.OLI O99 OWL LLK OW LLB O'01L UZI 0.00E LOS O'OLl EE{L 0'OL{ OE8 O'OLL Z89 O'OLL b8S O'OLL OS9 O'OLl b29 O'OLl 90L 0'OL{ hBb LZ9 0-Oa CBBL O'OCL LZS O'OLl SELL O'OLl LZS O'OLL e8K O'0(L LZ9 O'OLL OOZ& 0'OG! L2S O'OLl 9LLL O'OU 619 O'OLL Z68 O'OLL 009 O'OLt 999 0.00E GLb O'OLt 46G D 3 a i A D S. a fi �. ,s� 6 7D} i >) D i O'OLl SED O'D[L OZB O'OLL wZb � . dd� 8 5r N. 9 $ uo!6nW • 3 3' Bulpool •Buep- - Oulpso8 +olnBu"*'- BulP.1 •euep(/de+l BuIpe01 J0108u010aN BwPOOq '0uep(/dwl Bulpeol lelnBucpay eua,-1 BuePy/dw( Bulp.1 +elnBueLOay Bulpeoy •BuapLLdw( BulpOo7 +elnBuelOey 8upeoq Buepl/dwl BUIPeoI Bulpeoy •BuspLdwC Bulpeo7 Buye01 BUIDeo� Bulpoo8 BulDao7 e4N1'wBIV 9[E' X q % +eln0u0109u +elnBu9L00H •Buep(/dwl +olnBuelOay Bu.pudwl +elnBuepag Fu1 09L ul Go& ul OU ul Ow ul pg ul 09 ul OL ul 09 ul OS (suoylnw Buluueds-.(pe!uozuoy JoJ)1461eH 6u!ued.1. (Suomw 6u!uueds-fgjeogl9AjoJ) 4Lp!M 6u!ued0 =Hisgl) elgel f4looduo uolllnW VL 3-l8V1 TABLE M Mullion Capacity Table Ibe/ft2 Opening Width (forvartjcally-spanning mullions) or Opening Height (for holizon(ally-spanning mullions) 1.26" X 3.188'• X 5o in Raclaneuler Tep/Tdenp, Loading Loetling 6a in ReclengWv Trep/Tdang•[Rmt;angular Loading LoadingLoading In Tlaprri.ng. Loading 60 in RectaNular Trap/TdanB. Loading Castling 90 in Rectangular Trapfwmg. Loading Loading 700 in ReclergWer Tmprtdang. Loading Loading 1201n Ractenpular TmpRdenB• L.aadinB Loading 1401n Rac(en0ular Trep/Tdang. LaatllnB LoaOinp 1601n ReclenButar TrepRtlanp. Loading Loetling Tube Mull� It � �r 5sd f42 in 170.0 620 170.0 435 170.0 744 170.0 478 888 170,0 506 170.0 892 170.0 519 170.0 1116 170.0 527 170.0 7240 t70.0 521 170.0 1488 170.0 621 170,0 1735 170.0 521 151.6 1769 170.0 521 48 in 170.0 708 170,0 524 170.0 B50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1548 170.0 880 118.1 tb48 170.0 66D 60.8261n 170.0 747 170.0 663 170.0 BOB 170.0 631 17D.0 1046 170.0 884 170.0 1105 170.0 723 170.0 1345 170.0 747 167,0 1468 170.0 758 139.2 1488 170.0 758 119.3 1488 170.0 756 104.4 1468 170.0 756 54 in 170.0 7B7 170.0 812 170.0 B58 170.0 891 770.0 1118 170.D 754 17D.0 1275 170.0 803 163.1 1376 170.0 837 146.8 1376 170.0 856 122.3 1376 170.0 001 104.8 1376 170.0 861 91.7 1376 170.0 851 60 in 170.0 BBfi 770.0 701 170.0 7063 170.0 797 168,g 1166 17D.0 876 138.0 1158 787A 930 129.6 1168 168.8 919 111.2 1156 150.0 012 02.7 1168 144.6 805 79.4 1158 144.8 905 69.6 1156 144.8 905 631n 77o.0 03D 170.0 745 16D.1 1051 170.0 110 137-2 10" 1" 9 862 120.1 1051 142.D 848 100.7 1051 132.3 837 98.1 1051 125.7 630 BDA 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 021 661n 187,7 957 170.0 769 139.3 957 157.6 BOS 119.4 957 134.0 790 104A 857 721.E 777 92.8 eb7 112,a 767 83.8 957 108.8 758 68.6 957 100.D 760 69.7 957 e6.B 748 52.2 B57 969 746 72 in 128.7 804 736.2 08B 107.3 804 115.2 ego 91.9 BD4 701.3 877 BD.4 804 91.4 880 71.5 BO4 .4.1 6to 84.4 604 78.8 643 53.8 804 72.3 833 q8.0 800 89.9 829 40.2 BD4 68.8 82e =7 0 761n 109.4 722 774.4 630 91.2 722 B7.2 818 78R 722 60.4 722 76.7 598 80.8 722 7D.3 58B 64,7 T22 86.5 580 46.6 722 SB.fi b70 38.1 722 b6.7 SBS 94.2 722 b8.2 684 781n 101.2 685 105.E 600 84.4 B86 89.8 668 72,3 695 83.3 g85 70.6 688 68.2 66fi 89.6 fi80 6D.8 B66 80.1 653 42.2 B86 69.3 643 38,2 885 61.4 537 31.8 886 6D.7 638 90In 85.e 615 88.0 467 54.B 515 67.5 q49 47.1 615 i.2 516 44.7 434 38.8 616 40.6 426 33.0 615 37.4 422 27.5 675 33.1 413 T3.5 615 30.b 407 20,6 616 29.1 4D4 961n 64.3 463 65,8 404 46.3 453 47.7 JB7 38.8 463 I 73.9 463 78.4 385 30.2 463 33.0 379 27.2 453 ]0.4 374 22,8 463 24,6 O66 79.4 459 26.3 380 17.. 453 22.9 356 106 in 38.7 3b8 38.0 323 31.8 3fi8 32.8 316 27.2 358 23.8 358 26.2 30B 21.2 358 22.7 304 19.1 358 20.8 300 16.9 3b8 180111 to 35.1 338 35.8 30B ZB.3338 30.1 301 25.1 33B 2.0 331 23.2 293 19.5 338 20.8 289 17.6 33B 19.1 286 120 in 27.8 290 28.3 264 23.2 290 23.8 260 19.9 290 17.4 2B0 18.2 263 15.4 290 18.4 249 TALI 144 in C 00 16.1 1 201 1 18.3 1 1B8 FH Anchor Capacity Table (Iba) Sub3trate: 27k Concrete 3,61, Canc. Hcilow CMU Filled CMU PT Wood Metal Anchor COP Patterns Anchor TYPe: 3/76' Elw uarecan 7/4` Eko Uluacon S11S' Elw .11" can 3178• Elw Ultrecw 7/4' Elea Uitmwn 11186 Eloa AggreOetor 8/76" El- Uitmwn 1/4" SS Elco AgpreGator 010 Steel Screw(G6) 912 Steel Scmw(G6) X12 Steel Screw(06) Edge Distance (In): 7" 2.112' 1" 2-112' 3-1/6' 1' 2-7/2" 1' 2.1/2' 2' 3-1/8' 7 O,4B' 0.64' D.324' Embetlment On): 2 Anchors ®4.75" Min. O.C. / SlerMard Clip (Fig. 1): nc®, 16"Min.O.C, /Standard Clip (Fig. 2): 4Ancm.®Y MInOC/ (2)2s6 Angle Clip. (Fig. 3): 4 Anchors ®0.45" Min. O.C.! U-Clip, Into 1/6'Alum. (Fig. 0): 1-3/4" 3801hs 4801bs 78016e N/A 1851b3 1-3/4' 3901bs 7001ba 7801bs NIA 1•Y4' 450 Iba WA Be01h3 NIA 1-Tim 6901bs WA 15601b WA 2' 1644lbs WA 18881b3 N!A 7.1/4" 270lbe N/A 5401bs WA 1.114" 2801bs 380 Ibs 8601bs N/A 1.114' 354 Iba WA WA WA 1.114" 74016s N/A 760lbs WA 1-1//" 4581b9 WA 9361bs N/A 1-114" 664 Ibs WA BOOIba WA 2' N-A 1.3/8" �3261b. i-3/B' 4201bs 04DIbs SOIbs11201be WA (gee note 4) 5601bs 11201bs 14321be 1 Anchor /F-Gip (FI9. 6): 2 Anchors Q 1.1V Min. O.C. / F-Clip (Fig. 6): NOTE: FOR THE OFFSET ci ip I l-QF Tt4P cehM ANCHOR 1951bs 2251ba 4461ba 8221be 135Its 1401b3 1771bs 3701bs 234163 332lbs 1B31bs 210Ib. 2801bs 2401b3 35016a PATT WA I WA WA Wq 1 1901b3 I WA NIA WA NIA WA 32816a 4201D3 SBO Ibs ERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: • O p FIGURE 3: ANGLE • • • CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • • .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 MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. PRODUCT REVISED as complying with the Florida Building Codc Acceptance No 1, iratio (Dale _ By Mi ads Product 1 �7llllllf//7 �1�,.• �tCENS@�'•.F'P * No.58705 jr D `• It 3� (l LLJz 'i ��'•• FCOR10?; •'�Cj'�� ONA-�, A. LYNN Ntdk P.E. FL P.E.# 58705 O m a, D aa� v R � O 3�w,�®fp�N O ma n Tv'pn N O D o' MnN p � � mo o 5 8 a K _c m� Sa DDd o So•$$'�o � n S _c r$ � D D�� m m 8 mq � m e' o O � -DDSs . oqq d m S m $$ �� a 0� o o .•Ni �NDasae�g'R § D D D D D D D D o� m= s g c a� w m B l =s s�� - n Q c c •d'i � Zl �3 a- Se��io `�y8^� o ADD g'o O1 Po o{ci � N ggw EN B� gw eSm c�8 C • � p • Mull Length L w y ° C m O 1— E. 3% W x t- • o • m m o 0 o Rt m$ o S $ $ P N o '� m y m O O O - S- S---- • O a C • O y� it MWlpn Capacity o $ • O • 5 $ .'a. $ .aa Anclmr -apac'N s 0 C Required Ohs) o e o T a o re ' c MWlian Capacity ti 0 0 ° C o o N N m m nb5nt2) O m • O m Anchor Capacity' • • TO O • RequiredOba) _T 0 0 o T • O• • T N w .� Malian Capacity A o e C • m c c m �, o 0 0 0 o Obsm2) o • m m e m $ m $ Anchor Capacity o 'm $ $ Required Ohs) .. O o a o Mulion Capxiy r e ia m p c o rim • • � o 0 0 0$= • g g 8 $ Anchor CapaCdy m w, Z N O Z • • S Required Ohs) m CO M r-- • • Mullion Capacity z A C m n • o o A o (lbsm2) $ N rn r O e m vo -0 P �i Amhor Capacity o 6 v • y: m Required Ohs) • • a Mequon Capacity r a (IDr,Rt21 8 y m =D n� =m.r.'.r ff $ a e g o �� E Y• Amhm Capacity °' m C C In m -n 3 r Z N m & Required Ohs) D m 3 C mC -m-1 fD7 r T A m m Mu0i. Capacity y 6 (nNC2-i y00 m W2 p o nbsm2) �� $ T� fn D rN { z Z z m m o ro .• c c Anchor Capacy O C D O m F. Z m � .�. m g �+' Required nbs) $ Or0N Dv W rT cim ��mp0 =c 0 Sp a �WCap�ro a o z 3 = m z zr. 5 �_ N o n o 0 0 0 0 In, c 3; O O p ° —Zrzn $m' m AnehorCapariy O1 a m mi D z z rm z P Required Obs) v O z0 m rem ryy�ii D y 0 9 m 2 n Mulion Capacity a m Y~Z-Nix oy 7 0� ZV1 c pO = qc c c a m m Imli rr0A >O Z NN re m r3 u R O�dtY E O m -D/D�O zo 3 z m o$ m r• 2` 'n C Z C C $a a Muhion Capacity -/ ' v Dz°Oz° cA m o o Otum2> B ; �+ O tNrt m m $ Atwhor capacity m to N 3 2 O x 0 = P $ RMWretl Obs) m In re p N D al a Malian Capacity z w (n N D m O a m '�i m o o nb�rm a z° v EP x a o m m P o A xhor Up" m e Z =_ m y I re O N l7 Required nos) m D < J m 0 X N A N T O O r N Marion Capacity 4 0 u C T 3 ;a m N C u in V e o nhslnZ) w rn�m0In D rn =.t -DI m X Z m D " $' is $ Anchor Capxity v in m p m n +n -{ A n °' 'a Ni Required Obs) A Z m u, m Z y Z. W p 0 MWlion Capacity r� O y on O re m y O m "' a c (16s1tt2) o c 3 a m Z Z P U �' A-hor Capatlty a' R. o N O O Z Q Required nbs) zm0�2 -�z r O x w m O y Z m y O m m ait 8 c Manion Capacity r- �300 rem D m a u m o 0 y^G S A m m O ,g m o nehm Capacity Cm O O= m z m 8 Requited nhs) gym' c m 0 m 2 3 Z 4 � 0 i c'g Malin Capacity m >G) pm O z ( ) 86 r.• p m m ao 0 2 r N o Anchor CaPacdY o' iL 0 ezi c � � � $ � � R � � Required nbs) e M w-10 O> m D x Z 3 r m w K, Malian Capacity �y 5 1 0 Z m Z Cn N (msxtz) g m ran, 4) m 0, m Z O D 3 D- n D �Cii ° Z � r'yu � .m"i � S w� o a AnchorCapaciy C Required Otu) Ni0m zO y OO�rvm-ivm 0 N 4 x.0 (nz N x�nrnzDfD7� O �+ N O x = r a °°_ a ii r- �� At'- Mullion Capacity R. O- n zD < Z K- V Ca fmu nbsm2)M m z ZtoorL =n m m Z9"' Anchor CapacityiO> A D Z 2 m y 0 .� S D S'Required nbs) m z< zCCO O n2xr-4 S Z-NlCapacity�>mmyDa m (Ibsm2)mOmvr0 $ AnchorCafem , m D Dm * C 0 a, w Required Oba) � � A k zmzmmmmDty m X N O°�=-z-1-i zmD lz O iv �D0mm0 Z X 3 c X>1:CM 02 y0 1C- OmOirCr-mDz y S I a I m0 _ z o Z t�o'•I O o z 0 `\ttl)III1fTyyy 3 m '^ O H O � c c 7 O y .` O 9y�% o��ac M 2-- a � mgaZ o >= z: _ ' m o IMPACT -RESISTANT ALUMINUM TUBE MULLIONS RT. Aw -+ N Z '� Desoripeorc ` s 2 X 4 X.25 MULL SPECS :� - ^ Series: Scale: D2witg No. Street in 2 �� \ _ N/A N/A 6300JR 13at 2 To7v o ROSOWSKI 08/29/11 �� � Rae mW x'� a 34275 529 Rev. By. Data: Revisor. r! f6ali FLT34274 FL CFRT. OF AUTHM 29296 TABLE 10A Mullion Capacity Table (lbslft`) Opening Width (for leitically-spanning mti0lons) or Opening Height (for horizontally -spanning mullions) 50 in _ 60 in 70 in BO in -10)1n 1201. 140 in 160 in ""1. „�a,ro. ecrerguier ueprinarg. neetanglnar. TmplTaiing, Rectangular hap/Tlfang. 2 x 6 x.26 Loading Loading Loading Loading Loading Loading Leading Loading Load'ug Loading Loading Loading Loading Loading Loading Loading Loading Loading Alum. Tube .� .�' Mullion ag � �� �¢so arc �c Zc a`s io arc fo arc f. SARI F inn Anchor Capacity Table (lbs) Substrate: 2.7k Con—le3.5k Cone. Hollow CMU Filled CMU PT Wood Mate! Artchof Clip PatternsUumcon Anchor Type: Edge Distance on): Embedment 3116. Eleo 1° 1J/4' Ullmcoo 2.1/2' 1/4" Elco 1- Wine n 2-1/2' 5116, Ell* 3-1/8° 3116' Elcro P Ulimeon 2-1/2- 1/4' Elco 1° Uluecon 2-117' 1/4' SS Eka A9greGator 7 6118" Eleo Ultmcon 3-118" 1/4' SS Elea Agg.Cator 2" 010 Stoll 6cmw(G5) 0.4T 812 Steel Semw(G5) 0.64" •12 Steel Sc (G5) 0.324" (In): 2 Anchom 0 4.75'Min. O.C./Standard Clip (FIg.1 or 2): 4 Anchom ® {.13V Min. O.C. / S/andard Clip (Fig. 3); 39t1Ilia 780lbe 1.114" 390!be 7801be 1.314" 450!be 8001be 1J/{° 8901be 17801be 2" 16441ba 3084 lbs 1.114. 2701be 5401bs 1-1/4' 2801b3 550 lbs 1-1/4' 3641ba 708 lbs 1-114' 7401bs 14801bs 1414' 4681ba 9361bs 1-1//" 664lbe 11D4 lbe 7 11821be 2364 lb. 1.3I6' 326'!be 062 [be 1 la/e' 4201bs 8401be TO—C.nola 4) 5601be 11201bs 8 Anchom (g 1.71' MIn. O.C. / Standard Clip (Fig. 4): 4 Anchom C 3"MIn. O,C.! (2) 2.6 Angle Clips I".. Sir 8 Anchom @ 3" Min. O.C. / (2) 2a5 Angle CIIpa (Fig. 0): 12 Ancham 1.6' MIn. O.C. / (2) 2x5 Angle CIIpa (Fig. 7): 4 Anchom +� 1.34' Min. O.C.1 U•Glp, Into 1/B° Alum. (Fig. 8): 8 Aaeh= Q 0.64' Min. O.C. I U-CIIp, Into 1/8- Alum. (Fig. 9): 1180 [be 7601ba 15601be 16801ba 14001be 7801ba 15601bs 2100Ibs 10101bs 6801be 13601be 14401bs 2695 Ibs 1560 lb. 31201be 37801be WA 1696 be 3792 (be WA NIA 540 lbs 1086 [be WA 9401be 66016s 11201be 13201bs WA WA WA WA 1086 me 7601be 16201ba 1600 Iba NIA 936 be 18721be WA WA 8801bs 17601ba WA N/A 23641be 4728 Ibe NIA 1304 lbs 652 !be 1304 [be 1956[be 16601be 840 lbs 1880 be 252016s 22401be 11201ba 2240Iba 3360 Ibs WA WA N!A N/A WA WA WA NIA WA WA NIA WA N/A WA NIA WA NIA WA N1A WA NIA 1432 ibe 2 Anchom 0 4.6V Min. D.C. / F-Cip, (FIB. 10): 3901be 3901bs 4601bs 690lbs 15321ba 270Ibs 2801bs 4 Anchom ® 1.71" Min. O.C. / —lip (Fig. 11): 5W Iba 7001bs SOS Iba 1298Iba WA NIA 4701bs FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: 0 00 0 0 00 0 0 00 0 • oo • o a • a 0 00 0 0 00 0 0 00 0 • oo • o e • o o • o o • • • • •• • • FIGURE 5: FIGURE 6: FIGURE 7: a ANGLE • • • • • • • • CLIP (FIGURES El • • • . . • 5-7) MUST BE • • • • • • • • USED IN PAIRS. t•A1,rr 1 AU-1-r`11 rVKN1UL/41 (DP_) X / ANCHOR CAP.,,,,,,,,�_ANCHOR CAP..._ `MULLION CAP.,e,,,,, 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. WA NIA WA WA WA WA WA 2880 ms 1-—2.000'—mil 36416s 7401bs 4881hs 55216a 116210s 32816s 4201bs 680Ibs WA 5331bs WA WA WA 6521bs 8/01ba 11201bs 250' 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. 6.000" 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2" X 6' X.25° MULLION as complying with the Florida Building Code Aceeptartce Nn Ex initial tYala By PNMH=) ado "Cofto 1111111111)// INS 8705 LU t f1i ' . A. LYNN N{ILLERt,, P,E. FL P.E.# 68705 TABLE11A Anchor Capacity Table (Ibs) Subatrols: 27k Controls 3.6k Cono. Monaca CMU CMU PT WoodAmhorType: AfIChOf Cfip Pettem3 Edya Ofatnca (In): Embedment (in): 4 Anchors [r$ 3" Mln. O.C. / (2) br6 Angle Clips (Fla, 1): 3/i6- Elco Uluecen 1' 2-1/T 1/4' Eloo Ulbacon 1' 2-1/2` 5116" Elco 3-t/8' 3/18° Elw Ullrecan 1• 2-V2• 7/4' Elco Ultracon 1' 27/2" 1/4" SS Elca 6118' ElcoSS ULoScrew(G6) °2' rFed Elbo 010 Steel 0.48• #12 Steel 0.54' 012 Steal 0.324• 1- 14" "M' 7e016a 78016a 1�16° 1-314" Be01be 156016s 2" 1608108 1-114' 1.1/4' 5401Ds 580Ibs 1-1/4' WA 1•t/d' 7601bs 1-1/4' 8331ba 1.7/4" 8801bs 2' 23841Ds 7-318" 6521bs 1,2/a' e40 Ibs (aee note 4) 143216a 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. FIGURE 1: 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 10.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„) X ( ANCHOR CAP.,,o,,,,,,\ ^ ANCHOR CAP.„, `MULLION CAP., �",, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. as eomplyilrg vilh the Florida Building Code 1 ,1 / Acwplbnce No Ex irolio pale •(p Dy Miami ads Product'Con 1 t...7l l / LYNN .... , 4f, �1`t`,.•'��-ENS,, '•.FAQ * No.58705 flc� 11 30 11; A. LYNW fJ11L A, P.E. FL P.E.# 58705 TABLE 12A Mullion Capacity Table (lbalft2) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 60 in 60 in 701n 801. 901n 100 N 1201n 1401n 160 In Rectanguar TreyTrinng. Rectangular Trap/Tdang. Recwnow.r Tm{vTderg. Reotengd Trep/rderg. Rectangular Tmp/Trlam7, ReclerguI.r Trep/Tdang. Rectangular Trep/Tdang. Rectangular Trep/TNng. Rectangular Trep/Trlarg. 3.25" 30 Loading Loading Loading Loading Loading Loading Loading Loadn9 Loading Loading Loading Loafing Loading Loading Loading Loading Loading Loading DEG. AL p. 1 TM! F p .�'.€BAYMULL `e E 5 5 $� S � & � � gg'S .e ��rc �� a� 's� ¢`a� ter,rc Ec dFa �o ¢`e f�. drc� f@, arc �� �g a`rc ��.rc f� as s� arc E� arcrc �� a 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 SM 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 148E 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 46 N 170.0 708 170.0 524 170.0 B50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 880 114.2 1522 170.0 68D 50.025 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1040 170.0 684 170.0 1105 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170.0 756 102.6 1443 170.0 756 64 N 170.0 797 170.0 612 170.0 050 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 160.4 1353 170.0 637 144.3 1353 170.0 Wo 120.3 13W 170.0 061 103.1 1353 170.0 861 e0.2 1353 170.0 881 BO N 170.0 US 170.0 701 170.0 1063 170.0 787 167.0 1218 170.0 878 140.1 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 97.4 1218 146.7 913 83.6 1216 146.1 913 73.1 1218 140.1 913 83N 170.0 93D 170.0 745 170.0 1116 170.0 850 160.2 1150 168.8 033 131.4 1160 153.0 $14 116.8 1150 141.2 898 105.1 1160 134.2 885 B7.6 1150 126.7 871 75.1 1150 126.2 070 6S7 1150 126.2 670 Be in 170.0 914 170.0 789 152.4 1048 ISS8 881 1348 1048 140.8 884 114.3 1046 133.1 850 101.e 1048 123.4 839 91.4 1046 116.0 030 7&2 1048 109.4 821 65.3 1048 108.2 818 67.1 1048 108.2 BIB m 721n 140.8 080 147.0 784 117.4 880 128.0 748 100.6 880 110.8 734 88.0 86D 100.0 722 7&2 880 92.0 712 70.4 880 88.2 703 5&7 880 79.2 693 50.3 680 76.5 658 44.0 88D 78.4 008 =r 76In 119.7 700 125.1 890 98.8 7B0 108.4 876 85.5 790 93.3 883 74.8 790 83.0 652 68.5 790 76.8 843 59.9 780 77.7 835 48.0 780 85.1 824 42.6 700 621 819 97.4 79D 81.6 617 R14"4ln17.6 .8 760 115.E 857 B2.3 750 98.1 844 79.1 760 86.9 632 68.2 750 77.1 821 61.5 750 70.6 612 65.4 750 65.7 605 40.2 no 59.4 j44 58.2 588 34.8 760 65,5 588 1 583 74.4 600 80.1 583 82.9 481 61.5 6B3 54.0 483 45.1 563 48.9 475 40.1 563 44.4 468 38.1 563 40.0 482 30.0 563 36.2 33.3 445 22.6 553 31.8 442 495 61.1 443 49.5 405 61.6 435 42.4 495 44.8 427 37.1 495 39.0 421 33.0 495 36.1 415 29.7 495 33.2 4D9 2A.8 495 29.1 28.6 394 18.6 49S 25.0 390 7 391 42e .3 34.B 381 35.9 348 29.8391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.e 391 22.8 328 17.4. 391 19.7 17.8 315 370 39.2 335 92.0 3T0 33.0 330 27.5370 28.8 325 24.0 370 25.3 320 21.4 370 22.8 318 181 370 20.9 312 18.0 310 18.1 917 30.8 289 25.3 317 26.0 284 21.7 377 22.5 2Be 18.0 317 19.9 278 18.9 317 17.9 273 220 17.8 1 203 rnon v Anchor Capacity Table Qbs) Su stmle: 2.7k Conmale 3.5k Cone. HDII=CMU Hied CMU PT Wood Metal Anchor Clip Patterns Anchor TYPe 318' Elm Ullreeon 114° Elm Ullmeon 51". Elm Ullrecon 3I18' Elm Ul recon 1l4' Elm U(I aeon 114' SS Elco AggreGator 5/16" Elm Ultrecon 1/4" SS Elco AggreGator f410 Steel Screw (G6) 412 Steel Screw (GS) 012 Steel Serew (G5) Edge Dislence (in): Embedment On): i' 2-1/2' 1" 2.112" 1' 2-11Z" Y 3A18" 2" 0.4V O.b4' 0.32e 1.314" 1-314" 1-3/4' 1-3/4'1.1/4° 1.1/4" 1-1I4" 1-1/4' 2' 1.318" 1 318' (Bee nmte 4) 2AnchoM@)5-IAIn.O.C.I(2)2x6Angle Cllpe(Fig.1): 390Ibs 3801b9 4WES 8901bs H22541bs JNIA E 354IN 740lbs 468lbs 720 lbs 11821Ds 328Ibs 4201bs SBO Ibs 4 Anchors Q 3.S' Mln. O.C. / (2) 2x6 Angle Clips (Fig. 2): 7801be 7B0Ibs 79D lbe 16701be WA 1120lbs 936lbs 800lbs 23841be 6521bs 840 Ibs 112016a 6 Anchors ® 2.71" Min. O.C.1(2) 2x6 Angle Qips (Fig. 3); 71201bs 11201bs 95B Ibs 22461bs WA 106916a WA 13201bs WA 87BIbe 1260Ibs 1B801bs FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. AIJJL151MENT FORMULA: MI- =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 CAPACITY TABLE. 30" BAY MULLION I3.2/ 50" O co CD PRODUCT REVISED as colaplying with the Florlda B. IdibS Coda Ac_ anca No ' imti Cc to ' By Miem' adeProduct'Cantrol \\\11111111// \`N�NpN •..........yCl4c���i. * ' No. 58705 STATE 1) '•..,F<OR1Oi"--'•('j�� '/&/0NA\- �? A. LYNNIMILLER, P.E. FL P.E,# 56705 TABLE 13A Mullion Ca act Table Ibslk2 Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mulions) 5D In 601. 701n 801n 901n to01n 120In 140 In 3.26" 45 DEG. AL Reclergular Loading Trop/TdanB. LoedlAu Raclarguler Loading Trop/Tdanp. Loading Rectangular Loading Trop.Tdeng. L."d . R•clanguler Loading TrepRderg. Lo,ding Rectangular Loadlrlg TropRdang. Load4 Rectangular Loedl TropRderg. Loading Rectangular Loading Troprtdang. Loading Rectangular Loading TraplTdarg. Loading 1601n Rectangular Loading Trop/Tdeng. Loading BAY MULL.�' 421n F. s_`a� 170.0 a 620 a 1 00.0 435 .9` 170.0 gg �•s 744 170.0 .�' N e r; 478 .�& 170,0 ,. Sd QK BBB .,± g i 170.0 .S g� $@@ ¢¢ 508 i1 cY_ ry n "'$i �c 170.0 .�' ¢[C BB2 A' 3 170.0 ' ci` ado 519 a `3 f 170.0 $i ¢ K 1118 3n is 170,0 621 7 g c 170.0 U QK 1240 5 'c 170.0 $ ¢ ¢ 521 `y �� 170.0 '� $ ¢¢ 1488 g 3 170.0 E¢$ 521 3qq 170.0 L$ 1735 3 170.0 ¢$ K 521 3& gg � A 160.3 �4 �,5 as 1871 _ f c 170.0 ng 9 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 770.0 677 170.0 1417 170.0 680 183.7 1637' 170.0 880 140.3 1837 170.0 800 122.8 1837 170.0 BBO 50.625 in 170.0 747 170.0 683 170.0 888 170.0 837 770.0 lOg6 170.0 884 11-0 1195 170.0 723 110.0 1345 170,0 747 1170.0 1494 170.0 756 1,17.1 1652 170.0T766128.8 1552 170.0 756 110.4 1552 170.0 750 541n 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 155.2 7455 17D.0 B56 729.3 1455 170.0 1455 170.0 861 07.0 1455170.0 B81 80in170.0 eB5 170.0 701 170.0 1063 170.0 787 170.0 124D 170.0 8T8 157.1 1308 170.0 044 139.7 1309 170.0 898 1257 1300 183.E 9D4 104.8 1309 157.1 1309 157.1 882 78.6 1309 157.1 982 631n 170.0 930 170.0 745 170.0 ills 170.0 850 102.9 1247 170.0 840 142.5 1247 164.5 983 126.7 1247 152.6 965 114.0 1247 14q,3 852 85.0 1247 136.2 17A7 135.7 935 71.3 1247 135.7 935 881n 170.0 974 170.0 789 170.0 1189 170.0 903 148.4 1180 183.7 BGS 128.9 119D 147.9 045 738.5 828 103.9 1180 128.4 814 88.8 1190 11B.6 BBB 74.2 119D 118.1 893 84.8 1180 118.7 683 d J 72 in 181.E 1010 169.8 877 134.7 1010 744.8 659 176.4 1010 127.2 842 101.0 1010 114.7 828 105.6 817 80.8 1010 B8.9 807 87.3 1010 80.8 785 67.7 1010 87.8 700 50.5 f010 87.7 788 c 78 in 137.4 906 143.E 782 114.5 908 122.0 775 88.1 908 107.1 7B1 85.8 90B 98.2 749 88.2 738 68.7 90B 82.3 729 57.3 908 74.7 710 49.1 90B 71.2 710 42.9 908 70.8 708 781n 127,1 881 192.6 754 105.8 BB7 112,5 730 80.0 881 88.6 725 78.4 881 88.6 713 $70.08BI 81.0 703 83.6 8B7 76.d 684 63.0 BBt 88.1 6B7 45.4 881 B4,5 676 38.7 881 63.7 872 coin62.7 646 85.4 574 68.9 646 72.1 684 59.1 848 62.9 554 51.7 648 68A 545 50.0 637 41.4 640 47.0 530 34.5 646 41.5 519 29.5 646 30.2 511 25.9 646 38.5 607 96 In 66.2 668 70.1 608 56.8 668 69.1 499 48.7 568 51.4 491 42.6 $08 45.8 483 41.4 478 34.1 SSE 38,1 470 28.4 508 33.4 458 24.3 Still 30.5 452 21.3 666 28.7 447 108In 47.9 449 48.9 405 39.9 449 41.2 38g 34.2 449 35.7 393 29.9 449 31.7 387 28.6 44a 28.8 382 23.9 449 26.1 377 20.0 449 22.7 388 17.1 449 20.4 331 15.0 449 18.9 358 1111n 44.1 425 45.0 385 38.8 425 37.9 379 31.5 425 32.8 373 27.0 425 20.1 367 24.5 425 26.2 362 Z2.1 425 24.0 359 18.4 425 20.7 350 16.8 425 1fl8 343 1201n 34.9 364 35.5 331 29.1 369 28.8 328 2A.8 38q 25.8 321 21.8 384 22.8 317 19.4 314 20.5 313 17.5 364 18.7 309 TAnI 14q in C 49C 20.2 253 20.4 233 16.8 253 17.1 230 Anchor Capacity Table (Ibe) Substrate: 2.7k Concrete 3.6k Cone. Hollow CMU Filled CMU PT Wood Matel Anchor Type: Anchor Clip Pettems Edga Oistence ('m): Embedment (in): 2 Amhols ® 5' Min. O.C. / (2) 2s5 Angle Cllpa (Fig. 1): 4 Anchom @ 3.6' Min. O.C. / (2) 2A5 Angle Clips (Fig. 2). 3118' Elm Ultecon 1' 2-117' 1/4' Elco Ullmmn 1' 2•t/Y &16" B00 UlVamn &1/8' 3/18' Elco Ulirocon 1' 2-1/Y 1/q" Elea OlVacon 1' 2-1/2' 1/d" SS Elco Ag91.13 r 2" S/76- El Ullrecan 3.1I8° 1/4" SS Elca AggroGelo 2" #10 Steal Screw (GS) 0.48' #12 61(- Screx (GS) 0.59" #12 Steel Screw (GS) 0.324' 1-3/4' 3801bs 780Ibs 1-314' 3so Ills 7801bs 1-3/4' 450 Ibs 79D Ibs 1�/4' 8901bs 1670Its 2' 1700Ibs 21251be 1.114" 2101bs 5401bs 7.1/4" 280Its 66016s 1-114" 354lbs N/A 1-114" 7401bS 11201bs 1-1/4' 408 lbs 936 its 1.1/4' 7201bs 060 It. 2' 11621bs 2364 Its 1-3l8' 3261bs 8521bs 1-11V d201Ds 8401bs (see We 4) 5601bs 8 Anchome2.77'Min. O.C./(2)2x5 Angle 'lips (Fig. 3): 1120Its 11201D5 95810s 22481ba 22541ba NIA .01bs N/A 10591bs WA 13201Ds N/A 87810s 1280lbs 1120 Ibs 16801Ds FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,") X (VAN CAP.,°„,,,,,\ _ANCHOR CAP... `MULLION CAP.,,„,,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying lvith the FIDddo. BuildibS Code Accemm�ce No n-'ov�L2.e�, - (/ ,111111111/�r 1.YNN 41, * No.58705 9 tt 3011 STA E O i 0��,, . FLOR10?••'• ('jam NAN, kMIL A. LYNL'EE�, P.E. FL P.E.# 68705 --1 1.000" �- j-"j 1--.125' "III II STANDARD CLIP 2.1 i 0' I 6063-Tll ALUM, X.SECTION I t r 125" Lt U 8083-T6 T6 ALUM. X-SECTION 2.125" I .125°� ---i .740" F-- V X 2.75' X .650' MULLION 6063-T6 ALUM. X-SECTION Ir--I I--•125° 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" X-SECTION 125" 5.500" .375" 3.125"y CUTHERETO .375" _ CREATE F-CLIP, SEE MIN. I-�5.000' MIN. DETAIL F. SHEET4 .338"MIN. I .375"MIN. U-CLIP 606346 ALUM. 1.1b" I A A I E USED FOR ALL I'X 2"AND MIN. + 1" X 2.75' MULLIONS. - + O.C. SHEETS 6-8 0.312" �- 0.312' 0.225"TYP. TOPVIEW 3.000" MIN. .375" MIN. STANDARD CLIP 6063-T6 ALUM. TOPVIEW 5.500' .375° I MIN. MIN. D.C. 0.312" ID i C OFFSETCLIP A25" I 60ALUM. TOPVIEW 740" 1__ --r{ TOPVIEW .338" MIN. U-CLIP 6063-T6 ALUM. 1"X 3.125• X .500" A MULL ONLY, SHEET 9 E TOPVIEW 339" MIN. U-CLIP 6003-T6 ALUM. W .25'MULL X3LY,S SHEET A Hip MULL ONLY. SHEET 12 TOPVIEW 2X5 ANGLE CLIP 8063-T6 ALUM. TOPVIEW TABLE B 1.25' X 3.188" X .265' MULLION 6063-TOALUM. X-SECTION Mull Dimension (sheet#) PGT Part # Mullion Std. Clip Offset Clip U-Clip Angle Clip 1"X2"X.125"(5) 66605 666113M 6561118M 666243M 665511M 1" X2" X.375" (6) 666006 666114M 0561119M 666244M 666512M 1" X2.75" X.375" (7) 66607 666115M 6661120M 666245M 666513M 8) 66608 666116M 6661121M 666246M 886514M (9) ]X.265" ff 66637M 6661116M 6561114M 665242M 666515M (12) 66641 M 6661117M 6661113M 668241M 666516M (15) 69370 N/A N/A WA 866517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (In) For Mullion: A 1.625 1" X2" X.125" Aluminum Tube Mullion - B 2.654 C 0.895 D 0.740 E .450 Min. A 1" X 2" X .375" Aluminum Tube Mullion B C D 93A0,00 E A 1" X2.76 X .375 Aluminum Tube Mullion B C 0.757 D 1.118 E .450 Min. A 1.312 1" X 2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D 0.838 E .450 Min. A 2.000 1" X 3.125" X .600" Alum Tube Mull B 2.637 C 0.863 D 1.137 E .450 Min. A 2.625 1.25" X 3.188" X.265" Alum Tube Mull B 3.262 C 0.862 D 1,762 E .450 Min. A 1.613 1.26" X 2.11" X .121" Alum Tube Mull PRODUCT REVISED as complyhig with the Florida Building Code Accel,weeNo1LD '� ' ��CENSE •., �P ` No.58705 =� •'• � tt 3dt1 � w Q . STATE OF \\•` A. LYNN MILL E��, P.E, FL P.E.# 58705 -1 1.00D° 1.000" �- 4.000' 4.000" .125" .125" .125" 375" 11X4°X.125"-T 1"X4"X,375" MULLION MULLION W83-T6 ALUM. 6063-TB ALUM. XSECTION X-SECTION 2.661" 1.377"� .125° v 50' 30° BAY MULL608XSECTIO.228"--.981'-] 45• BAY MULLIO 6083-T6 ALUM. X-SECTION NOTES: I .125' 2.000" I 125" STANDARD CLIP 6063-T6 ALUM. X-SECTION 6.500° .375" 3.126"---� _ CUT HERETOCREATE F-CLIP, SEE 375" MIN. DETAIL F. SHEET 4 1.15" n MIN. I I Q+ `0 O.C..312" I I F I O S STANDARD CLIP 6063-T6 ALUM. TOPVIEW � .375° 5.50D•375" MIN. � i 1-' MIN. n I T I MIN. Y O.C. 0.312" 2.250" I 3.0ov, L -0 H O O O 1 j 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 0063-T6 ALUM. TOPVIEW 338" .450" O MIN. F 0.226" U-CLIP 6063-T6 ALUM. USED FOR ALL 1• X 4' MULLIONS SHEETS 10 & 11 TOPVIEW TABLE D TABLE C .125" 2.000" .126° 2X5 ANGLE CLIP 6063-T6 ALUM. XSECTION 5.000• - .375" r- MIN. .375" 0.312" MIN. L1J 2X5 ANGLE CLIP 6053-T8 ALUM. TOPVIEW Dimension Value (in) For Mullion: F 3.687 1"X4"X.126" Aluminum Tube Mullion G 1.000 H 2.680 F 3.187 1"X4"X.375" Aluminum Tube Mullion G 0.757 H 2.431) F 2.813 30" Bay Mull F 1 2,875 45' Bay Mull Mull Dimension (sheet#) PGT Part# Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X4" X.125"(10) 69364 666111M 6661122M 666241M 666518M 1" X4" X.375" 01) 66610 666112M 6661123M 666242M 666519M 30 Degree (16) 66649 WA WA WA 6655110M 45 Degree (17) 66650 NIA WA WA 6665111M oYo:� OJMIN. (BAY MULLS) 3.0D" MIN. O.C. (1" X 4" MULLS) PRODUCT REVISED as complvin%with Bte Florida v , .ttlllll,,,y UYNN eM7Z���,�. ' �10 F \ * No. 58705 * /- ST?E ��O�F ' •.,FLORID?: •'�G?`� /ONA%- A. A1(1IMICLLE P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet#) PGT Part # Mullion SW. Clip U-Clip Angle Clip 2" X 4" X .25" (13) 66602 686261 M 666271 M 6665112M 2" X 6" X .25" (14) 66604 1 666262M I 660272M 6665113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2,000" 4.000' .250" 2" X 4" X .25" MULLION 6063-T6 ALUM . X-SECTION . [--2.000'----1 2"X6"X.25' MULLION 6083-T6 ALUM. XSECTION STANDARD CLIP 2.00D" 6063-T6 ALUM. X-SECTION I .125^ 1.490" j �.125" N U-CLIP 2X5 ANGLE CLI P 2 125"6063-T6 ALUM. 6063-T6 ALUM. X-SECTION 2.000" X-SECTION Lj .125" L 125° k� O 3.500" CUT HERETO CREATE F-CLIP, 5.000"-{� .375° SEE DETAIL F. I I 375^ r_ '375° ,375^ 3.000"MIN. O.C. MIN. sHEET4 MIN. 0.225' MIN. O + O 1.715" 1.344' I 0.312' MIN. O.C. 2.686" O.C. rt - --- -- 3.438" QL--e i 3.438"--©----- 0.312" 3.438° I .375" O I O O O O`!' MIN. I I I j L 11 ------ 1 1 .1 37' MIN. O.C. STANDARD CLIP 6063-T6 ALUM. TOPVEW 5.500" CUTHERETO .3', 3.500" -{ CREATE F-CLIP, I SEE DETAIL F, •375" MIN. r- «rE I-Mw 9— 1.715' MIN. D.C._ 11,0 I O I `R1.312° 4.688" 01 0- 5.4, I 2.820° STANDARD CLIP 06346 ALUM. TOPVIEW 8" U-CLIP 6063-TS ALUM. USED FOR 2" X 4" MULLION, SHEET 13 TOPVIEW MIN. O.C. U-CLIP 6083-T6 ALUM. USED FOR T X 6' MULLION, SHEET 14 TOPVIEW 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW 2X5 ANGLE CUP 6063-TS ALUM. TOPVIEW PRODUCT REVISED as complying with the Florida Building Coda Acceptmce 4-D10Ex irationDBy Miami ade, ���` pNV ••.77C ��i �'�'�,. •'��CENSE ''.F'P No.58705 :�� •'. STA E OF .•• �•: - LORIOP: ONA" , A. LYNN MILER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD SEE `SEE FENESTRATION DETAILS, PRODUCT'S SHE APPROVAL\ \ 2-3 72' MULLION LENGTH L NO ANCHORS IN WINDOW SILL 32'-I1�-32• —I I --MULL WIDTH - OPEMNG WIDTH EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH-1 I-- SEE 32' SEE DETAILS, SHEETS FENESTRATION PRODUCTS 2. APPROVAL VERTICAL, r I - MULLION I SEE - —SEE LENGTH 8, DETAILS, DETAILE, OPENING SHEETS 2-3 SHEET3 HEIGHT FOR HORIZ. MULLION 72, SEE DETAILS, SHEETS 36', HO JZ. 36', HORIL MULL LENGTH IV --OPENING WIDTH FOR MULLLENGTH� VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=66". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1• X 2.76" X .375• MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1"X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE. THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 836 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF)X ( 638 LBS ) - 524.8 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-30. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1 "=105" AND THE OPENING WIDTH IS 36"+36"+1"=73. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .376" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2• X 4" X .250" MULLION (LENGTH = 108', OPENING WIDTH - 80') HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 36'+36"+2"=74", NOT 73"AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-1/2•+35-1/2"+2'=73"). 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (8) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72'+2" =106". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13. THE 2" X 4" X.250' MULLION (@ LENGTH = 42", OPENING HEIGHT= 120") HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +1.170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. N ® N N; o H s= REVISED a with the Florida V 1\111IIIIIt:� No. 58705 STATE F1 ••�4^ A. LYNN'rWLgi4, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: L PW LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED PW �/ /0Iwrimil ai LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION r-0i���:ttttt�.—HINGED /II// /I /"40 / II// . . ;I 0 DOOR DOOR LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: SGD AIDING OF HORIZONTAL ML LOADING OF (2) HORIZONTAL MULLIONS r.- = � 1��o/wm o' IIslII, �► LOADING OF VERTICAL MULLION -- iiiiiiiiiiiia., / oo n / HINGED DOOR i LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION Q J (L Q N.Z a0 �O u PW LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION Q J (L Q N.Z a0 �O u PW W Z Q 0 Q Z SH/DH LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REVISED 1) DRAWINGS ARE as complying with the Florida , Building Cod.AcceptaaceNo RERESENTATIONS OF TYPICAL ' PW CONFIGURATIONS. iretio Date ](p CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Dy THOSE SHOWN. Miami ad Prod`CV71 � / 2) IF THE LOADING TYPE CANNOT BE DETERMINED, y �y «!�c •' • ? PW USE RECTANGULAR o\ ��ENse *' LOADING. \� 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. — /4 �[ il FLOR\' p-` LOADING OF HORIZONTAL A. LYNN MILLEjf�,`P.E. MULLION FL P.E.# 68705 MIAMI-MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 261" Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/pera/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction, materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA --Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. r� DESCRIPTION: Series "HR-710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Witj.4 pact", sheets i through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/201 prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. t�'dg the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance_ n@nb r 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 logty state, model/ series and following statement: "Miami -Dade County Product Control Approved" unlesherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and th/ h een t� no change in the applicable building code negatively affecting the performance of this product. 00 TERMINATION of this NOA will occur after the expiration date or if there has been a revision o ge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eo ent of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. allure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY Y� NOA No. 11-1114.04 tti Expiration Date: December 21, 2016 Approval Date: February 16 2012 PP y Page I 4 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOAAIs No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked —up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked —up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 Along with marked —up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06 0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-081 S. 09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61 G 15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 1.2/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8-ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1l8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13116" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5116" OR 3/6" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13116" LAMI IG: (1) LITE OF 1l8" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.).GLASS, 3/16" OR 114" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN ,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL4859 AND FTL-5330. ELCO TEXTRON NON. 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. a 6/20/11 Rixww. D - -- - ---- - -- -- ADDED IO CAP TO BE7EMPERED +30FTNOTE. 1111 TECHNOLOGY DRIVE NoxOMIs, FL34275 � I cm. GENERAL NOTES na: ALUM. R 4115107 C ADDFTL5330TONOTES78CHG.NOTE8TOCURRENTEDIT. P.o.eox,sza NOKOMIS, FL 34274 HORIZONTAL ROLLER WINDOW., ft "I ' VWbly Better r»e»a+ra c '; —; ai°° N' Z128/06 J.J. 3/23106 HR7f0 NT$ 1 d 11 4127--10 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES .......3 ELEVATIONS..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 5 ANCHORAGE .................... 8-11 PRODUCT RRVISF.D as complying wily the Florida Boildlog Code Acceplanco No 1 t � ��•'v\GENSF'•.F'P Qom: ' '• * 140. 58705 ,41 z tIG�F` A LYNNi &R, P.E. P.E.p 68705 112" NOM. GLASS BITE 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 66,67,68,69,70,71 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 6/16' OR 3/B" AIR SPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS QD 13/16" NOM. 13116" LAMI IG GLASS W/ 5/16" LAMI a EXTERIOR INTERIOR 1/2" NOM. GLASS BITE (ALL SECTIONS) 63,64,65 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE PRODUCE REVISED 72,73,74 75,76,77 as wmplyhi8 wills the Florida Building Coda 3/16" ANNEALED OR HEAT STRENGTHENED GLASS No.090 SOLUTIA OR DUPONT PVB INTERLAYERDat�Clon ftcla 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED Miami Dade F. 3116" OR 1/4" AIR SPACE 1/8" or 3116" ANNEALED OR TEMPERED GLASS QD 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. '0 TECHNOLOGY DRIVE -�— tee GLAZING DETAILS NOKOMIS. FL 3427b P.O. B9X 1529 ALUM. HORIZONTAL ROLLER WINDOW, NOKOMIS, FL 34274 Vtdbly Better I - 8O1` Bi1M' pix9ipNp' HR710 Full 2 a 11 4127-10 ♦♦♦.�o�.l LYNN M//�F ��.�. * , No. 58705 & w= ' -0 3 1 ) �. '1� STA E F •• _W� ,S,lOI11 NAL�♦♦ A. LYN V UtlR, P.E. P.E.068705 TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WISAME DLO ARE 1" SMALLER) WINDOW I GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 4B" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TOI 63" TO 86 7/16" I G,H, I I I +60.0 I -60.0 I TO 86 7/16..D,E,F. +75.0 1 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 60 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -76.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" IC,D,E,F, I.J.K. L +75.0 1 -75.0 GLASS TYPES: TEST REPORT FTL4858 (XOX), FTL4859 (OX & XO) AND FTL-5330 A. 5116" LAMI - (1/8" A, .090,1/8" A) G. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAMI - (1/8" A. .090,1/8" HS) H. 13/16" LAMI I13-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 6/16" LAMI - (1/8"A, .090,1/8"HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAM] - (3/16" A. .090, 3/16" A) J. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) E. 7/16" LAM] - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/1VHS) F. 7/16" LAMI - (3/16" HS, .090, 3116" HS) IL. 13/16" LAMI I13-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4' SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) R-dey: J.J. Uem: 10117111 R'"b E NO CHANGETHIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS FL34275 P T DESIGN PRESSURES �.. •� n' J.R. --- -++ 1ADDEDIGCAP TOBETEMPERED rE0+30PTNOTE. 1800-02 DPs P.O. I30X 1529 �- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better 8i401 fib01' saw s"'°` R'" HR710 NTS 3 11 4127-10 E ILA FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. PRODUCT REV ISHD m complying willi the Florida Building Code Acceptance No G 'o Da I�O I Miami Dade Pro out Contro L`i OF ; _�; P.E.0 56705 If 27 3/8" MAX. DLO 54 5/16" MAX. DLO FIXED VENT 1 . y M P - / 0 x 110" MAX. WIDTH I.F. FRAME 1�---111" MAX. WIDTH FLANGE FRAMF _ 5' p DL F L DETAIL B- XOX (1/4-1/2-1/4) I DLO FIXED as ar io mnn. DLO VENT C 63" M FLAN A I A FRAI ALI 318" AX. I 56" MAX. CONF ) ALL / / DLO ALL XED I / VENTS TES / / 62" MAX. I.F. FRAME O X ALL CONFIG. C r 73" MAX. WIDTH I.F. FRAME --� 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 10/17/11 c E * NO CHANGE THIS SHEET '0 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 273/8".OL 27.OL MAX. DLO MAX. DLO VENT FIXED F � ''Ipi.4ui..�.''t i � y1 _ / 0 � / x I' y 85 7/16" MAX. WIDTH I.F. 88 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. kx 3E IE IG. Better 4LANT OR GASKET HEAD AND SILL -- 15 I.F. FRAME PRODUCTRUISGD 0 complying Willi the Florida — — Building Code Acccpteime No kL 111sf. v 13 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) ALUM. HORIZONTAL ROLLER WINDOW I sdw�mc e� sr:.c orwyw HR7f0 NTS 1 4127-10 ���\\`ONX IYNN Mj!lt�v�,i * No.58705 ir P srT*o 4U: . O '• � �'��'•. FLORIO. A. LYNIll th,Lf�h P.E. P.E.$58705 MAX. HEIGHT FLANGE FRAME MAX J SECTION C-C (VERTICAL SECTION, FLANGE FRAME) INTERIOR —"� MAX. FIXED DLO ----I 4 — MAX. WIDTH (FLANGE FRAME) 19 SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO ---+� �— MAX. VENT DLO r MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) U � SILL (VERTICAL SECTION, I.F. FRAME) 1070 TECHNOLOGY DRIVE�� NOKOMIS, FL 34275 -r--"`/VV'_ ND VIEWS. P.O.90X 1525 NOKOMIS. FL 34274 Ulstbly Better HEAD (VERTICAL SECTION, I.F. FRAME) ALUM. HORIZONTAL ROLLER WINDOW, I sMaabmr emm evet>ra»tona HRY10 Half s 5 11 4127-10 MAX. VEAT DLO PRODUCT REVISED m complying wide We Florida Building Code Accentmim No ll— l 11 11nuI LYNN ���; •'�\CENSF''•�F�Q �i k No.58705 * ' ,13 sI STA E OF : • LLl &/ONA\. 7II1 Illll\\ A. LYNt� I✓tILLER, P.E. REX 58705 REV DESCRIPTION NIAT'L PGT# A FLANGE FRAME HEAD 6063-TEAL 61223T SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 #8 X 3/4 PIi. PAN 1 iFAD 7834AA SASH STOP COVER (SASH STOP) 6063-T5 AL FLANGE FRAME, SILL 6063-T6 AL 64136 SILLADAPTOR 6063-TEAL 64137 ROLLER TRACK 6063-T6AL 64131 WEEP HOLE COVER POLYPROP. 71298 ADHESIVE OPEN CELL FOAM PAD 7PAD162( A FLANGEFRAMEJAMB 6063-T6AL 612225 GASKET FOR MAIN FRAME SI LL JOINT 74134W/K #8X 1.000 QUAD PN. SMS 781P A G SCREEN ADAPTOR 6063-T5AL 64110G B FIXED MEETING RAIL 6063HD-T6 AL 64054A WSTP.,.187 X .230, FIN SEAL 64066G SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 W STP.,.250 X .270 BACK, FIN SEAL 61683G ROLLERHOUSING& GUIDE 42112HD BRASS ROLLER WHEELS BRASS 7BRWHU HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N D SASHMEETINGRAIL 6063HS-T6AL 64006 W STP,..170 X ,270 BACK, FIN SEAL 67S 16G SWEEP LATCH DIE-CAST 71096 #8 X.625 PH. FL. SMS 7858 SASHSIDERAIL 6063-TSAL 64126 W STP.,.250 X .270 BACK, FIN SEAL 61683G BULB WEATHERSTRIP .187 X .275 67070K LIFT RAIL COVER CAP 74078"C" LO I.F. FRAME HEAD 6063-T6 AL 64139 1.F. FRAME SILL 6063-T6AL 64140 I.F. FRAME JAMB I 6063-T6 AL 64141 GLAZING SILICONE, DOW 899,995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) 6TP247W,k VINYL. GLAZINGBEAD BULB (THIN) 6TP248K B GI-AZING BEAD - 5/16" 6063-T5AL 64039B B GLAZINGBEAD - 5116" W/GRILL KIT 6063-T5 AL 644703 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 C GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5AL 6985 GLAZINGBEAD- 13/16" 6063-T5 AL 64067 5/16" LAMI (1/8" A, A90 PVB, 1/8" A) 5/16" LAMI (1/8" A, ,090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, ,090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, ,090 PVB, 3/16" A) 7/16" LAM[ (3/16" A, ,090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) R.E " ND CHANGE7HlS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 R"v(Ymf: D ADDED -MIN. -TO GLASS TYPES C ADD ITEMS 41,42 & 43 Ce J.J. D to 3/29/06 ITEA7 DWGH RFVj DESCRIPTION MAIL PVT# 66 GLASS, 13/16" LAMI IG-1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI 1/8"A, .090 PVB, 1/8"A) 67 13/16" LAMI IG-1/8"A (MIN.),3/8" AIR SPA CE,5116" LAMI 118"A,.090PVB, 1/8"HS G8 13/16" LAMI 10-1/8"A (MIN.), 3/8" AIRSPACE, 5116" LAMI 1/8"HS, .090 PVB,1/8"HS) 69 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAMI 1/8"A, .090 PVB, 1/8"A 70 13/16" LAMIIG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI 1/8"A,.090PVB, I/8"HS 71 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAMI 1/8"HS, .090 PVB 1/8"HS 72 13/16" LAMI IG•1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A 73 13/16" LAMI IG-1/8"A (MIN.), l/4" AIRSPACE, 7/16" LAM] (3/16"A, .090PVB, 3/16"HS) 74 13/16" LAMI IG•1/8"A (MIN.),1/4" AIRSPACE, 7116" LAMI 3/16"HS, .090 PVB, 3/16"HS) 75 13/16"LAMI IG•3/16"A(MIN.),3116"AIR SPACE, 7/16"LAMI 3/16-A,.090PVB, 3/16"A 76 11116" LAMI IG 3/16"A (MIN.), 3116" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVB, 3/16"HS 77 13/16"LAMI IG3/16'A MIN.,3/16"AIRSPACE, 7/16"LAM] 3/1G'HS00PVB,3/16HS 1014 SCREN FRAME HO& VER. 3105-HMA90 L 91 1630 1 ISFREETNCORNERKEYW/RINGS POLYPROP, 92 1631 ISCREENCORNERKEYW/OUTRINGS POLYPROP. 93 1073 1 SCREEN SPRING ST.ST. 94 1624 ISCREEN SPLINE-.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE-.135 DIA. HARD EM PVC 96 ISCREEN I CLOTH 2.710 2.824 .082 �I 41 I.F. FRAME HEAD #4139,6063-T6 2.784 PRODUCT REVISED complying with IN Florida BuildingCode Acce limo No E r 'o Do �3.152 .062 Mianil' ado Pro uct CwmLt4.062 43 I.F. FRAME JAMB ����\pN� LYNN #4141, 6063-T6 � �'� ,. �tpENSF '•,� �� 2.710 ;` * No. 58705 42 I.F. FRAME SILL 7:=2-#4140, 6063-T6 0 • PARTS LIST ��,SATOF ALUM. HORIZONTAL ROLLER WINDOW, IMPACT rH i10 NTS B d 11 �-4127--10 Rer A. LYNNtAILLWIR.E. E P.EN 58705 062 1.37.3Lrr=�,j 1. 73 2.710--� O FLANGE FRAME HEAD #4102A,6063-T6 ---II---.osz .490 �1.451� O SASH STOP #9025, 6063-T5 .062 1 3 1.349--{ 21 SASH TOP & BOTTOM RAIL #4133,6063-T5 i .050—r�.678 1.096—�~--►I -T 54 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) . 52 1.f O FLANGE FRAME SILL #4136,6063-T6 .as1 .437 T- .461 O HORIZ, ROLLER TRACK #4131, 6063-T6 2E062— 1 � —17 1.081 32 SASH MTG. RAIL #4006D,6063HS-T6 (� 05� II 1 12 .878 1.098 41—�----ILA T 55 GLAZING BEAD 7/16" #4222A,6063-T5 1.187 �— .062 3.(90 O FRAME SILL ADAPTER #4137, 6063-T6 1.. 7 Ljff�,062 I 1.403� 17 FIXED MEETING RAIL #4054B,6063HD-T6 37 SASH SIDE RAIL #4126,6063-T5 .050--' 678 1.115-y - — . 56 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) I�1.513� 040 II .738 1+�1.443- { O SASH STOP COVER #4053, 6063-T5 2.764-- l 1.363 ,062 13 FLANGE FRAME JAMB #4002A,6063-T6 050 678 1.096-1 53 GLAZING BEAD, 6/16" #4039B,6063-T5 6i 050 T--i . � 1 1.097 59 GLAZING BEAD, 13/16" #4007, 8063-T5 '0 TECHNOLOGY DRNE .-i• , • wvv, vas NOKOMIS, FL 34275 1Cs P.O. BOX 1629 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better sae sw>u• sea.e 0..9q i' F. HR710 Half 7 A 11 4127-10 E PRODuCr REVISED as complying wilh the Florida Building Code Accc Ianco No O%t o Dote Miami Dade to uctCo"tm X%1111111". \ \\N\��Co LYNN M/e1�,��/ �,IGENSF '•, .Q � No. 58705 • STATE OF SS/ONAL '�1111111111\\ A. LYNN MILLER, P.E. P.E.# 68705 ANCHOR QUANTITIES, XOX (1/4-1/2-1/4) WINDOWS ANCHOR TYPE GLASS TYPES A,B,C,G,H,I 2.3. WOOD 1 2, CONC 1, CONC 2.3, WOO1 & SUBSTRATE ZONES I ZONES ZONES ZONES WINDOW SIZE W V IN HEAD & SILL HEAD & SILL HEAD & SILL 'z HEAD & SILL 53.125x 38,375 48.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+ 50.625 54.00D 60.000 63.000 1+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 l2l+C2+1+C2+, 1+C2+1+C2+' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+: 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+' 60.000x 38,375 48.000 50.625 54.0D0 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+• 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+• 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+: 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+� 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+' 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 2 1+C2+1+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 R wBr J.J. new: 10117111 aeNswna: E NO CHANGE THIS SHEET mmur, J.R. - 6/20H1 R'M- D ADDED IG CAP TO BE TEMPERED +SOFT NOTE. Re ey. F.K. ab: 4115107 ReWeb C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. AD, ff w F.K. Me - M&06 e . J.J. oew: S/2aw ANCHOR QUANTITIES, XOX 113-113-113 WINDOWS ANCHOR TYPE GLASS TYPES A,B,G,H GLASS TYPES C 2.3, WOOD 2, CONC 1, CONC 2.3. WOOD 2, CO & SUBSTRATE ZONES ZONES ZONES ZONES ZONI WINDOW SIZE W V H HEAD & SILL HEAD '& SILL MnHEAD & SILL E HEAD & SILL HEAD &; 48.000x 08.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+( 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+( 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+( 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+( 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+( 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+( 53.125x $8.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+( 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+( 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+l+C2+1 3 1+C2+1+C 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 60.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+7C 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C 66.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+7C 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C 74.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 54.D00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C 84.000 x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C 54.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C 63.00D 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C 86.437x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C 48.000 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C NereO ey, J.J. aaro: 10117111 Nabibn¢ 1 11 NO CHANGE THIS SHEET . J.R. Oste: 6/20/11 N. D ADDED/G CAP TOBE TEMPERED +30PTNOTE. 1070TECHNO NOKOMIS, Ne F.K. ero: 4115107 NM C UPDATE TABLE S, SELECT VALUES DUE TO ANCHOR CAP. ADJ. P,o. eo Omen fir. F.K. Do.: 2/29/O6 cmnwe. J.J. m- 3/23/08 NOKOM15, ANCHOR QUANTITIES, XO & OX WINDOWS TAB ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, 2,3, WOOD 2, CONIC 1, CONIC 2.3, WOOD 2, CONC 1, CC ZONES ZONES ZONES ZONES ZONES ZON WINDOW SIZE W v H w =«+ g ' w cog zD� ' w�5 Tae ' w(o =af 2 ' w 0) =w Z < w 2.6 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+' 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+' 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+' 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+' 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+' 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+' 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+' 1+132+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+' 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+' 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+' 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+" 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+' 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+, 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+' 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+' 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+', 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+102+1 2 2+C2+; 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+; 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+5 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+; 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+S 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+; 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+5 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+; 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+S 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+S 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+: 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+; 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+S 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+; 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+; 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+; 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+; 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+; Rerotl �: Dab; R.Wbna: J.J. 1WI7111 E MOCHA NGETHIS SHEET Re try Deb: RarleWec 1070 TECHNOLOGY DRNE I J.R. 6/20/11 D ADDED IG CAP TO BE TEMPERED +30FTNoTE. TECHNOLOGY FL 34276 R.-Hr. Dab: F.K. 4/f6/07 aC CHG. TABLE# TO 8, 8 SELECT VALUES DUE TO ANCHOR CAP.ADJ P.o.eox 1520 D.. Dr. Mb: Dab: NOKOMIS. FL 34274 F.K. 1128/08 J.J. A3106 1 314' MIN. E.D. TYP. MIN. KSI 2x WOOD BUCK , CONCRETE NOTE 3 °° ": NOTE 1 lx WOOD ° BUCK, NOTE 3 1/4" I MAX. J SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX. ���--- I 1 3/8" NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO 1 3/8" TAPCONS EMBEDED 1 318" MIN. OR 1/W SS4 CRETE-FLEX EMBEDED 1 314' MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (135) OR 1/4" SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. 3, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/ THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. ����1111 WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM MIN1/4" MAX. SHIM —►I f� - 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. . I I (1.5 KSI CMU) ° OR O PER NOTE 1 O (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 . 1 3/4" EXTERIOR INTERIORI% ° °MIN. E.D (HEAD & SILL DETAILS A, B, C, D, G & H) TYP. 2x WOOD BUCK, NOTE 3 lx WOOD BUCK, NOTE 3 _T 4 SEE NAILINi INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR V CONCRETE ANCHOR, WOOD NOTE 1 ANCHONOTE 2 II II 1/4" / MAX. SHIM [/ MAX. MAX. SHIM SEE NOTE 1 0° 1 318 MIN. NAILING ..r :;'• II 1 3/4" MIN. MIN. 3.4 KS�r E.D. TYP. CONCRETE 2x WOOD DETAIL C BUCK, DETAIL D NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS R�Hder. Dab: ReNsqu: J.J. 10/17/!1 °u: E NO CHANGE THIS SHEET J.R. S/20/1D w,wons: NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, PL 3427s nr ��d R^—•+: C E E OTES & 2 R G RD G TR FIT DEF.K. ADD I.F.FRAME. CHGNOTESTOFSC, CUR NOKOMIS, FL34274 Visit DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) TYPICAL INTEG HR710 SEE NAILING DETAIL I (JAMB) ZONTAL ROLLER WINDOW, an"e as.nana Half ll N 11 4127-10 PRODUCrRRVnSED as cemplyhtg with the Florida BugdingCodc Acceptance No� lttlulli LYNN ' * ' No.58705 Q•ST2EOF�~✓�� F s ' A. LYNN �ILLER, P.E. P.E.4 58705 MAW MIANII-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11.805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.tniamidade.gov1pera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governink the .use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than'Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this ;product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:.Series `ISGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI"sheet5;1 through 23 of 23, prepared by manufacturer, dated 08/05/07:and last revised on 10/11/11, signed anti sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice.,of" Acceptance number and expiration date by the Miami -Dade County Product Control Section. <; MISSILE IMPACT RATING: Large and .Small Missile Impact Resistant Limitations: I. See table), 2 & 3, sheets 7, 8 & 9 of this approved -drawing set for applicable SGD unit sizes, des pressures, reinforcements, .glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable_ 3. All laminated glazing options are with interior HS glass, see glazing options, sheet], 5 & 6: LABELING: Each unit shall bear a permanent label with the manufacturers name or to o ci sta e ` ' ries ' g , ty, r and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted her `"n. RENEWAL of this NOA shall be considered. after a renewal application has been filed and there hasbe.ergfio change in the applicable building code negativelyaffecting 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 # 09-0826.10 and consists of this page l and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. ffl.�12E Courmr I NOA No 11-1018.14 �WKRUI ' RIEW Expiration Date: February 17, 2015 tt� Approval Date: December 01, 2011 ilk Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS i. Manufacturer's die drawings and sections (transferred from file # 09-0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets l through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94, 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL- 6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61 G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY .ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09-0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09-0177, 0177-A, B & C approved by CT Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E-1 -- -—••—•--•V�IMIIYV v�noouyuFc NOADRAWINGMAP . GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIORTOINTERIOR) DESIGN PRESSURE CHART GLASS STRENGTHS- T-TEMPERED HE=HEAT STRENGTHEO SEE TABLES 1, 2 & 3 ON SHEET INTERLAYERTYPES - SGP = .ODD DUPONT SENTRY GLAS PLUS OBPVB =.090 DUPONT BUrACITE PVB GENERAL NOTES......... S i G3.7116" LAMINATED: (2) LI7E5 OF 3/16° HS GLASS WITH AN.090 oePVs INTERLAYER. SHEETS 7, B & 9 QUALIFIED CONFIG..........24 G4 -7116-LAMINATED: (2) LITES OF 3H 6" HS GLASS WITH AN.090 SGPINTERLAYER GLAZING DETAILS............ 5.6 G3A- 9/10"LAMINATED: (2) LITES 'OF BPVB F 114" HS GLASS WITH AN .090 DINTERLAYER. ANCHORAGE,...................7-15 G4A-9116" LAMINATED; (2) LITES OF 114, HS GLASS WITH AN .090 SGP INTFRLAYER. DESIGN PRESSURES..,,... G5 - �INATED I.G. 3116° T EXT. CAP+ 3/8"AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16° HS GLASS WITH AN .090 DBPVB INTERLAYER. ELEVATIONS ..................... 7-9 7-9 f GB - 1" LAMINATED I.G. 3M IT' T EXT. CAP r 318" AIR SPACE + 7116' LAMINATED: (2) LITES OF 3116° HS GLASS WITH AN .090 SGP INTERLAYER, CONFIGURATIONS G5A-1°LAMINATED I.G. 114`TEXT, CAP +Sry6'AIRSPACE a7116°LAMINATED: (2)LiTE5 OF 3116" HS GLASS WITH AN.090 DBPVB INTERLAYER, VERT. SECTIONS..............18 2. DESIGN PRESSURES: GSA- 1' LAMINATED I.G. i14°TEXT. CAP +5118' AIR SPACE r 7116"LAMINATED: (2) LITES OF 31'16" HE GLASS WITH AN .090 SGPINTERLAYER. HORIZ. SECTIONS .......... 19.2( T A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. PARTS LIST .......... ......... 21 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. EXTRUSIONS. 22-x 3. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. S. REFERENCES: TEST REPORTS FTL-5900, FTL-8993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-5023, FTL-6024. FT46025, FTLS029, FR•6031, FTL-6033 AND FTL-6036. DATED 8I7/09, ELCO TEXTRON NOA:07-0426.01, 03.0226.05, ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 7, THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). B. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE. AS APPLICABLE. 9. CONFIGURATIONSI SEE OP TABLES (SHEETS 7.9) AND CONFIGURATION ILLUSTRAT40NS (SHEETS 2-4). A. D.LO. WIDTH = PANEL WIDTH-7° D. D.L.O. HEIGHT- PANEL HEIGHT- 8.25" i1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4° OR 6116° ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SEA CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCEAND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE#12 STEEL SCREWS (G5). 114" ELCO S94 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD} 3. WOOD BUCKS DEPICTED AS 1xARE LESS THAN 1 112° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 127 THICK ORGREATER 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. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BEA MINMUM STRENGTH OF 6063-T5 AND AMINIMUM OF 118'THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE#12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1.3. SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE- S. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NO"HRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4° SHIM SPACE FOR GROUT) 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. mncreb a.—MG,°mge N.MVm nedmaa gp wRegwmmonb cancmte StronsM Requimmant6 MawnryBMnpin Rnyulmmoab Naas and 3UI A. BOX 1521, NC cws., PL-14 DeSniennS Em2 = EmSedmBnl Ed - Edga OiMtanae Min = M6unwn CONCRETE SCREWS STRENGTHS. FyMIN. =135K51 F-MIN. = 177 XSI SERIES 770 ALbVINUM SGD - LMI mw,a W-I'M NT 1 r 23 PGT0002 rapaucTatvtsw FIMm ca°y II—IDIb.7 q t01111 11 �'I LY.N Ali, =i : 0J iC = 11 ;A STAIEOF :'\_�; i�X FLOROp' -C) ONAl- A. LYNNWL& P.E P.E p SMS APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SHTS.7-9 SHTS. 7-9 SEE D.P. TABLE, SHTS. 7-9 C SEE P 6 P SEE < i SEE 1 , 1 / t P P I DP /� TABLE T / ' TABLE ,e s$�I TABLE SHTS. SHTS, SHTS. 719 r r� e ` 7-9 7-9 a xP (ts - xo, ox, xx, oxo, oxx, xxo, xxx, SEE D.P, TABLE, XXP oxxP, xxxP S T S 7 HTS SHTS, 7-9 c M 3 EE oA 8 R Al A i , o 1 1 90'CORNER aCY,i PJ r.-a.tm A t ,] ,a �css Po 11-101 1L� 1 6Lsit3ad' �m,f.0' 1 I 1 1 I X 1 oxxo, xxxo, oxxx, xxxx, ,- bd ' OP CORNER, TYP, POCKET, TYP. POCKET DOORiCiCXxS ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING tlllll, Y LYMy DETAIL "S" OR "T" INSTALLATION. EXAMPLE: P?,•' �lcE.+SF 4P XXXX IN POCKET CONFIGURATION CAN BE XXXX P Pt P OR XXXXp. OXXX IN POCKETNa.56705 CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL, e,-X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL, =p'•.. will n ar 5 }Gry 1l11 C llOCHANGf THISSHEEI QUALlFfED CONFIGURATIONS 0,%. STATE OF (QQ.' % �c •• ;`<oR1oR••?; • •"' • • G � SMC afA "O 8 PER M"l CME COMMENTS ro}onarwoLocraarvE M]1(O.MIS, FL3 5 mSM 'A SERIES 770 ALUM. SGD - LMJ js�$' ,�ONA; �snf /1/}S•99 PERUMULIADECOMMEMS oo.fla11r629 NLWOLS FL3r9s N °""T"' ^" I�N,` 0.LYNN ML mP.E. oawo5 =llo las 2 " 23 P=002 c P.EI seros SEE R.P. TABU, It S 1 Dp I gill TABLE 5 7 + f oxxxo, xxxxo, oxxxx, xxxxx, xxxxxp SEE 90' CORNER EXAMPLE AND POCKET ` DOOR NOTE ON SHEET 2 SEE D.P. TABLE, ^...�. � w sl-lots-!4 SHTS. 7-9 ayd,ml aaos m ,3 I SEE ' ap TABLE SHTS. 1 V 1 y� �/ yy����/�/�/ ��ff������/y���// �/���/y�/ `���`-�"'1 fill xxxxxxp oxxxxo, xx)o(xc), oxxxxx, xxxxxx. CYNN h, Ka. 56705 APPROVED CONFIGURATIONS of :a lr iortu:7 c NbcwwcEmssNEEr QtJAUPIEV CONFIGURATIONS s,. tee' F� :' W: Jim rsGWamurnwvb 'O' ;FlQgloR•' (•jam=:` ORDS'rQ 8 AER MIAMI bAOECQ E NOKOpQs, Pt 1a A,o. sox+cle SERIES 770ALUM. SGD - LMI ''rJSEONAL �a'' SM 77/1flA9 A AER MIM1M(DMIECbiNR,ENYS „ g.nux mr ms NOxQWs, ft 7a71� m eatioe syr A ®w+s +.a A LYNR'6illl�fi. PE. SG oam6m9 m.�s s[3�lJ , NT$ 8 ,. 29 PGTWO2 C rF.a,aros SHTS. ?-9 APPROVED CONF)GURATIONS: SEE D.P. FABLE, S ! I 21 V 11 �1 TABLE Sw3ti ate, I 1 1 R �j X`x,`y, Y`x, }v1 �`y'(� %�Y xx`p' `1�,ux`g,`y,�/�/ �_—___J XXXXXXXp , SEE 80" CARUER EXAMPLE AND POCKET DOOR NOTE ON SHEET .etanuGearsvax� SEE D.P. TABLE, SEE DP I TA S7 BS 1 /•��M`/��� �/���'`��/� ryry�K�ry y� vvv��\\ rr``''vvvy _-r• - -__� ,Il loot!!, OXXXXXXO, 1W xxxxo, oxxxxXXX, NWUVIM, \\`ONI ,� .�• ••• .t,, ���p � '� :• No� 597C5 c`� ,I wlagvii C NO Lp,;gq•GUHJS3HEET STAiE ,No iEctWoIOGYDwVE no"u-180 M"I—GURATIONSWA �''•.. FLoa,o,: %\\v sx+c owsno a vm74Aevono5coxvENrS yomw.•R Nee G•` �� fo SEI?lEST70ALLADL SOD-LMI �!, IpNg4„ ` 9(!C IUlz9.+ �A pEi161riW MO$WW+ET179 P.4 aM'lity U11!„+ Mw _ i°' °^ A• LYNN WU-kF, P.L su 9BIa51Ss scona NTS 4 e 23 -o PGtVW12 C P.E,6547p5 SHTS.7-8 3 SHTS. 7-9 _g EXTERIOR ERIOR 2Q2 3116" NS GLASS EX1ER10R 2t)4 3116" 11S GLASS .090 08Pyg 74 D90 SGP 3116' yS GLASS 3118" HS GLASS 74 7116" NOR 7116" NOM• 82 OM. 314" NOM. SSE GLASS W-314 $0 ITE 54 54 7116" LAMINATED GLASS TYPES G3 7/16" LAMINATED GLASS TYPES G4 ouOauR a¢afas D, aaoyyly=fe ax ss.+.>o EXTERIOR 2a311a15•!U 1/4' R8 GLASS EXTERIOR 2U5 1!4° yS GLASS .090 DSPVB 74 .090 SGP6 114" HS GLASS 1/4" y5 GLASS 74 9116' NOM. 9116" NOM. 82 82 314• NOM. 3f4' NOM. GLASS GLASS 84 BITE 81 BITE 54 54 9/16" LAMINATED GLASS TYPES G3A 9/16" LAMINATED GLASS TYPES G4A I l f l„1 L. NN ``.`oNy � � NB. 56765 a Q JJ. fA'it/f! 1"0 NO CH4NCiETIf1SSl1FFf f"7DTE MOLOfiroRlvE GLAZING DETAILS `P '.• STATE OF G(� PLCRIOP "° • fl"sni nA N(x=ff4 F181175 •., .. rvrsms PER M7AMICADECCMMEN75 P.o.BaYrs�e NOX0.'b9, FL JIZ]t ® SERlES770ALUMINUMSGD-LMI SSIONA`' ALYN"I faJ6. P.Ep SB7B5 K. SMC o.m 0$4i09 wauq t>em `"0�- a++v"* e5GD770 1VTS $ a 23 PGT00p2 C EXT RIOR 2'10 311fi" HS GLASS .090 D3PVB 3115 HS GLASS 3/8• AIR SPACE —>I 1" NOM. 314' NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 EXTER40R83116" HS GLASS ,098 DBP1B 3/16° HS GLASS --+ 6116°AIRSPACE 114.7ASS V NCM NOlul. 314" NOM. GLASS SITE TRUSEAL DURASEAL SPACER—/ 1" LAMINATED I.G. TYPES G5A 2� 2 3116° HS GLASS EXTERIOR .090 SGP 311T HS GLASS — 318° AIR SPACE 3116" T GLASS 1" NOM. 314° 14 M. GLASS BITE TRU$EAL DURASEAL SPACER--/ 1" LAMINATED I.G. TYPES G6 213 311 fi° HS GLASS EXTEFWR .09D SOP 3116"14S GLASS — SIY6" A1R SPACE 1/4' T GLASS Y" NOM. 314° NON. GLASS BETE TRUSEALDURASEALSPACER --/ 1" LAMINATED I.G. TYPES G6A NORCMIS, FL 30M P f). E9X fS29 NQYOMLS. fL L77'a 8 m 231 P070002 +'awmC AaVADeB ®eegµ>W� rea ibe R.m. a 11� z ,z�„rinrnr ``� • .L LYNN A;;T 'i,� -ENSg 140.68T65 .�^ ;a-,� lol1Jl W; FLOR10p;ec; FSSI)0tN1 A� A LYNN M4.LEft P.E ` P,E.450105 _ DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-STANDWI)STILE-STANDARDASTRAGAL TABLE I. r HEAD 6 SILL (HAS) INTERLOCK, STRAIGHT A CORNERASTRAGAL CLUSTER KM M-ERME VATEAhGHJR QTY. PER PANT H A S. >JANBANCHCRQTY. >RHOOKANCKCRQT'. Anchorl`yp s C3-7/16'LAMMAT®GLASS-(3/16'H.S.1 PdS/3116°HS.) 1)-1/4' ELCD ULTRACON(FORMERLY TAPCON 03A•9116'LAOINATD GLA56-(1/4' KS. I P/B 1114' KS.) 2)'114"554 CREIE-FLEA( G5. VIVLAN1MTEO LGU-W16'TEMP. 1AR/ 3116'HS. 1 P/B IV16"H.S.) 3) WIG'ULTRACON GSA-VIVLAWMTED I.G.U.-(1/4"lBUI. IAIR 13116' H.S. I PVB 13116" KS.) 4) -412 STEEL SCRE4V(G5) ' SEEANCHORAGENOTES I A 2 ON SHEET 1. UNIT HEIGHT 60 84 90 95 NOM PANEL FRAME cl 0 p 9 O a pp1 O z WIDTH SIDE U U 55 U U S S U U GLASS TYPE -3,3A 5,SA +60 -60.0 +60 -60.0 'SO -50.0 +60 -6D.0 0 HP.S C4+i C4+t C4+2 C4+1 Ca+1 C4+2 Cba} C4+1 C4+2 C4+1 C4+1 C4.2 24 JA1JB 10 10 70 10 10 f0 10 10 10 10 70 10 a` P-HOOK 5 5 1 5 5 5 5 5 S 5 6 5 5 GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 .60 60.0 E HAS C4+1 C4+1 C4+2 C4+1 I C4♦1 I C4+2 C4+t C4+i CA+2 C4+1 G4+1 C4+2 30 JAMB 10 10 10 10 10 10 10 10 10 1D 10 10 d` P-HOOK 5 6 55 6 5 5 5 5 6 5 5 GLASSTYPE-3,3A5,5A +60 50.0 +60 -60.0 -60 -60.0 +60 -60.0 HAS C4+1 C4+1 C4+1 C4+1 C4+4+1 CC4+1 C2 4+ 04+1 C4+1 C4+2; 36 JAMB 1 10 10 %2 10 1D t0 102 10 10 10 10 10 10 .21 P-HOOK 5 5 6 5 5 5 5 1 5 1 6 5 5 8 GLASS TYPE- 3, 3A 5, 5A +60 .60.0 +60 .60.0 +60 60.0 +60 -60.0 9H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 04+1 C4+2 C4+1 C4+1 C-4+2 42 $ JAMB 10 10 10 10 10 10 10 10 15 10 10 10 d` P-HOOK 1 5 1 5 b 5 5 5 6 6 6 6 6 8 GLASS TYPE- 3, 3A 5, 5A *60 -60.0 +80 60.0 +60 60,0 ♦60 -80.0 �+ H85 C4+1 Cjo C4+2 C4+1 C4+1 C4+2 C4+1 C4+7 C4+2 C4+1 C4+1 C4+2 48 5 JAMB 10 id 10 10 10 10 10 10 f0 10 10 ?-HOOK 1 5 5 1 5 6 5 6 8 e fi 7 7 1 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 114 SILL. 2 WHEN USING THE 2 lir SILL, POSITIVE WATER OP IS 46.67 PSF.MAX. WHEN USING THE 4' SILL POSITIVE WATER DP IS 60.0 PSF MAX, (NEGATIVE PRESSURES UNCHANGED). SEE TABLE TA 3.4", 31/4' AND 2112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT WAGRAM); THIS 0ONDIT10% IS NOT RATED FORWATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SRE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O= EXAMPLE ON SHEET 10 TABLE 1A SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH 1-1/2" WA LOW 2-1/2" +46.67 PSF MBO 3-A14° -* 60.10 PSF HIGH 4" t 6D.0 PSF SEE NOTES 1-3 DLO WIDTH - NOM. PANEL MOTH - T PLO HEIGHT = 9O M. PANEL HEIGHT - 6.25" P.O. BOX 157D I L J �l SERIES N alfkS AL M274 J �J �9' u 60 irtr. fll� v113 i7 ' E%.. TANPARD ASTRAGAL STANDARD STILES SO- OUTSIDE CORNER 60' INSIDE CORNER OH LENGTH °°•� OVERHANG OH LENGTH OH OH HEIGHT HEIGHT II` al 0 EQUAL TO 1 OR GREATER SEE NOTE 3 7 - 23 1 PGTOD02 iN04oCT15s10ti4m wa6 °a 9Lsa® air I-l0 -IV eaa ;.eNss = •k; Na.56T65 -0••�oATEc(I ice: ",;SSION'N'1, j, NN ` A. LYMUTER, P.E. P.ED 50705 DESIGN PRESSURE ANDANCIIORADE- UN•RE00'ORCEO •HEAVYDUTYSIILE • STANDARD A6TRAGPL TABLE]. 1¢AD 8WO OR QT 04-SHOOKANCHORK7 &OOWlHIASTFW GAL O.LGTCR RU6 LVIF144®14TEANOWR q1Y. PFIi PANF1116 b, AAMO AFCFgR Dtt. +RHOOKANCLWROIY. AA-TYPe'+: GI.7ne'tAroOwITIDGLASS-(L74"Hb.IbGPl7l1B'IIS) 1)-1A1'ELCOUL1PAWN(FORN4-T4.YTAPLVN G4.t. &YB' WdIN4T®GLASS• (114' Flo I SGN IW KS.) 21 'V4"S$4 LAEIEFT.FX GB-!I1B'lAt7IWT®LQU.-{3118'iBN. /AW12L16-Hi/SGpl1'IB'l45) 3)'&,v ULTMCDN GSA • 1116' lAMN4T®lG LL - lV4"fYEP. fAP11�1a'KS.l SGP13�16' HS.) 41, W2 SIffi SCRLX(GS) . 6EEANOWPACE NOTES 182 ONSFIF)=F I. UNITHEIGNT 9g 9fi 102 1O8 141NOK 1Z0GLASS PANELFRAMEvADTH SIDE °3 hlEt U gGLASS ❑NOM TYPE-4. 6,6A 60.0 •60.0 60.0a0D 60.0 .60A 600 .60.0 80,0-6010 60.0 •600 60.0 4 D.0 -60.0HILS C441 GH C6+2 C4M G1 C&+2 G+1 C4+f CG+2 C411 C4+1 C6+2 GH GN C6+2 C4+1 G+1 C5+2 C4+1 G+11 G+1 G6+21010 1D 10 70 10 70 12 12 12 12 12 12 12 12 12 126 9 5 5 5 5 5 5 5 5 5 5 8 6 6 8 fi 6 fi 6 fl 6E IW•4.6,BA 60.0 40.0 80.0 aoe 60p a0.0 fi0.0 30L 60.0 -60L 80.0 -60.0 60.0 -6,0 -60.0H&S G+1 G+t C8+2 C4+1 C4+1 C6+2 G•1 GH L6+2 G+1 C4+1 CG+2 CI+t G+1 C8+2 G+1 C4H C6+2 C4+1 C4+t1 Get C8+230 LAMS 10 10 f0 10 f0 10 10 t0 f0 f0 10 70 12 f2 12 12 t2 f2 J 12 12 12 12P•HDOK S S 5 5 5 5 5 5 5 5 5 S 6 6 8 6 B 6 6 6 6 6GLAgy TYPE-4,4q 6, BA GOD -0Op GOD 40.0 GOD -0OD 60.0 •bop 600 40.0 60.0 .60.0 GOD .60D.0 -60DH6S G+1 G♦1 CB+2 G+i Cd+1 C6+2 C4H GH Cfi•2 Cdr1 C4+f C6+2- C4N COH C6+2 C4+1 GH C6+2 C4+1 G•1+1 G+1 C6+238 Y JM,® 10 10 10 10 10 f0 10 70 10 10 10 10 12 12 12 12 12 12 12 tx 12 12 3 P•HOOK' S 5 6 5 5 6 6 b 5 5 5 8 6 6 0 8 8 6 71 7 1 7 T 7 7 CA_AS TYPE-4,4g6,8A 60.0 40.0 60.0 a0L 60.0 -00.0 60.0 -60.0 1 60.0 -8010 1 60D -0OO 60.0 40L 601) -Sao H&S C4+1 G+t C8.2 C4+1 C4+1 C8+2 C4+1 C441 1 C6+2 G+1 C4+1 C6+2 G+i G+1 CE+2 G•1 C4+f CG+2 C4+1 G• 1 C6r2 G+1 C4H I C6+2 42 JA178 10 10 10 10 1D 10 10 10 10 10 10 10 lx 12 12 1 12 1 12 12 iZ 12 72 /2 li 12 P•HOOK 5 5 5 5 5 5 6 6_1 B 6 6 6 6 6 1 7 7 7 7 7 1 7 B 8 6 5 GLASSTYPE-4.4A6,BA GO.0 •60L NO a0L - 60.0 .80.0 60.0 .60-0 609 -00.0 fi0.0 .60.0 80.0 a0p bop a .O HSS G+1 G+1 CBr2 GN C4+1 C6+2 C4+1 G+1 Cfi+x C4+1 C4+1 C5+2 C4♦1 C4+1 C6+2 C4+1 C4+1 C6+Z GM G+1 C6+2 C4+1 C4+1 C6+2 40 JAMg 10 1.1 101.101 101 10 10 10 10 10 10 f0 12 12 12 12 12 12 12 12 12 12 12 12 P4100K 5 5 1 5 1 B 1 B 1 8 6 6 6 7 7 7 TI 7 7 B 6 & 4I IBI 6 9 1 919 GLASS TYPE-4,4A B. 0A 6" -60.0 160D -60.0 60.0 -80.0 60.0 •60p PANELS OVER 48" WIDE NOT AVAILABLE OVER 96"HIGH N&S 5A JANL ddd��� P•HOOK C102 C412 C5+2 C4+2 C4+2 CS-2 C4+2 C412 C5+2 C4+2 C4+2 C$+2 10 10 f0 10101 10 . 10110 iD 10 ' tD 10 g 1 g 6 8 6 6 6 6 7 7 7 7 GLAS$TYPE-4,aq e, 6A sop 40.o fi0.0 4o BG.o 40.0 a0,0 60 C HBS � JAN21 Pa1001( G+2 G+2 C5+2 G+x C4*Z L5+2 C{+2 G+2 C5+ 4+2 G+2 C5+2 10 10 10 70 10 10 10 10 10 70 10 8 6 $ 6 8 6 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114" SILL 2. WHEN USING THE 2112' SILL, POS171VE DP IS 45.67 PSF MAX WHEN USING THE 4" SILL POSTTNEDP Is 60.0 MAX (NEGATIVE PRESSURES UNCHANGED), SEE TABLE 2A. 3.2112'. 3 1!4' AND 4' SILLHEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER ONLY IS NOT REQUIRED. POSITIVEDESIGN PRESSURES SHOWN IN TABLE 2 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM}; THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 fOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FSC EGRESS REQUIREMENTS. n-A FL 04275 A.O. L6Y fR A17 &H&FL.]f274 O= EXAMPLE ON SHEET 10 TABLkj)�-lsv- WUH SILL HT. SLL RISE 1®GHf FLLAH • t-12' LOW -2.12' um -ll)4w - P +60.0 FSF SEE NWES1.3 SERIES SG0770 61 Tc 67 STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7OR 9 FOR 90' INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM, PANEL HEIGHT - 825' (+ OH LENGTH OVERHANG OH LENGTH ON 611 HEIGHT HEIGHT I N EQUALT01 OR GREATER SEE NOTE 3 B > 23 PG,n=2 60e®n6v IYitl1'F89 1a �b1416@aXS c>�rme-tOlSlly mm z IS qT Vti•. .L.I.wu�� 1l I I t U If ``.SON•( vl(NN A;114E �1�';.��cENSE'•. R� it : ND. 56705 �_ P.' STATEOF ,c�� fe,7s!oNn�,,t' DESIGN PRESSUFZEP14D ANCHORAGE -UN-REINFORCEP-H OUTYSTILE-HEAVYOUTYASTRAGAL TASLE3. I HEAD & SILL (H&S) WERLOCK STRAIGHT& CORNER ASTRAGAL CLUSTER PLUS NfE1ME DATEANCHOROTY. PER PANEL H & 6, .,LAMBANCHOR OTY. +FLHOOKANOE60RGTY. AncO. Types: G4-7116"LANNATED GLASS.-I116"HS I SGPM16"HS.) 1) •1/4°NCO ULTRACON IFOFIMAILY TAPCOIQ G4A-0116- LAMINATED GLASS .(1W KS. ISGPI AW KS.) 2)'1W 5S4 CRETE-R£( 0-7116°LAMINATED I.GU.-(3116" TOM.. IAIR 13/16' HIS. I SGPI al%6 H.S.) 3)'516°LILTPACON G6A-VIV LAMINATED fiG.U.-(114- TEMP. IAIR / 3H6' HS. ISGP13115-HS.) 4)'012 STEEL SCFWCG5) • SEE 1 82 ON SHEET 1. UNIT HEIGHT 8 84 90 96 N004 PANEL FRAME O pp p U U S U U S U 0 WIDTH SIDE U N U U GLASS TYPE-4, 4A 6, 5A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 H&S C6+2 Cfi+2 C5+2 C6+2 CB+2 C6+2 C6+2 C6+2 GO C8+2 C6+2 C8+2 24 JAMO 10 f0 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 6 5 5 6 6 5 B B B 6 GLASS TYPE -4.4A6, ESA 90.0 -9D.0 90.0 -900 90.0 -90.0 901) -90.0 H&S C6+2 C5+2 106+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 30 JAMB 10 1D 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 8 6 6 6 6 7 7 7 7 GLASS TYPE -4,4A 6, 6A 90.0 ..90.0 90.0 -60.0 90.0 -90.0 90.0 -90.0 @ Ie H&S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 CS+2 C6+2 G6+2 C8+2 C6+CO2 2 C6 36 JNJB 10 10 10 10 10 10 10 10 10 10 10 10 d P-HOOK 6 6 7 7 7 7 7 1 7 5 5 8 8 GLASS TYPE-4.4A,6,8A 90J) .90.0 90.0 .90.0 90.0 -90.0 90.0 -30.0 @ HOG C6t2 C6t2 C6+2 C6+2 C6+2 G6+2 CG+2 C6+2 C6+2 C6+2 CB+2 C6t2 42 JAMB 10 10 t0 10 10 10 10 10 10 10 10 10 � P-NOOK 7 7 7 7 7 8 8 8 8 B B B CLASS TYPE-4,4A 6, 5A SOO .90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 9 N85 C6+2 C6+2 C6+2 C6+2 CB+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 4B � JAMO TO 10 10 10 10 10 l0 10 10 10 10 10 a P-HOOK 8 e 1 B B 6 1 8 9 9 1 9 10 1 10 1 10 1. POSITIVE PRESSURES IN TABLEARE BASED ON THE USE OF THE 4' SELL. 2. WHEN USING THE 2112" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3114° SILL, POSITIVE PRESSURES IS SILOPSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A 3.21f2 , 3114", AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 11V SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION I$ NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6... DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. !J. 10/11Hf pC NO CHANGE TNS SHEET 61 Fxr. 66 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES DLO WIDTH= NOM. PANEL WIDTH .7' €;_T, tte OLD HEIGHT= NOM. PANEL HEIGHT -8.26, SO' OUTSIDE CORNER TABLE 3A SILL HT,VS POS. OP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH -1-12' WA LOW -2.112, +40.67 PSF N7ED -3-114' +80.0 PSF HIGH - 4° + 9D:0 PSF SEE NOTES 1-3 Aa 9pK 199 NOKOWI, R i42T4 9 Qe sw770 90• MADE CORNER rOH LENGTH I OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUALTOI La ORGREl1TER a SEE NOTE 3 9 123 1 PGT0002 rYODUCTRE+'1LSS+ �av+i+o6amlb,scao-a iD1µ 9spE:=pm iisn a za IS 061tr' t 11 t11nhr �� 7�"2•..�1CFJdsE �'�.. � ' �'• 58705 A LYNN MILLER P.E. P.E.o56705se>os nrrnwcu nrvcnun I rrt5: 11114" ELCO ULTRACON {FORMERLY TAPCON) 2j 1!4• ELCO SS4 CRETE-FLEX 3) W16" ULTRACON 4) IV STEEL SCREW (GS) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1, SHTS. 7-9: HEAD & SILL ............... 8"MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8- FROM CORNER ANCHORS CAN BE INCLUDED). ADDTIONAL ANCHORS 24• MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90° CORNER ON BHT, 11-12. JAMBS & P-HOOKS-.6° MAX FROM BOTTOM AND 21' MAX O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PER PANEL°ARE 8* MAX INTERLOCK 3.6' ASTRAGAL INTERIOR 8. MAX TETWEEN THE HEAD AND SILL CENTERLINE SEE CLUSTER DET., SHT. ti CENTERLINE 8' MAX BETWEEN CLUSTERS OR THOSE TYP I BETWEEN A CLUSTER AND A - o q FRAME JAMB OR P-HOOK 2.04° 4.051° III II 1 f I� d I 4.05,• ^ 3.5' �•I 1-0— 35' ---1 I 1 24' MAX. O.C. I EXAMPLE OXX ANCHORAGE PLAN' C4 t 2 HEAD & SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) = (14)ANCHORS TOTAL nP m PANEL, 48, x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR C4r2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP. JAMB CLUSTER SEE CLUSTER 2 C4 2 C4 2 Cq 2 DETAIL BELOW /- DETAILS, SHT. 11 1 1 I 6" o ' 3.5° TYP. FBELOW SEE NOTE (7)P-HOOK ANCHORS 14, 24' R_ INTERLOCK MAX. CENTERLNE 3.5' TYP, NAX � o \ o70'MAX. ` 3 u MAX •-FRAME ANCHORS 6" M 21 o oHOOK AN ANCHORS , LL e o 3' 0 MAX MAX. I AAx ^L 6" M, j F2 8° MAX. TYP. I `X rRODUCT acvlsem —rww � � (10) Aa�—ft II-IG)5.1/{ tc ANCHORS f-pl..d.o )'C' PER JAMB (SEE SHEET ` W ' JL ow' e mad 13 FOR CLUSTER O.C. SPACING X. —111­ EXAMPLE OX-90" OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 95" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE SEE CLUSTER➢ETAILS, P17ERLOCKCENTERLINE SHT. 11 R- 8•MAX I Ilr 1 f 0 0 0 o 14,051" �` �y IVNN AaaA7 q�F F MIN. '���.�'�•'��cENSE ',_'P �' O.C. � c : .•. it 2.D4. No, 65705 EXTERIOR SEE CLUSTER DETAILS, BHT. 12 NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS 1YPICALJAMB CLUSTER FOR DETAILS = M. N.O. P.08R 8 NN ON SHEET 15 FOR - 00 NCHORS •'; a'II f I .;' J.J. !D/11/!i "C NO CHANGE Ms SNFET °f�i0n �'Q $1g7E OF PMTECHNOLOGruAryEpff. ANCHORAGE SPACING & EXAMPLEPLANS %0�'•., FLDRWP• C2��` 361C OLDNO 8 MA ElNMpIpE [.YYflIfA"5 NO+(OMfS,R S, _.r �. r o. E rs�SERIES 770 ALUMINUM SGD - LMI S'SIONAL sec rinses — v&rwaautwoe4v61aENrs qlr ShlC QS/Q5N9 Ru a�07fOM1$FL 34il!snw.., we me a.m.w .., A.L"' F, L PE` srm/o NTS 10 a 23 PGT0062 C r----------------- ----------, -------------- -- -----, r---------------- ASTRAGALOR INT. ASTRAGAL OR I INT iCS7RAGALOIF-� I Imo' I�-INTERLOCK { I [-�—INTERLOCK I I INTERLOCK { Y CENTERLINE i 1 1 CENTERLINE i j CENTERLINE I 3.6 I I 1 { { I 1,75 { 3.5 I 3.5 1.75 l I 1 I 1 I F���rrr--- 4A51 i i o---� i i $ 4.051------ { 1 d^pI I I I { 2.0401 1 _ __71100 _______-__J �___ 2-TRACK. ASTRAGAL / INTERLOCK 2-TRACK. ASTRAGAL / INT-ERLOCK 2-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER- C4 ANCHOR CLUSTER - C5 ANCHOR C1 USTER - C5 ___-__------------- _ ____ _ IA AL O� , rq"$17{MAX—ow _____� �-QAL O}�_________ � t INTERLOCK IM• i { INTERLOCK M ' { i INTERLOCK IN ,T { ALL 6IMENSKNSS SHOWN CENTERLINES { { CENTERLINE 3.5 i { CENTERLINES I ARE BASED ON MINIMUM 3,5 i i { { 7 I 9 5 i ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. 1 1 1 I I I 2040 1 ! { 4.072i { { I o n" 1 TY0�6CY H6v1:SD —_ — owatMwvka l4r Lr=—__,..__________�____________J ___ 4.049_ J L_____________ J Dri7WCo� 3•TRACK ASTRAGALlINTERLOCK 3'-TFfAC-K ASTRAGALIIRTi:`RLO'dK - 3-7RACK.AS'RiAGAL}INTERLOCK °i RD ^151 ANCHOR CLUSTER- C4 ANCHOR CLUSTER - C5 ANCHOR CLUSTER - 06 �6'sst .AYT-R-AU OR'------------, ------, - , 1 INT. 1�li}�GACa12 ______ INT. 1 �A-ST�iAGAL 6�_______---INT 1 I INTERLOCK—'1 -- { INTERLOCK I I INTERLOCK 1 { CENTERLINE I I CENTERLINE I I i CENTERLINE i i 1 i i 3.5 { 1 3'e i I 3,6 I I i4.046 2.0401 { 2.0401 1 1 2.0401 5.365 {--4.045 {4 i I 0 I L ---- - _ _ -0951_ J L---------�T! J L- _�' _--___-J-2c'O•. •>:NSE'•. �P 4-TRACK• ASTRAGAL! INTERLOCK 4-TRACK ASTRAGAL / INTERLOCK q-TRACK, ASTRAGAL 1 INTERLOCK ANCHOR CLUSTER-C4 ANCHOR CLUSTER-05 ANCHOR CLUSTER -C6 =• i( Na. 59i05 -.p •. (O III (f/` �C NOCNANGE 7MSSHEET ,. mm TEcm otocravVF ANCHORAGE, EXAMPLE CLUSTERS ,0<� •.. FLCmo? ••�C9; sMc awaaa "°n rertxevauoeeoamal�is v.o. ear7szs SERIES 770ALUMINUM SGD - LMI S�ONAL I at wm carve Np!(p),i & aL '7a ® IL LYNN MILLEN, P.E ShiC 09A598 ScarN NT$ 11 • 23 PGTOD02 C P.EB 5=5 ^ i INT. ..._ 3.5` ] i NOTE: AREBASED ON MINIMUM INT ALLOWED. ALL DIMENSIONS 2.04 SHOWN ARE IN INCHES. t2,I)4 EXT. 3.869% I I ' 2-TRACK, 90.OVfSI0E CORNER SNpWN 2-TRACK S0•INSIDE CORNER SHOWN 2-TRACK, 90°INSIDE CORNER SIMILAR(OPPOSITE) 2-TRACK, OUTSIDE CORNER SIMILAR(OPPOSITE) ANCHOR CLUSTER -C4 ANCHOR CLUSTER-C6 USED FOR C5 AND CB resnurcrsvue� mower coo. Aemll�ldl .l t(. --------_-----^ ---INT --_-------' 3.5 -----� 4p1((n 1 S pJ \ L, j 2.04 j I 3.089 t i 1 � I ' 3.889 i i P - 2. 4/ ExT=t tz=3.5 3TRACK.1 NF7 SHOWN, OER {K--_— RAC. 90° INSIDE CORNERSH04VN. tIItIirIrrr 3-TRACK.90°INSIQE CORNER SIMILAR (OPPOSITE) _4-TRACK,90.OUTSIDE CORWERSIMILIIR(OPPOSREl G66NCHOR CLUSTER REQUIRED C•8 ANCHOR CLUSTER REQUIRED �' �Ot��•"'y "'•�q , 9F AT ALL 3 TRACK CORNERS AT ALL 4-TRACK CORNERS 4 :: '• `tGF •"•,' * 'i 56705 —_ J.J. 10/11/17 C NOCHRNGETMssHEET fa�aTECNXxnBvwvvE KaWW$Ral275 "`�" ANCHORAGE,FXAMPLECLUSTERS '•_ 9ThTEOF "-Oc'- F�oaan='C�= ��'•eS5/ONAL��'�` "°^°�� SM° aL9'Jfa 8 xetklhww°Ecoemrr:urs ^'� S= iu1b a PERd DAVEp7Ne S P.a BOX 15�9 NOXOnas,R}fJ71 ® SERIES 770ALUMINUM SGD - LMI /Ir rl11111 t� a LYNN 1.9LLE0. P.E. Pax saws sMc Qom e nuq wcw ma oz u.+eera 1-0 c� scored NTS i2 - 23 PGT0DD2 C 2 ills" O.C. 2X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1" MIN. /7 O. TYP. 1°MIN. 21116'0.C. E.D.TYP, TYP. E yrL-,�~ .-�� L1318'MIN, Ed - - 1318"MIN. M7/l C. J „X. MAX. 114' SHN4 SHIM MAX. WOOD ANCHOR TYP., SEEANCHOR NOTE 2, SHT, 1 SHIM DETAIL & 2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 TOTE 5 SHT. 1 (114- MAX.) . SEEANCHOR NOTE 5 SHT.1 (1/4° MAX.) 1 316, MIN. tr DETAIL B, 3-TRACKFRAME HEAD WOOD INSTALLATION DETAIL C. 2-TRACK FRAME HEAD 2x WOOD BUCK TYP., CONCRETE INS7ALLATION SEE ANCH.NOTE 3, 2 1116j O.C.. TYP. E.P.,--- TYP't2l WOOD BUCK I 7° MIN DETAIL E. 2-TRACK FRAME SILLYp 21I10' 4+- WOOD INSTALLATION SEE ANCHOR O.C., TYP. TYP. NOTE 3, SHT. 1 DETAIL F 3-TRACK FRAME SILL CONCRETE ANCHOR TYP., WOOD INSTALLATION SEEANCHOR SEE ANCHOR NOTE I,SHL1 NOTES SHT. 1 (114' MAX., ) ONCRETE EXT SEEHART SHT.1 2 1116'.. •. O.C., TYP. ..°-. ` - Ie------->I— SEE CHART, SHT. 1 _DETAIL H. 3-TRACK FRAME SILL CONCRETE CONCRETE INSTALLATION 1 Y SEE CHART, SHT. i 7-11m. .H.E.HART SHT. 1 EXT. 21116' O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J. 4-TRACK FRAME HEAD CONCRETE INSTALLATION SEE CHART, SHT.1 'UNUHETE SEE CHART, SHT. 1 IIh-------- 2 11i6° O.C• 21/1fi" O.C. SEE CHART SH 1/4' MAX — — SHIM EXT YCRETE ANCHOR TYP.. SEE ANCHOR NOTE 1, SHT. 1 SEE CHART SHT. 1 / DETAIL D. 3-TRACK FRAME HEAD CONCRETE INSTALLATION 1X W OOD BUCK TYP., 21116' O.C., TYP. SEE ANCHOR NOTE 3, SHT. 1 SEEANCHOR NOTE 6 SHT.1 (114' MAX) ONCRETE EXT. ��__•:>: 3:_` A•'.'.f"j .: ,.:;•' " w. • SHT. 1 SEE CHART, SHT. 1 I n I DETAIL 13.2-TRACK FRAME SILL CONCRETE INSTALLATION 2 7/16' O.C., TYP.—}4--ry� "MINED., TYP. 1 318"MIN. FJCT. WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT.1 DETAIL 1 4-TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 WOOD ANCHOR TM SFESEE ANCHOR NOTE 2, NOOTETE S.SHT .1 SHT.1 5. 1318°MIN. 21/16' O.C., TYP. ( �— ---�I 1" MIN I EJR. 05TAILK.4-TRACK FRAME SILL TYP. WOOD INSTALLATION P.Q 8QX1629 PaKOM14 n J4274 scD77D I NTS 1 13 d 23 1 PG117002 mgaucs uevplam m .,1w iw v4,em batw�sm I� 5 `� �ON•I 1.YNN 49 is No. 55705 - OL orll II CONCRETE ANCHORTYP, SEE NOTE I. SHT. 1 2 1/1 VO.C., TYP. ONCRETE SEEANCHOR 114"MAX SHIM NOTE S, SHT. 1 SEE CHART EXT. (1/4-MAX.) SHT, I L--E 21/16' TYP. D.C., TY SEE CH DETAIL L. 4-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE I 31r MIN. il4'MAX SHIM m- ANCHORI'MIN, TYP., SEE U-1 1318-MIN, ANCHOR 114'wX SIAM NOTE i. WOOD I. EXT. SHT, 1 SEE CHART SHT. I 114" MAX SHIM - SEE CHART EXT. SHT. I CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. I ANCHOROD TYP., SEE ANCHOR MIN. ANCHOR TYP.. SEE NOTE 2, ANCHOR 2 1116' DETAILJAMB SHT. i NOTE 2. SHT 1 0 ' TYP.C.. TYCONCRETE INSTALLATION 2X WOODI M"MIN. BUCK IW MAX SHIM SEE i EXT. I' ANCHOR I 2 lh6' t "OTEB, DETAIL N.2-TRACK FRAME JAMB O.C., TYP. f SHT. 1 WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR DETAIL M 4- RACK IAME JAMB NOTE 2, 0 WOOD INSTALLATION WOOD FRAMING SHIM 1 P-HOOK MOUNTING ADAPTOR r--". ANCHORS LOCATED Mrl)�SPAN �N BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL O. XTRACC PRA 1' MIN. 2.693'MIN. 1 - EXT. DETAIL S. P-HOOK WOOD INSTALLATION 1314*MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR CITY. FROM TABLES 1-3, BHT& 7-9 PERTAIN TO THIS ANCHOR LOCATION, 114'MAX SHIM — EXT. CONCRETE ANCHOR TYP, SEE ANCHOR NOTE 1. BHT. i ---7 — �-- 2.0V SEE CHART BHT ' I 2 1115' 4.051- C.C.. TYR MIN. O.C. 3'S. TYF-JQALjAIVI3CL STERFORDETAILS M-N- O. P. 0 & R SEE CHART SHT. I SEE CHART SHT. 1 21116' O.C.,-ryp. V MIN. 2X WOOD BUCK ccd. SEEANCHOR NOTE 3. SHT. i 2 11`161 ONRY .C., 7YP. DETAIL 3 CONCRETE INSTALLATION SEE CHART, SHT. 1 P.HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS ONCRETE /MASONRY (GROUTED BLOCK ONLY) SEE CHART, TAI SHT. i "10tilto". SEE ANCHOR NOTE Z SHT. 1. EXT, ANCHOR CITY. FROM TABLES46 `CONY"VNN Aq 11", i-z, SHTS. 7-9 PERTAIN TO — 2.693'MIN. THIS ANCHOR LOCATION, N,. 587,05 9K ATION r,A7F C)p ANCHORAGEDETAILS c r Pcom SERIES 770 ALUMINUM SGD - LMI ";310110- o" P'F RAMNG P-HOOK MOUNTING 1 WOOD F3!8° IMIN. P-HOOK MOUNTING ADAPTOR ADAPTOR ANCHORS ANCHORS LOCATED MID -SPAN LOCATED MID SPAN —�-—_�--�= BETWEEN P-HOOK BETWEEN P-HOOK INSTALLATION ANCHORS INSTALLATION ANCHORS = , 1°MIN. -- sr— = A 1 3W MIN. TEL SEE ANCHOR NOTE 2, SHT. 1. ANCHOR OTY. FROM TABLES 1.3, SHTS. 7-SPERTAW TO THIS ANCHOR LOCATION, Z693° MIN. DETAIL MM P-HOOK FOR BOX RISER WOOD WSTpLLATION DETAIL'V', SHT. 18. Tii========i=P=======q •��- ANCHORAGE DETAILS IN e &'C', SHT 13 j iPANEL n i PANEL TYPE uu TYPE tir PANEL TYPE PANEL TYPE o i 111 00 t� ul no ui ua Il n o I u 9 � nu la ii IIY IA SEE t�l n a l a lii NOTE 3, SHT'. Ilu ao 1 16 I -- !1 a - a ` OLD WIDTH =NOM. PANEL WIDTH 17° `DETAIL'U', SHT. 18, DLO HEIGHT = NOM. PANEL HEIGHT-8.25' ANCHORAGE DETAILS'E' &'G,SHT.13 XX-90° CORNER-XX (2 TRACK INSIDE 90' CORNER) INT. , SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES - MKOMB, FL.275 P.Q BOX I NOXOMrS. R X., SEE CHART, SHT.1 ONCRETE I MASONRY (GROUTED BLOCK ONLY) SEE CHART, SHT.1 v.� SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, I— 2.693° MN. DETAIL NN P-HOOK FOR BOX RISE CONCRETE INSTALLATION /-DETAIL'EL-, SHT. 19. ANCHORAGE DETAILS'N' &'P', SHT. 14 /-DETAIL'BB', SHT.19 Exr. r DETAIL'KK', SHT. 20 9.0 X 1.50" PH SMS PANEL CORNER DETAIL N8 X 1,00° PHSMS (OPTIONAL) FRAME CORNER DETAIL HORIZONTAL SECTION S-S ANCHORAGE DETAILS/EXAMPLE ELE SERIES 770ALUMINUM SGD - LMI scarm NTS 15 � 23 PGT0002 euoDu" REWLMD FFVI-C .GL 114 r-ch awI I� tUltllr,l J��•`i•: �•�GENSE •'• A .X : Ro, 58705 - Ol Ir : w- ccsslo�N��A� o A Ll REOSOM DETAIL 'CC'. SHT, 19 DETAII'BB', SHT. 19 NOTES: 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL �.f HEIGHTANDWIDTH. PLEASE SEE SHTS.18.20 FOR SECTION DETAILS AND SHTS.7-15 FOR ANCHORAGE DETAILS. I, , _ I 1 _ 1 2. DLO WIDTH=NOM. PANEL WIDTH-7- DLO HEIGHT= NOM. PANEL HEIGHT -VY �'�DETAIL'FF', SHT. 19, ` fDETA1L'V', SHT. 18, 3. (1) LOCK (ITEMS 70 & 107-1101 AT EACH LOCKSTILE, LOCKING INTO KEEPER (REM 103) AT FRAME JAMB OR ANCHORAGE DETAIL !N' 8 OETAIL'EE', SHT. 19. ANCHORAGE ASTRAGAL, 'P', SHT. 14 ANCHORAGE DETAILS'4 DETAILS'A' 4. PLEASE SEE APPLICABLE ASTRAGAL& INTERLOCK COMBINATIONS PER DP TABLES. d'P', SHT. to &'C', SHT.13 DETAIL'V' PANEL TYPE PANEL TYPE PANEL TYPE PANEL llAPnE Tr ,O, . 1/1 S SEE D NOTE TAB 3 a a D (�• Mom' �,'+------= "rANCHORACE DETAILS'A' Ar 1 1 PANEL PANEL i i l: a TYPE i t PANEL .. PANEL " &'C', SHT. 13 1 � IETAIL'EE', SHT. 19, TYPE l i 'CS' i TYPE 'OS' TYPE 'K' ANCHORAGE OETAILS'N' VP', SHT. 14 T. i i MAX SEE fRAMEB DETAIL 'U',SHT. 18,f ANCHORAGE DETAILS DETAIL'U', SHT. PANEL CORNER XX-90° CORNER-XX 2TRACK 16) HORMONTAL SECTION A -A CONSTRUG710N OXXX (2 TRACK)d'G', SHT. 13 90°OUTSIDE CORNER) -EXAMPLE -CHORACE DETAILS'E' DETAILS SHT. 16 EXAMPLE d'G', SHT. 13 DETAIL'CC, SHT. 19� -- DETAIL'SB', SHT. 19 DETAIL'BB', SHT. 19 Im" CT affl BD i _ �F4�<rm�tl:ama i f I(-ibis.IL( z DETAIL'OD', SHT. 19, OETAIL'AA', SHT. 11� �DETAIL'NH', SHT. 19, ANCHORAGE DETAILS'O' ANCHORAGE DETAILS'S' &T, ANCHORAGE DETAILS'M' DETAIL Z', SHT IS �� �<ti 8'R', SHT. 14 SHT. 14,'MM' &'NN', SHT. 18 &'0', SHT. 14 ANCHORAGE DETAILS'1; & W. SHT. 13 DETAIL W, SHT. 18, ANCHORAGE DETAILS'B'&'D' SHT 13 S T TAB MAX DER PANEL TYPE PANEL TYPE PANEL TYPE PANEL 12T. TYPE { POCKET P % % / y eSEPARATE, PANEL TYPE PANEL TYPE PANEL TYPE PANEL TYPE .M, ,P ,F .K, y s SEE NOTE T a x MAX T. DP ABLES luillr Al i 7Z LYNN A, I i i DETAIL'Y',SHT. 18, •� ���0;.��cfNsf'`�F•P OXXXD (3 TRACK RIGHT POCKET) _ DETAIL W', SHT. 18,f XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K EXAMPLE ANCHORAGE DETAILS'F' EXAMPLE SHT. 13 &'L', SHT. 14 _ k No. 98705 &'H', SHT, �� NOCHANGETN1sSNEET mglKQ"1r%c X27g a rtaraerF,, n,1as 5�T EXAMPLEELEVATIDNS 'b•'• Co it It STAT • :pOo' •.,xlnR9 C�=` •"'c`SSIONAL, ounvo a Fnuwn mg ce°a�rrs imus �a gE nn.°gr. um: a FeA.uwaaasCawrcxry ac P.O:gOk19I9 NOXOg1lg, Ft&DI SERIES 770_ALUMINUM SGD-LMI ALYNNM, .1,E �' a�SAg ata ss,e +"'� sro)7p NTS 16 • 23 PGT00D2 C11 REV M" PANEL LETTER PANEL -LETTER p SINGLE FIXEDJ WJERLO NQTE. LOCKSTILE V LOCKSTILE ASTRAGAL W 1. SEE DP TABLES FOR PANELWIDTHB FLYER SINGLE LOCxST2E APPLICABLE ASTRAGAL & INTERLOCK M LOCKSTILE INSINGLE INTERLOCKS. T ASTRAGAL FIXED OU7 SINGLE (-m LOCKSJILE cs RECECORNERNER INTERLOCK AGAL ASTRIN S7D7[E LOI �� ..LE COREvR TERL CK F/XEO [CKSTILE AS OUTGAI. Qs CORNER SINGLE 'Q INTERIOR � cocxsrlLE INTERLOCK (ALL PANEL TYPES) S LOFIXED llE —❑ ASTRAGAL �roQ SINGLE CORNER � EXTERIOR G0X"" IN �7JNTS+OCx cocxsruE L NGLE WSINGLE SASTRAGAL x S SINGLE Lean our /� RE� INTERLOCK LRASTRAGAL SINGLE SINGLE /Aor M OUT INTERLOCK SA CORNER INTERLOCK RECENER ASTRAGAL SINGLE INTERLOCK] CO CORNER SIDE NIv/x-own LOOKS77LE WTERLOCK CSINGLE WTERLO ASTRAGAL IC CORNER M-w INTERLOCK LOCJL4TJLE �Uer�,� mwyel�b�wlS.@t L1a+l� B SING IN7ERL10 SINGLE fNTERLOCX CORNER FrXED Ra 11—i o 1 • CF RECENER LOCKSRLE 5 Erylna4a CM SWGLF G' 156 WrERLOcx SINGLE INTERLOCK F'LCjLgg••��� FIXED LY LOCKS77LE RECEIVER EIND7ERL10 SINGLE WSINGLEK Lvp.r ■ I FIXED INTERLOCK LOCKSTIIF K 6N LE INTERLOCK I ZLOCKSTILE RR XFA SINGLE LocFXsrlLE IN7ERcocx ASTRAGAL' -per. �gpygm OU7 rlJ-�W LOCKSTIIE / J AS RAGAL reaYM IN LOCKSTIIE SINGLE INTERLOCK LOS7lLE �`�aV IYNN M1!p! IG �� LOCX572E SINGLE ���.Z.O.•'�ENS •.fR rurERLDcx J = k I No, 58705 LOS7ILE A TMAGAL reaYOUrI our �C , I '-O r JJ ar id1!/11 NOCHANGETMSSHEET �,,.,, PANEL TYPES o '. L dl :'tu Imo JEctbvotoGroRNE NOKW.119, % Oc .... F...... �Co s+c fmsmo �A PFRAygyUDAOELroM/IEMS fl IP9b SEAlE5770ALUMJNUMSGD-LM! 0°smROXC1w;,Rarna S' OeNS09 �1 Ao-Roxlsa B � °A� �m ONA11L`� XLYNNA(HJE P.E. SGD77o AJTS 17 �23 PGT0002 C vxs eeros SILL RISERS OPTIONS 21 19 4 -T 2.5W EXT-138T T. FLUSH BOX SELL RISER LOW BOX SILL RISER 2. 18 2.655' EXT. 1.58T EXT. FLUSH FLIT SILL RISER LOW FLAT SILL RISER m t-AEO PAN SHM © Ifilill f`� ® gwg 23 3.386" gm. MEDIUM BOX SILL RISER 22 3.3I`05 EXT. �J MEDIUM FLAT SILL RISER UFU PAN SHOT 24 COW EXT. j HIGH BOX SILL RISER 25 4ASS EXT, HIGH FLAT SILL RISER TI r y � l I��li� �I�I DETAIL'U' DETAL W DETAIL Y P.O. Dox i52B NOKOMA FLNn4 aEXTERIOR INTERIOR (ALL VERT. SECTIONS) 2 12 EXT45 52 51 53 I 53 52 51 DETAIL'LL' SCREEN 4a AT HEAD 48 47 p EXT. 112 2 DETAIL'MM' SCREEN AT SILL HNUM SGD - LMJ m.wtn 1B n 23 POT0111 �'L. ooccTlav15HD ®�kY91af w� t8a � 5 IIInlrrr ter`: •.ire it i No. 58705 ?1 STATEO %• �` A LY M.E P. P.E.5S $8705 SB70.5 I DETAIL BB' yfit i 113 6B DETAIL'CC' HEAVY D�ASTRAGAL AND STILES m_ —wo m 1e 5 BOOR 61 4AT MIDSPAN DETAI!'Dp' (FIXED PANELT 4 INTERIOR (AILLL NORM SECTIONS) 2 y EXTERIOR 'ITEM 61 SHOWN, ITEM 60ALSO APPLICABLE, SEE TABLES 1.3, SHTS. 7-9 FOR DP (PSP) ASSOCIATED WITH STILE A. D.BQC fSTf R'DXOW.9, F7.3tZ11 DETAIL'HH' f9ftDOPf1 vAFA9 ma�.1W vi+� rb i1wtA A�p.9.axla )—lOt&X� 7 B DETAIL'NN'SCREEN AT JAMB 1pe0 OR BI VtLENSF AT MIDSPAN e:• •••• DETAIL 'GO' (FOXED PANEL) = it ; No• 55705 .Q •••. u + o Il R 1 AL SECTION DETAILS pO��_.• xtoato� _�fj\ SGD770 I NTS 1 19 u 23 1 PGT0002 FZ DETAIL 'JJ' (90° OUTSIDE CORNER, 2-TRACK SHOWN) NO P.O. BOX M DETAIL 'KK' (90° INSIDE CORNER, 2 TRACK SHOWN) SGD?M I NTS 1 20 ✓ 23 I PGTDDD2 .�wuucrNsvuco m awtWl9a aMa m Brst� ,�.j�: ;DENSE '•.FR � _� -� � NB• 50�p5 �- t• A- a tl it ;: �` i� S1ATE OP •� (�_: �. 0�' ... RORlOA'•� � A. LYNN�MItLiRAE P." M?w REM PGT Dws9 PGLp fi0 17325 617325 Deacrption PANIEL STILE 61 17326 61n26 PANEL STILE (FIE0.W DLJIY) 62 17327 stun 1NREALOLKAOAPTUR 63 871728 VINYL WIE'ALOCK) 64 1729 t729 71778 E) WEATHERSTRIP SILL ENO WEATHERSTR�pAO PAID 65 1732B 61732E INTERLOCK SCREWCCy6R 67 1n29 617324 AS 68 17339 67n39 HEAW aM ASTRAGAL fig 17324 fi17324 TOP S BOTTOM RAIL TO 17M 4173S0 WEATHERSTRIPEMNSIONIINJECnDNMOIDED) Jt 1895 71695 112"%1'X3l4"HIGH FIN SEAL DUSTPWGS 72 8153 7B153X TANM17EM ST. S7L ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLERASSY. 74 SILIODI� GEMNI 76 81B5 781IFP GEMIM MORTICE MORTICE DI07LLOCK WJLONG TRIM PLATE 78 71R17X7FPFX X SCR SCREW TYPE F'71P 77 7103239 1"2 STEEL 70326T40 78 77358 8173E EEBE DH 3/1681l40GEEBEAD HORWONTAL 79 ln5/ Bin57 BEAD HORIZONTAL 17359 etn� WVIGIG 7l16 BEAD HORIiOMAL 17368 817300 9t16 BEADHOR77DW7AL [[3 127A 61P247K VINYL WEAWE/THaf m RIP IGTAPE 112'X 1/16• SINGLE SIDE AOHESNE TAPE FOR IG BEAD rBOLUCT BEYISES, m aep9l7ies 4'A FV*+M Imwlq �Ka 11-1 o l fi• i 4 OPTIONAL PARTS (NOT SHOWNIN DRAWING) gyc��,l�l } 1 L� 1LL1 G. 16� 1�ab llllll(1 Mp4ej,, ", :��Ny\YNN VNSE �,tO,:­ NOTE: ALL ALUMINUM = 6053-T6 ND.58705 - : Lu = � J.J. 70/11/1f C v A'O DNA74GE %HISSNiEE7- rmo rECHNDLOGYDArvE NOXOb!$FT W273 �t '' PARTS LIST "O ••, EOF ; �: p •'•. SAS lD'� ' �i 0�( '., FLD1�,.••`' `�� ', V SMp41ALYlp' ➢ERML1N1 M6PCOk4EN16 sa 1Vrav9 i PFR,AWDA0Ec0a NYS Pa6aTtss A'OK04G4„R31z74 a SERIFS770ALUMINUM SGO-LM! ,,FSSIpNP�1,' 1I 1l a. LYNN�S�P.E. snrc aBrbsa9 �R'A 1.7w>w.e —2 w+1m sGD77o NTS 2} a 23 PGT0002 a rIEM PGT Dey.e PG7.9 Description 1 1nD6 617300 2TRALK HEAD 2 17363 817303 2•TRAq(HEAD W(M SCREEN MIL 3 173� B1n09 3TRAp(11EA0 4 17312 61nt2 4TRACH 14EA0 6 7ni4 fiin14 FRAME SCREW COVER fi 1n9 617317 FRAME HEAOIJAMB ADD ON 7 17304 fi1730d 2.7AACK SILL B 77301 61nD1 2.7MLK 581 WITH SCREEN RAIL 9 17307 677397 3•TMCI( 50.L 10 1n10 61n10 4TRACK SILL 11 1n13 817313 FRAME 61LL'R7ACK WSERT 12 17715 8t7315 FRAME SeL SCREEN Ap60N 13 77316 61T316 FRAME S815CREEN EIm AODON 14 17305 817305 2-1RACK JAMB 15 17302 fi1n02 z-TRACK JAMB WRH SCREEN M0. 10 17308 617306 &TRACK JAMB 17 17311 817311 47MCK IAMB 18 17s2 611322 SILL RISER-0 19 17319 fiin19 SILL RISER-O HOLllri11 z0 17s1 817321 SILL RISER -LOW FLAT 27 tn16 817318 BILL RIBER-LOW HOLLOW 72 in55 817355 Srtl RISER • MED FLAT T3 tn5d 817354 SILL RIBER-MED HIXLOW 24 1nz0 617320 SILL RISER -HIGH HOLLOW 25 17373 6773Y3 501 RISER-FOGH FIAT 26 77333 61rA7 POCKETDOOR P{1pOK 27 70n 6TW0 NEOPRENE B188 WSTP FOR P.NOOK 26 1n30 6t73vt POCKET DOOR P-HOOKMOUNT P 17335 Bt7335 P44pp}( LOVER 30 17548 817348 POCKET ODOR P4IDDK FOR 80XRI6ER d0 p18 612258 SCREEN 310E RAil-LOCKSTIIE 41 71i7CiGYGSK SCREEN LOCKSET 42 d7B18 SCREEN KEEPER SPACER SET 43 file 68752 SCREEN NIEALOCKADAPTER 44 4428 64d29 SCREEN D0183LE INI7ERLOCK d5 43tt fi72256 SCREEN70P RA, 46 4318 fi72257 SCREEN BOTTOM RAIL 4> 866 7$R42 STANDARD ROLLER 4B BBB 75RAX STANDARD ROLLER-ST. SiL 49 4344 fi4344 SLt7EENAS7RAGAL 58 17319 6t7349 OXO SCREEN ASTRAGAL ADAPTER , 51 ifis 67fi92 SCREEN 6PLiI••tE -,785 s 7694 6/694 SCREEN BPUNE -.160 9 61816CZ0 SCREEN CLOD! 59 1725 1!2° s 4• ■ 7(i6• SRTWO BLOCK 55 177fi 1`%4`Xlltfi•SRTWG eLOCR 202 GLASS 7/18lANIDJATEp M-Hi PVB 203 GLASS 9116 LAMINATED H7-M PVB 204 GLASB 7H6lAM1BNA7E0 M•HTSGP 205 GLASS 9176 LAM19MTED NTHT SGP 1DD 8052 4B052 ROLLER ADS HOLE PLUG 101 72DB7 JAMB BUMPER 102 169G 776B8 DUSTPLUG 103 8786 78166X 1• KEEPER 10/ 853 78OKEEP SCREEN LOCK KEEPER 105 17344 61TJM FDQ:D PANEL LL1P • fi"'LONG 106 173s 6173s EXTERIOR FI7DcD PANELAETAIWER 707 1719 71T39 MANGLE KR-WiERIOA RALSEp WITH TBJMB TURN 108 1740 11740 MANO)F KR-RAISED E%IERIDR HANDLE 109 1]31 7B162SN .IWNOLE KR-RECESSED PIIERIOA WIMTHUId07URN 110 173z 78778 HANDLE KR-RECESSED EXTERIOR PULL 171 710ki4PPSDA% 918 X3�A' PH. PN. TEK • S.S. 112 t235 6751E WSTP, .Z70 X.S7D-FW SEAL 113 1712 640E8 .187 X.230 FWSEAL 111 71GKt15PPX 7NOX11? 115 T101mPT #iQX 1• 116 720X7X Y7420 %i•ST. STL 777 T20X712K 874.20X7.5 S"7. Sll 118 7733fi 81733fi CORNIER RECENER 719 17337 817337 OUT510E CORNER ASTRAGAL 120 17336 6117330 INSIDE CORNER ASTRAGAL 210 GLASS UIMWATED K337167.7ff6lAidLNATED 1iTi1TPVB 211 GLASS UIMINA7E0IG'U4T•7l7s LA64NIATEO HT+ITpVB 212 GLABS LA TERIG 3/18T•7176 LAMWlA7F-0MaiT SGP 213 GLASB lAL7Wg7ED IG I/ST•7li8 LAMINATED M-3{fSGP 1.303" �j F034w I.00.779° I I� jl O.D62" f 0.062' 0.752° 0.289" 02fi4" O.OBO" 0.050 INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) (65 MATL-6063-T6 (5) MATL: 6063-T6 (T6) MAT'L' 606346 3.802° 0.76Y 1.163° 0.885' 0133" (•--r 0.062, r P-HOOK SCREW COVER (29) MATL: 6063-T6 0.080" SILLTRACK GLAZNG BEAD II.G.) {71)MATL-6063-T6 (79jMATL: 6063-T6 3.979" tj - LrO.075" 1.643° D.125'� 3" _0.062'i.005007" .791.�6 0.°--'.'350179. 1.8f6 FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (105)MATL• 6063•T6 IWO) MAIL• 60B3-T6 (62)MAT'L:6063-T6 3.979' 2.304° -y 0,075" 1,645° 1 0.70 0.062" P.HOOK MOUNTING ADAPTOR 0.281" J (28) MAT'L: 6963-176 P-HOOK FOR BOX RISER HEAILY DUTY ASTiAGAL 3.802° 30 MATL• 6063-T8 STANDARD ASTRAGAL Lk I ( ) (67) MAIL: 6083-TB (60) MAIL: 6063-T6 �--^-- 4.125" 4 4^ 0.574° --1� 0.062° 0.075" t 0.062' 1 3,)• 1.6` 0.133° 1 8' P HOOK (25)MATL•6063-T6 I 3.125` 3.25' STANDARDSTILE 3.125° --�i TOP(BOTTOM BOTTOM RAIL (6D) MATL: 6063-TB HEAVY DUTY STILE {fi9)MATL-6083T6 1 _ 0.232(61)MATL:6063-176 JII O.Ofi2' 1�.0(19° 1,46T SCREEN STILEI 0232' 0.062' 0.06Y (F7140) MA -PI.: 6063 T6 0.06Y 0.760" FLUSH FLAT SILL RISER 0.232" (16) MATL• 6063-T6 0.232" 0.062° 0.90° 34.055° 3.305` �5' 2.556" 0.062° T �24553.205' 8T 0.062" -r+ 0.062'--il-.- 0.062" --di1- -- HIGHBOXSILLRISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSHBOX SILLRISER LOWFLATSILL RISER MEO. FLAT SILL RISER HIGH FLAT SILL RISER (24) MAT'L: 6063-T6 (23) MAT'L: 6083-T6 (21) MATL- 6063-i5 (19) MATL• 6p63•T6 (�) MATL: 6083-T6 l22)MAT'L 6063•T6 (25) MATL 8063•T6 P.D.6OXI- N01 Ag%A aa! SGDYM I NTS j 22 w 23 ) PG room PRODUCT RIVIAMS w av MAN LL P.oprwtn 6m a� `P'y VVNN M197C(P ����. ``�ZD�y�oONSE •. R ��:� _ � ; 150 56705 h w �.p-'.P S1PSE of Zw: �O............ A. LYPA L 657061P.E. PAT 60706 8.562' d I 165" -1i �j 1.993" 0.062° 0.081'" 0.080° SCREEN TOP RAIL 2 TRACK HEAD 4•TRACK SILL (45) MATL: 6063-T6 (1) MAT'L• fi063•T6 (10) MgTL: 8083-T6 6.198" T�1.211° 0.081" 2-TRACK HEAD W/ SCREEN TRACK (2) MATL• 6083•TB 6.526" 1.505' 0.080° 3-TRACK SILL (8) MATL: 6063-T6 6.221° 7.]OS" -d 1.505' 1.21 T° 2-TRACK SILL W/ SCREEN TRACK 3- 0, (8) MATL- 6063-TB TRACKK HEAD H (3) MAT'L: 6063-T6 9.142" 4-TRACK HEAD 0.081" (4) MAT' : 80fi3-T6 tom- 0,875' 1,993° i••6�-•-- 0.062" SCREEN BTM. RAIL (46) MATL: 6063-T6 4.49" 1.505" I 0.080" 2-TRACK SR.L (7) MATL: 6tl63-TB t5.621' � 4" 1.6" 1.6' 1.498' 0.133° J 4° INSIDE CORNER ASTRAGAL 6A 21" (1211) MATL:'01', OUTSIDE CORNER ASTRAGAL (119) MATL 6063-TB P.0. P= 75a A2826" 2. 80' 3-TRACK JAMB (18) MATL• 6063-76 CORNER RECEIVER 4-TRACK JAMB (118) TAB L 6063-TB (17) MArL so63T6 EXTRUSIONS SERIES 770 ALUM1fV UM SGp - LM! sva mm ® Srmo NTS 23 a 23 1?G771002 -1 1.36° r 0.081" 5.069° 2-TRACK JAMB (14) MATL• 6063-T6 0.081' 6.198" 2-TRACK JAMB W/ SCREEN TRACK (16) MATL• 6063-TB rmoucr eevlhse aary�plylvq ckb m RdA+ BY E [vM A�m.m 1l-lo I&•1 � eWrnbn oru� I� e�ecltmea � j. :'ti1GEN3F 56705 $W-E OF C(/ �O'�� '•. FC ORtoP.-�G��� SS/ONAI1L' E.� 0. LYNN h(a�cP, P.E. P.EJI 5B70.5 M., AM,.I')UADE MIAMI—DADE COUNTY, FLORIDA 2� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/uei-a/ PGT Industries 1070 Technology Drive Nokomis,_F134275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami --Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 701" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Windpw; •Im1pact", sheets I through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated r1�0/1-8/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the -Miami —Dade County Product Control Revision stamp with ._ the Notice of Acceptance number and Expiration date by the Miami —Dade County Proditt ordrol Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. q LABELING: Each unit shall bear a permanent label with the manufacturer's name p"t%:`logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approv�d" unldss otherwise noted herein. 'a' RENEWAL of this NOA shall be considered after a renewal application has been filed�mrd tl ere has been no change in the applicable building code negatively affecting the performance of this protliict. `} TERMINATION of this NOA will occur after the expiration date or if there has been a r'... o or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an" drsement of any product, for sales, advertising or any other purposes shall automatically terminate this N Failure to comply with any section of this NOA shall because for termination and removal of NOA. r ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0504.05 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 i 2S t Z Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8. prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/1 f, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC 2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504 05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04121/11, expiring on 04/21/16, 2. Notice of Acceptance No. 11-0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2: Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. . (Submitted under previous NOA No.10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No.10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E, (Submitted under previous NOA No.10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. �e Jaime D, Gascon, . E. Product Control Section Supervisor NOA No. 11-1110. 15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E-2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300-02, 3—SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300-02, 3—SECOND GUST. 3. ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER R O IR M NT• NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA: 07-0425.01 (ULTRACON), 03-0225.05 (CRETE—FLEX). ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION, ADM-2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 44-1 /4" VISIBLE LIGHT 6„ I.�_ .12-7/8„ MAX. g I —'I MAX. O.C. A A I 92-1 /4" L \ VISIBLE \\ LIGHT 96" 12-7/8" FLANGE MAX. TO FLANGE 1 , 6" 48" FLANGE I MAX, TO FLANGE B TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 45-1 /4" VISIBLE LIGHT y 5" MAX. O.C. 2" MAX. —►{ �-- p I TC NOA DRAWING TABLE OF CONTENTS GENERAL NOTES........................1 ELEVATIONS, FLANGED ............... 1 ELEVATIONS, INTEGRAL FIN...,.,. 1 GLAZING DETAILS.......................2 DESIGN PRESSURES, FLANGED. 2 98 1/4" FIN TO I 1 DESIGN PRESSURES, FINNED....2 INSTALLATION. INTEGRAL FIN ..... 3 FIN I I CORNER ASS'Y, INTEGRAL FIN..3 5" INSTALLATION, FLANGED.............4 CORNER ASS'Y, FLANGED......... 4 MAX. O.C. 96" \ 93-1/4" VISIBLE LIGHT INSTALLATION, MISC.................. 5 ANCHORAGE...............................6.7 EXTRUSION PROFILES ................8 PARTS LIST................................8 I 1 2" MAX. "ID FIN T1 FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. PRODUCPREWSBD i--- WIDTH �{ r ascomplyingw1hthaflod" 1 Fes— WIDTH A WIDTH —�I� L DuOding tbW r Acceptenco No �Fro/ /` �� y i WIDTH �I WIDTH Fes— ---I WIDTH _ = j/� fy lvliami edo Prod of Contra I� WIDTH —� 17 I+- WIDTH WIDTH - WIDTH - H I— WIDTH --{ T T T� T T ���NV IYNN t7711�''i� c� c9 cD c7 ,�j = ,�y — � .-'�VGENSE '•.,'P w G/ w � w �/ w '// w fq I � Q�� •. it No. 58705 y te: J,J. f0/18 it D 2010 FBC UPDATE o°°crinaoc: l.W� �� STA OF ° Y' °v1a"° CETE RED RfORG IZATION T 1070 TECHNOLOGY DRIVE ELEVATIONS AND NOTES O eJ. R. 3/31 ]0 C INFORMA710N FOR LARGER WINDOWS. N. VENICE. FL 34275 nD.: ��'��'• FLORIOP,.�G\; ACORE3EF. AST E iJ00-02 AND REVISEr e F.K. 4,14107 BNHAGENO P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT /SS/ONA\-�`\��� Tern Dote: ee a note: NOKOMIS, FL 34274 ® sar�oMoaoc sc.i.; sneer: oro,;°s wo. FGP p,T (/7pp MiUo�,t Y.E. F.K. 7114103 _ PW-701 NT$ 1 d 8 4259-0 D P.E. 58705 Fin and Flanged Windows Maximum Design pressure(+I. pspsi)7/16 7/1611LUMI: 3/16A-,090PVB.3/16HS LOW IS: 3/16TMP-7/16NR.3/16A-.090PVB-3/16HS "A" or "B" Dimension (in) 24 30 1 36 42 48 64 60 67.876 36 60.0 80.0 1 80.0 80.0 80.0 80.0 80,0 60.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60 60.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 79.3 71.1 64.0 76.8 80.0 80.0 80.0 80.0 75.0 70.0 64.0 b 84 80.0 80.0 80.0 74.3 60.3 63.6 85.3 60.0 80.0 80.0 73.6 97.4 62.5 g 98 80.0 80.0 77.2 64.7 58.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 146 60.0 1 80.0 Fin and Flanged Windows Maximum/Design Pressure(+I-psn 7/161�m1: 3/16HS-.----3/16H5 7/164m11e:3/16TMP-7/16AIR-3/16HS-.090PVB-3/16HS "A" er "B" Dimension (in) 24 30 36 42 48 54 60 1 87.876 36 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 solo 60 60.0 80.0 60.0 80.0 80.0 71.1 71.1 64.0 E V 67.876 80.0 60.0 80.0 60.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 60.0 71.1 64.0 76.8 80.0 80.0 80.0 60.0 80.0 71.1 64.0 E o 84 80.0 80.0 80.0 80.0 80.0 71.1 a 85.3 80.0 80.0 80.0 80.0 80.0 71.1 g 98 80.0 60.0 60.0 80.0 80.0 m 109.7 80.0 80.0 60.0 80.0 120 60.0 80.0 80.0 128 80.0 80.0 80.0 7/16- LAMI 3/16" ANN STREN 11/16' NOM. GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1-06" LAMI GLASS NOMINAL 7/16" LAM] CLASS NOMINAL 090- OUGHT BUTACIOR SABLE% KEEPSAFE. MAXIMUM 7/18° AIR SPACE PVB WTERIAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3L/ B" NEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 11/16" NOM. CLASS BITE „M "A" & "B" DIMENSIONS MAY DIM. BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I--- „B„ DIM.\\ T "B" DIM. DIM. \� 14 OR 15 u 146 Bo,o so.o 1-1/16" LAM] I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOTES; (INTEGRAL FIN FRAME SHOWN) 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND 1UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). CHANGED HS CAP TO TMP FOR 30' RULE I F.K. 1 414107 1 B I NO CHANGE THIS SHEET I 170 TECHNOLOGY DRI' N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM PICTURE WINDOW, IMPACT ;.rl.e/Moe.l: s :.: sneer: ar".me No. PW-767 NITS 2 or 8 42594 OwFlorids �` �� : �TCENSg ''•F'P * ' NO.58705 ST TE OF ',R/w� 7'S/ONA1.1� A Lyl(Iil�All]er, P.E. P.E.H 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING —�I 1/4" MAX. SHIM 1/4" MAX. SHIM —.I 2X WOOD BUCK OR FRAMING SEE ANCHOR O GUIDELINES, O 1 13 SHEET 6 1 INTERIOR 13 .375" MIN. - -- 2X WOOD EDGE DISTANCE .131" (1 NAIL .131" (1/8") CORNERSX 2-1/2" NAIL, 1-3/8" 75" MIN. DGE DISTANCE WITHIN 2" OF CORNERS AND 5" O.C. oR 22 11 2.' 17 On 21 10 EMBEDMENT VSIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C—C BUCK OR FRAMING /8") X 2-1/2" o WITHIN 2" OF AND 5" O.C. E 13 MAX. 18 22 WINDOW HEIGHT 17 21 MAX. VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 6 13 10 1 1/4" MAX. SHIM 1 3/8" MIN. EMBEDMENT I � I _ SEE 2X W000 BUCK FFf SHEET 6 OR FRAMING VERTICAL SECTION D—D 90' CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. NO CHANGE THIS SHEET 70 TECHNOLOGY DRI\ I. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS• FL 34274 EXTERIOR PMI'T'1R'1.'DT'FRAM1�WITH INTERIOR RIOR RAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY INSTALLATION, FINNED TAW: ALUMINUM PICTURE WI Sc",;, aCa4• Sa 1": 41,""1: vw-7of NTS 3 "1 8 MPAC 42594 PRODUCT REVISBD us complying wllh the Florida Building Code 1110 1i0 Acwptouw No 8x o D M11mUAado Product Clontro IYNN ti1",/,i�i Pam'`..• 4\CENSF '•.F'P i = * ' No.58705 O '•, STATE OF CC/� r�•'•.,FCORIOP•''• ���� A. NAI-�, A, tyhhl Mih;r, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, MIN. CONCRETE KSI SHEET 7 PER ANCHOR TYPE, SEE SHEET SEE ANCHOR 7 OR I ' 5 KSI MIN. CMU GUIDELINES, `•'"'J •'. 1X WOOD BUCK SHEET 7 ' ' 11/4" MAX. SHIM 11 2 1 13 MAX. 18 oR 22 WINDOW HEIGHT MAX. 17 OR 21 VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 6 13 10 2 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, o SHEET 6 L2X WOOD BUCK OR FRAMING VERTICAL SECTION B-8 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE,—.-S.a•;.• SEE SHEET' 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, SHEET 7 90° CORNER ASSEMBLY WOOD BUCK 1/4" MAX. SHIM 1/4" MAX. SHIM —.•{ SEE ANCHOR GUIDELINES, 2 13 INTERIOR SHEET 6 13 �� 11 18 OR@ ` 17 oR 21 10 MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A EXTERIOR Is )S (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. NO CHANGE THIS SHEET N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FLANGED FRAME Eft ALUMINUM PICTURE WINDOW, IMPAC SeAea/MeJel; Seale: snag OraeIq N.. PIv 1 NTS 4 e1 8 4259-4 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 PRODUCTREVISED as=411ying Wilk 1110 Florida BuRding Code `_�111111f Accepmncc No 11 VV �L,.Ji lfia 01� Mleroi Aado Produol Control NI LYNN Ljj // \P�1�O''VGENS�c''l�F.p' * ' No. 58705 * ' STA EO i9 Il '. Qom•,• S/ONAL E A. LlPd IfJlilI P.E. P.E.H 58705 MISC INSTALLATION DETAILS SEE ANCHOR FIN FRAME WITH GUIDELINES, SHEET 6 FIN REMOVED INTERIOR 1/4' MAX. SHIM 1 3/8" MIN. EMBEDMENT o 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME OTHER FRAMES SIM.) 2X WOOD SUBSTRATE 1/8" NOM. MIN. #12 STEEL SELF-DRILLING- SMS (G5) USE SAME E-i ANCHOR QUANTITY & SPACING AS 4 #12 STEEL SCREW EXTERIOR (SHEET 6) A'IEE DE APPROVED MULLION SEPERATE NOA) ALUMINUM: 6063-T6 MIN. .125" MIN. WALL THICKNESS SEE ANCHOR GUIDELINES, FIN FRAME WITH SHEET 7 FIN FRAME WITH FIN REMOVED FIN REMOVED INTERIOR 1X WOOD BUCK SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, SHEET 7 SHEET 7 INTERIOR r 1/4" MAX. r 1/4" SHIM I�7}- SHIM SEE ANCHO I GUIDEELN�ESR.,�. t.•'.'T•.'•,;, SEE ANCHOR SHEET 7 GUIDELINES, SHEET 7 ` MIN. CONCRETE KSI ll PER ANCHOR, SEE SHEET 7 MIN.CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU II SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.� 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY INTERIOR 1/4'• MAX, F SHIM SEE ANCHOR .,•: f•: •+• . . t'. GUIDELINES, ]' SHEET MIN. •CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1-3/8" MIN. — 1/4" MAX. SHIM —.{ 1/4" MAX. SHIM EMBEDMENT 1/4" MAX. SHIM EXCLUDING POINT 2X WOOD BACKER #12 STEEL 1/8" NOM. MIN. #12 STEEL #12 STEEL ELF —DRILLING SELF —DRILLING SELF —DRILLING SMS (G5) SMS (G5) _ SMS (G5) USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR QUANTITY & QUANTITY, O QUANTITY & SPACING AS SPACING & EDGE SPACING AS #12 STEEL DISTANCE AS #12 STEEL SCREW EXTERIOR #12 STEEL EXTERIOR SCREW EXTERIOR (SHEET 6) SCREW SHEET 6 METAL FRAMING FULL—LENGTH, WOOD ( ) A" STEEL: Fy-36 KSI MIN. (SHEET 6) BACKED STEEL STUD STEEL STUD .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES Fy=33 KSI MIN. (ATTACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME OTHER _FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) PRODUCT REVISED ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE av winPlyinBwilll lhu F'lori Building Corfu 1I _ 11 Acun,lunm W. NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. CHANGE THIS SHEET INSTALLATION, FINNED FRAME RW IT ON FOR LREMW ARGER WINDOWS 10 INCLUDE 10N.0 VENICE,FL TECHNOLOGY34275�Fn>T\'^ P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT NOKOMIS, FL 34274 ® s.d../Nodal: Seala: 51,¢oL um-, No. PW-701NTS 5 -f 8 4259-4 off.( 1YNN y/e( * NO.58705 -'� a-n11 u STAT FLORIOP.•'��� IO�1NAL � . A. lLyrirl (♦)filler, P.E. P.E.# 56705 90LOG #'3'd ` .���,-AVNO/SS m : //rI o = 90199 'ON a tonunO lanpotd apoQ nua! W olo tt ON 03unldo05V JJJ��1 �11 OM, 4_ u!ponH oppold atP g1P^'JtgAldux" s 09SIAUUMMOUd a ssza e s SIN •eN Eu.v41 noouc :vpv WMI 'MOaNIM 38610/d 31bu1S8!]S QOOM m IOL•Md yi0 'WIO „8„ \\ II 'WIO „8„ --4 'WIO 'NMOHS SV kIIVINOZ180H NO J.11V01183A 031N3180 38 AVW SNOISN3WI0 „8„ v „V„ „SLE'L „9Z'L auld •S u00ellin I9918 „9t/9 b „SLE't It Buld'S XeIda1B+OSSOtb „b/t nL ... __ slild S uoow11f11ee1S „a/t E „9ZVo „t9E'0 laal89eV (9`0-38Iaa1S'm „5ZL'0 „t9E'0 91-E908'wnI Nq)maiosjaajg'gCi e'J9N,.940' „L9E'0 E£ ��J 'PB1S -IlS (5J) maros !ea1S 'bL# - Z „V96-0 au!d'S (9'J)me�aslaalS'bL# „9Zl'0 „bZE'0 IealS 9EV (95) —Ds I8818 'Zt# „5Zl'0 „bZE'0 91-£908'w�IV(SJ)M�aglealS'ZL#-- B�J9L/„B60' „bZE'0 EEi�J'An1S'lIS (5J)MaJ�sjealS'ZL# L „9R „b98'O sold S — (9J) oslaajS'ZL# luaw aouels10 •pagw3 a6P3 elrrlsgng Fu7ojjdjjosaCjjoqouV ed/� •u1W 'uIW IoyouV t,LZb£ 13 'SMOXON 6M Xo9 •o'd SLZ4£ 13 '301N3A 'N MHO A9010NHO31 OL( 193HS 133HS SIHL 30NVHO ON '3MISenS 3H1 H01VW 01 SNWn10O 318V1 31dI11nW WONA N3SOH0 38 AVW SNOHONV 1N3N3AA10 'S '(133HS SIHL '3H001d 33S) 31EVI 3H1 rmA 11nS38 31VHn00V 38OW V NIV180 01 03S83A38 38 AVW („8„ ONV V„ SNOISN3WI0) 1HO13H ONV H101M SMOONIM 3H1 'b 'NIHIIM 113 A13131dROO SNOISN3WI0 1HO131A ONV HAIM lIV83AO 3H1 HOIHM 3AO8V 318V1 3H1 Ni 3ZIS MOONIM 1S31NWS 3H1 ONIJ 'SMOONIM "IV8n13311H3NV HOd '£ 'NOISN3WI0 1H913H NO HIM 318VI)VAV 1X3N 3H1 01 d(1 (MON 'NMOHS ION SMS 80A -Z 'a11Z£ 0330X3 V38V MOONIM 3HI NVO NON „0 t NVHI 3HON 3e IONNVO MOONIM 3Hl d0 301S IN0 ANV -t :S310N ayl leyl os paslana3 aq osle;snw smog gwefpue!11S/PeaH ayl `osp,algei LLtt •sJoyoue lsow ay3slaS uolsuawlp ENot uo sappenb joyoue wool of pasuanal E££ a Aew suo suave! i a u q I P 4 1 H PUB 41PIPA b 9 4 9 E Ot ZL M OL OL 9 9 5 19 6 9 6 9 E 6 tt 6 r6 6 Ot 6 6 6 9 G 9 9 9 9 9 9 b 9 b 9 E 9 Ot 8 8 9 OL 9 8 8 8 8 8 8 9 L 9 9 9 9 9 9 b 9 b 9 E 8 M 9 6 9 OL 9 8 9 6 9 8 9 9 L 9 L 9 G 9 9 9 9 9 9 b 9 b 9 E E££ E Z Z Z Z II!S/PuSH 9bL o D y ZL 9L ZL et ZL 9t Zt ZL qwer E E E E Z Z Z Z IBS/PeaHla2uol BZt Et LL Zt tL Et tLtL qwe(ayj e E Z Z Z Z II!S/PBaH OU £t of tt oL et 0 of gwep b£ b 1 E e E£ Z Z Z Z II!S/PeaH L'804 lgt Ot OL 1 6 Zt 8 lot 6 ZL 6 6 gwep 1 b E b E B E E Z Z Z Z IIIS/peeH 86 lot 6 6 9 OL 9 6 9 OL 8 9 qwer b E b E£ E E Z Z Z Z 11!S/P98H E'SB 8 9 B L 6 L 8 L 8 L L gwep b E b E e E e Z Z Z Z Ills/PBeH 6 9 9 L 6 L .9 L 6 L L gwep b e b E££ E Z Z Z Z IIIS/PBBH 9 6 9 6 9 6 8 9 8 6 9 9 8 8 9 9 L 8 L 9 L e L 8 L 9 L L gwep 89L .., 9 L 9 L 9 L 9 9 9 9 9 9 4 8 b 9 E b£ b E E E E Z Z Z Z IIIS/PBBH L B L 8 1 8 L 8 L B L L L 8 L L L S L L 9 9 9 L 9 8 9 9 gwep ZL L 9 L 9 9 L 9 L 9 L 9 9 9 9 5 9 b 9 b 9£ b E b E E£ E Z Z Z Z IIISIP99H L 8 L 9 L 9 L 9 L 9 G L L 8 L L L 8 L L 9 L 9 L 9 L 9 L 9 L 9 9 gwep 9L8'L9 L 9 L 9 9 L 9 L 9 L 9 9 9 9 9 9 b 9 b 9 E b E b E E E e Z Z Z Z IIIS/PeaH 9 L 9 L 9 L 9 G 9 L 9 L 9 L 9 9 9 L 9 9 9 9 9 9 9 9 9 9 9 9 9 9 qwer 09 L B L L 9 L 9 9 9 L 19 1 9- 9 9 9 9 b 9 b 9 E b 1 E b£ E e E Z Z Z Z IIIS/PBBH 9 9 9 9 9 9 9 S S 9 9 8 S 9 9 9 9 9 9 5 9 9 9 9 4 5 4 9 4 9 b b qwe(• 90 9 L 9 L 9 9 9 9 9 9 9 9 9 9 9 9 4 9 b 9 E b£ b£ e e E Z Z Z Z IIIS/PeeH E b e b E b E b£ b£ b E b E b£ b e 4 E b e b E 4 E b£ b E e qwe� 9E b E Z L b£ Z L b E Z t b E Z L b E Z L b E Z t b E Z L b E 2 L .uopeool "youV 9L8'L9 09 b9 86 Zb 9E OE bZ adtl 1040uV (u1) u01suaw10 Al. Jo „ . (V-4 sedl(1.IogauV) lineW jo pooM olul sol;l;uenojoyouV qwer pue 111S `peBH Head, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 5-7) Anchor Type "A" or "B" Dimension (in) 24 1 30 1 36 1 42 1 48 1 54 1 60 1 67.875 Anchor Location• 5 6 7 5 8 7 5 6 7 5 6 1 7 5 6 7 6 6 7 5 6 7 5 1 8 7 36 Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 6 6 5 6 6 5 7 7 6 48 Jamb 5 4 4 5 5 4 5 5 4 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 60 Jamb 6 5 5 6 6 5 6 6 5 7 6 6 7 6 6 7 6 6 7 6 6 7 6 6 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 67,875 Jamb 7 6 6 7 6 6 7 7 6- 8 7 7 6 7 7 8 7 7 8 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 6 5 5 7 6 6 7 8 8 8 8 7 72 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 c Head/SIII 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 E Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 84 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 B Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 6 5 5 7 6 6 85.3 -Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 m' Head/Slll 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 8 8 10 9 9 11 9 9 3 5 5 4 6 6 5 9 12 10 10 3 5 5 4 10 'Width and Height dimensions may be reversed to locate anchor 3 quantities on the table. If so, the 11 Head/Sill and Jamb rows must also 3 be reversed so that the longer dimension gets the most anchors. 96 Jamb 10 8 8 10 9 8 101 9 Head/Sill 2 2 2 3 3 3 4 4 109.7 Jamb 12 9 9 12 10 9 12 10 Head/Sill 2 2 2 3 3 3 4 4 120 Jamb 13 10 10 13 11 10 13 11 Head/Sill 2 2 2 3 3 4 128 Jamb 13 11 12 Head/Sill 2 2 f 4 145 Jamb 16 12 R232 Head/Sill 2 2 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN, ROUND 11P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. CHANCE THIS SHEET NEW SHEET P.O. BOX 1529 NOKOMIS, Ft. 34274 Anchor Min. Min. Type Anchor Description Substrate Edge Embed. Distance menl 1I4" Steel Ultracon Hollow Block 1" 1.25" 114' Steel Ultmcon 2.7k Concrete 1" 1.376" 1/4" 410 SS CreleFlax Hollow Block 1" 1.25" 1/4" 410 SS CreteFlex 3.35k Concrete 1" 1" Steel Ultmcon Hollow Block 1.563" 1.25" 5/16" Steel Ultmcon 3.5k Concrete 1.25" T. "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. r— "B" DIM. —� \ "B" DIM. DIM. \� I ALUMINUM PICTURE WINDOW. IMPACT I PW-701 I NTS 1 7 a 8 1 42694 PRODUCPREVISED 89 conrplyingwlllt Iho Florida 1 IIutlding Codo _` 11 , Acceptanw No TI_1`'r� 6xp atc_ � II Miami Dadc t'roduu Contro VNIy Pam:'• �\CENSR ''•F'P * ' No. 58705 � •.� ao Jla y r 41: COI NN- E .�`. A, %hhl Mllld, P.E. P.E.# 58705 2.784" .094" 2.500" rru � I I I INTEGRAL FIN FRAME O MAT'L: 6063—T5 DWG NO. 4256A .094 1.875" 1 L .500" .062" .062" 2.784" FLANGED FRAME O VIOL: 6063—T5 DWG NO. 4253 NO CHANGE THIS SHEET I+— .970" .9715" 7/16" LAMI GLASS BEAD MAT'L: 6063—T5 10 DWG NO. 4255 ,346" —r•I �— .975" .050" —rl r- 1-1/16" LAMI I.G.GLASS BEAD 11 MAT'L: 6063—T5 DWG NO. 4254 ITEM DWG #I PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee -Morehead SM5504 acryl-r narrow joint sealant or 10 4255 64255 7/16 Iami glass bead 11 4254 64254 1-1/16lami I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7116" lam! glass: 3116" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16' heat strengthened 18 14116" Iami I.G. glass: 3116" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4262 64262 Architectural corner key 21 7116" Iami glass: 3116" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 22 1-1116" Iami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3116' heat strengthened - .090 DuPont Butecite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened )70 TECHNOLOGY DRA N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES, nu.: ALUMINUM PICTURE WI anoe/eroa�: scae sneer: Pw-Toy NTS 8 -, 8 LIST 4259-4 ,974° .047' INSTALL. FASTENER COVER 13 MAT'L: 6063—T5 DWG NO. 4224 RSVISBD 8 wilh tlu I do No �I i"r" •nn * N0.58705 f 4 STATE o•. FLORIOP•'�CO\ &IONAk- A. l ddlMII)Jr� P.E. P.E.# 58705 -Property Appraiser - St.Lucie `mty, FL Page 1 of 1 Aime Dutil Record: 1 of 1 Property Identification Site Address: 1645 NW SWEETBAY CIR Sec/Town/Range: 26 :37S :40E Map ID: 44/26S Zoning: PUD Ownership and Mailing Owner: Address: Sales Information Date Price 8/20/1990 304500 Aime Dutil Lise L Dutil 1645 NW Sweetbay Cir Palm City FL 34990 PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print �\, GIE CO ParcellD: 4426-803-0061-000-0 y� G2� Account*: 119450 Land Use: SF Res City/Cnty: St Lucie County Legal Description HARBOUR RIDGE -PLAT 8- SWEETBAY VILLAGE UNIT 38 (OR 704- 1582) Assessment 2011 Final Total Land and Building Code Deed Book/Page 2011 Final: 296400 Land Value: 135000 Acres: 0.27 00 WD 0704 / 1582 Assessed: 296400 Building Value: 161400 Ag.Credit: 0 Finished Area: 2202 SgFt Exempt: 50000 Taxable: 246400 Taxes: 5210.14 BUILDING INFORMATION Exterior Features View: - RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HA - HA YearBlt: 1990 Frame: - Grade: A - A EffYrBit: 1990 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: 1/213ath: 1 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt. No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 720 AV AV 1990 1 0100-SF Res LFI -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/prc.asp?prelid=442680300610000 6/8/2012