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WS-12-1044Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177044 Permit Number: WS -6 -12 -1044 Scheduled Inspection Date: August 07, 2012 Inspector: Bruhn, Norman Owner: GONZALEZ - GARCIA, ADOLFO Job Address: 262 NE 93 Street Miami Shores, FL Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)206 -0463 Parcel Number 1132060133500 Phone: 786- 298 -7624 Building Department Comments REPLACE SELECTED WINDOWS AND DOORS (SOME ALREADY IMPACT) 15 OPENINGS Inspector Comments CREATED AS REINSPECTION FOR INSP- 174532. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 06, 2012 For Inspections please call: (305)762 -4949 Page 27 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDLNG OWNER: Name (Fee Simple Titleholder): Address: City: Tenant/Lessee Name: Permit No. S ' 12" 10144 Master Permit No. 19010FING Mo6otwlei - C7araa. $}feet FL State: Email: cz. J L -1 �(.:� �Gf (1 , e 6 eh Phone #: 619S-- Z06 - 0963 Zip: __ s3 t 6 Phone #: JOB ADDRESS: ) 6 a 1` " 6 City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: Y) (� Zip: 311 CONTRACTOR: Company Name: ika +.� k1� Phone #: 5 2,.�c °,y Address: oqZ, o 5z ' /123 A 674 / 3 city: 4/I4rvto State: -R. Qualifier Name: C State Certification or Registration #: ( CCU,. (3/ /.e2 51 Ce Contact Phone #: ? 9(o °o C1l Email Address: p�C�1n/16e DESIGNER: Architect/Engineer:.>�y� C ill Zip: Phone #• /<'® tificate of Competency #: 0305009'43 NCI44.-Pqr J11',004 Phone #:6559 -:GS o3O / Value of Work for this Permit: $ Z�i 5 ).1 Square/Linear Footage of Work: (CPO Siv--Pt- Type of Work: ❑Addition .. Alteration Description of Work: UNew ❑Repair/Replace Ahem j ❑Demolition Submittal Fee $ 5 t' 00 Permit Fee $ Scanning Fee $ �� Radon Fee $ DBPR $ * Fees***** 3 * *** *** * ******a:*m******** *** ** * **** ** CCF $ CO /CC $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs se 'n (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap ved at a e spection fee will be charged. XSignature er or Agent Signature Contractor The fore oin trument was ac •wle b a me s 0 The foregoing instrument was acknowledged before me this day of rt , 20 1 2., by , 1. day of ` , 20 Ot , by 5 --CC— , , h s perso ally own o me or who has produced who personally known to me or who has produced ✓� IDvIentification and who did take an oath. as identification and who did take an oath. NOIIAR P _ LIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: • 43'44rE of * ******** **** ****** * *** **** ** ******** ****: x **** * * ********* ********s * ** ***** * * ** *** *:x+u** **:x ******* Sign: Print My Commission APPROVED BY 6- Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Hwieowner Adolfo Gonzalez Property address 262 NE 93 Street Mimi Shores, Florida 33138 Comments 6 7K Contractor: Superior Replacement Window at Door, Inc. Uc. # 03BS00463, SCC131150259 21032 SW 91 Court, Cutler Bay, FL, 33189 Ph. 786298.7624 Fax. 305256.9411 AA 4+ -44 4 ,c ViHage E--„ tENE O' . • . _ ..: 0 , - DATE , . • ' z .1 ___i SULiJi (.. I I 0 LUNil 'I IRNOi WI I I I AI L I i 1)t I iAL SIAM ANI) WAIN I Y I OS ANI) I fl 71 Al ON 0 0 0 N/A . I Door N/A I I pWiNnolow 1 N/A Window 1 I 0 - i-4 ,-; 01 of 01 tv yWindowi For Window/Door type, dimensions $ calculated DPS see attached chart Drown by: Fachada Designs com Ph. 305.986.5006 Mobile. 954.445.8079 Contractor: SRW&D,Inc. 21032 SW 91 Court , Cutler Ba FL 33189 Tel: 305 - 256 -1411 / Fax: 305 -256 -9411 Lic. # 03BS00463, SC C131150259 Mark 4 Window / Door Ty PGT Series "CA -740" Aluminum Casement Window 6 8 10 12 PGT Series "CA -740" Aluminum Casement Window PGT Series "CA -740" Aluminum Casement Window 7 PGT- Series "CA -740" Aluminum Casement Window 6 PGT Series "CA -740" Aluminum Casement Window PGT Series "CA -740" Aluminum Casement Window Homeowner: Adolfo Gonzalez 262 NE 93 Street, Miami Shores Florida 33138 A . provais NOA #11-1110.18 NOA# 11- 1110.18 NOA# 11- 1110.18 NOA #11-1110.18 NOA# 11- 1110.18 NOA# 11- 1110.18 Width 191/8 37 37 37 37 DPS ( -) 50 5/8 38 3/8 50 5/8 50 5/8 50 5/8 50 5/8 70.0 70.0 70.0 70.0 70.0 70.0 75.0 90.0 a 75.0 75.0 75.0 75.0 ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 Email: Engco@AOL.com REF. #: w 12 -16 Date: 6/4/2012 Contractor. Superior Window /Door Replacement 21032 SW 91 Court Miami, Fl - 33189 Job: Gozalez Residence 262 NE 93 Street Miami Shores, FL 33138 Wind Load Calculation for Components and Cladding under ASCE/SEI 7 -10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) 15.00 Feet Low Rise: Buildings with MRH <= 60' and MHR <= B Cladding Elevation 15.00 Feet Minimum Width: (B) 44.00 Feet zone 5 38.1 -49.8 Roof Slope Reduction Factor 1.00 Roof Slope Basic Wind Speed 175 mph Use Figure 26.5 -1A or FBC 2010 Risk Category: 11 Exposure C a Zg (Section 26.7) 9.5 900 Exposure C: Open terrain with scattered obstructions height Tess than 30ft. Open country , grasslands Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Table 30.3.1 0.85 Kh - Table 30.3.1 0.85 Kzt - Section 26.8 1.00 To be used when hill height H >= 15' Velocity Pressure (qz) 56.57 Psf Velocity Pressure (qh) 56.57 Psf qz =0.00256. Kz . Kzt . Kd . V ^2 qh =0.00256 . Kh . Kzt . Kd . V ^2 Section 30.3.2 Section 30.3.1 Tributary Area 21 GCpi (Int. Pressure GCp ( Ext. Pressure ) 0.18 1 -0.18 zone 4 ( +) 0.94 Section 26.11 zone 4 ( -) -1.04 Figure 30.4 -1 (walls) zone 5 ( +) 0.94 zone 5 ( -) -1.29 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 53" from building comers Wind Toad combination factor 0.6 0.6 zone 4 38.1 -41.5 zone 5 38.1 -49.8 End zone (a) 53 INCHES 6/4/2012 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. . Sheet W 1/1 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11005 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 P (786) 315 -2599 www. mia,muidade.aov/hulldinuntome/asp PGT Industries 1070 Technology Drive, Nokomis, 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 BNC -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. BNC 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: PGT Series Aluminum Clipped Mull +ion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6262JR, titled "Impact-Resistant Aluminum Mullion", sheets 1 through 18 of.18, prepared by manufacturer, dated 12113/10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E., bearing the Miami ]Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) Ratings per tables sheets 5 thru 18 (mullion type, span, opening and clips) - 2. See applicable anchors, installation, limitations and mullion attachment to the substrates per sheet 1 thru 4. 3. DP ratings are based on mullion loading types selected and approved Fenestration Products contribution. 4. Louver DP of mullions or Fenestration products shall control for the entire system. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned. above. The submitted documentation was reviewed by Ishhaq I, Chanda, P.E. NOA No 10- 0819.05 Expiration Date: May 26 , 2016 Approval Date: May 26, 2011 Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6262.1R, titled "impact Resistant Aluminum Mullion ", sheets 1 through 18 of 18, prepared by manufacturer, dated 12/13/10 and last revised on 05/06/11, signed and sealed by Anthony L. 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 32.1, 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-I thru E- l), dated 02- 28 -11, signed and sealed by Marlin D. Brinson, P. E. (The above test report has an addendum letter dated 05- 05 -11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by POT, dated 08/13/10, 01/04 /11 and last revised on 05-06-11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by POT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement letter of lab compliance, as part of above test report. G. OTHER I. Test proposal # 10- 1070 -R, dated 01/07 /11 approved by BNC. E -1 471& . Llose001.14% Ishaq L Mande, P.E. Product Control Examiner NOA No 10- 0819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT- 'RESISTANT PRODUCTS LENGTH • ' ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: y PENING I-- -NORIZ, MUU LENGTH -1 "'! LENGTH 1 �D T--- " - SINGLE MULLION SINGLE MULLION BEE CORRESPONDING DETAILS L. FROM PIGURE 1 ABOVE. OPENING FOR YBRTIO� OPENING FOR ..1 VIDITICIAL MULTIPLE MULLIONS 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 INSTAUATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO SE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL. TO THE STRUCTURAL. PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN TESTED AS " FREE - FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CLIPS. 3) THE ANCHORAGE METHODS SHOWN HAW SEEN DESIGNED TO RESIST THE WINDLOADB CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.S LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER TO.CENTER HOLE DISTANCE IN MULL CLIPS HAVE BEEN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MULLIONS HAVE SEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION. SECTION 1820. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPUCATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULLIONS ARE ONLY TO BE USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 8) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 0) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF 11&ULTPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE($). 8) 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. =SIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. B) REFERENCE: TEST REPORTS: FT7..8443: ELCO UL NOM ANBUAF&PA ND8.2008 FOR WOOD CONSTRUCTION; ADM -2008 ALUMINUM DESIGN MANUAL TRUOTIOIS: 1) ETERMI E DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE. 2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION DING THE ENCLOSED TABLES. THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE EVALUATED. FOR MULTIPLE MULLIONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO ALL MULLIONS. 3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN ACCORDANCE WITH THIS BHEETSET. 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OP MULUONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. SEE EXAMPLES ON SHEET 18. GENERAL NOTES.. « » ».....» ..1 1 ELEVATXONB.» » «. »» .»...... ».» 1 MULL. TO 2X WOOD...».. ...«...» 2 MULL TO 1X a MASONRY.... »».. 2 INSTALLATION MUTES ..._.. 2 MULL TO MASOABRY.. .. ». ».»«» 3 MILL TO STEEL STUD..... ».. ».»... 3 MULL TO ANCHOR SPECS. ».........»........3 ALTS NATATE BLIPS...» ..»» „_.4 BAY MULL INSTALLATION..... »......4 1 X 2 X.128 MULL 1 X 2 X =MULL SPECS.». ».».,8 1 X 2.78X.371 MULL SPECB.........7 1X2.71X.221MULL SPECS — »a 1 X 3.128 X mom= BPEOS»......2 1.22X &INX 2011 MUU.SPEOS...10 1X4X.128 MULL SPOOL. ..»»»..11 1X4X.371 MULL 8PEC8». »,.» 12 2 X 4X38 MULL SPEC&... »...».» 13 2 X 8X .28 MULL SPECS... .»..,,... 44 138X 211 X .123 MULL SPEC&.10 30' X 3.21 BAY MULL SPED&. »...18 43e X 33BSAY MILL SPECS......17 EXAMPLES 1 a corn Cod* ENN .It; r ma FL. P.E. #8 DETAIL k MUI,LION TO 2X WOOD BUCK OR WOOD FRAMING EITHER THE STANDARD OR OFFSET MULL CUP MAYBE INSTALLED BY THIS METHMI. MULLION DETAIL It MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY SEE SHEETS 647 FOR HOLE LOCATIONS EDGE ENT FOR WOOD SCREWS 28(P MAX FOR ALL MULLIONS TYP. ANCHOR PER SUBSTRATE, BEE TAME B, SHEETS • MIN 21 KM ** .• • ..a .1 . • •t; EDGE coNGRerE OR QMU ' • • • BEE TABLE Si, EDGE DISTANCE SHEET3 FOR MASONRY ANCHORS EXTERIOR —PTYP. ANCHOR 7/ SEE TAM.EB,BTEFiE81'8 ONTANCIS NE TAMES, SHEET 8 MIN 2,7KBI ONION* ORCMU MIN 2.7KII CONCRETE OROMU "° SIDE VIEW FRONT VIEW SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CUP MAYBE INSTALLED BY THISNETHOD. 1 TYP.ANCHOR PER BUBITRATE. BEE TABLE B, SHIN 3 INSTALLATION RTES: 1) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELOO ULTRACON ANCHOR OR ELCO 114" CRETE-FLEX MASONRY ANCHORS PER TABLE B, SHEET 3. 2) FOR WOOD OR METAL APPLICATIONS USE ANCHORS PER TABLE B, SHEET 3. 3) ANCHOR EMBEDMENT TO BASE MATERIAI. SHALL BE BEYOND WALL DRESSING OR STUCCO. 4)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY E 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 AD, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 6) NCHOR HEAD0TTYPE MAYBE PANHEAD, HEXHEAD OR FLATHEAD. THE ANCHOR HOLES IN THE STANDARD AND OFFSET MULL CLIP MAY BE CO. TABLE A, PARTS • ti MIN 2.7 KM CONCRETE OR CMU FRONT VIEW Mull OUDITNIen POT Pall v IQ1an D Bedard OOP Offset OOP 041130301 1 X2 X.128 1556113M 66811165 668243M 1 X2 X.376 88 688114M 88811195 6882445 1 X2.76 X.376 66607 1181 6661122M 8662481 1 X2.76X.65 6881181 86611215 1 X3.126X.800 X11185 80811145 1.25 X3.186 X.255 85841M 66811175 X11134 688245 1 X4 X,126 69384 668111M 66611225 41M 1 X4 X.376 66610 8112M 66811235 68425 2X4X.25 6662615 N/A 868271M 2X5X.25 88804 882625 NIA 682725 1.28 X2.11 X.125 89310 888323M NIA 30 Degree 86849 N1A NIA 46 MUNI NIA 1 ..`'LORDS... ` .. ��' l 'IO''NA1. f��,O A. LYNWMI P.E. P.E.# 68705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THW METHOD. EXTERIOR MULLION TYP. ANCHOR SUBSTRATE, 8EETAeLF�. THIS SHEET EDGE DISTANCE FOR MASONRY ANCHORS WELT ME CONCRETE OR CMU FRONT VIEW TABLE 2, ANCHORS YP. ANCHOR PER SURSTRATZ SEE TAILED, THIS SHEET " * " DISTANCE — Grampus% MIN RT MI CONCRETE OR OKI Th1 NT SIDE VIEW 0 Substrate Anchor Minimum Embedment IMe, Edge Dratence A Concrete (nth 2.7 kel) 1/4" Elea Wm Con 1-3/8° 2-112' Concrete (min. 3.35 lord) 1/4" Erna Crete-Flex 8134 14/4" 24/2' Ungrouted CMU (MPG C40) 1/4" Mao Ultra Con 1-1/4" 2-1P2" 1/4" Elea Crete-Flex 884 14/4' 24/2" 0 Concrete (Mln. 2.7 keg) 1/4" Elea Ultra Con 1-3/5' . 1" Concrete (m)n. 3.35 kel) 1/4" Elco Crete-Flex 584 1-3/4° 1" Ungrouted CMU (ASTM C-90) 1/4" Elco UltreCal 1-1/4" 1" VC Elea Crete-Flex 584 1-1/4" 14/4" C P.T. Southern Pine 012 Sheet Metal Screw (05) 14/5° 3/4" 1/4" El= UltraCon 1415" 1" 1/4" Elco Crete-Flex SIM 1-3/4" 1" Aluminum, 6083-75 012 Sheet Metal Screw (05) 0.128" 1/2" Steel Stud, Gr. 33 012 Sheet Metal Screw (GB) 1854 (0.048") 112" A38 Steel 012 Sheet Metal Screw (GB) 18011(0.048") 1/2" —4 .126" DETAIL E: MULLION TO MULUON INTERSECTION NOTES: 1) MAY BE INSTALLED IN 'TEE" OR "CROSS° INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICAU.Y. 3) SEE INTERSECTION CUP DRAWINGS, SHEETS 5.14 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. TOF VIEW VARIES1*---.1 MUWON TYP. ANCHOR PER SUBSTRATE, SEE TABLE EL THIS WENT. FRONT VIEW DETAIL 0: MULLION ATTACHED TO STEEL STUD EXTERIOR 1) FOR PA WOOD-BACKED STEEL STUDS, Mt WOOD ANCHOR VALUES MAY BE USED. SIDE VIEW 2) SEE CORRESPONDING MULLION TABLES, SHEETS MT, FOR QUANTTrY OF SCREWS. SEE SHEETS PC41 HOLS LOCATIONS FRONT VIEW EXTERIOR MR WM STUDS THINNER THAN 10 OA AND COMPLUINT WM NB FL BUILDING COM A 2% WOOD SACKER MUST USED. MAMMY BY OTHERS URZ WOOD ANCHOR SPECS 01) ======= EDON DISTANCE BIM TAME B, WIRT 3 SIDE VIEW WAG IOW at. , tau , ott 1,,tv AAA, DETAIL F: FELD-MODIFIED MULLION CLIP DETAIL G: ANGLE MULLION CLIP DETAIL H: BAY MULLION INSTALLATION SEE DETAILS A.E, SHITS $H53TB2AND3 FOR INSTPLIATCIN TO SPECIFIC 6188TRATES. Sr OR SP MY MULL 0 0 0 0 0 SIDE VIEW 1383 SIMMS 547 FOR HOLE LOCATION! TOP VIEW 355 6118516 547 FOR ROU3 =Anon TOP VIEW 838 856378 8-17 FOR KOLE LOCATIONS TYR ANCHOR ,/-7SUBSTRATE, 13134 TAME 5, MEET 8 STANDARD MULLION CUP MOOR) TO FIT FIELD CONDITIONS. TYR ANCI4C21 "—PSEERE TAKE TR21, MET SUBSATE, EXTERIOR 2' X M AMU:IMP, 2 PER MULLION END, MUST 83 INSTAURD INSIDE OF BAY MULL. PI MUM' r xr x .1Xie NIGUii CUP, 2 PER MULLION iire, MUST 1313 INSTALUID MIME OF NULL. BODE DISTANCE ME TAME It MEET 3 1.00° ruling" 1 inhimio DISTANCE IN. MS OM SEE MIN. UM mum TABLE 13, SEE TABLE 0. SHEET a SHEET 3 NOTES FOR INSTALLATION OPTIONS F ANDO:, 1) DETAILS F1, 01 AND G2 IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN THE FULL DP OF THAT MULUON MAY OE USED, PROVIDED THAT THE OVERAU. SYSTEM DESIGN PRESSURE REQUIREMENTS ARE MET. 2) DETAIL F2: IF AU. ANCHOR IJMITATIONS FROM THIS smarsET ARE MET, TY6N Haf OF THE DESIGN PRESSURE OF THAT MULLION MAY BE USED. 3) DETAILS Fl, F2, 01, AND 02 ARE NOT APPUCADLE TO THE 2X4, 2W3 OR BAY MULUON. 4) SEE SHEETS 512 FOR CORRESPONDING MULUON AND ANCHOR QUANTMES. EXTERIOR HOLES TO BB DRILLED IMPIELO, SEE SHEETS 547 FOR 1.10LE LOCATIONS. mai pounce —MB TAMER INTO WOMMTERML, SHORT 3 NOLES 70 28 DRUM gornak $1411ETS5-17 FOR HOLE LOCATIONS. INTO CONORETEICIRJ NV:111ft Me Itht Ecolowriuce SEE TABLE B, SHEET 3 SOLES TO BB DRILLED MAIM BEE MEM 541 FOR 1401.1 LOCATIONS, MASONRY ANCHOR MOTES FOR INSTALLATION 9PDI314 1) USE 2 ANGLE CUPS PER MULUON END. CUP muss BE INSERTED INSIDE OF MULUON. 2) SEE COPRESPONDING MULLION TABLES, SHEETS 18& 1T, FOR GUMMY OF SCREWS. "'INS101414;o` A. LThUMtUk P.E. FL P,,0 3E103 rX2"X.128 "TUBE MULLION AND CUP MULLION 808818 RUM MEOTION MM1..27R •TAMIARI UP B TOPV®Y 2320' 4.760' oar- 1.123° ••"1/ I L n 5 ��VV P1.812' 1. EXTERIOR TABLE 1A IIOTERBEOTIDN LICIUMINELCUP 8083 T8ALUM. TOPVIBW 1 b915..37M OFFSET CLIP IOPALUM. vs 2 SCREWS PER x.128• UBFDINWJLL INTERSECT- IOW OP LY TABLE 18 1x2..128 AIWn. Tuba MOW Reata0ular Loading Design Pressure I OPenbry 14e71Iael or Natsaman itL7 ''•MCC= 1001t MUM/ IMMIZEINI 18051 !Et 000000m0000m00000m000000 14124 328 Alum. Tea 42 51 'monism D U mumaiJtEt©i31nsl nnunium 131200000130E3E31A13 JEJ 0m30131` 113013 =0131328130013000131313 131301313 ae30m11313n S0 m013m0®13130I]00 01130010 >E3 °0 °13130z13 n133013u13131313 131313 =0 23 13113 113 ©13113131 IMAIU0 28 26 1,713 ®1i ©01313 40 51 82 82 80.828 In 8451 50 51 63 In 83 83 52 83 83 55 88 27 72 51 7851 781n 00101313 UM 18 NOTE: THE ROW HEADING "5 OF ANCHORS° ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. Trlen2aHdriaposoldal LWfdNB Beim Preowe 6b187f) OWnIa2IVurOM m KONmnw) �o.I©0000 ©oEMMUMB oo©000Uo©oa .........r�}�..... ............................... ....... ...................... m 123 If OM 108 108 103 104 104 105 Ma 114 124 104 104 mop 104 1013 01131317003 a d " 1313 10112000101103133 000 m 0131033117033 n 80 00 4e ae [01310 6 [71 13 13 P M 30101U0100313033001313130L] 13 1313001301] 0000013 v ©0000030300130 3330130 27 27 130013 n n 1322 22 22 OMMO©©OMO 0000(313 = " 10©O©1313i313mi3®®M©©® ®17® 0113" 0 13 22 1311313331313 10[7 n [113133313 1313011311313 4215 481* 60,81851 54 51 00 51 53In 8851 724n 7851 784n 130 104 87 TARE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE, 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. F NEEDED, HOLES MAY SE DRILLED IN THE FIELD FOLLOWING DIMENSIONS WEN ON THIS SHEET. a THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U. LIP MAY NOT BE COUNTERSUNK, SEE *mere 2-4 FOR GENERAL. ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAWTRAPEZOIDAL LOADING TABLES (TABLE 1B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 1A). ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU 6111'1 NM INTO WOOD/STEELIAL. /lan ro 2w FROROC?:0 ��4i�slONA4100%*.0 A. LYNI1 �iJ 11 R, P.E. FL P.E.# 60705 7 "X2 "X.875"TUBE MULLION AND CUP MK NW STANDARD CLIP 8089.1 MULLION 8083-113 ALUM. »SECTION h-4.+ ''1 INTERSECTION ICLIP 60199•T6ALUM. TOPVIEW 9. ALWAYS USE 2SCREWS PER CLIP 0.800' INTERSECTION 1.0@8' I ar '-0.812' EXTERIOR i 1 4 USED /SMELL MAX 0AtLY TABLE 20 TABLE 2A 1x 2x.375 At9a. Tube ulxtgon 14mesgutarLading Deer Pusan Opening WOW or HorIordaq 7 M.;3 1201n MMt EtOCIICMIICNACIONIIINCONCIIC= I 'T' 10©1131©0 ®131©O1113131D1 © ©OO1010Q10111:1O1i MUM '� Ia to DDDDDDI7D: ©D1aDDL7DD131D 22 Ir1 D 101 84 ©DDDD 88 D 33 112DDD13 48 33 4o QCAIff 22 D . 3CI131C3©K31: 31301 t211113101311mC1m1 1300113E1E71 13 DDDCIL7E7D 4p D 42 42 DDE7D 33 D3DDDULIDC1E1DD D22 CILIUM 33 !C!7IDDDU2 VC1 7CIO22 D82DUDUmm D01310lE3DDi a 2r 0 1:301:11311:31313K3131311313 DDD 88 D 4a DDDCICIDUDDDUUUDDD D®DDDDODDDDUD 313 00 27 D 22 23 DDOUOm CID 20 D 28 ®mUDm13 180tn 4 I 481n 80 8018 SO In 80M M In 72 In 70In 28 NOTE: THE ROW HEADING 'B OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 199 2x.0T8 Ahab. Tiro Mao 1 Lading coop 00100101 Imo) Opening &Weal ar tlml:alt8I 1111111111111 ©1111111111 ©1111111111111113 1111.12.66,101111:111113111:1111111111211EILIKIIIIMENIEUEIRMENICIMIENIEMIEN101101E1113 Dm 122 MOM fro D 122 MOO 2 DOD 1111 Ise Dm The 422 ®i0 131nm ®DQ=®DDDDC 1:113 488 DDDDDDDDDDDD C=3113 '1°r im®DE DCI 22 DD ©t311313K3D11131 80 CJDDDL3DD DDDQEiDDIJDDDDDDDD m DDDD 82 DD DDOCIIJ17G70t3 4r 1JODDDDD 42 C3C31211131:31C1111301111 LZ7UdrD48 DOOM 4017DUtJUD35 DE7DCIDD2 80OD D 88 42 DIJDDI3DCI13DDD 33 DDDDDDDCIDD DD 50 117 32 32 ODDDDDDDCID 13DODD1]DD00 ErIDCIDDDDCU 28 DDIZ11317® ©©Di3ia131530 DDCIi3itlDfJivlaDmD In SS In 470 114 In a es 62 60 In M In so 20 nu, 70 In 70 in SO In DUD 00E11000 DDDOID or 22 22 22 1) UNEE INTERFOLATION BETWEEN SIZES AND/OR DEMON PRESSURES 18 ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. N THE IELD FOLLOWING DIMENSIONS GIVEN ON TIES t CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U•CLIP MAY NOT BE COUNTERSUNK. 8) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TFUANGULNETRAPEZOIDAL LOADING TABLES (TABLE 28). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 2A). ALLOWABLE SCREW PATTERNS INTO CONCRETEIOMU larinisa INTO WOODA TEEUAL. 80 L 1 ewe via On CiA Prudat 87.E 111111/// *d .05 r. 4.0 •'A 8SAf6w 4C A, LYWAIuER, P.E. FL P.E.# sem 1" X.2.7$0 ".X .376" TUBE MULLION AND CLIP -1.0-i MIN. ,578' STANDARD CLIP 8080-T8 ALUM TOPVIEW INTERSECTION UCHANNELCLIP 8083.75 ALUM. TOPVIEW 1 SCREWS PER CLAD 4.780' I Lint INTERSECTION �+ tusr. „TM CU P MOTION 1.1211%,c) INTO CONCRETE/MU INTO WOODISTEEUAL v � 12 EXTERIOR MIN. 278* CLIP TS TOPNEW % 1 i .. �iuiiu�ri✓cr � Iiu �i�, i < .. ii�� !c lull. TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SMES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, IF NEEDED, HOLES MAY BE DRILLED IN THE PIELD FOLLOWING DIMENSIC6S GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION UO.IP MAY NOT BE COUNTERSUNK. 0) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTION AND INSTALLATION METHODS. FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 33). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 3A). USED 00Ma( IONSaNY -�{I+- 125" TABLE 38 TABLE 3A I 2.75x.18 18120. 112120 MOW R,•angat rWading Dagen Plume 116eM21 Op0r21ng 001110a1 w Caani111111111111iiiiiiiii ma o ©a© ©o °o° ©Dora ©a© ®no©oa ©o©©n mDm m DQDDD 6...DDODMoDO 60 4 60!�MUMMO DDm 10 D®DQ 103 DD 6 DD 0 DD s�a 0D00D0D v D D 128 162 D 120 DD® 60 100 58 000 40 0000000000 mD®DDm DDfYN�r,�D DDDD 42 D $7 DD 40 UDDDDDQD O 120 1010MOa'OMO R�M0 m Ci000DCUDCD[ O 0004 84 DDDD0Q 40 Q0000Dry0 40 v DDDD M m D WMD 0 0000 ea 052 DDDDDDDD ,1 00m=0000 00000000000 42 0000 n 00000 = 00 000 46 ©D 42 000000000 aJ 00000 1e MUOM 0 62 DDCIDDD 8B D 4 DDDDDD0DDDDDD00D 00E70013 = DD " D 22 000©Dd 000010DDDDD00DDi 000000 4210 45 as In 68.828 84 3' 80 in 88In 721n 781n 781n CO In 08In 10607 11 In 123 22 20 22 22 NOTE: THE ROW HEADING 'W OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1x2.78x.318 Atxm. Tat. 151011 Tang daTrapxz01da Loading Pa15n Prom e601 o/N50a1 or N0,180M81 7001 M 1T 1i tT TTI m 10 Pik 0170 148 tt0 In m107m 1480 170 134 86 170 127Dm123DOD8DDm80mD �Dm pD 160 D tip 133 D 170 122 80 DmDmmDm DQD 1g6 l,0 140D70 140 1� mm DDm 118 D 180 1p4 DmD�!!�Dm ea B0 D�,}�om00Urm QD a QOQ D 180 108 om 07 DDDD 8Dr DD a 0 e DDDUDDDDD gompoupoomummommumonouummo DC DQDI 0130 DUDD m D N O ° DDDDDDD KM0000 a 52 DDODD 49 0000400000001000 D 52 D0DD N D 50 48 DDDDDDDcODDDD 0 2a DD 00000321000°0000000011110130"130 32 0130 30 0000100 23 23 DDDD0m0©0DD0DDm DD ©DDmr m 18 om im7 26 00000000000 F 8010 88In 88I 721n 170 170 170 123 a 78In 8In Mtn 10817 40 Q USED IN EXAMPLES ON SHEET 10 ALLOWABLE SCREW PATTERNS INTO CONCRETE/MU INTO WOODISTEEUAL • 0 i1 0 !. • • lI{ • • 1 A li 0 1 • AttaNino Da& 2n020101 ``.11111 oaf, „..a1eC6.► ■ PL 1 A. LYNN Ih .ER, P.E. FL P.E./ 80706 1 "X 2.750" X .850" TUBE MULLION AND CLIP MULLION 308349 ALUM. *SWOON AG00 ,air STAb®ARDOUP 60&&T0AWM. TOP w 2.7810' r1.012Y 1 i-i • �{ 4'- '•126' 1 i % U RPOLATIO4 BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPUES TO BOTH THE STANDARD AND OFFSET CUP. 8) 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. 4) THE STANDARD AND OFFSET CLIP MAYBE COUNTERSUNK THE INTERSECTION 1.1-CLIP MAY NOT BE COUNTERSUNK 8) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 4B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 4A). TABLE 4B TABLE 4A 1, 2789.E Abash Tube MMus 1sm442071.0• Mon Pwwuw 0100 Opening NeNeai or 1201867200 IIIIICEMIN =MIMI two E00000000000000oQ00000000000 MWb1 aiJI MUUUMIERW 000©©OI MEMENUUMMU i 1 MUM L 11u2 0 a D a m n UOMMDO eo 40 N L�O�L7i47 i'M000 18 ©MCC N MOM©© w 88 D .!�D•� iD" X00 881 040 0!�0 00 190 im M n D®© 80 102 DDM iI Dlilli�L�D©D01301 1 D000 80 D e2 OD17G7M0 a2 OMOMD®OmEI� sa DOD D 08 CCIUMM a �D � L'117DDDOODOM 7 DD m 17 11 D1 190 82 R1r 100 70 000 40 ©013130 l��m!!yy0. v 000 ®0 ]asDD0Dat001 00DDD47®Bidt6oDD1 0001] D0DD 47 DL 1 40 D 92 Q 62 D0DI�00 m aDDD 28 013 ' m1]Q17 821] 8213'1] 801'71]1](1]1'7 sm OL71] 20 211024.1]11] 000001] 48 O0D00D1r70DDOM 88 D 8 DDD DDODDDD 0 DD v v DDOD00D1]00DDD OeaDm©mDDD9o170002613100 D n 00000 D00®©0mm00f0LJ D 00 20 28 BMM 4210 00 48 ®.02910 8461 80!n 1184 20 43 07 27 7214 70 N 0801 100 84 70 27 08 27 27 22 11161 NOTE THE ROW HEADING W OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 127314214 M400.Tab, MOW A1ahir Subs6Me7ype SNO Tda Lo24122 CeatgoPl,sum 0081 6010 10084 OODOOMMOODOODOOOMONOCIO mm=nammunnimannummuniannionnununnn licil 170 770 170 Qp 170 m 170 0 116 170 170 E 170 170 1� 170 170 118 170 110 m 1470 170 m 1� 170 187 D 170 148 D 170 DDM 188 D 170 D 80 170 DD 170 D 6 170 DDL 00 170 DD t7o D0D 127DD 1427 ODD 60DD 80 DD 8 (ODD 160QDDQ7D122 Dlml01� 013M181i71J1sDD1i71�IDQ0 D 0 6 170 000 100 60 78g 01 0 02 1S 122 DD0DMODOMDUM 13 102 000 a D 100 0001310 010001200000 DD 1]0 74 0p 120 0 eo +091]1]017 m 00 60 CID 47 D©DD]]D D] e 1 e 68 1]©42 13 01]13 8a 490170081390000 w 10 0 000 a 1] 0 4 0000 40 00 ' 0000000 DDD a ©D ©09 'S 0000000000000000 w 0 00044800°013110 00323"1)000000242500 001 37 0 v 88 000 000©000D©©13E 'B 0 MD f1a1a17017 22 2a 22 28 28 09 DDDDDD 000000D00000000000 4034 80810 470 170 000 8061 7210 ma 104 80 40 0084 081n 10810 11161 12010 O USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO OONCRETWOMU WO WOODISTEEdAL • D I,irlii � S I • • [!TiTnlh plet 1 1 X < L J 5 yr 'I * e • plc. 68TOS, VV r �''ryt',tONAtt$` . A. LY 1 N P.E. FL P,E.# 8B7O8 1'x3.125 "x.500"TUBE MULLION AND CUP TABLE 5A 1-t000 —f MULLION 6083-70 ALUM. X- 8ECTWN TABLE 5B 1 °x1.116°6 WAR. 704W Ibah9Sm.rIauM2 MOM end SOWN @ lyps, 8N T.M.6 O..Ipn Panora 0942111 0pame0 (MAW 4*1611 0 � iiiiiiiiiiiiil 1000 Q(.= ©ENEWIE o©©I MIEZEM©®o©MEI©Mt! ©0INIE©E1 WM0°0 wo 0000000 89 000000 96 40 6O 0000 00.0 5 0001° ©DDUD0 000°000000 45 °0= 27 0 0129 101 °00000°1°000000000000000 —' 000000 a2 0 918 D010 0000000©0027 0 96 DD '' 1 103 0000000"=00000000 0000000 000000000=°0000 �}� 91 0000000000 m0 °000087000 0000470080000 °0 °00 M 0DDD0CD 40©0©00�}�©0©00 800000° 00 M=000000"00 __ 00001 00000000 ° 0®00000000© 88 00000=000 0000000 00000 48 000000=00°0°0000000 0 WM00000 49 99 a 33 D E7 0000 21 021 000000 M ' DDDDDDOM 000000000 eli DD 32 DDD 21 D 22 m 00000000 00000000001613 5022891 123 46 83 In 99 27 9091 12011 NOTE: THE ROW HEADING '8 OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1'0*.111'6 4 0°Aimn 790,8011 Tran)Mte rlrrap.NOt1.l Waft oeman 6. t Comaa2 (V.r1NNI orit0/4mna4 8091 601n 701* 5018 10091 19001 14010 Ambit end ■0Nb lypN, W81288 A 00tArehos 45 110 8 1 110 0 A 5 0 4 2 2 4 170 170 126 170 A 2 170 8 0 A 8 0 A A 0 A 5 0 A 6 0 A 8 0 1 4 2 2 4 119 170 170 116 170 170 2 4 2 4 2 4 1 2 4 110 170 170 116 170 170 118 170 170 118 A 2 170 1005, B 0 2 4 118 170 481* 170 16 170 167 103 145 08 170 139 81 170 135 89 170 135 170 191 69 170 108 ea 185 170 60.696 In 161 107 170 141 03 170 134 66 170 127 53 170 133 170 121 67 170 131 99 170 80 170 121 80 1T0 54 In 160 a3 170 131 07 970 121 114 76 170 110 163 107 70 185 106 70 159 106 70 103 70 150 0091 131 170 116 10 119 104 60 166 97 84 146 92 40 137 88 Se 132 88 67 128 88 87 120 08 129 6318 123 170 108 71 181 ar e4 145 90 at 158 88 66 127 82 84 192 78 61 117 79 61 117 81 117 8818 116 101 61 151 91 84 65 121 79 62 113 70 105 72 47 100 71 47 71 99 721n 78 M 70tH 104 18 48 69 64 88 195 114 105 01 66 52 60 58 54 118 67 89 61 78 78 ea 80 48 101 es 76 78 69 01 40 48 44 01 77 70 70 64 62 40 42 41 64 68 70 81 84 55 43 40 26 78 85 60 62 58 94 40 37 30 72 59 54 62 04 91 33 3a 54 70 87 61 80 54 61 38 38 34 70 M 51 wm CS 03 68 er 45 57 40 45 35 45 40 34 40 37 11 33 25 33 30 29 SO 25 8891 88 68 47 47 41 57 41 09 34 99 53 50 58 00 27 25 21 24 24 29 13 10391 39 99 39 83 33 33 28 26 26 5' 11 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE, 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CIJP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES IF NEEDED, HOLES MAY SE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U°CLIP MAY NOT BE COUNTERSUNK B) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANOULANTRAPEZOIDAL LOADING TABLES (TABLE 88). FOR FENESTRATION PRODUCTS WHERE NOT AU. FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE SA). 99 111 N 11091 53 28 se 11 38 38 30 24 80 24 fl0 24 28 21 28 21 28 22 18 2S 15 23 18 23 23 21 31 21 18 16 10 18 15 10 18 16 10 21 21 21 19 16 1e 18 10 18 10 10 10 10 11 Oa 11 ALLOWABLE SCREW PATTERNS INTO CONCRETE/MS.1 INTO WOODISTEEUAL. I• o 1. 1 o •I • • • • 5* 68433371*" "a nv 1.26° X 3.188° X .265° TUBE MULLION AND CUP MULLION 500370 ALUM 04RDu0N 376" STANDARD CUP 005341 MV afar saw .128" *1" STANDARD OL2' M30 aiiiiiii..iu. 1111 %iib�.riia.viui..ai. EXTERIOR .12P .128" U471ERSEC710N 605340 AWN. TOPVISW �! .428• '! )) INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES 18 ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION SLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS MEET. 4) THE STANDARDAND OFFSET CLIP MAYBE COUNTERSUNK. THE INTERSECTION U42<IP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. S) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE OS). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIB ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE EA). TABLE 8B TABLE OA for a 0110° ZIP Alum Tubs 91.11 Anchor end 8uTyp ia e, 300 Tebbe 4211, 48 In 50.02131a 8411 50 11 83 th 0810 721n 75In 0�ewispier Loa WAG Dalin Pnrue obo ) OpenIng (Venial orHml:0nmp • IMIC]i1rIMII SO 61 1121 61 120 11110311111111.1E331111 IMOONONOCOMMOODOODOODO 000 1] 101 0 a OQOQOOO ©00 60 40 8 0 ,0i' 00 30 0 00010®a0 108O030000a00a0ag0031`04 v0 001° 010 D 0OO m 183 OO11 80 10001 29 OO z 0 0000 0 = a 00M0 107 0 * UUOCY0©0000000 O 3 e0 000 0 115045007 00000000000000 00000= 13115001200a000027OO23101000 O a 000000U 0000000O00000 n 00 0 1000000 a ,0 00©L]0000000000 ° 027 00 000000000000 013 27 010 22 30 Q10E701 Oa0000008 33 82 00040000 0008000 000000 4° a 4/000a0mOnO2200001] 004000n OOOOOC nO2C70 '0000 0000 n 0©000000E�!JSUU 0Q 000000 22 21 22 1]1]0 ©ii MOOM 000000000000 123 103 a 70In 0061 98th 105 In 1111n 1201n 53 27 48 UP • Tube x 50157/77.99554910 M 4149 Da1Sn Proem 0MAI Alum MI 0pu5n0 MOW or Hairy 8861 10th 70th 97 40 10 In MO In 12001 14061 1001n Almlmt: .. ! T y p o , 95121915911 All 0 A S O A R C A 1 0 A 1 1 0 A DO A 8 0 AS 0 A B 0 604 .,...,:. KID Ell Ell D113111311111:11i, © ©MI © Ell 0113 111:111111:1 1131111E1111131m1�0±±�10© 4 I1 4291 170 130 170 170 128 170 170 119 170 0 918, 170 170 116 170 170 110 170 170 140 170 170 1'61 Ea 170 118 170 4510 pap 170 187 103 170 145 O 170 109 O 170 1]O 170 1] 09 170 125 88 170 188 a Ezi 135 se 170 60.828 91 183 0 170 14 85 000 170 127 se 81 170 0 80 170 121 80 470 181 M 170 181 60 170 8481 m 00 170 18 0 170. 122 80 170 114 00�7t70 �1.7,r0�0 72 103 107 O 100 000 101 To 0 108 70 188 8001 0 ea 170 118 0� 470 0 00 188 97 84 0 02 00 131 89 0 182 M 00 as 87 1] es 87 120 8091 128 O �'r+!�001`1100 145 so 09 m 03 0 1270 64 122 O M m��O 51 117 awn 0 7a r170 MO 87 181 O so 010 55 122 OO 110 O 00 107 72 47 loo 71 47 O 71 47 10 721n 108 O 185 O 6 S0ii1O 80 101 78 40 O 70 1]�81y 08 4a 76 a 78 m u 70 so 1] 70 7818 1]Q ®O 88 07 78 088 ea OODad 81 40 OOOO �o*70 so 88 O O 0 28 01 20 7801 ea 82 1os CI ea 80 73 TO or 44 70 83 0 05 88 E W 94 00 81 84 0 81 9011 1]0000 87 00 ��49�� iia W 000000 at O W O SS 88 80 28 W O eaai app 0 a7 0 a7 IDQO as O at 081 00 28 80 O M 27 124 00 $ loam a a CO W� sa O as O 29 O 28 23 28 23 21 O 21 1a 1a 0100000 18 111 b . 08 O 80 1111]"' 80 29 28 �28 Cla 2a 23 21 21 000 12 01]0 18 180 In O 2a "1] 24 24 O 21 OO 19 O1]m 1s 1]m 18 18 ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOO■DJSTEEI.JAI.. Mir& 1 S • i�i� 1 Mtn NOM 07 ‘tA104041 111111111flrr,r •'atiSS ..k rrr _ t1,+ !Op ri.q. �O rimy • FLOP `e '' ;)4 ',76�,u1O�L�N�1P�:`'�� A LYNIVImIUeR, P.E. FL P.E.# 65705 1 "X.4" X .128° TUBE MULLION AND CLIP M1l MULL= Te ALUM. *SECTION 2 8082TOAL M. TOPYIEW I- 1,00011 • 1.198' • 1 •' i 0812° 0 2t EXTERIOR OMIT CLIP 1300918AW46 TOPMEW 4.' M 1. .129 -. 240' 1 209 0 0 0— EXTERIOR ALLOWABLE SCREW PATTERNS INTO CON{ RETE#OMU MIS NIB TABLE 7A 11142.120 Ww.7128 WW 14ctengtdm Loading 084102 Pram 0780'7 Opener IVe100eiavHede00f8N OOOOOOOOOOOONIMIN00CIDOM 0 olnon©onnum n©noo©o©nunr mmom 000 1x19 0 ,0, 000 ©0000©00 00 0.0 0 35 0 0 0 C7 WM 128 00 1i © ®iii© 140 0 ®DD W D ©40 m DDDU 10 OD0© Dos 10@ 0D m m 00 w 0'i 0000 40 000© ®0©000 0 700 02 123 pp 114 ©p 1W DCI a X61 00000000000 00a.01200 40 110 04 00 57 00001043 0 40 00033 00 0608200 101062000.01040013v00000 0 5 1 00 0 f0 0000 0 O!�000©0 0D�' m *J000M i 70DDDDODDDD0 m 0000 00000 ' 0 m 00 m ffi D 0100000000 m m 40 D0 27 DD m pp m 32 m® 00000m000m m0000mD0D00m0mOD 0000 m m 00DCiDD m 000 m 6 m DDm , 0 WMD00 42 0 43 D00D m m ©OD0C♦D0QJD m D0 DODO 80 00 40 20 0 2 9 2 E]I]UEi©® MM DD0I] i 28 D 28 020 20 20 000001] 0000 Dm1)01]1200 4219 00.4119 6410 4070 W19 0019 122 103 20 43 40 7019 m 28 5919 46 WIG 120111 TABLE 70 1840.1W War, Toby 6112101 Td0r19Ote0Tr4pomidet LOad140 Was hewn 080/8) Ow1d0g 001221 4418260210) IttOOMOODOODOOMOOMOOOODOOOO =wiooniciooy y�..��±!--�� ©oonomiumn ©oaa©©o4laryy �in D 1 00000 iil19i M000D ,70 170 00 170 000000111'00 D 910 187 1W 170 DD 170 989 0 170 130 Q 170 130 Q 170 140 0 110 DDMmD 9W D0 170 134 0 170 127 0 170 mom m, enema= 121 40 170 �. 970 793 07 170 122 80 170 00 770 1100170 1W 70 160 1001)1)100 70 D 100 70 m DD tm 1U 170 000 00 144 m W 00000 M DD 00 ov��,ryryi��}�� O M 0000 �1 oars M v�m00 m3 om M om MM1D1)D0O w 130©© ,1. p 7$ 1)D 40 107 m iii m ©DD®o 1 ®DQ 140 00 122 Om 1W ©DO m m O0 m W o w �0:!'��i70i' 0M w 00 WM00000 1W 0 40 01)000000'5 000E 0000 m 0 EJOO m ®DOOM m O m L7m m 1D m 0DD m 001)0000 mDDDD0DU m 000001)01) =a 1)0 m O m 00000 000 m L7 w m 0 m 000000 m 00000(©0000 0000 m m w D w 00 m 1)01) 22 00MOM© ®ia m 00 Lli D0DmDm m mDDUD1�r�m as m m m 20DD ®C�DM LD w 82 00 i 2J 22 000000000 ffi 40 19 40.02010 am 4019 698 163 170 40 170 140 07 123 lee 909, 14010 10 T 1} EARL- ERPOLATIONBETWEENSPIESANDJOR ¢ESIONPRESSURESISALLOWABLE. 2} SCREW PATTERN APPLES TO BOTH TIE STANDARD AND OFFSET CUP. 3} ALL MULLION CUPS MAYBE FACTORY WOWED AND CONTAIN UNUSED HOLES. W NEEDED, HOSES MAYBE DRB.LED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THE SHEET. 4 THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U MAY NOT BE COUNTERSUNK. B} SEE SHEETS 2x4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 0} FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/IRAPEZOIDAL LOADING TABLES (TABLE TM. FOR FENESTRATION PRODUCTS WHEFIE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE 7A). to ig 8' r gl 1 1 We 1 *X4"X.375"TUBE MULLION AND CUP 41.144 -3 1600AMM. OUP 0804116M44. TOP MEW Fri 24712234CTION 114:121/2696 21.12 NMI X400 191. 123' 2.1 .740'1- TABLE 8B ALLOWABLE SCREW PATTERNS INTO CONCRETE/OW MIS TABLE 8A 1644 .275 Atom. 1520 Multion er183 980 ANA Promo Nwtt<4 Owls, NaON er Nmi:oWbn BtIn 9001 704* 80 40 1004* 4* 140 180 As*" and GAMIN TIAA A ON 140148 5 0 4 5 0 4 5 0 A 0 0 A B 0 A B 0 A 0 O A B 0 A 0 0 A ■ 0 9gA14feae 2 2 4 2 2 4 2 2 4 s 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 1 424* 119 97 119 109 51 109 W 49 40 In X0204* am 714 22 126 190 71 117 49 81 99 100 99 Si 81 99 09 78 04 89 72 47 79 71 49 71 88 44 49 40 40 80 11 59 01 40 90 40 42 62 89 30 74 N 35 88 48 t0 N 81 MA 129 182 87 MO e8 111 71 SO 109 08 48 04 Si M 06 79 01 24 72 44 20 61 29 00 In mammon 125 88 100 06 87 120 14 48 90 84 1871 *9 84 122 70 46 118 110 120 72 47 05 42 42 40 107 04 42 00 67 08 92 86 4e 9s ea 82 87 to 49 es 34 82 sa 71 74 12 47 45 ea 24 20 70 70 67 40 01 71 41 27 01 41 23 a 67 24 66 41 27 01 26 22 82 26 00 51 24 21 20 94 40 94 82 150 78 81 417 67 44 100 59 10 58 62 84 78 47 91 79 38 64 89 29 p 24 42 80 29 10 44 86 87 '24 72 47 107 02 40 54 95 80 48 21 71 43 Ste 64 20 82 64 122 08 40 102 00 26 97 H 84 7e 45 50 65 41 01 24. 68 20 24 84 91 20 40 04 22 01 29 19 44 27 40 IT 26 80 62 119 00 44 22 *7 07 69 so as 74 44 20 89 40 29 08 24 64 91 22 49 28 on i8 18 37 09 46 90 07 28 70 49 12 68 41 28 67 0a 20 E0 M 29 31 40 20 19 2e 26 18 21 28 14111 1224* 14411 60 42 60 64 80 88 40 30 67 28 87 40 01 48 39 27 02 87 02 49 01 42 0 29 88 es BB 40 a A A 11 tl 47 12 24 94 60 21 01 27 20 41 no 2r 32 20 21 19 10 67 20 as 26 24 19 17 n 30 24 22 27 18 80 zi 16 26 20 21 10 21 49 10 48 of 20 10 20 17 17, 22 22 18 22 19 17 12 17 19 • 17 18 18 24 24 24 20 20 20 17 17 17 18 18 10 42 84 42 64 0 84 0 24 26 26 21 1849.175 41062849 And or BATA% 2406001664540166 Loans I 5290 Foam MOS 008012 NOM* 07183520518 11111E11111 EOM A 1 B4* A O A 4* 0 moon ©a�rynnonnonnn nnonnc3nnwvu© ©mono 0 13 0 00 00 Q Q 000 00000 Q Q 0 0 00 0 Q 1580 000 0 0 0 0 00 0 00 000 0 00000 000 000000 0000 0 000000000 00 0 00 00 00 000 000 1700 0 a91300 0 0 042 27000130 0 00 L70 QE7QQ 00000 00000 00 000'' 011'7000 ©00©© 424 NI In Woo 170 138 OM 13_00 1M00 We QOM WM 000 0 Q WM0000000Q 00000 000000 0000 0 0000 00000000 0 0000000 88. MO Q 0 00000 ®7 000000000 000000013© 103 4917 123 170 170 170 170 170 170 175 115 170 118 172 170 170 170 115 408 170 170 118 103 145 170 170 127 170 170 123 170 170 198 13 60 170 170 138 17 80 170 170 108 I0 170 128 121 80 170 00 78 170 170 110 182 107 7A 180 000 0 ©000 QQQ 0 00 00000000 QQ 00 0 0013 0 0 © ©000 108 70 ISO 70 146 70 108 104 97 80 157 81 87 126 101 104 87 00 99 157 122 83 119 08 188 08 Q 80 107 100 'B1 65 127 80 42 40 80 e0 50 109 48 103 32 100 ewe N4* 103% 40 83 40 87 40 Ba V/ 67 50 V 90 27 24 27 37 4* 40 56 49 00 30 84 20 35 58 40 28 20 00 27 22 27 1441n 27 27 27 22 a2 22 1e 1* 10 17 17 17 1e 10 29 22 80 04 46 02 28 20 27 SO V 62 40 38 if 20 05 10 22 49 1) LN ' POLATION BSI SEES AND/OR DESIGN PRESSURES IS ALLOWABLE. 24 SCREW PATTERN APPLIES To BOTH THE STANDARD AND OFFSET CUP. II) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GWEN ON THIS SHEET. 4)TIE STANDARD AND OFFSETOLP MAYBE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 8} BEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND B4TALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE AU. FOUR BIDES ARE ANCHORED TO THE SUBSTRATE USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE BB). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR AU. HIND DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE SM. 1 40 10. 1 J L 1 1 1 j—,j X88414471 n• ::..pOr Btodole Ott, t mu bale 604040 t •1�' S.Y Y� T a41H111111, ..*'��/ 1,40, 0105 2"X44X.28°TUBE MOLLION AND CLIP 567990 1 R [AMMON SOUK° ALUM. XS9CRON -- 1.086"— 1.718" 1103101043 CLIP T VIEW 0 0 f 0 666147 EXTERIOR INTERSECTION 2 038348 EWA L CUP 70P0EW IN1Et880170N 11 AW ERECT= MON MULL r KIM OILY ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/SUE/JAL. TABLE 9A 564823 Alum. T060 7141108 R0d0a0aUr Lmd2n0 ' 0481g1 Prawn I81259 Op00lnp 819001 et NmUmnt n 2025 ' 00 In 7619 6619 8019 10019 42820 94325 18020 Anew003 9u 0 UN 8 A B 0 A 0 0 A B 0 A B 0 A 8 C A 6 0 A B C A B C A B 0 9otAmbm6 2 2 8 2 2 8 2 2 6 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 6 Is 1 i 4219 rite 97 its 100 ✓N 109 10 80 90 80 61 80 70 34 76 71 49 71 80 40 80 51 80 61 45 30 48 4019 120 85 140 188 71 117 BB 81 106 61 88 99 72 47 80 80 42 82 54 80 80 46 90 93 40 97 81 8002619 133 81 128 102 87 120 066 68 411 77 60 103 80 48 94 61 40 88 61 M 72 44 80 61 38 80 M Min 116 78 181 98 80 199 92 84 116 71 47 107 84 42 80 87 38 81 48 34 77 41 27 10 98 24 57 6019 106 68 180 86 67 119 74 43 180 95 42 113 57 38 � 32 M 92 49 23 88 37 24 73 32 21 64 8019 99 80 130 62 24 130 70 48 128 80 48 118 80 38 100 40 32 103 41 27 89 36 28 77 91 NI 47 8020 94 82 158 76 81 191 57 44 180 60 80 116 12 54 112 47 31 106 53 96 80 84 32 75 35 19 66 7981 80 67 143 72 41 180 69 40 129 54 M 121 40 81 107 49 M 80 60 24 80 61 80 33 27 18 94 7610 82 14 192 88 80 198 60 36 121 61 M 114 48 80 102 41 87 81 M 92 78 90 19 80 80 17 67 7828 IC 52 146 88 44 137 97 37 177 60 32 111 44 20 M 40 28 NI 33 21 74 28 10 04 a 10 68 0091 199 46 140 57 8B 120 40 92 110 43 80 M 80 96 83 34 71 78 79 19 80 26 15 51 22 80 44 9601 6 5 42 4 13 8 4 3 3 1 0 3 4 6 5 0 51 4 0 95 79 24 54 9 4 25 51 38 57 15 20 30 1 5 40 3 3 86 80 10801 57 38 M 46 31 77 41 27 80 38 24 69 80 21 40 80 10 43 24 0 30 31 20 80 16 911 26 1111n 80 97 80 47 31 71 40 80 80 36 28 62 31 90 46 80 40 40 26 16 33 33 32 ffi 17 M 24 12019 42 M M 43 28 53 87 M 48 32 21 41 0 10 80 28 17 80 22 80 18 21 11 18 10 10 14415 40 M 40 80 54 63 80 20 28 24 18 24 21 16 21 10 - 19 16 16 . 10 26 23 17 59 50 TABLE 9B 2546.86 Mum 7440 X00 TMn6al881000261010444150 1 pesos sums o0f49 0008 94425 I0rtbrkanlary 8019 8020 7019 6001 001n 12119 18019 140 01 180 41 801040811,44 6oT60295 B C A B 0 A B 0 A 0 0 A 0 0 A 6 0 A B 0 A 6 0 A B 0 ONION= 2 8 6 2 2 4 2 2 0 2 2 8 2 2 8 2 2 4 2 2 0 2 2 8 2 2 4 I8820 It w 7176 1 i ■ 4219 170 138 170 170 196 170 470 110 170 170 110 110 170 118 170 170 •110 110 110 118 173 140 118 148 178 115 170 4834 170 116 170 187 103 170 146 80 170 188 31 170 185 09 170 135 80 170 180 80 170 133 82 170 180 89 170 3102831 482 107 171 143 120 170 134 88 170 127 88 170 129 81 170 121 80 170 121 80 170 121 09 110 121 83 170 2801 180 98 170 183 W 170 122 80 170 114 78 170 110 72 470 107 70 170 108 70 170 109 70 110 188 70 170 131 45 180 114 78 170 100 43 170 07 M 170 0 80 170 M 60 170 86 37 173 80 57 170 88 67 178 1901 178 01 175 SE 71 170 97 94 170 80 M 170 80 56 1i0 82 M 170 76 51 170 70 81 170 78 81 170 8010 113 78 170 101 87 170 91 80 170 M 68 170 79 80 170 76 50 180 72 47 181 71 47 170 74 47 169 7325 104 50 170 91 80 170 81 p 170 70 40 47 70 80 106 86 43 148 , 80 40 486 80 80 134 03 80 1$4 NM 80 44 170 65 M 170 78 00 176 N 48 133 44 40 144 M 40 136 88 37 1$ M 85 121 84 M 120 7801 96 0 170 NN M 170 78 48 104 87 44 180 82 41 134 IN 33 151 44 36 101 18 54 115 81 M 114 0091 80 66 10 09 46 484 M 40 186 NI 98 121 31 M 110 48 31 102 43 80 96 40 10 83 80 80 70 4018 74 41 185 94 42 176 60 M 111 M 34 00 47 31 00 M 80 82 3@ 28 70 38 20 86 80 80 62 10801 80 40 106 80 07 W 40 82 77 44 29 M 40 29 82 37 25 87 80 20 40 80 911 44 30 16 41 11161 08 41 97 64 80 09 47 31 71 43 29 48 32 26 57 M M 62 32 21 45 M 19 40 97 13 37 13331 20 N 77 49 32 M 43 28 56 80 80 40 80 23 44 0 21 41 29 10 86 25 17 31 24 13 28 14431 44 31 44 37 20 37 32 23 32 28 21 28 28 10 26 23 17 59 50 18 20 47 - 17 18 98 LINEAR I TERPOLATION BETWEEN SIZES AND/OR DESK,IN PRESSURES E ALLOWABLE. 2) ALL MULION CLIPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED HOWE IFNEEDED. HOLES MAY BEDRILLED 4 THE FIELD FOLLOWING DIMENSIONS GIVEN ON THE SHEET. 3) THE STANDARD CLIP MAY BE COUNTERSUNK. THE INTERSECTION U•CUP MAY NOT BE CCUNfERB(R 4) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, METHS TRIANGULAI~EZOIDAL LOADING TABLES (TABLE 98). FOR FENESTRATE PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 61). l7 1 1' 7 110 II 01{LY4N! ..• nc130129 • '!9 ; NO.68706 �T16r -+�d' , .� rs`s�ONA�,4, +`` A,LYITiletwLt P.E. FL P.E.0 88705 2 "X8 "X.25"TUBE MULLION AND CLIP ALL09. STA0MO20JP TOPS 0 0 0 0 ae .244' 5 49871 .0 EXTERIOR areamaceriza UuDtA184L48 801340 Plat 1NW ear ALLOWABLE SCREW PATTERNS INTO CONCRETEIOMU INTO WOCDf9TEEUAt. 111 TABLE 10A 2586.98 Aline. 7410 001104 1141440141 1 Owen Pears ro 0049! 000114 614010 sr 03 1 600 010 701" 801" Pots 18081 1100 1400 10014 NEW and 884* e.apeliA 111111111111111111111M S A 0 4 0 80 A O A 0 0 / 1 1 1 0 6 6 0 4 9 0 4 8 0 40P0064 4 4 0 4 4 8 4 4 8 4 4 8 4 4 9 4 4 0 4 4 5 4 4 5 4 4 0 8 i 'IJ� 1 40 180 110 14 108 108 108 88 88 00 80 80 80 78 74 15 71 71 71 80 00 60 81 6/ 81 4 40 4 410 123 09 123 1t7 147 117 180 106 We 00 19 08 00 80 00 02 88 CO 80 80 60 80 68 66 81 01 61 6098010 188 148 108 iPo 180 100 111 111 111 103 181 165 64 BD 04 90 01 88 70 87 75 51 08 81 64 80 54 0481 151 181 181 128 128 123 118 100 118 107 80 107 80 84 80 4 70 81 77 69 77 80 54 55 01 47 67 8010 130 188 129 118 128 120 87 IV 113 08 14 118 75 100 00 48 0 86 57 86 73 476 6{ 4 64 680 160 190 100 180 160 180 188 0t 188 118 81 118 108 71 100 08 05 103 80 51 88 70 4 77 80 4 07 8010 990 124 186 101 980 181 128 00 121 118 77 170 145 80 118 64 80 160 78 81 80 87 44 00 80 80 70 720 14 118 140 188 01 185 123 81 190 106 71 123 08 68 117 80 87 111 71 47 80 82 40 87 64 80 77 7880 149 131 149 188 58 188 117 77 131 100 67 123 M 40 123 31 64 114 66 4 102 66 23 07 01 04 76 700 14 180 449 123 67 787 114 75 123 186 80 126 88 80 121 80 80 1'N 80 44 55 87 W 88 60 80 74 BON 188 a 148 118 78 142 w 80 157 05 67 198 77 80 114 69 48 108 87 80 68 49 81 74 4 80 64 0881 423 80 148 180 71 148 97 81 198 81 09 191 71 47 167 80 4 00 84 80 4 4 38 M 4 87 40 18061 118 78 180 10 89 14 86 54 48 72 4 007 M 4 06 In 23 58 4 81 71 41 71 51 98 04 44 11101 110 78 161 86 61 185 Po Q 180 70 4 164 62 41 W Si 97 80 47 51 70 46 28 50 85 08 31 02010 100 80 14 CO 57 110 74 44 110 50 4 80 W 88 88 42 64 71 4 28 84 87 24 55 88 01 4 1444 85 01 118 72 47 80 31 4 80 84 80 31 4 31 81 4 98 54 80 04 44 81 90 87 97 10 31 TABLE 10E) az 0o,09 /2om We 1114551545'5154501411.455155 48004 P14wr4008094! 0 44042461 er 44003100 111111111111111111111M 6471Rt4 1111111111 A 80 0 0m .. ^[10[ [l mZIIOIIIRIRIICII [B[11t7IEICIOR1RlOIEIIEIpICIICIIEN 410 :Fr7IE NEM DDDDDE oLmmoi imMu u77 NEMI 0000DDDODDDDD Ci�ir IGILMEILLIMIZIELI C: 7lomoENZIEImE10013orytm- 'i7 uL ii"i.' iIm�0�EM�E!,�I DODDDENCI 13111 410 musts 640 00 ®000DDDD EICID 0� i��rm!. 0i`4iiL OEI 80'10 i�0LG70 :OD" Om00Diii'AD®DD0000" 0f8rrirrY+�,��m®m DDE�7i'r.7000 53 10 pDIEM 144 DDODDDL"7u' ® DDDDDDDDD�{�4DDD 0601 OL1300 808 170 00 770 m 111 0 00 0 00 '775 DCi0DQt1JY000 rib EICIEIGICIELIDOCIOCIEICICIEIDEICIDDIEIDEIEHMOIEI QQ000i4iiiiDmO 131 00 00 0 000 112 ®D" D ©0000 T50 00 A u 70148110 10 78 18 in 01 5s8182p8n06aa80 am DDDDL3m0Q1D D 0DDDC UU[ Dit7CIi7GMI0 6010 180 M 170 111 78 469 0I3 01 148 80 131 00 80 120 45 110 80 44 09 51 4 01 0 88 11161 128 80 190 180 71 181 80 142 80 127 74 61 115 47 180 00 4 86 80 80 W 56 1210 DnmvoD113ciDOmO ©oDCIOCIDEM voDCIoo 14410 414 M 131 86 31 180 74 4 CO 40 41 671 47 57 71 4 44 N 4 31 48 41 31 4 97 28 44 TABLE NOTES; Q USED IN EXAMPLES 1) LINEAR INTERPOLATION BETWEEN 51288 AN01OR DESIGN PROEMS IS AUAWABLE. ON SHEET 18 2) ALL MULLION CLIPS MAY SE FACTORY MACHINED AND CONTAIN UNUSED moms. W NEEDED HOLES MAYBE DRILLED El THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD CUP MAY PG COUNTERSUNK. THE INTERSECTION U MAY NOT REOCUNTERSUNK 4 SEE SHEETS 2.4 FOR GENERAL ANCHOR DESORPTION) INSTALLATION METMODE 8) FOR FENESTRATION PRODUCTS WHERE ALL FOLEE SIDES ARE ANA TO THE SUBSTRATE, USE TIN TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 108). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES. (TABLE IOA) a 1.,c 81 �L1."f111. /rP °" ...c tCEN.4� ,rte * Fk1.88m ';1k 1R 1.2¢" X 2.11' X .125* TUBE MULUON AND CUP CLPANII.E 8082d8ALU1* 2411071014 —M •.1237 .129' ALLOWABLE SCREW PATTERNS INTO CONCRETEIOMU INTO WJOD/STEEUAL. TABLE 11A 1.2F x 2.11• x .126•AWm 704 11181 Radar5r4ar14442vg 13e491 Preeeum 5 Opel {Verbal erHo1xonmq MMMEM=MIMMINIMMIMI 90In '®' INEIONOONIOOMONOOMINOON 0 DD ®DDODaMmOnODCD UnUO D 80 D00000DDDDDUD00DUD D a 000000UDDUDU 0 2 00 29 3 D c©UDUDOD2DDD00083oo©® ®m 00000000000 22 22 22 MUU 000000 m DD 7a D 22 DODDDU 0 re 0000 22 22 n DDD©UUDUD D oe u M m n OMOMMm OOMUUMOMM D 20 20 1000 4211 481n 60.8281n 5110 5110 • 510 721n 701n 781n 10 42 TABLE 118 us., L1r x Trlag188rR►opaol4U Loading I .1S■• Ahan 711142 14x8 ongo Pasmee (94n1'1 *178101120 81gy, A OW Tab 9 421n B 0 A 2012 ■ 0psalm Of410e I or tftrlanion9 7010 Ai in 50 In 0 A B O A ■ 0 A ■ 0 9 8 0 A Ohl ■ 1 9otAmhma 2 42 m 187 46In 108 138 109 4 187 108 2 146 98 128 1B 4 2 149 2 4 2 2 4 2 2 4 2 2 139 119 139 135 115 135 134 118 134 124 118 96 80.828 In 91 91 79 79 79 6410 74 74 74 .4 04 8012 53 M 53 46, 48 45 83 b 46 46 45 39 39 99 86 21 72 In 7611 781n 09 30 28 23 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES I8 ALLOWABLE. 2) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 9).THE CU' ANGLE MAY BE COUNTERSUNK, 4)8E8 SHEETS 244 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS, 5) FOR FENESTRATION PRODUCTS WHERE ALL FOLIC BIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRUWOULARTiRAPEZOIDAL LOADING TABLES (TABLE 11B), FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE BRED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABU, (TABLE 11A). as 90 as 29 99 30 25 83 94 26 22 20 94 28 28 20 84 28 22 20 88 72 88 41 98 30 42 72 N 41 35 30 68 72 es 41 86 90 81 87 53 81 67 37 92 27 53 67 92 27 81 87 20 37 42 27 79 88 01 98 29 28 79 ad 01 1B 29 26 79 65 61 98 29 28 79 64 49 98 28 24 79 64 49 42 2d 24 4 134 79 2 2 134 118 79 79 4 184 79 64 84 84 49 49 49 82 28 28 23 19 17 29 19 17 23 19 17 29 20 20 19 19 17 10 17 16 19 16 18 24 22 22 22 18 18 16 16 17 16 15 16 18 15 15 18 4 =.4,1 c4901141 03 Ho 1a' ,`,1�00141111/41, Q� ,'/ `*' ',BM$'Zp• *��i NO. a87O8 ' _ ..... A. LYIr{ t 1 h P.E. FL P.E.055705 3013.26" TUBE BAY MULLION AND CUP *2.IP AMU MOM AURA TOP MEM .128' OLD MNoto 6063-1041.123. X4l0TION -'I I+ -.12$" ALLOWABLE SCREW PATTERNS INTO WOOD/STEEL/AL. TAM NOTES' 1) UNBAR 114BlitPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2)AL. MULLION LIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SFEET. 3) THE CUP ANGLE MAYBE COUNTERSUNK. 4) 8E5 SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAWTRAPEZOID LL. LOADING TABLES (TABLE 128). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 12A). TABLE 12A 929' 30 01*. AL DAY DULL 4213 481n 06220 In 8413 0001 xim 60In 721n 7810 76Un 9013 Rpian9War Lotman0 PROMIO i Opening (Mew* or Harlm0e1) 000v0000�oo ® ©0000a ©0000 M0000=00000000100131300000 D ee D0M0 92 OOMOOM000�y 42 DOEIMMOD Q mDD 720 QQ®M 80 DOQD0 '° O0 DQCIO MDDQ 97 126 M DMOQmD0D000 M DDOD DODDUDLD 1� DUE 00 U 0D00 5 " ©0 000000001220°00000°0000000 O e7 m0®DQQi4i�7000 a2 D0m0 ©000000 Q 127 DQ 1m 82 DDDD© '' ©D ' DDODm V DD 000/300000000N0000000000 000120a100000° 60°0040U DQD U M W OEJDD 3" D OD©D U ir01 ay88 OODMOQD 00 m 62 000 50 0020 D iL _ N 00000000022 QD ,6 DEE]IO 01230010000MOMMOMMOMMUMMMO 000000000000000 123 87 00 80 02 97 21 18 170 In 144 In TABLE 12B 38 ALeAY001g.L TrIsasulsetTrapesoldslLosd1ng 1 Mew 02eroe0 Masi o014511 010) A602orari 071211912317341. A e 8at01p AnSus 601 2 2 601n 7001 6001 Fro In 181 In 1101n 10013 0 A e 0 a D A 0 0 A ■ 0 A 0 0 A e 0 A 11 0 8 2 0 2 6 2 2 6 2 2 8 2 2 8 2 2 0 4213 170 185 170 170 170 178 119 170 170 110 170 170 110 170 170 110 170 170 116 170 4013 170 110 167 '109 173 146 58 170 139 91 110 106 09 170 191 82 170 136 69 170 20.02001 163 107 170 140 90 170 104 86 170 127 09 170 173 61 170 121 60 170 121 80 2 470 100 121 2 0 116 170 86 170 80 170 M14 150 98 110 493 87 178 172 80 170 114 76 170 110 72 170 107 70 170 100 70 170 106 70 170 0001 101 60 470 115 76 170 104 89 170 97 84 170 62 60 160 02 68 1M 87 67 140 68 O7 148 p!3 12$ 01 170 100 71 170 97 04 706 90 00 183 83 01 142 82 54 134 03 02 129 75 51 126 8001 116 70 170 101 87 180 91 60 147 04 e6 189 79 02 126 78 OM 73 40 112 71 47 106 7201 104 00 140 91 00 418 81 08 111 70 49 100 70 46 82 88 40 86 03 49 82 00 eo 1661 00 64 178 06 110 106 70 10 93 38 48 64 42 77 01 40 72 88 8* 88 64 96 62 706* 62 110 82 84 M 78 40 ! R 44 7? 67 41 71 09 N 06 e3- DA 62 81 34 00 0001 83 74 03 48 03 e6 40 68 M 29 44 M 44 41 61 41 as 30 36 M 26 02 9613 101119 11101 12091 61 44 09 81 40 43 39 51 81 48 se 61 52 38 33 ea 42 m 32 80 52 76 33 sa 14401 10 18 1e 15 15 1e 46 31 2$ 22 87 46 01 01 29 29 22 22 40 28 26 20 34 2$ 2$ 20 40 20 23 50 m 0 90 20 23 23 10 18 80 25 2$ 10 as 23 21 so 39 26 71 1e 33 23 29 10 31 21 19 18 27 81 10 15 31 21 19 18 08 16 18 23 90 10 10 •10 50 L 1 4. 5046 00 * to.soos • la A LYI A1ILLER, P.E. FL P.E.#5$705 45 °/3.25" TUBE BAY MCJLLION AND CLIP TABLE 13A .176° 3A66° .tai° I EXTERIOR MULLION 6003- TOALU61. X$LY7TION ALLOWABLE SCREW PATTERNS INTO WOOD/STEEIJAL. OUP ANOLE 60193-75 ALUM. X4120TION SAW 00X- TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULUON CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD POLLOWIVG DINSJNSIONS GIVEN ON THIS SHEET. 3) THEE ANGLE MAY BE COUNTERSUNK 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. (1) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE AL LOADING TABLES (TABLE 133). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, STABLE 12A). Ear 43 WA. AL BAY MULL Reeh+gtuhr Lemma 608* Delon Priam 63*8 owl (YerOOe' ortmrtmnuq Lam' I M 1008 91081 littOMMOOMBICIODIMICIMMIK1 ©o©oo mOO108OmMOMMOMOD000Moo00000 000 103 00 0 108 000 ©R7 m 66 0 (1000 1713 131231026? 170 (1 83 ® ©a 107 00013 44 (1013©01313 6�©®OC7(1 11x0001 107 17 42 (101'0(1' 13013 iC 000i 67 128 810 1aa 1 i'700©0013 7 m 00�!.�(7 ©(1 (113®1�i1711rt0Q 123 82 40 ®Q (10OQDC]OD(1 m 0 1362 0 (10000100 7 0 170©17010 7e (1((0 0±�00000 m 42 (11 a a1 1] ©01:7 (1 (1 (1(1m 17(10 !��1i717 170 0U1313131�13OMM m 01 �' (11711 60 +LIEIEI ;' ____ 1'� MMOOM QD 05 00013(1 4D D (10 (100 (10 (1(11700 = (1013(123 (81 (1D0 (1A m ( 17 013 80 (1 m 42 00 4a (1 (1(1 32 00 (1 (1(1 2 f1' m (10 ®05 8D 81013171 0170m (1((1 17 (1400�+�(1081 (12B170171724Di7 (1m ©11710 (10(10( 0 77 0 11]811 ©D10i im 428* 4381 6462310 64 in 123 61 6310 0581 7281 76 m 0081 10681 12081 TABLE 13B x3 40 32 3.26° 461781. ALBAYBULL THSngula Y apazo t1 Lcatling Deign Prows (thigie) Cunha We160a4OrHadeontaU MIIIMMIIMIMMIMMMININMIIIIMIMIMIUMULUMMIVIMM Ct211111311111111111111111111111111311111111111CICI aa�� 176 170 Q 170 170 13 110 970 13 170 170 116 170 170 116 170 178 13 170 170 13 mfiiirT 170 187 103 970 170 m17�m13mm13 17013��13� 0107=140 174.Qm01.3!�m00001'3 170 13 170 ®` 0 170 122 00 170 m11rf 110 110 13 170 107 70 170 103 70 LIME= 0 970 013 110 904 Dm (10 170 Ba 07 170 60 131 87 W 180 (1 (1m 170 105 13 174 1313 ®0 m m131�i 105 Q00 m 0 � 1�13m 1313m�1±01�(1 17013 80 164 13 (113(. 82 1 7 (1(113(11313 �13m 13113(131�8!3� 927 0 01�.Qm .0�r3�0 000irM O W 174 100 122130 107 63 (117(1131747(3(1 66 m ©17s�0© 00 181 (713130 411 131341(1C101017130131ii ©1ii 0 0000 (100 0013 m (10(1 a7 11300 (10 (10 00 m 0 (1(7001700 0171 0017171 000 03(13 1 (1017170 02 0 ©2 (1� 0 (111170100 C3(1 (10131:1 (1 ®m E1 28 2 m (1 (10©0(313( (1 (110 00 81 0 81 (10 (10 x1 (1(17 (110101 13(1 Aar/00m m 4210 4681 60,026I Mm 6081 6381 05 81 7210 7081 7681 8181 6610 14610 111 in 12081 14410 170 160 131 124 104 70 38 23 174 121 60 20 110 170 m ^Muero9119coh.Td ; i 31k tio. 0106 _ r WMPLt 1: SINGLE VERTICAL MUWON .4QO A ANCHORS IN HEAD -i SEE FENESTRATION PRODUCTS NOA SEE MEM r --• L NCANCHORB NM. WIDTH 3?--- WJI. WIDTH — - — THE BULGING SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH 18 2 -1N4 ", THE OPENING REQUIRES A DESIGN PRESSURE OF +8Q.0/ -650 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT 18 THE MOST SUITABLE FOR YOUR APPLICATION FROM TALE B, SHEET 3. FOR THIS EXAMPLE, ATE TYPE °C" WILL BE USED FOR BOTH ENDS OF THE VERTICAL MULLION. 2) THE MULLION LENGTH 1860"AND THE OPENING 18 32 ° +32 a04°, BECAUSE THE SILL OF THE WINDOWS ARE NOT ANCHORED, THE TABLES USING RECTANGULAR LOADING MUST BE USED. SCAN THE MUWON TABLES FORA MULLION THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2414° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01.880 PSF WHEN USING THE "C° COLUMN AS DETERMINED IN THE PREVIOUS STEP. 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 . 376° MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1412.0 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1° X 2.76° X .680" MULLION (LENGTH m 60°, OPENING m 641 HAS A DESIGN PRESSURE OF +1..88.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CUP. BECAUSE THE MULLION ADDS 1° TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED BUCK WIDTH 18 32" +1"+32"$°. VERIFY THAT THE DESIGN PRESSURE 18 STIR APPLICABLE Fri THE ADJUSTED WIDTH. 3) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL. ASSEMBLY. FINAL SIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED 114 ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ALE 2: MITI .E MUI.L.DNB MULLWlDTH fl HULL MESH fAULLIfNOOi OPENING FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH 182.3/8°. THE OPENING REQUIRES A DESIGN PRESSLRiE OF 4410.0/45.0 PSF. 4) SELECT WHICH METHOD OP ATTACHMENT I8 THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOR/SUBSTRATE TYPE "A" WILL BE USED FOR THE END OF THE HORIZONTAL MULLION ATTACHING IN CMU AND TYPE °C; (INTERSECTION U .CLIP) WILL BE USED FOR TREND ATTACHING THE HORIZONTAL MULLION TO THE ALUMINUM VERTICAL MUWON. FOR BOTH ENDS OF THE VERTU. MULLION ATTACHING TO CONCRETE, TYPE "A" WILL BE USED. 2) CHOOSE THE LONGER MULLION FIRST. FOR TINE VERTICAL MULL, THE MUWON LENGTH IS 32 °472°004° AND THE OPENING 18 38"+36 42". BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FORA MUWON THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 23/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0/88.0 PSP WHEN USING THE "A COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 2° X 6° TUBE MUWON ON SHEET 14, TABLE 109, MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OP +1.88.0 PSF. NOTE THE NUMBER OF ANCHOR REQUIRED IN THE CUP. BECAUSE THE MULLION ADDS 2° TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH 1838° +2° +36°+°74 ". VERIFY THAT THE DESIGN PRESSURE E STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) FOR THE HORIZONTAL MULLION, THE MULL LENGTH IS 36" AND THE OPENING 1S 324+72"m104 °. BECAUSE THE FRAME OF THE WINDOWS AREA NCHOREDCHALL4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAYBE USED. SCAN THE MUWON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2,318° AND WILL MEET OR EXCEED THE REQUIRED E:D DES10N PRESSURE OF+60.0/ -5 .0 PSF WHEN USING THE °A° COLUMN AS DETERMINED IN STEP 1. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER FOE AVAILABLE, THE 1 "X 2.76 °X. 376" TUBE MULLION ON TABLE 39, SHEET 7 MEETS OUR REQUIRE NTS WITH A DESIGN PRESSURE OF +/-170.0 REF. NOTE THE NUMBER OF ANCHOR8 REQUIRED E'D LITHE CLI+. BECAUSE THIEMUWON ADDS 1" TO THE HEIGHT OP THE WALED UNIT, THE ADJUSTED BUCK HEIGHT 32 "+1°412%.105°. VERIFY THAT THE DESIGN PRESSURE 18 8TIL1. APPLICABLE FOR THE ADJUSTED,HEIOHT, NOTE THAT THIS 18 A DIFFERENT MULLION THAN THE VERTICAL MULLION. OPTIONALLY, THE SAME MULL COULD SE USED AS LONG AS THE FINAL DESIGN PRESSURE REQUIREMENTS ARE MET. 4) FOR THE INTERSECTION CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION CUP DETAIL FOR THE WUJLUON 114 SHEET 7. ANCHORS SHOULD RE 812 SHEET METAL SCREWS (ANCHOR TYPE 0) SIN= THE SUBSTRATE IS ALUMINUM, SEE TABLE B, SHEET 3, 6) FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS +1.68.0 P8P FROM THE VERTICAL MUWON; +1.170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +1.170.0 PIN' FROM THE 36° HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE El 4448.0 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 6) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED IMTH 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 FEMBSTRATICH PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODJCTB TO MULLON. low fT1 `INN AN[i_ ot co A. LYNNR, P.E. FL P.E.#68706 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Mtami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mia, ui dade.aov /nerar PGT Industries 1070 Technology Drive, Nokomis, 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 bas been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w / wo Reinferc eznents APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMP', sheets I 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., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design 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 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or inhere has been a revision or change in the materials, use, and/or manufacture ofthe 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 ofthe Building Offiicial. This NOA revises NOA # 09- 0826.10 and consists of this page 1 and evidence pages. E -I, as well as approval document mentioned above. The submitted documentation was reviewed by Isb aq L Chanda, P.E. Ir'.E'E?''DI NOA No 11- 1018.14 Expiration Date February 17, 2015 Approval Date: December 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SOD -LMF", sheets 1 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, F 1'L 6014, FTL- 6015, FTL -6017, FM-6023, FTL -6024, FTL- 6025, FTL -6028, FM -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 Jr L 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter darted OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -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 POT, 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. Amoroso, P.E. (transferred from file if 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 anoroved by BC \Sky \ •a.�.��, 'shag L Chanda, P,E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E -1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS T aTEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - a .090 DUPONT SENTRY GLAS PLUS DBPYB m .090 DUPONT BUfACITE PVS 03.7/18' LAMINATED: (2) UTES OF 3/16" MI WITH AN .090 Ma INTERLAYER. 04.7118" LAMINATED: (2) LITES OF 3/18" I$ GLASS WITH AN .090 § INTERLAYER. 03A - 8/18' LAMINATED: (2) UTES OF 1/4' .t$ GLASS WITH AN .090 Ma 1NTERLAYER. 04A- 8/18" LAMINATED: (2) UTES OF 1/4' M GLASS WITH AN .099 M INTERLAYER. 05 -1" . 8/18"7 EXT. CAP +3/8' AIR SPACE + 7118' LAMINATED: (2) UTES OF 3/16' HS GLASS WITH AN .090 DBPVB INTERLAYER 08- " 1 3 /18 "TEXT. CAP +�' AIR S PACE + 7118' LAMINATED: (2) LITES OF 8118" HS GLASS WITH AN .090 INTERLAYER. GSA -1_ TED 1.0.1/4" r EXT. CAP +6NB'AIR SPACE +7/ Mr LAMINATED: (2) LCfESOF W18' Ii GLASS WITH AN .090 anit INTERLAYER. CB;A -1" LAMINATED LG. 114 "TEXT. CAP +6/16' AIR SPACE + 7116' LAMINATED: (2) UTES OF 3118' F, GLASS WITH AN .090 SGP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ABTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE A140 GLASS TABLES ASTM E 1300. 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. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 18. 4. SHUTTERS ARE NOT REQUIRED. 8. INSTALLATION 13CREWS, FRAME AND PANEL CORNERS TO 88 SEALED WITH NARROW JOINT SEALANT. O. REFERENCES: TEST REPORTS FTL4980, FTL4823, FTL -8001, FTL4 014, FTL.6018, FTL4017, FTL -8022, FTL -803. FTL -8024, PTL.8026, FTL -80* F7L4031, FT1.4033 AND FTL-8038, DATED 821 . ELCO TEXTRON WA: 074428.01, 0343 .05, ANSI/AF&PANDS -2008 FOR WOOD CONSTRUCTION AND ADM -2008 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN RESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OP THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPUANCE WITH EGRESS REQUIREME4TS PER FLORIDA BUILDING CODE, AS APPLICABLE. 8. CONFIGU /1..110 SI SEE DP TABLES (SHEETS 74) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2.4). A. DLO. WIDTH a PANEL WIDTH- 7" B. D.L.O. HEIGHT a PANEL HEIGHT -8.26' DESIGN PRESSURE CHART SEE TABLES 1,2 &3ON SHEETS 7, 8 & 9 NOA DRAWING MAP SHEET QUALIFIED CONFIG... »».»24 GLAZJNO OETAILS........... 54 ANCHORAGE.......... »» ».....748 DESIGN PRESSURES...-. 743 1548 CONFIGURATIONS...—. VERT. SECTIONS....-10 HORIZ. SECTIONS.,.......... 19-20 PARTS EXTRUSIONS...».. » »»...».. 2243 c 1. 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114" OR 6118' ULTRACON (FORMERLYTAPCON )CONCRETE SCREWS OR 114" ELCO 884 CRETE -PLEX SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (08). 114' ELCO S$4 CRETE-FLEX MAY 88 USED INSTEAD OF * 2 8CREWS (PAN MAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1112" THICIG 1x WOOD BUCKS ARE OPTIONAL IF UNIT 18 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 10 THK.K OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION 121 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BEAMINIMUM STRENGTH OF 80133-T8 AND MINIMUM OF 1Ni' THICK. THEALUMINUM STRUCTURAL MEMBER SHALL 1E OF SIZE TO PROVIDE FLLL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHOR SHALL BE 312 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, $HIS. 743, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 8. IP SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL LS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 P81 MIN.. (DONE BY OTHER) (MAX IM` S W SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT I8 NOT TIGHT TO THE SUBSTRATE, A40 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 re AUTHORITY HAVING JURISDICTION. OB>00/07 F801010 CODE CHAIM Q0lnnte80111411t RoqubanMNu PJbok (Mohr Tangos ) Riaok Douetne Matter (Mawr Show) Comas s Groobd .Cdkt 6 moors OtIU .MIIIIIIIIIIII BW Ultrawn 1115.ii," :nIL.aliU.2C,+1- t2a•Ed '111=11:270 1131EN MEN 22a. eom. Yln. @d ELM MEM EMI Cal for MEM 1 244 IBM 2 412 LIERKEZIIIIICIIIEKII 1 114 2 1(2 Nt -T[ ,.•. � Boo Cratoataata4 OB>00/07 F801010 CODE CHAIM Q0lnnte80111411t RoqubanMNu PJbok (Mohr Tangos ) Riaok Douetne Matter (Mawr Show) Comas s Groobd .Cdkt 6 moors OtIU ram 114 IBn. Fab. t2a•Ed alp. Bow, ale. Ed 1Nku Dab. Nb Ed 22a. eom. Yln. @d Boo Macao 44 1 314 2 10 - 1 214 12 112 1 tw 2 112 1 a4 I 1 114 Eloo OatP.Ptut 884 44 1 214 2 112 Na Reoommondod 1 3(4 2 112 Na ReoanmLWed OB>00/07 F801010 CODE CHAIM Q0lnnte80111411t RoqubanMNu ruoiw $Pinar lupulnmsau Dta. la. teasoallod WU AVM Coo Moo Macon 114 3600 pfd Otooted ill ASSN 040 atad mrtamt to flak= 210$2.2.12 and Mho F00. itar Moo ONOb Plax ON 114' 5350 pal 0822NOns 6mb. Eetbatrmert Ede Eta Minos tan.. Minimum Fu 11611. »a77JQ8/ 111111111111111 ,naii 271 CM- wa.um mum UNLESS,Q7Y'0.'RWISE NO7E0 drool atw•19ieai1 t_GM — l01.• /14 Aotiolsworm $yirolos erne 1 Wit t" PER110A4d AVIS COMMENTS 1070111CHNOLOVIIRN@ NOKOMA FLOOR Ma 8QX 1E29 NMI* Pi P274 C•iENERAL NOTES +.v MAP SERIES 770 AL: 1 SOD - LAN 8611770 164 7S fi• "23 I Pc370002 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7 -9 Alt kik VI CY, 4i1 SEE i DP Ey TABLE SHTS. 7-9 Td1 1 SEE DP TABLE SHTS. 7-9 4 :144,1 VgTVET SEE DP TABLE SHTS. 7-9 SEE D.P. TABLE, SHTS. 7 -9 xo, ox, xx, SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 41 MY AA MY Mr ea E=1 MY AIM MY NW MY SEE D.P. TABLE, SHTS. 7-9 /O. 1,1.1 1 , 1 oxo, oxx, xxo, xxx OXXp, XXXp oxxo, xxxo, OXXX, x000C, 4* 4c1'L i 4 =1 L1 4.1 L1 FhJVYTVET Vk +VkT [k►Vf7 p r YW, CORNER, TYP. POCKET, TYP. POCKET DOORS XXXXp CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL °S° OR "T° INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXX( OR )000(p. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. 410,71/11 GRANGE 1,08 SKEET QUALIFIED CONFIGURATIONS SERIES 770 ALUM SOD - LMI ammo I�I2 � a I�"'° P0717002 I kit kit :► tatiblillet MOW Isomptria Mid" No 1Pair IL AWL ,.`‘`� Y YtV h 411' *: N o. 68705 :* sTA �i~cZ�1• •:�ORIOA,��j� �''�Sl�AtAL 4 V, A, mitaitiAks. PAS BVT09 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 ()XXX°, )OO(XO, OXXXX, XXXXX, XXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 f SEE DP TABLE SHTS. 7-9 EVLS lerZCY SEE D.P. TABLE, SHTS. 7 -9 OXXXXO, XXXXXO, 0)00 00(, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS t =i 14.4• 4x. F,Y zt► MI lOWTECHNOWGITANE MISCUSS FL NW (O R327d QUALIFIED CONFIGURATIONS SERIES 770 ALUM. 800 - LMI 800770 Oster Ia °23 Ilkasityttx APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-8 m►1<, LoViA gig ►' 15Y 7 i< NI'', Er f SEE DP TABLE SHTS. 7 -9 oxxxxxo, xxxxxxo, oxxxxxx, xxxxxxx, XXXXXXXp SEE SO° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 ,; j •1'11\ vKr SEE D.P. TABLE, SHTS. 7-9 SEE DP TABLE SHTS. 7 -9 OXXXXXXO, XXXXXXXO, 0)0 00000(, XXXXXXXX, XXXXXXXXp Fl<r it<►I, VY I3► ♦ta�,t\ swim it -1 1 •i It'rt NO CHANGE TM:MEET Rinse its RAO 1 1! maim A PERFARA 12AOS COMM PERAWM11124122COIMENS Adam Bls Cos CbeW01,t Dor NOKCIN18, FL MTh P.Q. r 1629 QUALIFIED CONFIGURATIONS SERIES TratiLUM. SGD - LM1 1Hip770 I NTS [ a a a3 I PGTO 2 t11I1111t1, PS* 88705 7/16" LAMINATED GLASS TYPES G3 9/16" LAMINATED GLASS TYPES G3A 7/16" LAMINATED GLASS TYPES 04 9/16" LAMINATED GLASS TYPES G4A riellUCTW .,V,ras■ Awsoisser i-Ibl •lei igrairebe °loom iffighloosit IVO etYWGE no SHEET Zei bs PPRM$ DADE cam,ylefavra 1 two o NOXIJS014 FL 34276 m=xFISI GLAZING DETAILS SERIES 7TOALUMINUM SGD - LMI Rearm I NTSI 6 4 23 im'wvi&PrIT0002 I C MUM 3116° lit G ASS .090 DBPVB 3116° IS GLASS 316° AIR SPACE 316° T GLASS 1° NOM. 3116° NS GLASS RgEggil -- .o9oa 316° GLASS 3/6" AIR SPACE 3118 °TGLASS 1° NOM. S14° NOM. GLASS BITE 314° NOM. GLASS BITE TRUBEALDURASEAI.SPACER 1° LAMINATED I.G. TYPES GS one" km LASS SO EiMa 31W OA GASS W16° AIR SPACE 114 °TGLASS 1° NOM. 314° NOM. GLASS BITE TRUSEALDURASEALSPACER 1" LAMINATED I.G. TYPES GSA TRUSEAL DURABEAL SPACER 1" LAMINATED I.G. TYPES G8 3116°niGLASS BMfP41,01,A813 6n6°AIR SPACE 1J4° T GLASS 1° NOM. Sf4U NOM. GLASS SITE TRUSEALDURASEALSPACER 1" LAMINATED 1.3. TYPES GSA .. _, 'm- tapbulas TENNOLOGY DRAW NOM0,19,11$4$61 F.O. 9N PL84P74 GLAZING DETAILS SERIES %TO ALUMINUM SGD - LMI 69312770 11Hifi t LYNN A ' ij1 ":".31/4 No. et !° 8 II 11;pT ON.A�!L o's%s A.L MkP.E. PLEA 1 FL(EH 1 -1/2° LOW 2 -4i1" ME} 3-114° DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDAR!) ASTRAGAL H &S. TAPODN SHEET TABLE 1. rHEAD & SILL (4MS)INTE om > JAW, ANCHOR QTY. *RF1001CANCOORON. G3- 7/1( LAMI ATEDSASS- GSA -816 LA@MWTS )GLASS- 338 -7198° IAN611tTED IGLU. -( GSA - 7/18 °IAMNAT®LG.0 -( , comae &CORRASTRAGAL CLUSTER PLUS OMERMFORTEAM>OR COY. Rat PANEL Anchor Types: (3l16' H.8.1WS /3/1(°H,&) 1) *114"®.DOtA.TRACON MAMMY (1t4 "H.S. / WS/ 1U H.S.) 2) "114°SS4C TE-FLEX 3/18° TWA I Aft /3I18" KS. 1PVS /3/18°H.S.) 3) IMP U TRACON 114" TEVP . /AIR /3/18'H.8.IPJ8i3/WH.S.) 4) *#128180.Sa18 (G5) *SEANCHORAGENOTPS1 &2ON 1, UNIT HEIGHT 60 84 80 NOM. PANEL WIDTH FRAME SIDE i V s vs V of V' N 49' N V GLASS TYPE - 3, 3A, 5, SA +SO -80.0 +80 -60,0 460 -50.0 +80 40.0 24 H&S 04 +1 C4 +1 04+2 04 +1 04 +1 04+2 04 +1 04 +1 04 +2 04 +1 04 +1 04 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-NOOK 5 5 6 6 5 6 5 5 6 5 5 8 GLASS TYP@- 3,3A 8, 8A +6O -60.0 +50 -50.0 +60 -50.0 +60 .80.0 04 +2' 30 I HEM 04+1 4 +1 04+2 04+1 04 +1 04+2 04+1 04 +1 04 +2 04 +1 04 +1 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 8 8 6 5 5 6 6 6 5 5 5 GLASS TYPE- 3, 3P4 8. SA +80 -60.0 +80 .60.0 +50 -60.0 +60 400 36 HIM 04+1 04+1 04 +2 04+1 04 +1 04 +2 04 +1 04 +1 04 +2 04 +1 'G4+1 04 +2 JANS 10 10 10 10 10 10 10 10 10 10 10 10 P -H00+( 8 6 6 8 6 6 6 6 5 6 6 6 GLJ TYPE -a, 3A, s, 8A +SO 40.0 +60 -So a +80 40.0 +60 -605 42 H&S 04+1 04 +1 04 +2 04 +1 04 +1 04+2 04 +1 04 +1 04+2 04 +1 04 +1 04 +2 P-HOQK 8 8 5, 6 8 8 8 8 6 8 6 6 MAW TYPE -3, 3A, MIA +60 - 50.0 +60 -60.0 +60 -800 +60 408,......, 1-111.8 C4+1 C4 +1 04+2 04 +1 C4 +1, 04+2'04 +1 C4 +1 04 +2 04 +1 04+1( 10 C4+2; JANE 90 10 10 10 10 10 10 10 10 10 P-M00C 8 5 8 8 6 ' 6 6 6 6 7 7 7 POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 IM SILL. 2. WHEN USING THE 2 112° SILL, POSITIVE WATERDP 18 48.67 PSC MAX WHEN USING THE 4° SILL POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4°, 3114 °AND 21!2° 86.L HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1112° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 1S NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR 1S PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 5f0/1 V/1 A NO CHANGE THT9 STET 0 = EXAMPLE ON SHEET 10 SILL RISE tow ( +) DESIGN LOAD NA +45.67 PSF + (MA PSF +600 RV SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT 8.25° �°>1YStDE CORNER OH LENGTH MOM OH LENGTH OH 0H HEIGHT HEIGHT EQUAL TO 1 OR GREATER 1 SEE NOTE 3 mower 148iiik Of O m�e 1$!!1980 Ahr WOWS 8 RAW= A PULP Bs MAMA VA 36 0011111:AFR3 PERMANDADEOCIUMSVIV new 1070TECHAVILOGYMVO "goats, Means wralocire !!� R1 30.4 3z7 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI IvM�bd,E NTS l a 233 ,N PGT0002 f Q 1 0 &S1.I. ()0.8 6D'ER:ODL& STRAIGRVICORMERASPROAL CLUST32FLUE MERMEMTEANRIORCEY. PER PAM H && JAMEANCHOR QTY. a RHODRARM4CR0LY. 04.7M6 LAMMED MASS (8116° H6 /60P /9M6 H8.) •am1AMNATEDGIA88 (N4"HE160PIN *Ha) OB- vie LAMMED 104L- (31619 /AR / Mir H8. /80Pi61L8"HA) GOA• 7P16 lALR341®1.614- /4° el! /ARI OH6'H8. /60P/8M6' H8.) Anaftorlypez 1) W4°6601&30MCON(FORMERLY M CO / i w4 °66403680.PLO( 6) '6116 ULTRACON 4) ;3128TER.SC1a8/N(06) *SEEANCEIORAGERMES1 &2011SHEETI. NOM. PANEL NADTH FRAME GLASS TYPE . 4, 80.0 40.0 UNIT NUMMI EEO �',a' I MUMIIPT's1C w7 'CHIC L:ai�t''+Y'S1MEIMaMilF751 MEI MIIMO E:al=I= LIMO 81i K31 KM DavlaMM ■IIK3111131 B DKIIKIIKAaMIKl K11K11KM m -y:>m:IN Man Mil MUMS EMI CM (213 r EM= MIR= CM1 = oat" DA Ma= C.19 r CM1 KEN KM KEN lmimma WOKEN mmm OEM KIM LEEA KEA KINmm KEN mir ml KEN li K3OaLiaaLOLOKAMMKM aoaKMKilKMKO paal[7LLIiclL Mil KO IFT7ETA 1.7.1 ` 'X' 111-111MULIEMIEMIE111 C.g1Lx✓ [.;37=1:::21 C' ai1L•:raMEI EMI Ma= Emma cuslara Da ma tau M1:1 90 60.0 -600 80.0 40.0 80.0 400 800 -80.0 60.0 400 60 + 400 600 400 36 80.0 40.0 0 40.0 60.0 400 800 -800 000 400 80.0 400 800 •B00 800 400 80.0 40.0 60.0 •600 800 40.0 Emu mi1 =CM EMI OMI EIErr!ranEl3C l moms Ern mG CM= on Eta I.'.iamaa KIM iDil7aiZ71E1am i7 KCIIIDIKIA iEMKBIiEIIO MIA KEN OEM ®WAKEN WOKE MIKE KAMM AO�O r iikw- r!1 40.0 t ^7W'T 80.0 400 800 400 60.0 40.0 60.0 400 000 400 z Il 1MC' 1Ma14' [ ,"i1r�J.S E.:21 CM KM t LmC ZEICMIL'ZUCMIE.R.1 :7a KIM ELI a KIM aOIMmiLOamiLl ©LOKMKENKI EI WM 1E11 mMEI KEll I= MIKE 1111 KM KM KM KIWI. KM KAI MAIM" KMMAIKill KII WHIM KOMI KM KAMM KM 80 40.0 60 400 84 600 -600 800 400 -r ELI LLE ;11maa KIM L14M Row' 1iLIUfCIIIKII "IKMaa&MaruKM a ©KAIKMX71 111:31111 LEM [ME= MUMS MS Ma IMILZLt MIK:SEM KIM SMALLS mmm KIM Kill mr dKEMK N PHg0(C 6 6 6 6 0 8 7 7 7 7 PANELS OVER 48" WIDE NOT AVAILABLE OVER 88" HIGH 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114'S LL. 2. WHEN USING THE 21/2° SILL, POSITIVE DP IS 40.87 PIP MAX WHEN USING THE 4' SILL POSITIVE DP 1860.) MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A, 3.211'° 3114"AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112' 8ILJ. IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE I8 NOT REQUIRED, POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED EVAN OVERHANG COMPLYING WITH THE FLORIDA BUMMING OODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS 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. C) a EXAMPLE ON SHEET 10 OH HEIGHT BTANDAIW ASTRlK3AL HEAVY DUTY STLE8 SE $HEFT 7 0 9 P0R 6o• INSIDE & OUTSIDE CORNER DEPICn0N DLO WIDTH *NOM. PANEL WIDTH • 7' DLO HEIGHT to NOM. PANEL HEIGHT • B.26" rOH LENDTH smemit OH HEIGHT OH EQUAL TO 1 OR GREATER SEE NOTE 3 wIA1111u '17/ti eadal IMMO S Radix A NO CHANGE THIS PER W PER WAUI OWVocwMIBY7e IWO WIXOM*6 FL eon agar L 4 SPANS ANCHORAGE SERIES 770 ALUMINUM SOD - LMI IS 1 8 a 13 ' POT0002 �oyYNNI/'�' /ii * : IL1684°6 •, if /''sSIONA4;`� A Lf P.B. DESIGN PRESSURE AND ANCHORAGE-UN- REINFORCED -HEAVY DUTY STILE- HEAVY DUTYASTRAGAL II & tLYTAPCOl) SHEET TABLE 3.. > HEAD& SILL (Ho) INTHB-oCK, > JAWS ANCHOR MY, >12-HOOK 04- 7/18" LAMMED MAW - GIA- stir LAIS04478 3 GAM GO - Mr LAMNAT» LQU.- (Mr GOA- 7H8"IAMMEDI.G.U.- (1/4 STRAIGHT& COMERAERRAGAL MUSTER PLUS ATTERIVEDATEANGH0R QTY. W3i Rea ANCHOR MT. Anchor Types: (3116 "IRS. /SGP13/16"Ka) 1) lie ECOULTRACON(POR - (114'KS.t81Pt114"113.) 2) "1/4 834 CRETE.RM TEMP /AR/3t16"K8.180P1 ono, 15.) 3) 1116"ULTR4OON "TEUP. /AIR /3/18"K8. /SL 3P/ 3/16°K8.) 4) *312 STEEL N(08) "SAND WRAGENOTES 1 & 2 ON S, 1. UNIT HEIGHT 80 84 90 98 NOM. PANEL WIDTH MANE SIDE § N g 0 M' d' N ' a Q$ t• N -7 1 th "t * N 0 M eT Of GLASS TYPE -4, A, 8,9A 80A -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 24 H&S 06+2 08 +2 08:20:":10.2 06 +2 08 +2 C8 +2 06+2 06+2 08+2 CB +a .ZAMB 10 10 10 10 10 10 10 10 10 P -HOOK 6 8 8 6 6 6 8 5 0 8 8 8 GLASS -4, 8,8A 00.0 -90.0 90.0 - 90.0 90.0 - 90.0 90.0 -90.0 30 1156 08 +2 06+2 08+2 08 +2 08 +2 08+2 08+2 08 +2 06+2 08 +2 08 +2 C0 +2; 10 JAMB 10 1(I 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 8 8 8 8 8 7 7 7 7 GLASS TYPE -4, A,0,8A 90.0 . - 90.0 90.0 -90.0 90.0 -90.0 90.0 -00.0 38 ME C8+2 1:8 +2 06 +2 08 +2 C8+2 C8 +2 C8 +2 08+2 08 +2 C8 +2 06+2 C8 +2 JAM 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 6 7 7 7 7 7 7 8 8 8 8 GLASS -4.40,0A 90.0 -90.0 90.0 -90.0 900 - 90.0 90.0 -90.0 42 1158 06 +2 08+2 08 +2 C8+2 06+2 04+2 06+2 08+2 08 +2 08++2 06+2 08 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P•HOK 7 7 7 .7 7 8 8 8 8 8 9 9 GLASS - 4,440,8A 800 - 90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 46 1158 06+2 08+2 08 +2 06+2 08+2 08+2 08 +2 C8 +2 C +2 08 +2 06+2 06 +2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 8 8 6 9 9 9 10 10 10 t POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2112" SN.L, POSITIVE DP IS 40.07 PSF MAX. AND WITH THE 31/4" SILL. POSITIVE PRESSURES IS 00.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A, 3.21;2', 3114", AND4" SILL HEIGHTS ARE TESTED FOR WATER FILTRATION WI-EREAS THE 1112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE I8 NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE 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 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 10/1V11 e& 0202170 NO CHANGE THIS SHEET x.",lum 7 P7274347417A01021222474. WWII I we SMC 110M41e A P1047122 DAD112O 1ff579 HEAVY FEAVY DUTY STILES MIL StattenStagli SILL RISE 1031iR FLUSH -1 -1P2" LOW - 2.1/2 MB, - 3-114" HIGH -4" ( +) COIGN LOAD I'UA +46.87 PSF +80.OP8F FSF SE: NOTES 1-3 ‘277072CHPIOLOSYDRIVE NOKOMA PL 3+772 P. 1070 PL34274 SMC 088609 D1.0 WIDTH o NOM. PANEL WIDTH -r D1.0 HEIGHT m NOM. PANEL HEIGHT -8.28" 8161138 CORNER liana= WON Me!?tad8► SPANS ANCHORAGE SEE NOTE 3 -taw SERIES 770 ALUMINUM S3D - LMI I N7•S 9 ' 2$ PG7OO 170 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)114" ELCO ULTRACON (FORMERLY TAPCON) 2)114" ELCO SS4 CRETE -FLEX 3) 61'18" ULTRACON 4)#12 STEEL SCREW (G6) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.3, SHTS. 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). ADDTOONAL ANCHORS 24" MAX. O.G. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 80" CORNER ON SHT. 11-12. JAMBS & P-HOOKS8" MAX FROM BOTTOM AND 21" MAX. O.C. =aye ANCHOR QUANTITIES FROM APPROPRIATE TABLES SHTS. 7 9. SEE P•HOO KAN R DETAILS ON SHEETS 14-16. INTERLOCK CENTERLINE 24' MAX. O.C. t VT TT. T"ANC:HORS PER PANEL' ARE 8" MAX. HTHOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE IBETWEEN A CLUSTER AND A FRAME JAMB OR P -HOOK 2.04" ---- ---� -'--- - - .-.'°.� 8 °MAK� CENTERLINE DET., SHT. 11 ASTRAGAL -.. f [7�Gmma 49$1° -3//i/ IC �.._ tIl•LTJt��7��It��E1. q yp " V.V 3,6" I EXAMPLE 0)0( ANCHORAGE PLAN: (3PAL 2 TRAGK ExAMPUE std i14oACNC CRS 101.0E Ty'. (3) PANEL, 48" x 98" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE o _ SEE CLUSTER DETAILS. 314T. 11 3.6" TYP. 6' SEE NOTE BELOW 111.,1 It _ 61 i 1s (7 P-HOOK 14" y ANCHORS C + M' INTERLOCK CENTERLINE J INTERLOCK CENTERUNE 11 toiEWLINiumormAniellumr. al��.� - 3.17' TYP. 8" 04+2 & CORNERS • 120)NNCHORS TOTALAT HEAD „AT SILL j" mall. BELOW CLUSTER 2 04 2 C4 2 C4 2 ,SAX O • • • x % 3" % x x % MAX x @FRAME ANCHORS •rop.HOOK ANCHORS MAX x x x% % x x % x x x _) x % x a" • 21 MAX. " 10' MAX. 8"PoL . x i1 x" x x % --+ x x 24"MA % O.G. " .0. (ANCHORS PER JAMB (SEE FORS CLUSTER O.C. SPACE EXAMPLE OX-90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL. 60" x I6° DOOR FROM TABLE 2, SHT, 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE �+-- SEE CLUSTER DETAILS. 811T.11 8' MAX. EXTERIOR SEE CLUSTER DETAILS, SHT. 12 .CJ. -'1 !gag SEE DETAILS S &TON SHEET 14 & DETAILS LIMO NAlMISONIB VI>11 1070 T80M1OLCDyDWI NOWfGe9 FL NM fY01d�*R3 '4 4.051" MIN. 0.0. 3.8" 2.04" C I t M. 0.P MOR emptier IM'W■• *soh 4:41941Wah 11* enteptiiee it-N1 ANCHORAGE SPACING & E'(AMP1.E PLANS SERIES 77UMINUM SGD - LMI 004m70 INTS 170 d 23 I•%"" .P070002 I "0 r IN7. 3.6 AIME a 2- TRACK. ASTRA I J e - TRACK. ABT'RAGAI i. 10 _^ mgr {�0LUSTE -c4 MIMEL JST Et -C6 h-I �AI.OfF -1 r CENTERLINE 3- TRAGK4MML AN •!OR CLUSTER -C4 ------ — .1 __►.1 ANCHOR c4t187ER -C6 r o INTERLOCK I CENTERLINE 1.76 Minl•I 1111M•111R J�gIC 4 1 7 atThibutiffiBIMUMIIM GUtER-O8 2.040 MOW CENTERLINE 1 1 3- TRACK+A87RA4fAL r I ccx atawasamwm TOC INTERLOCK CENTERLINE 3.6 /kR•I'timOAL j tocKi- TRAGiL AS?RAtAL( 2MWEraR. C6 6K-11911.WITI&SI 2.040 t Tg ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. AU. DIMENSIONS SHOWN ARE 04 MIES. rNOmli•1 ARVIO. Ikdalia Cs* rpAkaiw.r,:+ . W1 NO CHANGE INS SHEET IMAGO asie MOW Cmaud MIAMWODADECONAV9YI8 OAT l t�G ta342,6 PO1129 FL 3W4 4INCHORAG4 EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI seorro I 1 11 a 23 j P010002 1014 : 1�,SSIONA4 0��`‘� 43.44 P.E. ASAP 58708 ANaEl SU ISEL C4 3- TRACK. eo° INSiDE AIM (ORPOSI_TM c-8 AP HORcWSTER REQUIRED AT ALL 3 -TRACK CORNERS r r�J 1.1 L 2 TRIOK. 90 +S1DE CO 4ER SHOWN, 2 -mAGK. 90' OUTS CORNER SIMILAR (OPPOSITE! TER -!B USED FOR CS AND OU NIIIEMINIIMMIN � I I) r '�. 111 AM/ 2.04/ sr al 1.1 of Lam," GB MCHOR CLUSTER REQUIRED ATALL 4- TRICK CORP�RS MOTE: AU. DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. tanwir we= Mt adz S 4c Odt 11n1 Riav NO CHANGE THIS SHEET MAXIM Oat MOMS Olrmaer War m707 X3roavE MOIOXI ,134171 1 war .. �ii30114 ANCHORAGE, EXAMPLE CLUSTERS SERIES no ALUMINUM EGO - LMI 1778172 m 22 r"161003773002 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. SEE CHART, SHT.1 2 1/16" O.C. TYP 1' MIN. D. TYP. 1" MIN. E.D. TYP. EXT. 3/8" MIN. 114' MAX SHIM 114' MAX. SHIM WOOD ANCHOR TYP, SEE ANCHOR NOTE 2, SHT. 1 21/18' O.C. TYP. *k'.!2! 1 •. SEE ANCHOR NOTE 8 SHT. (114" MAX) L T 1/4' MAX SHIM DETA&. B. 3.TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP, SEE ANCHOR NOTE 2. SHT. 1 COfCRETE ANCHOR ,. SEE ANCHOR NOTE 1, SHT.1 SEE CHART SHT. 1 DETAB O 2 TRACiS_FRANIE HEAa 2x WOOD SUCK TYP., SEE ANCH.NOTE 3, SHT.1 DTAAIL D. 3-TRAOK FRAME HEAD C RETE IP4SSALLATION :IX WOOD SUOKTYP, SEE ANCHOR NOTE 3. SHT. 1 SEE ANCHOR NOTE 8 SHT.1 (IA" MAX) 3/8' WI. 21118" ?MIN TYP. 1+- TYR REMILL82136AISEIMEALL TAUATION SEE ANCHOR NOTE 8 SHT. 1 (1 /4" Mr) 3/8' MIN. Zx WOOD BUCK TYP, SEES ANCHOR CONCRETE ANCHOR TYP, SEE ANCHOR NOTE 1, SHT.1 21118' 0.0., TYP. Ted. F. ZIALLEMS80MMEM, WOOD eg&n N SEE CHART, SHT. 1 DETAIL Q. 2 -TRACK FRAMI8LI. CONCRETEINSTAU.AT1ON 21118" 0.0., TYP. 1' MIN 6.13, I � wr .y I a�' 318' MIN. :3 . wh•:s 21/16' O.C, TYP. AIL. 3��E�� SEE CHART SHT.1 SEE CHART, 8HT. 1 CONCRETE -t ranagiUM:finta SEE CHART, SHT.1 8EE CHART SHT.1 WOOD A HOR TYP MA $ 8HT 1 2x WOOD BUCKTYP., SEE NOTE 3, $HT. 9 SEE ANCHOR NOTE s, 8HT.1 (WV MAX) WOOD ANCHOR TYP, SEE ANCHOR NOTE 2, SHT.1 FEL 2 1/18' o.C, TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.1 glTAL J. 4-TRACK FRAME HEAD OONCRETEINSTALLATKNJ IteaSAA °ibm1 vff DamANA NVIC Ottlie OWN two Astotsa A NOCHANGE THIS Sl T AM NAM It ..� ❑• SEL 21M6" O.C., TYP. D E 4SANK TACK RAE StU TYP. WOOD NVSTTALLAT ON urvo TEOHNOLOGYDRIVE R. FL 9/89 ANCHORAGE DETAILS SERIES 770 ALUMINUM SAD - LMI sewn 1 X 113 at 23 1 PGT0002 3/8' MIN. w • • - 21/16" CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, ONT. 1 21/16" 0.C., TYP. 4.051" MIN. O.C. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 114" MAX SHIM --01 Exr CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT, 1 21/16" 0.C., TYP. 251a4.' "8CA136461811 100D INSTALLA N WOOD ANCHOR *PM., SEE ANCHOR NOTE 2, SHY. 1 ..1111it 2X WOOD SUCK SEE ANCHOR NOTE 3,1311T. 1 0.C., TYP. T' MIN. 2.693° MIN. ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD LAN some INTS[a; a 23 I Pe10202 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS WOOD FRAMING 1318" MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS SEE CHART, 8HT.1 1 314° MIN. SEE ANCHOR NOTE 2, 8HT.1. ANCHOR OTY. PROM TABLES 13, 8HT8. 1-9 PERTAIN TO THIS ANCHOR LOCATION, DETAIL'IP, SHT. 18, ANCHORAGE DETAILS 'A &'G', MT. 13 #10X1.84' PH SMS PANEL CORNER DETAIL #8 X 1.00* PH SMS (OPTIONAL) DETAIL SB', BHT. 18 DETAIL NW, BHT. 20 DLO WIDTH as NOM. PANEL WIDTH -r DLO HEIGHT n NOM. PANEL HEIGHT -8.28° DETAIL V, SHT. DETAILS'E' & G; SKr. 13 XX-00° CORNER-VC (2 TRACK, INSIDE 90° CORNER) !�? *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES FRAME CORNER DETAIL Aind KNEPP rwmep urm Moog; Ade ENO �9Q f +m11 P.Q WM DETAIL 'CC, SW. 19 -. J- DETAIL'S$'. SHT. 19 %I_DETAIL'FP, SHT. 19, TAB V, MIT' 48, ANCHORAGE DETAIL 1N' & DETAI. `EE', SHT.19, ANCHORAGE `P', SHT.14 ANCHORAGE DETAILS 'N' DETAILS 'A' &'P', SHT.14 &'C', 8HT. 43? NOTES: PANEL TYPE 3 <?, SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS BHT. 18 PANEL TYPE 'A' 4 $EE NOTE 3 a x MAX. HT. BEE DP TABLES DETAIL 'U', 81fT.18, —' ANCHORAGE DETAILS 8' OXXX (2 TRACK) &V, SHT.13 EXAMPLE 1. SEE MT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND BHTS. 7 -16 FOR ANCHORAGE DETAILS. 2. DLO WIDTH s NOM. PANEL WIDTH - 7 DLO HEIGHT = NOM. PANEL HEK3HT - 827 3. (1) LOCK {ITEMS 70 &107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK CONSINATIONS PER DP TABLES. P =G p mmm ®o ®'A P of I PANEL 1 TYPE I 'A' 11 I 1 1 I 10 i1 -8 - --- e PANEL TYPE o 'C8' A N A ' a DETAR `V', SHT.18, ANCHORAGE DETAILS 'A' &'C' 8HT.13 4. �.- DETAIL 'EE', 8HT.19, ANCHORAGE DETAILS 'If & 'P', SW. 14 DETAIL 'BB', SHT. 19 6iianamumewi11i„nasfNs )0(90° CORNER - XX (2 TRACK ORAGE D SHT.1 90°OUTSIDE CORNER) - EXAMPLE ANCHORAG& SHT. 3 DETAIL'JJ', MT. 20 thaiSENTAL SECTION A . ( DETAIL 'CC', SHT.19 - J- DETAIL 88', 8HT.19 DETAIL 130, SHT. 19, ANCHORAGE DETAILS' X &'R', BHT. 14 DETAIL 'AN, BHT. 19, ANCHORAGE DETAILS '8' & T, SHT. 14, TAM' & N', 8HT.16 DETAIL 7(' 811T. 18, ANCHORAGE DETAILS 93' & V. SHT. 13 POCKET UNDER SEPARATE APPROVAL OXXXp (3 TRACK RIGHT POCKET) DETAIL W, SHT.18, EXAMPLE ANCHORAGE DETAILS 'F' &'H', MT. 13 DETAIL 18131, 8HT.19 DETAIL 1111', MT. 19, ANCHORAGE DETAILS TA' WT. 14 DETAIL 'Z', SHT.18, ANCHORAGE DETAILS Y &'J', SW. 13 DETAIL '1° SHT.18, XXXX (4 TRACK BY -PASS) ANCHORAGE DETAIL$'I EXAMPLE BHT. 13 &'L, SHT. 14 evalauCt *WNW irwowas tom( itootirathia 001, L 101 l8<91H7 NO CHANGE fl6S SHEEN' RersdBy Rya= uske 'WM Rafttrer le.mayal A PEF OW Wind OINMENTEI PBtDADE ODESMENTS Calstbelea woe 1 100 TEFOYD O YDRIVE ?MOM FL KM 43,20X f F7 374 L-• EXAMPLE ELEVATIONS SERIES 770 ALUMINUM SOD - LMI 8130770 I N7S 6 s 23 I POT0002 PANEL LETTER PANEL LETTER mew INTERLOCK CEA F7 D LOCK87LE LOCKSTAE AS?WAG LOClFIXED TILE INTERLOCK d�9 M LEICESTER IND rra s XXVTERG.00K ptotovo ASTRAGAL OUT LOFCJLBTH.B CS RETR cL� iNvERLoactliNall IIEEThe ASTRAGAL av MEM ELL. LOCKST&E SC SINGLE aL., INTERLOCK RECOVER MEM FIXED LOCESTILE ASTRAGAL our QS FIXED LOCKS TILE a:35 ABTRAGA! SQ (IIDROUT) SXNGLE INTERLOCK i ASTRAGAL AS CORNER SINGLE LOlEEMLE INTERLOCK INTERLOCK altb b COINER RECEIVER rem eaSTEROLELooK LR pun N ASTRAGAL OUT • cmK SA SINGLE INTERLOCK I NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. • 1NTERIQR (ALL PANEL TYPES) Or MUM ASTRAGAL IN em sway INTERLOCK CI COMER LOCKEIEE trio inNiNnagocKLE ROWE SINGLE Stx, INTERLOCK �•p ASTRAGAL IN IC SEIGLE AVIERLOCIE erri CORNER LWOW B SINGLE RITERLOCK 0:M ormucac CF CORNIER RECOVER itcb GrX LSE F SINGLE orrEmocx Gich 0:2 SOME FC FIXED icei CORNER E SAVOR irtt INTERLOCK trig ENGLE PP ROWLOCK erx LOZDLE rawascisonixo =Ekes floda __ 10- ar. K MEM lJ A D J G.a>•am RR FIXED L LOCKSTTl.E 4 SI+XGLE AVTXG LOCIGML13 J 617011H1 *OM NOCJL4NG38T708SHEB7 rowap. ASTRAGAL OUT wnr MEN Amidema A Psi Al 9 WV COM MER, IMO CRAW* Oft Rd1 IOU rEo LOSYOWE NOXG APLSffi7O POM X954 R. PANEL TYPES SERIES 770 ALUMINUM SGD - LMI BQW?O 171181.77 d 2S PQTO002 .ts1,11141;1111 it, fit ; NG 88108 =. p tri ` 6 LY4 411.614, P.H. PER MU SILL RISERS OPTIONS FLUI SOX SILL RISER LOW BOX SILL R1SR Imo,. t.OW FLAT SIU. RISER MBOiU l_ X SILL RISER 1 IU P TS1LiRISER a MEM MOE> (ALL VERT. SECTIONS) J t Iii BOX SILL RISER �.s HIGH ahT,¢t}zLRISER DETAIL V '1 D1011111 f NO CHANGE 7711a 8HSRT MOW PER G.e OW WEEP WO DAEOCOMMEWRI DETAIL W PETAL A" DETAIL E SCREEN emrem 8 Maim A WOO OWE ooup0e m..88 4tle SMC OS Ceeaee/P wee ixu MOW PLUM P.C. WEE VERTICAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LMI seam NTS J 8. 23 ��' PG70002 I a At11111171/,� 4C. Ido. iw �• 'Ja 'O y 11N siono ''"`�S ,RtaatioA '1,, t U��t_ 0% A. LYNN M U.ER. P.B. PAS 58108 AFL BB' ak MMUS DETAN. DD fFlXED PANEL) (AU. I IORIZ SECT 0 MEM AT MIDSPAN DETAIL 'FP (FIXED PANEL) *ITEM 81 SHOWN, ITEM 89 ALSO APPUCABLE, SEE TABLES 1.9, SHTB. 74 FOR DP (PSF) ASSOCIATED WITH STILE gmist DETAIL 'NN' SC ATJAMB AT ASWAN DETAIL Y3G' 1Ff S PANEL) Mal rialmantzzeimh 610/ VI RinectIgl Reasuiso EING ORA NO CHANGE 7Hf88HEET PERMAIRMOFCOMMOR9 A PERMLNERAEREra2MMERTS mt�,eje r anomaBy 0119N ENO OMWOH RAJ TOIHNOLOGY AWE tariatelV tDBB PL 3004 HORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SOD - LMI 880770 1748170 a 23 rig POT0002 %111 it h, .`era ' ••'� it O.68"5 e40.68"5 - FLORW��#,.�� ,,SSIOLN�t1ik�k-ot A.1.41LIU P.. P.78 58705 liATAINV DETAIL 'JJ' DETAIL 'KK' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN Vatc POT t% 9 P07. De44491bn 17308 617308 27RAOK HEAD 2 17303 817303 2 TRACK HEAD WW1 SCREEN RAIL 17308 817209 3 - TRACK BEAD 4 17312 817312 4 -1RACK 1- EA0 17314 817314 FRAME SCREW COVER e 17311 817317 FRAME HEAD/JAMB ADD.ON 17304 617304 2TRACK 881 8 17301 817301 •TRACK SILL WPM SCREEN RAL 8 17307 617307 3.172ACK SILL 10 17310 317310 4- lRACI1 SLL 11 17313 517313 FRAME S U. TRACK 0459RT 12 17315 617315 FRAME SILL SCREEN ADD.ON 13 17318 817318 FRAME SILL SCREEN END AMON 14 617 21RACKJAMS 18 17302 6172 27RACK JAMS WITH SCREEN RAE. 16 17308 617308 MACK JAMB 17 17311 617311 4 -1RACK JAMB 16 19 17322 17318 647322 617318 SILL RISER • ELL RISER - 0HOLLOW 22 23 17321 17318 7731 617321 617318 681 REM LOW PLAT SILL Rz0ER • LOW HOLLOW 617355 47354 817384 $8L. RISER - MED FLAT SILL RISER - MEDHOLLOW 24 17320 617320 SILL BEER -HIGH HOLLOW 017323 SLL RSER • 11044 FLAT 28 17333 817330 PO9KETDOOR P4300K 27 7078 87070 NEOPI16 Na BULB WSTP FOR P41 00K 17334 817334 POCKET DOOR P-HOOK MOUNT' 28 17378 817335 P-H00K COVER 30 17348 617340 POCKET DOOR P-1 044 FOR WORMER OPTIONAL PARTS SHOWN 81 DRAWING) 40 SCREEN SIDE RA9.- LOCX8111 E 41 7L008338K SCREEN !COMET 42 41818 SCREEN KEEPER SPACER SET 43 68162 SCREEN 1JIER{ O9( ADAPTER 44 SCREEN ALE INTERLOCK 812286 watestcroo RAG. 48 4318 812287 SCREEN 1301TOM RAIL 47 48 688 668 76RAZ 78RAJL STANDARD ROLLER STAND ROLLER• St SE. 4344 17349 817349 SCREEN ASTRAGAL 0)10 SCREEN ASTRAGAL ADAPTER 81 01892 SCREEN SPLINE -.188 52 51e84 BOREEN BP1RNE -.150 81816 SCREEN CLOTH 54 1755 1120x .221 1118" SPITING BLOCK 1728 X1118° 8rITIMs UNLOCK NOTE ALL ALUMINUM = 6083-T8 J 10111//1 RgYU4P 1 POT Dm. 0 POT. 9 DesanatIon 80 17325 817328 PANEL STILE 81 17328 817328 PANEL STILE (HEAVY 011Pf) 82 17327 817327 INTERLOLIC ADAPTOR 83 1225 81P248 84 1728 71728 VINYL BULB WSW. - 1114'7481DE INTERLOCK) 88L END WEATHERSIRP PAD 68 17325 817328 INTERLOCK SO WCOVER 87 17328 817329 ASTRAGAL 88 17339 HEAVY MAY A87RAGAL 89 17324 817324 TOP 8 BOTTOM RAIL 70 17350 417390 WEATFERSRP EXTENSION 6I4EO'RON MOLDED) 71 7' 1112°X1 "X3/4" 14914 FIN SEAL DUST PLUGS 72 6163 7818* TAB ST. Mt. ROLLER ASSY. 73 8153 78163N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 895 78 8185 78186X 76 710%9XIPPFX 77 7103239 78 78 80 81 17358 17387 17310 17380 817388 817367 817328 817380 GS629 MORDOE 3-PLY DUAL I.00k 1VA.ONG TRB7 PLA IE 11032 X10 FL S8 SCREW W/ TYPE "F° TIP 1042 81381.2NC wan - 3/18 31/4 OGEE BEAD FIDRISONTAL 9 °I0 BEAD I N.AL 7/18 SEADHORMONTAL 1224 80P247K ISTAPE 1516 SEADH011063NTAL VINYL B128tl A1HER81RP 1/2911/12 SINGLE are A6E611E TAPE FOR 18 BEAD IEj C3111 � �r-r 13: MINIM "" 'r Ea M-17 111111111ELAIIIIIMII ELII NM Las 1288 — IFA. iiT`;; I' eX 1118" KOMI= 720X1X •; ,. MIEZI1 72087 .110LE «+a i LOOK FDEDP i L HANDLE 10T- !aa.EXTERIOR 01071 .. • 1EK -S.:. WSW, . PO■SEAL .187X TNPEEAL 210 GLASS 7/1BLAMINAIEDHT•HTPVB 203 (BASS 8/18LAMINA1EDNT4ITPVT, 204 GLASS 7116 LAMINATED HT•HT 8GP 206 OLASB sMB LAMMED Hr•HTSOP NOTE ALL ALUMINUM = 6083-T8 J 10111//1 RgYU4P 1 POT Dm. 0 POT. 9 DesanatIon 80 17325 817328 PANEL STILE 81 17328 817328 PANEL STILE (HEAVY 011Pf) 82 17327 817327 INTERLOLIC ADAPTOR 83 1225 81P248 84 1728 71728 VINYL BULB WSW. - 1114'7481DE INTERLOCK) 88L END WEATHERSIRP PAD 68 17325 817328 INTERLOCK SO WCOVER 87 17328 817329 ASTRAGAL 88 17339 HEAVY MAY A87RAGAL 89 17324 817324 TOP 8 BOTTOM RAIL 70 17350 417390 WEATFERSRP EXTENSION 6I4EO'RON MOLDED) 71 7' 1112°X1 "X3/4" 14914 FIN SEAL DUST PLUGS 72 6163 7818* TAB ST. Mt. ROLLER ASSY. 73 8153 78163N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 895 78 8185 78186X 76 710%9XIPPFX 77 7103239 78 78 80 81 17358 17387 17310 17380 817388 817367 817328 817380 GS629 MORDOE 3-PLY DUAL I.00k 1VA.ONG TRB7 PLA IE 11032 X10 FL S8 SCREW W/ TYPE "F° TIP 1042 81381.2NC wan - 3/18 31/4 OGEE BEAD FIDRISONTAL 9 °I0 BEAD I N.AL 7/18 SEADHORMONTAL 1224 80P247K ISTAPE 1516 SEADH011063NTAL VINYL B128tl A1HER81RP 1/2911/12 SINGLE are A6E611E TAPE FOR 18 BEAD IEj C3111 � �r-r 13: MINIM "" 'r Ea M-17 111111111ELAIIIIIMII ELII NM Las 1288 — IFA. iiT`;; I' eX 1118" KOMI= 720X1X •; ,. MIEZI1 72087 .110LE «+a i LOOK FDEDP i L HANDLE 10T- !aa.EXTERIOR 01071 .. • 1EK -S.:. WSW, . PO■SEAL .187X TNPEEAL 210 OIAS8 LAMINATED IG 98187.7116 LAMINATED HT-HT PLOT 211 GLASS I- AMWATED 10 1/4T- N18 LAMINATED HT-HT PV8 212 GLASS LAMINATED IG 3/13T- 7118 LAMINATED HT•trr SOP 213 GLASS LAMINATED 031/41.7/18 LAMINATED HT -HTSGP 1YelipY► 11306511011112 NO CHANGE 7MNSHOT PEA WIN DAM 00ACAVI8 A PER 0&4WRIDBOOMINNIS AAR m.ewesA of 1 P.O. 1420 R. 874 PARTS usi SERIES 770 ALUMINUM SGD - LAM Serastedat I N7S 121 a 29 [ P070002 I c A7tU11I11li /° 05 .. d G• ,. F A. LYPOS 3131.99. P2. P2Ji58705 ERLOOKScREW COVER S E C N}ATT4 8089 -Y8 (MR, :8 0.33" 0.08 P-HOOK SCREW COVER () MM.: 650340 0.782" OUIYIN{38 ARE (SSE SIt-%TRACK- 0.550" 0" 1.738" AN 0) TL: 608376 (1 AT P A• 8 NE P L FIXa8 '6 (62)MATL: 6083 46 REM BOX RISER (30) MM'L: 600348 O�P�AALl F(88)MA R •60637" 1.304" 0.082" BMX (28) MAT1. 6083 -76 3.25" TOP! I lu RA (69)MAT :80s -T8 . -"-1 1.072" a.06z" 0.232" 1.010" �E LE (4a))MMATL:606376 0.082" 0.760" FLUEg1 FLAT SILL RISER (i MATL:008378 R T (61) 6 9-78 0.232' stom*INIAAAt Phial t 0.062" -- ►-it+— 0.062" - x'41 -u - 0.082" )1J0H 3OX SILL RISER MF BO) SI R E .OW BOX SILL RISER FLUlStH1 BOX SILL RISER LQW FLAT SILL RISER, T SILL RISER HUSH FLAT SJ1. RISER (24) MTh: ) MAT : 8082 -T8 (21)MATL: 6083.76 (10) MAIL: 8053 -TB (20) MAIL: 855348 MAM 808370 () MAT'L: 8053 48 kroi es 1041111 NO CHANGE 1MS$HEET amm RoodRo ado Malmo stoz Me= A PeANWM OAIM SAW wow — 107011MVOLOGY MOW NOMA F1.84278 P.A R NM EXTRUSIONS war SERIES 770 ALUMINUM SGD - LMI ro orestpft b OolotbdOssma 2 623 1 1"" '\ os$.°14° `�; A. LYIla �P.E P.E9e8705 0.081° C OW rd RE NT OK ( T'L. d- 7.106" 1211° 0.481° — i -- 0.142" IL 0 et at r 1 4q0..�080" (10) ANTI 6 6.628" 1.805" 1.808" nr- ---L / 1211" �dl'•"•"• `tftr' (4 1.: .L 0.081" mat smc "fawn WIND 20) NO CHANGE THIBS1 i 0.080• - (e) iA e 6221" 1.048° 0.082" (46) MAT'L• T6 0.878" 0.082" J BT . (46) t 6 • 8 0.080°2p•_._B T�SBT (18) mart:508848 r4WaUC9' kasomegwo -10 1.488" Portmosh A PER MANI DARR COWER" sy AW tlekr FL 9A27f P.O. BQX t3 NOMA FL MN EXTRUSIONS SERIES 770 ALUMINUM SGD - LMI toefarelkkh same I NTS 12 23 1°�'° 1 c - DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, Fl 34275 SCOPE: 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 otter 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 acted 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 detetmhicd by Miami --Dade County Product Con trol 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, MIAMI -BADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 • Florida33175 -2474 T (786) 3152590 F (786) 315 -2599 nardnhatIt including the High Velocity Hurricane Zone. DESCRIPTION: Serb "CA -740" Aluminum Casement Window - L.M.X. APPROVAL DOCUMENT: Drawing .No. 7045 -8, titled "Ahuninum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stlunp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement " Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and then: has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or piss. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0117.11 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 dairae D. Gaston, P. E. jA APPR:CVkD ..: 5 NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2 ©12 Page 1 PGT Industri NOTICE OF ACC EPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 05- 1129.11 and 03- 0611.02) 2. Drawing No. 7045-8, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E. 13. 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 2. along with marked -up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4607 and FTL -4608, dated 05/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1129.11) 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, per FBC 2411 32.1 and TAS 202-94 along with marked -up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3729, FTL -3587, FTL -3582 and FTL- -3580, dater! 02/28/03 and 10/03 /02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08- 0117.11) 2. Glazing complies with ASTM E1300 -98104 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and ' story Affairs (PERA) E -1 Jaime D. Gaseo E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22,2013 Approval Date: February 09,2012 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflcx - Clear or colored Interlayer" dated 04/21111, expiring on 04/21/16. 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. 3. Letter of Adoption of cr.s his Own, the Work of another Engineer per Section 61015- 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, independence, conformance and compliance with the Florida Building Code, dated 01/11/08, signed and sealed by Robert L. Clark, P. E (Subbed ruder previous NOA No. 08-0117.11) 5. Laboratory compliance letters for Test Reports No.'s FTL -4607 and FTL -4608, issued by Fenestration Testing Laboratory, Inc., dated 05/10/05, both signed and sealed by Edmund() Largaespada, P. E. (Subbed under previous NOA No. 05-- 1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL- -3729, FTL -3587, FTL -3582 and FTL -3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-- 8611.02) G. OTHERS 1. Notice of Acceptance No. 08- 0117.11, issued to PGT Industries for their Series "CA -740 Aluminum Casement Window -- L.M.I." approved on 05/15/08 and expiring on 05/22/13. E -2 Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 NOTES: E MISSILE WINDOWS 1. GLAZING OPTIONS: A, 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED ® Q GLASS W/ AN .090 INTERLAYER OF SOLUTIAOR DUPONT PVB. B. 5/16° LAMINATED GLASS COMPRISED OF (2) RITES OF 1/8" U " AL LRTES HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7118" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/1 " LG. GLASS COMPRISED OF (1) UTE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 6116" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A.F. 13/1W 1.G, GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/18" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (1) RITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ,G. 13/16° I.G. GLASS COMPRISED OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. CONFIGURATIONS OPTIONS, Q Q X Q g X UNEQUAL RITES 0 X UNEQUALLRES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 6-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE. 1,3,4,13 IN MIAMI -DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD UTE OF GLASS MUST BE UPGRADED TO TEMPERED.® 2. CONFIGURATIONS: MZ, XO, IBC MOND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X° CONFIGURATIONS SEE SHEET 5. E. FOR "X X° CONFIGURATIONS SEE SHEET 8. F. FOR "XOX° & "O° CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & %CO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "COX, "XO" & °OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4° FROM CORNERS MAX. 4° & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAXIS' SPACING ON FIXED I.ITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE 1 Y JAMBS, MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 114" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 6 THROUGH 9. SEE SHEETS 6 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 6. SHUTTER REQUIREMENT: NONE REQUIRED 8. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3720, FTL4807 AND FTL -4608. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIII:MENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Wadi* air Redd= Fx ?MOM C NCCHANB87FOSSKEET US 0011114011$ the Florida Budding Na 11.0.1 Rid fisaregya mores: as FJG 12117472 woo MOW Few reams D B ADD 70, GINB$7YPOFANDo REVISE ANCHORAGE FBCMO CODE CHANGE & 8<PRLU 0p pate . FL 84P78 F1 Hui Visibly Better NOTES TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT I N7S I 13 Nth'`"° I% 70468 I E ` >�Nf11II Ito FF 0p1 LYNAi 4dt7 * -M -- NO. 58705 STATE OF / • ` ",,,,,'ONAI.'1 '`` Al110h1Nb'� REA Wile A 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED GLASS i--- 1/8" HEAT STRENGTHENED GLASS \.J .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16' ANNEALED OR HEAT STRENGTHENED GLASS twee 13/18" 3/8° AIR SPACE 1/8" HEAT STRENGTHENED A OR TEMPERED GLASS 6/18° LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/18" HEAT t -- STRENGTHENED GLASS .05" NOM. GLASS BITE rA 0 7/16" LAMINATED GLAZING DETAIL No ommairom Nor isradtta .K J.L FFX nrar NSW arm WOW Orbx wpar 0 Water 1 SAP ADD t&RYLAW LG. if NY a COME= LAM1D2TA& Of RUIZ Dg 3/16" ANNEALED OR STRENGTHENED AIR 1/8" ANNEAL As TEMPERED 13/16" I.G. W/ 6/16" LAMI GLAZING DETAIL IN MIAMI-DADE ANY iii UNIT INSTALLED OVER 30' MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" 1.0. W1 7/16" LAMI GLAZING DETAIL WO TfiCHNOLOGYMMI NOKOMIA MTh PND1R4 GLAZING DETAILS contPlYN3 Oh the Florida Jading Cab .. No %1�3 ALUMINUM CASEMENT WINDOW, IMPACT a..n�re ,w a. GW45 NTB 2 a 13 70454 E t 1. YAIN.4n��iis * :` No. 58708 '' SIVE OF rat/ %W��O1NAL{ `'s. A.14(t '; d.E. P.FJ 08708 f112" CENTERLINE 1 ( 1 112" ANCHOR LOCATION TYP. D MID-SPAN ANCHOR DETAL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) ANCHOR LOCATION TYP. SEE MID-SPAN ANCHOR DETAIL TYP. (2) 7" 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. -•--DAYLIGHT-" - OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL, SEE HINGE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX O.C. f 40 MAX. 30" MAX. -.0-DAYLIGHT -y OPENING 740 MAX. WIDTH MAX �— DAYLIGHT -"- OPENING N SEE M1D-SPAN ANCHOR DETAIL TYP. (2) 141/2" MAX. O.C. TYP. ELEVATION "0" - �!X" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 87 MAX. DAYLIGHT OPENING 13 "MAX. O.C. t 78" MAX. HEIGHT P T\ 13" MAX. O.C. " r t- - 1 141 MAX. O.C. VENT HEAD & SILL ONLY 80" MAX FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" -11(0X" (SEE SHEETS 7-9 FOR PRESSURES 66" MAX. DAYLIGHT OPENING A 76" MAX HEIGHT ,PRODUCrRaV1SBD �. w " lymgwAtheFlald" in noxo 7nao3 0 ADO MOE LOG4TIQNDETAILS tansgreso R.K nem* SZIVS D ingot Madam E CHANGE MAX HATO7G AND MAX DLO TO BV ND CHANGE TMS SHEET Mob& Vol. FJG 1211713 co.ameF am 747072OHN tOOYOMB NOKOM4 FL 841/5 NO Ft SWa VW* Beam 10(" &r %COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT owe ' NTS' 3 a 13 '°°`miw 7045 -8 ' E 0,0 t I I I I l+t, a • No wit* ar DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 13° MAX. O.C. 4 37" MAX. WIDTH 3O p MAX DAYLIGHT OP ING 69" MAX DAYUGHT OPENING 14 1/2" 4° MAX. — MAX O.C. ELEVATION °D" -'7C° (SEE SHEET 5 FOR PRESSURES) 76° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4' 14112" MAX. O.C. VENT 4" MAX HEAD & SILL ONLY 30" MAX. 53° MAX DAYLIGHT -► DAYLIGHT OPENING' —` OPENING or MAX. WIDTH 60" MyA�X.IDTH W MAX M ��► DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL. SHT. 3 TYP. (4) 13" MAX. O.C. 69° MAX DAYLIGHT OPENING 4" 13" MAX O.C. 4" MAX. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 37" VE 80" MAX FIXED ELEVATION "P -'X0" & "OX" yNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) OTE:: "X' PANEL. MAY SWING IN EITHER DIRECTION 69" MAX. DAYUGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 78" MAX SEE MEETING HEIGHT RAIL. DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT uBp ore Valla MOO Ogle MO Rolskar 0 0 E ADD WIDE OVAL & NOCE 1.00A7IPNNOTES MANGE MAX HE TO ;TAW DLO roar A0 ~GO IT08 SHEET Cremnitt aor, F.IC 12^!7!04 F.K. re a 4070700040100Y DRAW va o� PL SW4 "X", "0 12(0"8 VC' ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT elkatr a4,740 14778 4 13 1°'�na 7045-8 I E Pn0DM1icrIt3VtseD 0000rlibm vas Lao Florida -Building Coda No 46 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FT1-3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1I81HS) B. 5116" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -WI 1/8"HS,.090,1/8"HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 83 66 69 72 NEC POS NEC POS NEC POS NEG POS NEG POS NEC POS NEC POS NEC POS NEC POS NEC POS NEG POS NEC POS NEC POS NEG POS 99 918 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 k 70.0 9;8.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 24 1 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 7E0.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 488.8 70.0 48.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 ` 1/2 A -90.0 70.0 90.0 70.0 -90.0 70.0 90.0 70.0 90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 - 69.9 69.9 47.8 87.8 - 86.2 66.2 - 65.0 85.0 - 63.7 617 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ) A 90.0 70.0 - 90.0 70.0 -90.0 70.0 47.4 700 -77.6 70.0 -88.4 68A -83.9 83.9 - 60.0 60.0 - 58.5 58.5 - 56.2 58.2 -53.4 53A -51.3 51.3 - 49.8 49.8 - 48.3 48.3 8,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90,0 70.0 42.2 32 A -90.0 70.0 -90.0 70.0 -88.3 70,0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 - 45.6 45.6 -4.3.9 43.9 -422 B,E -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -85.6 85.8 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.8 48.6 -45.2 452 -42.4 42.4 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 - 75.070.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 - 47.9 47.9 -44.8 44.8 -42.2 422 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -76.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 - 52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 6,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.1 70.0 - 75.0 -70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7116" LAMI (3/18"A,.090,3116"HS) AU. "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1.90.01 70.0 Bundingeodo AncoptancoNa !O lP TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/16 "HS) F.13118" LAMI (118"A,AIR SPACE,7 /16" LAMI -WI 3/18"A,.090,3/18"HS) ALL "X" SIZES UP TO 37" WIDE x 78" HIGH I -55.0155.0' 55.0 F 55.0 . NOTES: X ,otltitttrtj, t FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4 "•TAPCONS OR 1/4" 384 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE 18 UMITED TO 69.8 P$.F. J'e't tx.r 0/4/i",, i °� •t+ ;.. is0'".:4P 4 . ",. '•. ,k �;, * • 140. 58705 - is .Ji.* ., ZST't6 1`.;',fie?e ° ,,,7,iSS/Q.......`• /t f t� 1 A lq� .'P� Reseda awed* Fx Me mays a NaTHBSHEET fts P BQ7C4 15 ft.' /4 a PRESSURES - X CONFIG. WINDOWS ALUMINUMCASEMENTWINDOW.IMPACT amour EX 0malso r ARCH aa� r rroPnaN J.I. ROWDY: 011101 Hathkel E NO CHANGE THI T nmm6te FA 10.24!01 1?l07A72 wam 1 Wady outer B c/4740 ema I NTS1 aa"t n ew 5 a 13 I 7048.8 1 rya E COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/18" LAMI (1/8 "A,.090,1/8 "1-1S) HEIGHT "XX' 26 31 WIDTH NEC POS NEC 36 383/8 43 48 50 6/8 54 67 POS NEG POS NEC POS NEC POS NEC POS NEC POS 37 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 76.0 70.0 75.0 70.0 -75.0 70.0 NEG POS -76.0 70.0 NEC -75.0 POS 70.0 43 A -75.0 70.0 48 A -75.0 70.0 531/8 67 -75.0 70.0 -78.0 70.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 -76.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0, -74.4 70.0 -75.0 70.0 -69.6 89.8 -75.0 70.0 -68.2 65.2 -72.1 70.0 -63.0 63.0 60 A -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 68.4 88.4 -63.9 83.9 -60.0 80.0 -58.5 58.5 60 NEC PO$ -75.0 70.0 - 75.0 70.0 -76.0 70.0" - 69.5 89.5 -80.8 60.8 -68.2 58.2 63 NEC -75.0 75.0 -76.0 -67.6 -58.0 -53.4 POS 70.0 70.0 70.0 67.5 58.0 63.4 84 A -76.0 70.0 -75.0 70.0 -78.0 70.0 -76.0 70.0 - 71.1 70.0 -61.6 81.8 - 58.9 58.9 - 58.1 56.1 _ -53.8_ 53.8 - 50.4 60.4 -47,7 47.7 68 A -76.0 70.0 -76.0 70.0 75.0 70.0 -75.0 70.0 -86.5 65.5 - 57.5 67.8' -54.9 84.9 -51.8 51.8 -48.8 48.8 - 462 452 -42.4 42.4 72 A -75.0 70.0 - 7 5 . 0 70.0 - 7 5 . 0 7 0 . 0 - 7 0 . 4 70.0 - 60.4 6 0 . 4 - 54.3 54.3 -51.1 61.1 -47.9 47.9_44.8 44.8 -422 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 - 67.9 67.9 - 59.0 69,0 -52.8 52.8 -49.9 49.9 46.4 48.4 43.5 43.5 -411 41.1 - 38.6 38.6 TABLE 4. 'XX" WINDOWS TEST REPORTS: FTL -3562, FTL-37 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8"HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5116" LAMI- W/ 1/8"H8..090,1/8"HS) ALL 'XX" SIZES UP TO 74" WIDE x 63" HIGH -75.01 70.0 TABLE 6. we WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090.3 118 "H8) TABLE ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 x PROIXICTREVISED TEST REPORTS: FTL -3580, FTL -4607, FTL4608 = GLAZING OPTIONS: C. 7116" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE .7 /18" LAMI -W/ 3!16 "A,.090,3116"HS) ALL "XX" SIZES UP TO 74" WIDE x 78" HIGH 1 -66.01_55.0 i �5 "XX" WINDOWS NO 1. F INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" 884 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS. DESIGN PRESSURE 18 LIMITED TO 69.6 P.S.F. BO sr MOS ode brim wraor�r 12117702 Itsbriam 0 REVISE ANCHORS 4 ADD TABLES PP OP770✓d lairsbom 5 Goad ?O CANOE 774985 7 tram 407075W0401OGYVANE NOX014APi$4575 Pa SINS NOXOb48 FLSQRra Vbildy Nester PRESSURES- )0C CONFIO. WINDOWS A▪ L• UMINUM CASEMENT WINDOW, IMPACT ca40 I NTSI 6 d 13 12.'44' 70454 I E `,`�,�lu lur /�r ``�� ltY lYldtV ! rriri *' No. 68705 r /rs /ONA1. t" a P.E.SE c( COMPARATIVE ANALYSIS TABLE 8. "0" 8 4M- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3682, FTL3729, - . ++ FTL -4508 GLAZING OPTIONS: A. 8/16° LAMI (1/8%,.090,1/8"HS) 8.5/18" LAMI (1B"H8,.090,1/8"H8) C. 7/18" LAMI (3/18"A,.090.3/I8°H8) E.13H8" LAMI (1/8"H8,318" SPAC 8118° LAMI-IN/1/81-16,.090,1/8118) F.13/16" LAMI (1/8"A,AIR SPACE,7/16" I -W/ 3118 "A„090,3 /1B"HS) WIDTHS 391/2 42 46 601/2 HEIGHT 31 38 38 31$ 43 48 505/8 67 80 83 72 78 liMil �1 � 7�7 :7 _ � :.� II �1 �I �li� m Et i! I �l TZ9 I 1 P�}S Mann P±O�S7 i z 1 P08 r-.1: I i0 E3+3 f 1 En En MI ED Wb7 / f `!J 60.4E Ii181 nurin oI3I= EMI Mil EU I =Ell . 1 1+ 1! ! 1 Lin ED 11 �. 1 1! rtil] f! f 1 la L73 1E 11 f! ■mom EMI + 1 e�,ynl ED �. 1 �n/1� f nx�.n A! 1 1 M�1y,� 1 ! m�� 4 i ,f�.yn� i + �f�n, i, 1 t e�n ECU eM� 1 1 n�l,n/� �I 1� L7lr EII 1 1 1 -KW t ! 1! 1 7V.Q -80.0 Ell "i1V.0 1 f -tiY.Q + + -OY.Q f ! YN.Q .9D.0 + f -80.d �! 1 -i1V.Q 1 1 P08 P08 P08 P08 POS P08 -90.0 75.0 700 70.0 -80.0 -78.0 70.0 70.0 -90.0 737 70.0 70.0 -90.0 .67.9 70.0 87.9 -90.0 -59.0 70.0 59.0 -9D.0 -52.8 70.0 52.8 -90.0 -49.9 70.0 49.9 -90.0 -48.4 70.0 48.4 -90.0 -43.5 70.0 43.8 -90.0 -41.1 70.0 41.1 -90.0 -38.8 70.0 38.6 SCI ® >� m� !A IMO teb +119 +I1 3I�n�331CP]�m��ttC 1�13�i1!1�III]LflC 7II�7!:�]7f:Y]�CLT�337 b7�Cit:-��i1I[�I7 �II Imo77:7 �]EL1 MIMED En ++imci 11 Ii111 •1 Ea/ 1+Erg3f +1 u,...1 111E11 !1 IEIED 1+ ,+1E3J 11 i -80.0 .' ' -90 .0 + 1 -90.0 + + -90.0 EMI -90.0 1 + -90.0 ! 1 -90.0 1 1 .90.0 1 1 -90.0 + 1 1 1 ice+ ) a 61 IU EEO Ian ;,1 1 1 1 ELM f 1 ED r 1 :i 1 1 1 rail , i EnE Ell IMl, El] i,i.L1I i 1.. ET1 MI KAZ El'llEli'liil�lE 7 + nL n :n 71E IL�11 fl 50 E LfLIMIEISAElILIDEM7Ml ryi:n�� il�l19 1 + , 6IT13 + l + 1 IEEI 1 1E 11E11 17 1 1 II Ent EZn1E0E10l ET al�.Il1SiiLL•dI4 n + + _Ell 1tulT+I MI E DET..1 MA Y�•iEl• 1 1 i71nILrn M.L+'ai 1 f 1 { �`'\ 4`=•n.li_.: T EA"�1�.•1:1 L�'�S'. ED r,.23 Ell 1E23 MO E22 Ell ILI Ein ED En Exacm i + o&: 1 m CD 111E111111 cla Ell EID EZE1 1E11 ED En ®fall® IE23E 3+ 19 ®�Q+ri EMI': ?.EIE®C�- IL! mLi•7[ n 1L IIEEEIL ]E ilEU EA] Ma,E,, Q]iu1 C: If] 11f a ilEtAI NE C ED 11231�iD 1 1�E.1;�3En 1E131,� �11� 1�9�..��7F �EI� EBB Fi D EEO i c+ f I Ell 19� 7�'��I��ID��ED ►!�} 1 Ell ED Eal Ell i1:1'I ETD ED E3)z3 IF/11157214 Ell + f W , 1'l! ii. 'E7/3 En E 1 Ina R211 ED ELI Ems] EMI L 71EDE33E 37 EaI Ell E 3LLE3'EMIMIEllEX1 1 En 03 ZED c1<nE E331933 ED1911 + f + 1 1 ErID 71am aEnE03 E ll1 71 + f 103E!']�-��7/_ E23 ED I. 1 En i F 1. ETD « i E MI EEO Ell EMU MIEMI ETA :K 1 _:1 1 1 r GM C1C`.i L..^.•1 l':1�1 rE1 E:a•n�L:•�� El 151111123 E EY] raImaEr lIE?a EllElnE3E]ElnM3MEDEnM3EstiEsLIE 1Q3:i�-� 03 Ir D1E33 f 1 C7�1E13E ED3F�^^.1!y;!77E �+7��c�]F�n1EDI Ell EEui!J1r^c��IIan i Ern ED �7��.7 �}� t }�7 ry (I ETD , ! ED :!f f 1 , kZs+l no 1L•3I E(LGJ En Eon Ell !moral Ear]MI. EXI ®E21C i r"l+Dl Ern M3M3 E:1 :91031:_•3 ®123313 ®ilfl i71®M3 1113103E l 123 IMO ED m ED ®®� Ell ® ®® Era II MI ® � Ell �� ® ®®fra]11 3ED1E 11711 ® ®®® Lam+ I ®i3 -�- ESE EOM MrEl ED lEEI MillEfialainIEMEXIIED ED ®I��' ei1f 3 EX3EM1u�7E�II i® 1m® C®TT-]E��G ED 1E11E11 ErEMME1' 3• ®C�i• ED 111111 -• !MEM Cal EMI EMI EID MIItt 1MIE2 JLx1 J hlF7f 7E L21E ' 03ET' IL ] 43031 M7 MEtK Mil 1 1 31Qb71 um ! goo 1E0 19 ED I i i M33 u�l 7 Ei e] Mil FZ•�1 E r MCI 1 1 E.uICMI IIIII IFIA E23 1 i+. :A� 1 ED iiEna +, E lE:43 c[� Ell EINETI[ 7E+7 IED Ell EIILII]E'._]► L 76.0 700 -76.0 70.0 62.4 62.4 -78.0 700 -78.0 70.0 -78.0 70.0 -58.4 _78.0 58.4 -83.3 63.3 70.0 -75.0 70.0 584 -76.0 584 70.0 -53.4 -78A 53.4 -50.0 00.0 -48.9 46.9 .44.3 44.3 41.9 41.9 55.0 -55.0 55.0 -55.0 55.0 -55.0 65.0 -55.0 56.0 -65.0 65.0 70.0 -75.0 70.0 75.0 0.0 -76.0 70.0 -78.0 700 9Q -90.0 -90.0 -90.0 58. -55.0 85.0 55.0 -sae -90.0 -90.0 101 631/8 661/1 57 561/2 108 3/8 108 ••85.0 -90.0 -88.0 05.0 -90.0 -900 -90.0 400 68.7 -90.0 50.0 68 6 -65.8 68.8 -38.0 EK -68.0 56.0 52.6 Irt -90.0 -91.0 -63.8 801 -98.7 •88.8 69.8 120 -900 -90.0 -90.0 -90.0 66.7 -65.9 55.9 -88.4 -90.0 -90.0 -88.1 59.1 60.0 TABLE 7. 0" 8.;1/4- /2 -1/4 XOX" WINDOWS D. 7M1AbI .090 18"113 GLAZING OPTION: (9/18"HS ,3! ) TEST REPORT: FTL -3880 ALL "O" SIZES UP TO 80" WIDE 83" HIGH AND ALL 1IM- 12.114 X0X" 317FS UP TO 120" MEMO" HIGH 1- 90.0170.0 TABLE 7A "0" 51/4-1/2-1/4 BOW' WINDOWS TEST REPORTS: FTLA607, FTL -4608 GLAZINC(bLSTIONB: D. 7/18" 1.43.5 (3h6"HS,.090,5H6"H 0.13/16" LAMI (1/8"A,AIR 8PACE,7H8" LAMI -W/ 3/16"HS,.090,3/16"H8) ALL "0" SIZES UP TO 60" WfDE x 76" HIGH AND ALL "1/4- 1/1.1/4 BOX" SIZES UP TO 120" WIDE x 78" HIGH 1. 85.0165.0 xlit .K amino t FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 114" S84 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 88.6 P.S.F. Dow asestaxa C NO CHANGE VIN &EV tastasta MO 0 MINOR ANCHOR $ AM) ADD Fr n OPTION eatin 1804/11 3 NO M AW 8 7 N 559387 Vsta MO adz oma.eU+ z I weoor oNve NOIONS. Pi Steni F.A. 4$S8 , Fr.9474 Y[db(y 8689• x 2 0 4 x O PRESSURES O& 1/4- 1/24/4XOXCONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Saisaada CA-740 NT3 7 or 13 ( 70484 PRODLIDTBSVISED con‘plyias with Muria* Building Cado Aocap oNo .• 11 II 1 1 Nq.68705 A.1 i .5. 24 88765 COMPARATIVE ANALYSIS TABLE 8. °XO" OR "OX" & "1/3- 113 -113 XOX" WINDOWS TEST REPORT: FTL -3682 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.080,118"HS) 9(0" WIDTH 1(0X" WIDTH HEIGHT 26 31 38 383/8 43 48 _ 505/8 54 57 60 63 NEG POS NEG P08 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 561/2 A -75.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -78.0 70.0 -75.0 70.0 - 76.0 70.0 -76.0 70.0 - 76.0 70.0 48 72 A -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 75.0 70.0 75.0 70.0 - 76.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 _ 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 531/8 792/3 A 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 - 75.0 70.0 -72.1 70.0 -89.5 69.5 - 87.5 87.5 58 84 A -75.0 70.0 75.0 70.0 - 75.0 70.0 - 76.0 70.0 -75.0 70.0 - 75.0 70.0 - 71.9 no - 87.7 87.7 - 84.9 84.9 - 82.7 82.7 -80.4 80.4 80 90 A -76.0 70.0 -75,0 70.0 -75.0 70.0 75.0 70.0 - 75.0 70.0 -68.4 88.4 483.9 83.9 40.0 80.0 - 58.6 58.5 - 58.2 58.2 - 53.4 53.4 84 98 A -75.0 70.0 -78.0 70.0 - 75.0 70.0 -76.0 70.0 -71.1 70.0 -81.8 81.8 - 58.9 58.9 -58.1 58.1. - 63.8 53.8 - 60.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 75.0 70.0 -75.0 70.0 - 76.0 70.0 -88.4 88.4 - 582 58.2 -85.8 55.8 - 52.8 52.8 - 49.4 49.4 - 46.9 48.9 -43.1 43.1 70.917 105 3/8 A -78.0 70.0 75.0 70.0 -75.0 70.0 -71.8 70.0 `-81.8 81.8 - 55.1 65,1 -51.9 51.9 -48.9 48.8 -48.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75,0 70.0 -75.0 70.0 - 75.0 70.0 - 70.4 70.0 -80.4 80.4 - 54.3 64.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A 76.0 70.0 75.0 70.0 -73.7 70.0 -87.9 87.9 -59.0 89.0 - 52.8 52.8 - 49.9 492 -48A 48.4 - 43.6 43.5 -41.1 41.1 -38.8 38.8 .1 3 0 1 3 x X 0 TABLE 9. "X0" or "OX' & "1/3- 1/3 -1/3 XOX" WINDOWS • TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 8.8/18" LAMI (1/8"H8,.090,1/8"HS) E.13/16° LAMI (1/8°1-1S,3/8" SPACE,5/18" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL 9(0° OR "OX" SIZES UP TO 74" WIDE x 83° HIGH AND ALL 9/3-1/3-173 XOX" SIZES UP 10111" WIDE x 83' HIGH -78.0J 70.0 TABLE rb. "XO' or "OX" & '1/3- 1131/3 XOX' WINDOWS GLAZING OPTION: C. 7/18" LAMI (3/16'A,.090,3/16'H8) ALL "XO° OR "OX° SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3.1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63° HIGH -90.01 70.0 TEST REPORT: FTL -3580 TAME 10A. "X0" or "OX' & "1/3- 1/3113 XOX' WINDOWS TEST REPORTS: FTL-3580, FTL -4807, FTL -4808 • GLAZING OPTIONS: C. 7/16" LAMI (3/18 "A,.090,3 /16' HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /18" LAMI -W/ 3/15 "A,.090,3 /18"HS) NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" S84 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 512 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. ALL "XO' OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL'1/3- 1/3 -1/3 XOX' SIZES UP TO 111' WIDE x 76" HIGH 1.55.01 56.0 Pad* Oar Rake= FA N/EM C NO 7F08814EET weep o' ways lup FJL .04 MLA* �1Z02 Iltificest D CHANGE ANCHORS AND ADD 73' HEXED' OP TI ON ,ORNr1 E NO CHANGE DES SHEET Ciadollto Cate 1070 TECHNOLOGY DRNE N8xOA98 R 34276 PA BOX ME MODEM 1L sore VDEhtr Reiter PRESSURES- X0. OX, & 1/3.1/3- 1 /3XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT egxemode 0A -748 N781 8 e 93 167 7048-8 11 011ItH444,7 NO. 58705 '* PAX 587019 COMPARATIVE ANALYSIS TABLE 11. " XO" or "OX" 8 "XOX" UNE UAL UTE WINDOWS TEST REPORT$: FTL -3680, FT--3882 FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 8/18" LAMI (1/8"A,.090.1/(11S) B. 5/18" LAMI (1/8"HS,.090,1/8"HS) G. 7/16" LAMI (3H8 "A,.090,316'HS) E. 13/18" LAMI (1/8"HS,3/8" SPACE,6/18" LAMI-W/ 1/8"H8,.090,11891S) F. 13M8" LAIN (i/8"A.AIR SPAQE,7/18" LAMI-W/ 3/18"A,.090,3/16"146) WIDTHS "COX" VENT FIXED 89.284 19.126 31.014 88.919 24 38.919 85.973 27 42.973 106.849 30 48.849 116.892 32 51.592 122 33157 54.027 123.135 34 555.135 128.000 34.791 88.418 150 35.598 58.209 130.378 36 58.378 134 37 80 "XO" 393/8 505/8 54 80 EME 7I- 13i1]!0 Gal 03 ffel MI= 123 E; a1 PQ$ Q MI En El] EZEI '1 *1�50 1 , eZ 1 , : -64.9 64.9 -60�'..0,�'� 90.6 E0 MEn EMM I IOU ROM EMI 11 -90.0 Ezn !min -90.0 Ern -90.0 Eli r 1 -80.0 Erll -90.0 FM IMMO 87111111 Ell ILIIIEffn ED {EE:�3�tI E � � 1EQ1'.1ME i ma= IMO 7�', Eil0�}��E- 56.9�fl /� ETZ�' r 7"� EI]Q1<7I�FI 1 Entail �/FILI! � ' 1 MU I 1 1E11 , , �aMn�1��a'��a:�1{{K^}ME��U EU El4 -90.0 FM EDGED R::Pti '' :, 1 r, MOD ;41 CO -80.0 Ell E:1:O EMI E F •.l MI ED WO 40.6 80.5 EMI FF1E11E11 r 3In 42.6 [ ] -49.1 Ell IEE1 MED M I VIII Ell] 110 ��.0 MI ET; 1 1 1 1 1 / Ern �. 1� Ell E. 1 M� ,�1 1E i I1 {I. KM n, 1 ■1:d71c:Ri1'laI Y.'.1: •11 1 , T.I Ell :1 : ! 1 L _ IEZI1 ®i , i FLU ® + ' ®EI] N2111 EII itcD3 �c7a�i IEEIO i�t��7�a��rl ETU '��, `�iE i IFEEI /n•'� r ' Qi�� •38.0 E l CU EMI ' ' Erb E 37 Ea] 1 1 EiTI ' 1Eill ■1'X'1 Uri ' ' iiU1'lfs.,� U En , , 1 1 1E31103 E ,°i CB f nom nu m] ' MIM EI]EAMI !EOM ' .89.7 cm -66.3 66 .3 MI MI WM6Zn Ell lEnE 7ernI:13E31QE EIEMIrin1 ErnntiCmi CJEl Ell ED Ell [3!3 ECU Fill 1E1]E 7 Ell CU EMI 1511 III] 1E13 easEIEM IWO Ell iffn Ell [U 40.0 Ell -90.0 ECID -90.0 Ell Ell Ell IMO F + FOAM ' ' EMI MIMI MEM inn CO KM CM Eln Eg/ En Ell EMI En EMI lIZE Ell En MEI IEn egii ED Ern Ina 031 EMI En Ell Ell Ell EMI En kW ED EM EM EDF/nun fin MO En EU EMI Ell En IM En -es ED En Erl En Enna ninon Eno EXI Via EH I�ffli]Fi�]�CUEQll3lE MEEK] ECCt ]MU11E11E93E�-M EMI E�Am EMI 7IRE i ! A:IS�ISI] "E 4 Ell E�IU Ell ' ' Ea] EMI E/�' Ian Erlli]II: ]YlnFM E( nV nld EI EU .80.0 Ell EID Ell 90.0 Qin -85.0 Eli Ma En ran= cm I XI -80.6 En EME 7 t'xiC7311 E14 Ell EX1 E? iC'.UIEI2:�CQ3�E,a�iitailEEO EMI�'l��CfTlVT!En Ent F -38,0 Ea] ErU1E13 ' 1 �I�Ldl Ell 1E:bl > i 51751 , 1 15115■L•5l11:d1�1E11EU&MEEEMEll EfiXI 1 1 102 -90.0 kill -90.0 En -90.0 + + -92.8 EE Ell Er A ELI E`i7En Enka] En En E 1 WS L I B� , � r �� I E 3 C I0E1C?H I t I l E fI EEDO E Z 3 E� I I C ' . O E l E l :7®E nEn En En a'-�Ell <Ln EffI ' ' Y.td'J 1 1 , E n ' ' Ei ' Ea Ell EICI Eli] En EIS E1:1 EUCU ofa , 1 -80.0 En 40.0 En EFIE)En E ] EM EM -80.8 En E ma LEE] On EMI EIVEI7 ]r 7 +� EE��i��C 7EDOEE7ET 7C 1:233 EMI EMU E 3E1�i E�ttzfL!3J1 IE nEn EI 'E.EI Er=3�WOCM' ft1:R'J 1 r EO 1 1 EME 4 En , 1 E , 1 EllEiLlEn " t ME�E••n•1ETT4J IM/ -90.0 1 /E1 EMI En CM En En Ell Ell MI Ell so.. MI 1=1 En Ere MEiL'11'i ' ' dLtiJEMI EM Eaa•n•,EM EDI E EI En Etlli• Ell MEI En NILAfl un rin Mk ':11Qn :ti,Qm E 7 F i ' a 7 • f E O Ell E 3E MI En En E3afIElIEn En MUM ET 67 72 7 50.5 & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. POS NEQ PO8 JEI] 1 ErlIED EMI Ell E131allEla EMS ■ MOM E11,, 6 Ell FM EIENSE1 Elf EIlf3 mem m ern mi 1 mama MEM rump mai urinal norm Ell mann -66.0 8 55.0 56.0 -55.0 85.0 -60.1 *11 '.1n..Eiff2Y.ii.wirW,"61-14l,"'71g47111,-Ealai_t<R2 GLAZING OPTION; D. 7116" LAAAI (3118"H$..090,3118"H8) ALL ' COX" SIZES UP TO 134° WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 50" MAX. FIXED WIDTH AND AU- 1(0" or "OX" SIZES UP TO 97" WIDE 83" HIGH WITH 37" MAX. VENT WIDTH ANON" MAX. FIXED WIDTH `40.01 90.0 TABLE 12A. ?CO" or "OX" & %COX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580. P It -4007, FTL -4608 GLAZING OPTIONS: D. 7/16' LAMI (3/18"HS,.090,3/18"HS) 13/13" LAMI (1A3"A,AIR SPACE,7/18" LAMI -W/ 3H8"H8..090,3118%1S) AU .1(0X" SIZES UP TO 134" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37' MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 1.55.0 68.0 fat 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4 TAPCONS OR 114" 884 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 012 SCREWS, DESIGN PRESSURE I8 LIMITED TO 60.6 P.S.F. tbn Oft 0 ROOHANG87HI8 SHEET xn"eY PK (04921 D CHANGE ANCHORS AND ADD 76" NNW OPTION ox. * 4M a NOCHANGE THI9SihET F.K. 287412 aM"maax deog lbsepika 4 .7 44.0 41.9 1.5 40.8 x x UNEQUAL UTES 0 UNEQUAL UTES Q x UNEQUAL UTES 107071CI NOLOGY ORM PRESSURES- UNEQUAL CONFIG. XO, OX & XOX WOWS, P! 842x6 Pa, 98QQx ,� ALUMINUM CASEMENT WINDOW, IMPACT NDxC►11Q P4 $W4 Bduar CA-7 ° I NTB I B a /3 75454 E PRODUDTRBWS80 aa1fOAeP1 MaxxxxoNe E® • I�gg en Co"co1 P.E.468703 REFERENCE °XO'& XOX"FRAME ASSEMBLY DETAIL, SHEET 11A MAX HEIGHT (SEE SHTS. 3 & 4) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYUGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION -XOX "'REFERENCE 'IOC FRAME ASSEMBLY DETAIL, SHEET 11,E WIDTH (SE HT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT T MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION -X PRODUCT as with the Plaids eanu r (I Aneptuto No VERTICAL SECTION FIXED UNIT C Rofalari n SHOW TOP HMS MANI R E MO SHE Ha REFS AWADDITEM$9 NO .011/WeS MIS *PEET F..016 K ZS7# r 07 � NOKOM , F4 3 5 m M01� P aqA Plf SQ M�4 a sazT4 vbtbb Better SECTIONS ALUMINUM CAS/ WENT WINDOW, IMPACT NTS 1 0 ' 13 } 4' 7048.8 101 LYNN ' i ' 4t0EN '. * i A10.687Q6 . .. VeIcitaC FRAME ASSEMBLY TUBE, MAT'L: 6063 -76 #12x1 P11 TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB / "X° FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L:6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN NOTE: ALL ALUMINUM SHALL BE OF 6063 46 SASH FRAME TOP OR BOTTOM RAIL #Sx1 QUAD PH SMS (2) PER CORNER °XO" &'XOX" FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .056" CASEMENT BACKING PLATE MAIL: 6063 -16 DWG# 7071 A34 7 2.854" .082" 1.159° 2.139' OSASH FRAME HEAD, SILL. JAMB MAUL: 6063 -T6 DWG# 7003A 2.919' 2.784" 0 FRAME HEAD. SILL. JAMB MAT'L: 6083 -T6 DWG# 7002A 2.784" 8 FIXED FRAME MEAD. SILL, JAMB MAIL: 6063 46 DWG# 7006A 7001%9 atisee BOft adw1 a e NO CHANGE 9N(8 BNEET ITEM e9 ADD NO CHANGE THIS SHEET Canductasc bar TEDHICACOY DANE P.A 98i 14861, Bettor EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 1 NTS f I11 el 13 ( `4 7046.8 PARTS LIST ITEM DWO PGT. # DESCRIPTION 7002A MAW FRAME • HEAD, SILL & IAMBS 2 1155 781PQA 68 X 1 QUAD PH SMS 7008 FRAME CORNER KEY 4 1/2'XI/2"Xl/8" C.OSED•CEL.LFOAM TAPE 5 7003A SASH • TOP, BOTTOM & SIDE RALLS 6 1155 781PQA 68 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAX@9 MULTI-POSIT LOCK 10 7026 LOCK SUPPORT PLATE 11 610-24 X .562 PH, P14. TYPE F 12 7014 MULTI -LOCK KEEPER (R,H. & 141.) 13 1157 78X78PPSMS 68 X.875157. PN. SMS 14 7013 TIE BAR GUIDE 14 7015 BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 OPERATOR GASKET 19 7031 BACKING PLATS 20 ,98.32 X 375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.iL & R.H.) 22 7858ZA 98 X 558" FLT. PI L SMS 23 7033 OPERATOR TRACK& SLIDER (DUAL ARM) 24 25 7023 jSNAP•ON HANDLE 12° HINGE (HEAVY DUTY) 26 71081211" 610 X .500 PH. PHL. 30 5/16" LAMINATED (IBA & I/8118 GLASS) .090INTERTAYER • SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/81111& MRS CLASS) .090 IN79:RLAYER - SOLUT1A OR DUPONT PVB 32 7/16° LAMINATED (3/16A & 3/1618 GLASS) .090 INTERLAYER • SOLUTIA OR DUPONT PVB 7 /16" LAMINATED (3/16118 & 3/16915 GLASS) .090INTERLAYER • SOLUTIA OR DUPONT PVB 7036 GLAZING BEAD (5116') 41 7042 GLAZING BRAD (7/16") 43 I224 679247 VINYL$ULB WSTP (THICK) 44 SILICONE • DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 SCREEN FRAME 51 7040 SCREEN CORNER REY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE • SERRATED 331 60976 CASEMENT SCREEN OLIP 55 78x12PSTW/B 68 X .500 SQ. PAL TEK 843 67 7004A CASEMENT FRAME ASS'Y. TUBE 7I2X1PPT 612 X 1" PH. PHIL TEK. 7011 LOCK SUPPORT PLATE 70 7012 LACK SPACER 71 7019 711373 SNAP -ON T HANDLE KNOB 7018 71113110 FOLDWOHANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPT1ON 73 7023 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 68 X .750 QUAD PN SMS 80 7004 PDCED WINDOW FRAME • HEAD, SILL & IAMBS 81 1155 781PQA 68 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7003 INSTALLATION HOLE COVET( 85 7047 67407 GLAZING BEAD (13!16" LG.) 13/16" LO. GLASS (1/8"173, AIR SPACE, 51164,AM))5/16" LAMI" (2) LTTES OF U8"IIS GLASS WITH AN.090 INTERLAYER • SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"V3, An SPACE, 7 /16°LAMI) 7/16" LAMI = 3/16A & 3/16HS GLASS W1111 AN.090lNTERIAYER- SO12/I1A OR DUPONT PVB 88 13/16" LG. G ASS( 198" HS,AIRSPACE,7 /16"LAMI)7116"LAM.= 3/16118 & 3/16913 CRASS WITH AN.090 INTERLAYER • SOLUTIA OR DUPONTPVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .708' .050° .885° 1 Q8/16° GLAZING BEAD MAIL: 6083 -T6 DWG# 7038 A 41 7/18 GI�7 tQBEAD MAIL: 606346 DWG# 7042 .040" .423° CASEMENT SCREEN FRAME MAIL: 6063-T8 DWG/17006 ° i"' .172° 870". , �.....xp„ T74 .869" 0 13/16° GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" 1.124° INSj l N HOLE COVER MATT•: 6063 -T6 DWG# 7007 2.701 .093° ° CASEMENT FRAME ASSEMBLY TUBE MAIL: 8063 -T6 DWG# 7004A Simeleta FTC Dow 7/59473 0 NO CHNOIE 1493619980331 ar ara 64 a R7N wow D S_ NO CHANGE 71I SHEET m... 1 F.K 609102 ADD EOM TO 5956144, 861QONEAND ADD ITEM N NUM AAD 89 4 viro 7505101.01W DRIVE m5045491.842711 P.O. Mel87a NOK0199. 5134274 PARTS UST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT o4-Dio t o $1 2 d 13 I 7O468 E PRODUCT REVISED asaamilying withal: laiida - AaaaptaxoaNa sue` • ' S* .. /e<0 1/ * ; '• 1410. " /,,,ONAL e ,0 a 1 t hWaal ,6,668708 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM r- 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM ASEE NOTE 1 SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r- SEE NOTE 2 1 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1..114 MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX SHIM ASEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 114" MAX SHIM ASEE NOTE 1 I SEE NOTE 4 SEE NOTE 4 ....� 1 1/2" I._ MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 --•I MIN. FIXED UNIT FRAME TO CONCRETE 11 1/4" MIN. FIXED UNIT FRAME TO CONCRETE Wl WOOD BUCK LESS THAN 1112" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE-FLEX SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WH6SE TOTAL THICKNESS IS LESS THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/? THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. lined* Mk Fx mum O NO, CHANGE 7M9 MEET ammo New FJL 122,01 0 REVl8ENO7E8MV MOVEVf6'rAPCON88/f4 aft .LL U204fl f N,tlwm NO MANGE Th1$ SHEET tustabe 12,f7/02 amekslAg mt worEolimaranivE P.O. t4. $ fb98 274 w„bb getter ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT saracr e GA-740 1 Nrs i 3 0 13 j 7D45.8 IE PRODUCT ligVISED •" QC� Baas Cads AmpmceNo 24'0/3 01.1%11111ff /1 *1 58708 IF» P,iQ.O BB70s BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION NOTICE OF ACCEPTANCE (NOA) Industrial Millwork Corp. 880 US Hwy #36 Seneca, KS 66538 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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. DESCRIPT ION: Series " Tener" Wood Entry Door — L.ALL APPROVAL DOCUMENT: Drawing No. LAG -TEN, titled "Tener Wood Entry Doors", sheets 1 through 9 of 9, dated 04/05/04 with revision #1 dated 7/22/09, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, 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 Division. MISSILE IMPACT RATING: Large and Small MIssie Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04-0427.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buiklingcode APPRO'V'ED' NOA No. 09- 0511.05 Expiration Date: August 5, 2014 Approval Date: August 19, 2009 Page 1 Industrial Millwork Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAG -TEN, titled "Tener Wood Entry Doors ", sheets 1 through 9 of 9, dated 04/05/04 with revision #1 dated 7/22/09, prepared by Bromley -Cook Engineering, Inc. signed and sealed by William D. Cook, P.E. B. TESTS (41d submitted wider previous NOA #444427.05) 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 24113.2.1 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of a stile and rail wood entry door, specimen # 1, prepared by Hurricane Test Laboratory, LLC, Test Report No. ITL -0210 - 0422 -03, dated 04 /17/03, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 2411.32.1 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of a stile and rail wood entry door, specimen # 1, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0210 - 1206 -02, dated 12/04/02, signed and sealed by Vinu J. Abraham, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a stile and rail wood entry door, specimen # 2, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0210- 1206 -02, dated 12/19 /02, signed and sealed by Vinu J. Abraham, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a stile and rail wood entry door, specimen # 3, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0210 - 1206-02, dated 01/10/03, signed and sealed by Vinu J. Abraham, P.E. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Resistance Test, per FBC, TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, per FBC 241132.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a stile and rail wood entry door, specimen # 10, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL -0210- 1206 -02, dated 01/31 /03, signed and inu J. A : P.E. Mane 'er -' Product Control E : er NOA No. 09-05 1.05 Expiration Date: August 5, 2014 Approval Date: August 19, 2009 E -1 Industrial Millwork Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) (All submitted under previous NOA#04- 0427.05) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 24113.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a stile and rail wood entry door, specimen # 1, prepared by Hurricane Test Laboratory, LLC, Test Report No. ITL- 0210-0909-02, dated. 09/06/02, signed and sealed by Vinu J. Abraham, P.E. 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a stile and rail wood entry door, specimen # 4, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0210-0909 -02, dated 02/17/03, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Bromley -Cook Engineering, dated 07/22/08, signed and sealed by William D. Cook, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0709.04 issued to Nebula Glass International dba Glasslam N.G.I., Inc. for their "Safety Pins if Laminated Glass" dated 09/11/08, expiring on 08/07/13. F. STATEMENTS 1. Statement letter of conformance dated February 21, 2004, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated February 21, 2004, signed and sealed by William D. Cook, P. E. G. OTHERS 1. Notice of Acceptance No. 04-0427.05, issued to Industrial Millwork Corp. for their Tener Series Wood Entry Door, approved on 08/05/04 and :Tiring on 1 9. Manuel ' erez, P. Product Control Exam NOA No. 09-051 Expiration Date: August 5, 2014 Approval Date: August 19, 2009 E -2 tl)♦ swum ELEVATIONS VIEWED FROM EXTERIOR OUT -SWING DOORS SHOWN IN -SWING DOORS ARE SAME DETAILS EXCEPT FRAMES ARE INSTALLED REVERSE FOR IN -SWING DOOR THRESHOLD SEE DETAILS 2A & 3A ON SHEET 4. 1) THIS DOOR SYSTEM TESTED FOR LARGE MISSILE IMPACT. SHUTTERS RE NOT IAN THE O REQUIRED. D LOADS SHAD. NOT EXCEED THOSE SHOWN 2Z THIS DOOR DESIGNED TO COMPLY WITH THE 2007 FLORIDA BUILDING C HVHZ REGION. TESTING AS PER DADE COUNTY PROTOCOLS PA- 01,202 &203. 3� WOOD BUCKS 8Y OTHERS MUST BE ANCHORED PROPERLY TO 44)) SEER LO TO RECORD. STRUCTURE. BUCKS SALL BE DESGNEDESNY EIA MMENTFASTENERS A SHAM TERRA. EXCEED H BE ANSPACING. ALAU. RE�N A OR STUCCO. S 33% WIND LOAD INCREASE NOT USED IN THE DESON OF THE AND ANCHORS. jYP1c6L GLAZING (SEE GLAZING DETAIL °413") 7/16' LAMINATED GLAS -LAM °SAFETY PLUS" 2 - 3/16" YEW. 00° POLYESTER RESIN CORE - 1TH.010 PETFILM -31 TEMP. - P.E.T. FILM EXTENDS 1 1/8" PAST GLASS EDGE TT?. - INSULATED GLAZING ‘SEE GLAZING DETAIL "5/3"1. 1/8 ANN. - .t1228A"S 0P L TER RESIN CORE WITH .010" PET FILM .1/8" TEMP. - 1/2" AIRSPACE - GLASS EDGE TYP. TYPICAL gym PANEL (SEE WOOD PANEL DETAIL "4/4') ® RAISED MOD O NELTERAHOGANY SA" THICK O EDGES DOOR GLAZED OR MAY COMBINATIONS WOOD PANEL REFER TO SHEETS 8 AND 7 FOR PANEL OPTIONS MAXIMUM ALLOWABLE WIND PRESSURE FOR LARGE MISSILE IMPACT DOORS: SEE CHARTS ON SHEET 9 HARDWARE: G-U : MULTI -POINT HARDWARE W & F : MUL1I -P0NT HARDWARE KYAKSET TITAN SERIES CYLINDER LOCK & DEAD BOLT GRADE -2 OR SM. SEE SHEET 2 FOR DETAILS ENLARGED ELEVATIONS OHM road ZA^^ -ACTIVE- r -MAR-3 Mit LOCy t! MAQIUN SIDE gas hIAnuE LEAN O.U. DO= AMINO FLUSH BOLT. WEAR MAN 5ERES COWER LOCK & DEAD Bp.T W iNAGN4JM IDE S BOLT 0 MEAD MD ®.i. VE LEAfs O.U. DOUSE ACTING FLUSH BOLT Near B PONT 0008 BOLT INACUVE LEAPS O.U. DOUBLE AC140F 801T. S SFE £M.AR4 Fl [�t j ■ la—e • • . , n N fFj �/ I 1 w. / ! 1 i/ ,x[JI % Vr of i 11,4 ups IIII S3 /It`. a PEiBAIETER SEALANT (Tm) v , • , � ear � .. ��' � i `.fir r1 GLASS �7E �.` 111 10/46;t; 1/2• MAIM TAPE EXTERIOR QINSULATED GLASS DETAIL FOR IMPACT DOORS %41,- GP((il �vrw�.ai \ % /, " "11 FORMED AIWA. ti e d • • [c� SILL PAN TYP. , a' 000 000 000 000 000 000 000 0-35 0-36 D -43A 0-44 0 -46 0 -50 oa oa IOuu D -68 D -80 D -82 D -83 0 -84 D -86 0-90 D-IO0 0-102 0 -145 0 -146 0-182 0-183 0 -200 0-222 0-224 0-226 0 -382 NOTE: DOOR PANELS MAY BE RECTANGULAR OR ROUND TOP APPLICABLE SOLID WOOD RAISED PANEL DOORS 0 -384 0-493 0 -581 0-584 0-947 1/8" x 1f1 UEF ,inns DEI 0 1/4' JNSWINGTHRESHOt.D. 1/2' {' L I OETNL_ °?(4° QDS 850 FOR PLAN�r • i s ;- T Au. T HEAD kia `�l HOLES 3/15' \ \ \ \ N s...,.„ OR 4 1/r 5 14' tit1. III MATERIAL LIST 1. SIDE &HEAD JAMB (1 lie X6114"(MIN:)RABBETED & Kelm MAHOGANY NOTE WOOD SPECIES OF EQUAL OR GREATER DENSITY MAY BE SUBSTITUTED FOR ALL WOOD CONKS 2, LOCKINGHARIXNARE 2A. G.U. HAS CREDONA R2 (8 POINT) 0008 BOLT SYSTEM WITH LEVER HANDLE & STRIKE AT 38" ABOVE BASE OF ACTIVE DOOR AND SHOOT BOLT MORTISED INTO DOOR PANEL WITH TOP AND BOTTOM STRIKES. 28. W & TRIENNIUM MULTI.POINT DOOR DOLT SYSTEM WITH LEVER HANDLE & STRIKE AT 3W ABOVE BASE OF ACTIVE DOOR AND SHOOT SOLT MORTISED INTO DOOR PANS. WITH TOP AND BOTTOM SW0E8. 2C.TTTANICYUNDER LOCK& DEAD BOLT (1B 36" & 82" ABOVE BASE OF D00R 20. MAGNUM SLIDE BOLTS ( TOP & EOTTOM 3, DOUBLE ACTING FLUSH BOLT BYQU. AT IRE INACTIVE DOOR WITH TOP & BOTTOM STRO(ES 4, STEEL HINGES41l2"X4lirX3132 mICK LEAFS ( GE NERIC) PAINTED'STAINLESS.STEEL,OROTHER 5. STRIKES: MADAM, SILL BTTBKEPLATE. ALUMINUMBAR0.12W THICK X1 ire x8' 6. GLASS: SEE GLAZING TABLE ON SHEET 11 7. 6° X 13E' 606 ALUMINUMdBUIMPER TMESHOLD. 8. MAHOGANY/ °AIO M 9206311EALLEINEM 1HRESHOLDCAP; 8. 211W X 611W (MIN,) MAHOGANY STILE 10. RAILS: A 21/4I'X8114°MAHOGANY TOP RAIL. B. 2114AX 10° @MIN.) MAHOGANY BOTTOM RAIL C. 2 114°X.8 (MIN.M6AHOGANY INTERMEDIATE RAIL (40RIZ OR VERT.) 11. GLASS STOP 011Wx 62" OR60PX 314° 12. ASTRAGAL 2°X4 3 WITH 2 11W RABBET ON INACTIVE &DEAND25S' RABBET ON AC71VE'SIDE 13. WEATHERSTRIP 6/8° Q0.0N ODS850. 14. TOP / BOTTOM DOORGUIOE REINFORCING UP TT9K. STAINLESS BTEELx IMO 11/67 WIDE 16. PANEL LAO BOLTS A. PANEL318"x5 STEEL. LAG SCREW B. PANEL367 x97 STEM. LAG SCREW C. PANEL NW x12° STEEL. LAG SCREW 18. DQUBL.EFAOEDTAPE 17.4dX 1114" FIN1816993 NAL 1" FRCNI CORNS S AND SPACED MAX. 21/2" Q.C. FASTENING GLASS STOPS TO PANEL.B. 18. SOLO) MAHOGANY RAISED PANEL -112° Mt @ CENTER, 618° TWO EDGES 16. NOT USED 20. 810821/W F.H.S.M.& (3 PER JAMB CORNER FABTENINGJAMB TO JANE. TYP. 21. NO. 10 X2" PFHSMB FASTENING. REINF. TO DOOR RAIL 22. NO. PR4SMS FASTENING STROKE PLATTE TO }1EAD JAMBANDELL (2 PER PLATT. 23. NO. 12x21)4 PERSIA FASTEN @IG STRIKE PLATE TOHEAD JAW &MEW (SDREWS PENETRATET#IROUGH JAMB'& INTO BUCK 112°). 2 PER PLATE 24. NOT USED 20. NOT USED 28. NO. 105Q° TO INACTIVE PANEL ASTRAGAL (1" FROM END, BALANCE ®'11* OiC• STAGGEIRED. MIN4 27. NO. 12XX. 3/ 4" FHOESFASTENIIO HINGE TO JAMB (PERF01GE). E L 12X7 VC g O H T ' o i M A I (PER4 .FASTENERS:MUSTPENETRA'18 SUCK WON.1IM" 30. NOT g � Ag �gp o �l QQp( �g�� g � /�"�pN 31. 211 2" MIFTLEDGECCOSTANCE :P08CITOUrAS04RF 11C ELEVA fEih�AN08ECe SPACING 32. NO. 12 F.H.SJM.S. FASTTENINO,JANBTO BUCKS. EMBED 112°ION. ALLOWABLE WMND PRESSURE CHART SINGLE OR DOUBLE DOORS - LG. MISSILE IMPACT DESIGN LOAD - PSF NOMINAL DIM&. EXTERIOR ( +} INTERIOR ( j OVEIGHT ERALL FDOI LEAF WDTN FT/ IN WING 4 0 REQUIRED N INSWN C/8 W 0 ' 018WOKL 01850140 Nor VIW7ER NOP WATPR NDr REQUIRED (2,8 &36` 4 LEI EU MI RP-1 (aa.3A638) 4 1010 816 4/0 NO 810 410 0/6 ,8A 4/0 3/0 NO 4/0 8O 6@ 50.0 80.0 65,4 800 00.0 80.0 00.0 80,0 00.0 55.4 BOA 02.7 53,8 696 50.0 80.0 110.0 500 80.0 90,0 609 538 0.0 08,7 07.1 900 600 WA 800 50.0 50.0 50.0 80.0 87.1 5&1 70.0 600 80,0 00A 50.0 000 800 00.0 61.8 50.0 07.7 50.0 70,0 50.0 600 900 000 00.0 000 60.0 60.0 , 50,0 500 60.0 50.0 000 60.0 00.0 600 00.0 60.0 600 50.0 50.0 80.0 80.0 000 50.0 664 617 08,8 69.0 65.7 57,1 03.1 700 81.5 571' 70.0 50.0 60.0 800 800 60,0 600 000 600 806 Sao 00.0 60.0 00.0 000 60.0 506 50.0 90.0 00.0 000 006 60.0 606 600 4i0 801 &9 806 60.0 00A 800 80 500 600 600 60.0 68.7 . 700, 70.0 000 60.0 000 80.0 80.0 50.0 68.7 70.2 70.0 60.0 600 800 600 60.0 804 - TYPEOF INFILL -SEE DOOR PANE. OPTIONS ON SHEET 1 OF 9 TYPE OF THRESHOLD SEE SHEET 4 OF 9 D ASBEhABUEB: FLECTAN3UIAR : 8x10' STRUCTURAL pw+801-50 Ltd IMPACT & CYCLE P w+110 / .70 per ARCHED TOP : Ex 10 STRUCTURAL P /40 pd IMPACT8CYCLE Pw+701.70pet EYEBROW TOP : 8' x 10' STRUCTURAL p w +00/.60 pa/ IMPACT &CYCLE P. +145 -0 Pe RECTANGULAR : L7 x 10' P • 4401 40 WATER 7190 paf 1 0, "-i FROM :ALL— MOTORS2 FAX NO. :305- 266 -4555 Jun. 08 2012 01:49PM P1 CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/yen') 05/30/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE oR PRODUCER, AND THE CERTIFICATE MOLDER IMPORTANT: Nth,* certificate holder Is an AMMON& INSURED, the poticy(ies) must be endorsed. it SUBROGATION IS WAIVED, subject to the terms and conditions of the po(ley. certain policies may require an endorsement, A statement on this certificate does net confer fights to the certnicate holder In Ileu of such endorsement {s). PRODUCER All Motors Insurance 7381 Bird Rd. Miami, FL 33155 Phone (305)265'5080 Fax (305)266.4555 INSURED SUPERIOR REPLACEMENT WINDOW AND DOOR INC 21032 SW 91 CT MIAMI, FL 33189 coVERAGES CERTIFICATE NUMBER: CONTACT GONZALO SALAS PHONEr � �vcaril,z.oro- .ArinsrP t .allnmtorstwolltsol.com Ne (3305)265 -4555 INSGRER(8) AFFORDING CDVERASE INSURER A: ASCENDANT COMMERCIAL INSURANCE INC r 11 RB INSURER C : INSURER p : INSURER E: 1NSUREI3 R : NATO d 13883 THIS IS TO CERTIFY TMRT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR IVI THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY ae ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED WIRE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDMoNB OF SUCH POLICES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. T� TYPE OF INBIIRANCE _Ass. SUER ss . LGENERAL LIABILITY p►J DOMMERCIAL GENERAL LIABILITY ❑ ❑ MAIMS-MADE ® OCCUR GENT AGGREGATE LIMIT APPLIES PER: !—J POLICY ❑ ❑ LOc AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ AUT OWNED El AUTOS BCHIExn.ED ❑ HIRED AUTOS ❑ AUTOS SED ❑ ❑ ❑ UMBRELLA 1-IAB ❑ occult ❑ EXCESS LIAR ❑ CYAIMS.MAGE ❑ DED D RETENTION POLICY NUMIER cL-38590.O ,(MMmuCY— fM RPmyy) 11/09/2011 11/09/2012 LIMITS EACH OCCURRENCE $ 300,000.00 DAMAGETO RENTED PREMI_ e$eI $ 100,000.00 MED EXP (Anyone person) $ 5,000.00 PERSONAL & ADV INJURY $ 300,0,00 GENERAL AGGREGATE $ 300,000.00 PRODunrs. COMP/OP AGO $ 300,000.00 _EMBIIIIED SINGLE LIMIT BODILY INJURY (Per pehwn) $ BODILY 'Nam (Per =Odom) $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y IN ANY PROPRIETOR/PARTNEWEXECUT1VE OFFICERRrtEM0ER EXCLUDED? 1 yeest,icletery In NH) 1 DEBGISPTION *OPERATIONS below N/A EACH OCCURRENCE AGGREGATE $ $ DESCR'TICN OR CPERATIONB I LOQATIONs 1 VEHICLES (Attach ACORD 1ot, Melon' Renting SeI I ule, If more spas* Is required) WINDOW AND DOOR REPLACEMENT / INSTALLATION CERTIFICATE HOLDER Rr LIMrr EEttTMr' E.L. EACH ACCIDENT EL DISEASE- EA EMPLOYEE. EL DISEASE • POLICY LIMIT s $ MIAMI SHORES VILLAGE 10050NE2AVE MIAMI SHORES, FL 33138 ACORD 21f (2010105) CIF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION PATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH TIME POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE �r 1808 - The AC 0 ACORD CORPORATION. All rights reserved. name and logo are registered marks of ACORD 111111111111 11111 VIII VIII VIII 1111 1111 NOTICE OF COMMENCEMENT CFN 201280330220 DR Bk 28104 Ps 2850i (las) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 05109/2012 12 :43 :18 HARVEY RUVIN, CLERK OF COURT PERMIT NO. TAx FOLIO NO. MIAMI-AADE CDUNTYv FLORIDA LAST PAGE STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Conanencement. I. Legal description of property and street address: L �}— �/ — i m c t s k f i'.dS/R—,231,3p 2 General description of improvement �t (a SOWS ) 5 3 (s) name and address: 33 1.3g' Interest in property: >3 1.11•44— Name and address of fee simple titleholder (if other than owner): ,V/ A /A 4. Contractor's name, address, and phone number: �,` Cr' {1i .' it�t 2i'lti.1 ! 17 it, 5. Surety: (Payment bond required by owner from contractor, irony) Name and address: / Amount of bond: $ 6. Lender's name, address, and phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section Zap( 3( I)(a)7., Florida Statutes: An Name, address, and phone number: R 8. In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Uenor s Notice as provided in Section 713.13(1)(b), Florida Statutes: �( Jj Name, address, and phone number A ' 9. Expiration date of the Notice of Commencement (the expiration date is I year from the date of recording unless a different date is (3 = V otIs o specified): ®� �c o WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF©! 3 COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,0=. w FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. AIy w 1 NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST ps LL INSPECTION. IF YO NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 0 G WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. W o ? co Owner' , Offic r/Director/Partner/Manager Signatory's Title/Office anLQe1,, 9ar c Print Name owledged before me this .30 ! day of 201y as (ty Ffe of authority, e.g. officer, trustee, attorney in fact) for (name of • _ � ,. whom Type of Identification Produced: 5 e of Notary Public — State of Florida Print, Comma ofN VEIUFlCATIO PU: , J TO SECTION 92.525. FLORIDA STATUTES. U �r`1�,� / % ' ; t� I declare that I have read the foregoing and that the facts 40 r i /' cr ir/ aillar ! . Signing Above Turn Over for Instructions CLAUDIA V. CUBIC f 5 Commission # EE 128810 Book28104 /Page2850 CFN #20120330220 Page 1 of 1