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WS-16-1328 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax:(305)756-8972 Inspection Number. INSP-258967 Permit Number WS-5-16-1328 Scheduled Inspection Date: May 26,2016 Permit Type: Windows/Shutters Inspector. Mesa, Michel Inspection Type: Final Owner: TERRY,MARK Work Classification: Window/Door Replacement Job Address:10204 NE 2 Avenue Miami Shores, FL Phone Number (M)443-7720 Parcel Number 1132060131720 Project <NONE> Contractor: M&A WINDOWS INC Phone: (954)298-7575 Building Department Comments REPLACE EXISTING NON IMPACT WINDOWS WITH p Passed Comments IN isE TOR co rhe f=alse IMPACT WINDOWS(14 WINDOWS} Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspeotlon fee Is paid. V May 25,2016 For Inspections please call:(305)762.4949 Page 22 of 38 E lin 1 S Al Miami Shores Village a 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 ` Phone: (305)795-2204 l tion: 1111512016 Project Address Parcel Number Applicant 10204 NE 2 Avenue 1132060131720 MARK TERRY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MARK TERRY 349 NE 102 Street (786)443-7720 MIAMI SHORES FL 33138- 349 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 9,900.00 M&A WINDOWS INC (954)298-7575 Total Sq Feet: 0 Type of Work:REPLACE EXISTING NON IMPACT WINDOWS Available Inspections: No of Openings:14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 Invoice# WS-6-16-59796 DBPR Fee $3.60 05/19/2016 Check#:5332 $275.20 $0.00 DCA Fee $3.60 Education Surcharge $2.00 Permit Fee $240.00 Scanning Fee $12.00 Technology Fee $8.00 Total: $275.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all theforegTbove-named information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oni . Futhermore,I authorize contractor to do the work stated. May 19,2016 Authorized—Signa—iiii:Owner / Applicant / Contractor / Agent Date Building Department Copy May 19,2016 1 Miami Shores Village Building Department MAY 17 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201E BUILDING Master Permit No. W'v 16® PERMIT APPLICATION Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '+ /ke Ci iami Shores County: Miami Dade Zi S Folio/Parcel#:_ 172,c> Is the Building Historically Designated:Yes NO Occupancy Type: f2.es Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): MaXV_ ( Phone#: Address: /07-04 tic 7_4 Ave- City: Ao--;+ SLWf" State: Zip: s313� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Mf A Wiy"W S j 'm . Phone#: 'I' c94-G-64--4 W) Address: City: State: Zip: Qualifier Name: Plep'" +� Phone#: ��ss .7L, r S I Z� 140 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition E Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: L e-:s 4v.t rt.r. i►-tea a r�.Lt��..ye �..�o d� r�- r3- o ,�. ,C Ig w1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ Q-00 CCF$ CYC! CO/CC$ Scanning Fee$ 12-V o Radon Fee$ '3-6C,7 DBPR$ '3 Notary$ Technology Fee$ 15•®_)� Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ nnQ TOTAL FEE NOW DUE$ OQ__6•24Z) (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. K Signature Signature OWNER or AGENT CON RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ,2411- day of�✓� ,20 fro .by Z� day of ^AV L �rs=onallyknown 20 by ,who' personally know o ., -" �'f ��.who iso me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r Sign: Sign: " Print: 11 Print: ovine.- i✓PXti Seal: STATE OF FLORIDA NE RIVERA • C raWFF957817 Seal: NOTARY PUBLIC E)Vres 9/3/2016 STATE OF FLORIDA vEipCc=*FF8578/7 ire APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 , 1840 NORTH MONROE STREET TALLAHASSEE FL 323990783 PIPPING JONATHAN RUSSELL M&AWI�IDOW8 INC 12078 MIRAMAR PARKWAY MIRAMAR FL 33025 Congratulationet 1Mth this license you become one of the nearly •. •••• • one Wiilon Floridians licensed by the Department of Business and Professional Regulation. Our professianate and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to SCC131161346 ° 'SUED: 07113/2014 serve you better. For Information about our services,please tag onto www.myfloridallcense.00m. There you can find more Information CERTIFIED SPECtAL'IY CONTRACTOR about our divisions and the relations that Impact you,subscribe PIPPING,JONATHA,N Rt18SELL to de nt newetetters and learn more about the Department's M&A WiNDOM INC Initis ivtp es. GLASS AND GLAZING COA11 RACTOR Our mission at the Department Is:License Efflalently,Regulate Fairly. We constantly strive to serve you better so that you can serve your Ig CERTIFIED ander the provRO:tona of 0b.480 Rs. customers. Thank you for doing business in Florida, and congratulations on your new license! Mgftft Me:AW31.2010 104e7i=190 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION r CONSTRUCTION INDUSTRY LICENSING BOARD 6CC131181340 The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED ' Under the provisions of Chapter 488 FS. Expiration date: AUG 31,2016 • LSI in PIPPING JONATHAN RUSSELL • M&A WINDOWS INC 12078 MIRAMAR PARKWAY MIRAMAR FL 33026 ISSUE(); 07113=14 DISPLAY AS REQUIRED BY LAW SEQ# L14071SM1665 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT • 115 S.Andrews Ave., Rm.A-1 00, Ft. Lauderdale,FL 33301-1895-•954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: Receipt#:ALL 05'P�HER TYPES CONTRACTOR Business Name:M & A WINDOWS INC Business Type:(GLASS & GLAZING CONTRACT Owner Name:JONATHAN RUSSELL PIPPING Business Opened:10/15/2008 Business Location:12078 MIRAMAR PKWY StatelCountylCerUReg:SCC131151340 i MIRAMAR Exemption Code: Business Phone: Rooms Seats Employees Machines Professionals 4 Farvenift imlRoss Only Number of Machines: Pending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Cokaon Cost Total Palo 27.00 0.00 0.00 0.00 0.00 0.00 27.00 i THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS ' THIS 13ECOME8 A TAX RECEIPT This tax Is Ievled for the privilege of doing business whin Broward County and is non-regulatory In nature.You must meet all County and/or Municipality planning s and zoning requirements.This Business Tax Receipt must be transferred when WHEN VALIDATED the business Is sold, business name has changed or you have moved the fi I business location.This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Mailing Address: JONATHAN RUSSELL PIPPING [teneipt #04A-14-00003117 j 12078 MIRAMAR PKWY Paid 07/23/2015 27.00 MIRAMAR, FL 33025 I 2015 - 2016 `. _ M&AWI-1 OP ID:BM ACOROID DATE(MMrDINYYM CERTIFICATE OF LIABILITY INSURANCE 05112f2016 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 HOLDER. IMPORTANT. if the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms arrdvondidorm of the policy,certain policies may require an endorsement. A statement on this certfiicate does not confer rights to the certificate holder in lieu of such endomeme s. PRODUCER NAME: Peter Sabo FIC of Ft Lauderdale,Inc. 954-384_1001 No;8543846324 1392 Weston Road M NNo Ft.Lauderdale,FL 33326 K-MAVLs: Peter Sabo INSURERS AFFORDING COVERAGE NAILS INSURER A:COVINGTON SPECIALTY INSURANCE INsuRED M&A WINDOWS INC. INSURERB:The Travelers Indemnity Co. 17011 SW 64TH COURT SW RANCHES,FL 33331 INsuRERc; INSURER D INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER LILIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 r088r CLAIMS-MADE X OCCUR 455197-00 04/24!2016 04124/2017 PREMISES occurrence) $ 700, MED EXP(Arty are person) $ 5,00( PERSONAL&ADV INJURY $ 1,000,00( GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2r000r X POLICY❑JET M LOC PRODUCTS-COMPIOPAGG $ 1r000r OTHER: $ AUTOMOBILE LIABILITY OMBIBINED SINGLE LIMIT $ (EeANY AUTO BODILY INJURY(Per Person) $ AALL UTOS OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOSAUTOS Peracd UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION J( AND EMPLOYERS'LIABILITYSTATUTE ER B ANY PROPRIETORIPARTNERIEXECUTNE Y/❑N NIA UBS129M128 07/1612015 07116=16 E.L EACH ACCIDENT $ 1001 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100, If yyes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ SN' A COMM'L PROPERTY 380160-00 04/24/2015 04/24/2016 BPP 200,00( DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Rernaft Schedule,may be attached I'more space Is requinad) Jonathan Pippping,M&A Windows,Inc.-License#SCC131151340 Impact windows and doors-Saies&Installation. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVENUE MIAMI SHORES,FL 33138 AUTHORIZED REPRESENrArnE /� 110�� ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Property Search Application-Miami-Dade County 4/26/16,8:08 AM ARK 7V -,i PEDRO J. GARCIA • -M A 'A t PROPERTY 1 ' 11 jll /A 1 ,s - IMPORTANT MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. ®00( Address Owner Name Subdivision Name Folio SEARCH: 10204 NE 2ND AVENUE i Suite Q Back to Search Results PROPERTY INFORMATION 8 Folio:11-3206-013.1720 Sub-Division: MIAMI SHORES SEC 1 AMD Property Address 10204 NE 2 AVE Miami Shores,FL 33138-2348 II Owner p MARK TERRY PA "^✓ Mailing Address 801 BRICKELL AVE 800 MIAMI,FL 33131 Primary Zone 0900 SGL FAMILY-1901-2100 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMI LY:1 UNIT Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 :''?' Actual Area - Living Area Adjusted Area 1,776 Sq.Ft Lot Size 12,460 Sq.Ft Year Built 1936 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 8 BENEFITS INFORMATION 8 Year 2015 2014 2013 Benefit Type 2015 2014 Land Value $237,051 $237,051 $162,244 Save Our Homes Cap Assessment Reduction $218,540 $141. Building Value $74,326 $120,413 $120,413 Homestead Exemption $25,000 $2P Extra Feature Value $0 $0 $0 Second Homestead Exemption $25,000 $2' Market Value $311,377 $357,464 $282,657 http://www.miamidade.gov/propertysearch/#/ Page 1 of 3 ..�. ua.� Miami Shores Village �-- �� Building Department �p► 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 RECEIPT PERMIT#: UJ S 3.).-'g DATE: 5, (Name) contractor o Owner o Architect Picked up 2 sets of plans and(other) Address:__ 0---OAFi'U&; From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Signature: (SIGNATURE) PERMIT CLERK INITIAL: �- RESUBMITTED DATE: PERMIT CLERK INITIAL: �D L k CIIYi • s us Mir COPY bac �'lDF,7-1 MAY 17 2 � JLC d-cl..L„� ►7�'� U� V) Z l0 �s /�rly �s, ce en d/eve Q ' Marrs, 00 e a p t4Ss ` C'3 p 4 k Z • � • • r�.�� • � Z Qr -W� -p �.i i • .� i • �. �Y i CL ZO 0 = Q pC IrOOw1 N •' •�� i i i Or I • t3 �Zt a .� r r n FLORIDA BUILDING CODE 2014-ASCE/SEI 7.10-WIND LOAD TABLES-170,175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-FXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positivel Negative Positive Negative Positive Negative Positive Negative A&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 4 .2 52.3 b4. • 21-30 40.0 43A 53.4 43.7 47A 58.6 21-30 47A 51.3 63.1 5'1 6.1 69. 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66.4 54�4� �,�9.0 'P . • • • 0000•• L41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 5bA 0¢1.3 75.7 46.3 50.2 61.8 50.6 54.9 67.8 51-60 53.4 57.8 71.2 58.E .63.3 18.2 BROWARD COUNTY,PALM BEACH AND OTHER LOCATION BROWARD COUNTY,PALM flf"Id D O COUNTIE5 EXAMPLE COUNTIW%0 e e e • • • 0000• 00"00' •• 0000•• WIND:_E5SURES IN _ WIND PRESSURES IkjrPfO, 0 00 175 MPH CITY-EXPOSURE C 175 MPH VELOCITY-EX:055RC D • 0000.0 Building greater Building Roof Slope less than Roof Sjope grejtfdt" • Height 10 degrees than 10 degrees Height 10 degrees tfien 11 degrro• :"'0: Positive Negative Positive Negative Positive Negative Positive Negattile • A&z5 z4 z5 zz4&z5 z4 z5 z4&z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 jt3.6d>/ 0-15 1 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53A 65.9 3140 52.8 57.2 70.4 57.6 62.5 77.1 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 54.9 1 59.4 1 73.1 60.0 65.0 80.2 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 56.6 1 61.3 1 75.5 1 61.9 67.1 82.9 LOCATION MIAMI-DADE COUNTY LOCATION MIAMI-DADE COUNTY EXAMPLE EXAMPLE GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING MURR�ANE SHUTTERS.WWDOINS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BYTHIS ENGINEER.THE SIGNATURE AND SEA-INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and otw terrain with nrnerers closely spaced obstruction having the size of single family dwellings.For building-30ft exposure B preveiis In the upwind direction for a distarne greater then 15M R For building>30ft exposure B prevails in the upwind dire tion for a distance greater than 260011 or 20 times the building height,wiGrever Is greater.Based on the FBC-HVHZ,use Exposure C when building is located In Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obshaons with heights less than 30',open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Fiat,unobstructed area and water surfaces es prevails in the urpwind direction for a dMaroe greater than MW it or 20 times the buidin8 height,whichever Is greater 7-BUILDING CONSIDERED ENCLOSED-Ail glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-%-170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt-1-(FLAT TERRAIN) 10-DIRECTIONA.1iY FACTOR Kd=.85(Wird Directionality Factor) 11-TRIBUTARYAREA 10 SQF 12-EDGE STRIP(a):The smaller of 10%of the least hnorizorrtal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the least tortzortai dimension or 3 R SWW E N 6 C O,Inc. Engirxft SWVlces-CA 8116 1791 Blount Road-unit 907 s Z4 Pompano Beach-Florida 33069 za i <h> Tel:(754)307-1319 Fax(754)205-6846 "` OW HrwR T r e' E-mail:Engco@AOI_com .sem r 2016 a<=BW x 0.1 or a<=h x 0.4 PEDRO DE FIGUEIREDO SW less or equal than BL PE 52609 a must not be less than NOT VALID W/OUT SEAL a-3lest or a--0.04x13W 4/13/2016 � . tzo7g MiRAM AQ��q,2KrJAy NiDO [S .Name. Address_1 iVoil We',Z A' � Mean Roof Height_ /S Corner Distance 1 Type Opening Size Arm' Zone Pres/Fonn 'Pres/Form +Pres/NOA -Pres/NOA NOA# FC 7qKS-0 7 e/ 40./ y3 V0 7, 78 2 FG / X q6. / �3• - .Z z 3 CA x-16 410.1 q_?q 70 96 /s-os • / c7�tk5 4 Ct/i1,JXV S o. q3.t/ 70 90 SO 6 6 QCT 3 7 u SZ .5 I' (O,/ 53 4o 7(> S -o0 2.,5' 7 CA x :8V V-0-• 0 90 /-5-4157 2- / 9 F x / . go./ 51 7o EVS-aSi . /.<- 10 S10 •CA 1 13x /7-9 qL-)•l v 99S asi9./3 11 'CG /9 S 5/ 0• / q 70 3RO /s-oS/9• /S rtss 12 3 x5b /Z g c13- ,9•. : .•ls�oS/S./3 13 r 37x5-0 40•1 sr3 G 7 •• vS/ . /s' 14 ,cG 37x /Z-S S a.l -5344' o /9/S 1:5 Type/ Single Hung=SH,.Horizontal Slider=HS,Fixed Glass=FG,Sliding GIass boor��Gb . .. .. . . . .. .. ... . . . ... . . M _ 1 ,r MIAMI- MAY 19 2016 BY--- 01 PRODUCT CCOWTI1 OLEs OC ZION DEPARThlif T OF REGULATORY AND ECON 11805 S\V 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(-786)315-2590 F(786}315-2599 NOTICE OF ACCEPTANCE (NOA) >yyny.mfttnrldad&z2vlecoaomv Mi.Glass Doors&Windows,Inc. 7440 NW 66'a Street Miami,FIL 33166 SCOM ' This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County R1Rt product Control Section to be used In Mlami-Dada 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)resetve the right to have this product or material tested for quality assurance purposes. N 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 jurisdiotion.RML 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 Mee to building code. This product is approved as rem,and has been designs m��vi Florida Building Code,including theHi o ' Hurricane Zone. DESCRIPTION:f ries"MG5000"Aluminum Window Wall System-L.M.I. APPROVAL Doc T: Drawing No.W11 39,titled"Series M05000 ndow Wall System (L.M.I)",sheets 1 through 5, ,with revision"B"dated 08/14/15, prepared by Al-Farooq Corporation, signed and sea P. E., bearing the Miami--Dade County Product Control Revision s e o co of Acce gym, nd expiration date by the Miami-Dade County Product Section. '`\} MISSIX,E IMPACT G:Large and Small Missile impact Resistant LABELING: E unit she hea'r`d permanent label with the manufacturer' ame or logo, city, state, series, and f wing statement: ' un Product proved",unless otherwise noted herein. 11%NEWAL 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. ADVERTISENZNT: The NOA number preceded by the wears Miami-Dade County, Florida, and folto. wed by the expiration date may be displayed Ii-advertising literature. If any portion of the NOA is - di'spiayed,then it shall be done in Its entirety. INSPECTIONt A copy of this enliro ATOIA,44 bg grovided to the user by the manufacturer or its distributors and shall be available 1W inspe�cti'oir.at2h4 jqb jitl of the request of the Building Official. This NOA revises NOA No. 13-flje7 and eo>:siltsMthis page 1 and evidence pages I:-1 and E,Z, as %veil as approval dootunent mentioned'above. ' * - - " The submitted documentation was reviewed by Manuel Perez,P.E. • ' NOA No.15-0826.31 Nt t D O • : �.' ;' ..; '.. Expirati tot. April 03,2018 Approval bate; Sep Pago 1 . . . . ... . . . . or CD O •C C/1 r •� O yam' �+ � •"�"+ V1 3 tr" ri � w"t C � � � � 4•f Q � � � � � G p� y � � vim" � '� Z p • C-4 N 8C4 < -p •• Q Ntg 78 jog .0. see*** oo 00 000004Y 0 .��y ,'a+s cC "�' "�" "_O�' •� O O 0 ice• �/ O .S� O ••:••� • •• ••i••• E.1 �+�O "tC�C+t .fl d �� -41 •• •• ••i••• ••i••• y 0 � tom+ «; SSS tr �p L 7C C' + .r di •��' 04 5 �r 4 v �+ Z �t r s 1� 0; O y O ¢�y,•. C "a r0 iy! h 00 Fi �-A as 't3 Q H eC 7' •Q I r.e g H : O z v . � � H H Q y Mr. Glass Doors&Windows,Inc NOTICE OF ACCEPTANCE: RVIDENCE SUBMITTED F. STATEMENTS t' L Statement letter of conformance, complying with FBC 5'" Edition (2014), and of no financial interest,dated 08/06/15,issued by Al-Farooq Corporation,signed and sealed by J'avad Ahmad,PJ3. 2. Distributor Agreement document in conformance to product Control guidelines,dated 10/20/10,signed by Carla Garcia Torrente and by Andres Chamorro,respectively. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 07/19/11 signed by Andres Chamorro and Ulises Senaris,respectively. (Suhmitfed under prepiens NOA No. H-0720.09) 4. Laboratory compliance letter for Test Report No. FTL-5447, dated 12/19/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael R. Wenzel, P.E. (Submine(l under X0A No. 08-1114.16) G. OTHERS L Notice of Acceptance No.13-0107.03,issued to Mr. Glass Doors&Windows,Inc,for their Series `!MiG5000" Aluminum Window Wall System - L.M.I., approved on 03/14/13 and expiring on 04/03/18. • ... .. ... Manuel p�826.31 Product Contro NOA No.l ••• •• •'• •• •• •• Upiration Date: April 03,2018 Approval Dato: September 24,2015 •;• ORA; • oPa DA.OFc• 6s.OM rr`` 57fFEf 2 SSE SHEET 2 i E SHW 2 SEE aaRr (��v - SHUT 2 SHEET 2 ],12 9 ' ------------ 00 - p < 411 ML , SHW 2 g• 1.SEE . 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ON=0 mxm.am Maw.um am LA=AT= GLASS L MPl,W=ASCE 7 SlMOOM W000 BUGOi BY OTHERS,MUST>�ANCHORED PROPER2,Y TO TRAN9FL7t I.A�7'Fr bfISSILE 71dPACT LOADS 7O THE sTRUc1LIRE JM Z SB?04AM ON OW 2 FOR CUM LOGO _ ANCHORS SNAU BE AS 1lSTE0.SPACED AS SHOWN ON DETARS.ANLilORS W+ 6 SILE LGge JAPAN EM86DMENT TO SASE MaTEA7l9t.SHALL 9E BEYOND WALL DRESSING OR MOM An� NOW t�a CN s�VACM 4 �' � APPROM1 NOT SHOWN IN MiM DEMS ARE Ta WACKY smw Emm"OESI�+LOAMwr PART OF TAM $ i A LOAD DURA M 91CFE'iE IS USED W M=OF AMM WTO WOW ONLY. SBM_d USM WAM ON m(Ms 6&3'1 SUCT ANS CPMN 9 no MORE T"0cm LOAD sPL4&7ED MOOMS MOMM BUT NOT LAGM TO SrEa/iM St3t$.M THAT OI OMOMOL MAMU43$W.L.UM IM yips 1NE I'm PQr WAC ROMM FROM SVS 2.3 AND 4 SHALL AMY TO ENfBIE STSIELL 1 O}12 GLASS sv 0A.A VAUM NO>atNA1 DODSS h&ASS IM'91GUL M tYPB'B' 1 MLO.Wm 01A DMC+)/atr Exr.(+j/wrq) Z $ 28• 130,0 C 3O• 4" tau ' 38' a0.0 130,0 40• 80.0 130,0 d as-t/a• 84-1/Y 80A 130,0jyn 4 4&- 80A 1=0 Ar y 8!' 80,0 130,0 � 0 .0 70-1/c• 800 t30A . a 2r Smo ALTERNATE BUTTON 32 80.0 130,0 IN LIEU OF VIN'!i.SPACER 8 O 8 36• 80.0 Mo 40• 90-1/2- $0.0 i 13010 oil "-1/4• 80A 130,0 Sucm 48' 139,0 MW CORNUM DSMICONE owCORNMm 110o coom m < ba• �.o t3o,0 2a• 80.* 130.0 t/4-mm MR"mm 1/a•NEAT STREt'0*%ASS e 32' am 730.0 38• aA 13U i f • • • o t0- 96••1/2"' SOA 139,0 V/'Kwww Ammii0.&Wey*J-W p ,�„• • • 000000 go a"as-1/+' s1=0 or 80A 13U1/a-NEW STRDC0 MASS � t/4•NEAP ST11Q11f•41A• • � '. a2" EO,0 127.2 •••••• •5 � .••••. 3• a" 7 170,0 ••••• 5$e •, :••••. m q� sr Su uw 7 ••• w tOCd-1/3 am =a t a0 ••••• ah1/r .an 190,0 � •• ••• �� ••i••• 40- a" 1289 $ a q •••••• 26• 90.0 130.6 : a0 • 3Y 80A 130,0 0 8 10 a • • • • •••••• li 38• 108-1/Y 80A 130.6 • • • 40• SOA 130,0 IM A' GLA43 7 YPF. 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NLL.amALA AL-FAROOQ OORPORATION :a a soap I/Z•.r • gi•1•fp m uto rac !1R*CLASS ODOWS k•1YINOOWS4INQ a�vaeontunroaraorAseFrc m a lowisi Gomm I emw • 81Zo N.W. 84 STREei' •••1 MV^n ss A3 s4 as tnn wars EY MEDL , FL 33768 s�<sos7a•4awe valr sls�esa• C" 0D dk 6n W6(JOS)410-•87Bi FAX(353)470-8185 ST YVIf-3sU ••• • • • • ••• • • • • • • • • • • • • o 7>?Aas9x3 r r----- Z 3s 1 4 3 /N --_._ �r enena3r ' >at crwumtrn� r c o• ©"ovrR "p 4 S 8 T (�• SHEETS S �+ "'-_-----__ SEE SEPARATE MA FOR DESA Lm FOR CAPAMYec 7 • CAPACV of DOORS AM DOOR•Al�tORS •• -----__a LOWER VALUES FROM AM k' I ••••• 1 •_�»— 1 i r r-' OR STORFFRW SM M CAPACW WAR& i '• waO a"t��wsn^r°MU 1 •••••• I LARGE bm eO3wtr n O I WRI.APPLY S6 ENTtRE b ,•• • LVICE AO6512E OgVKif R615atNf ODOR 1 f r---------_---J IMOE IOSSO.E A/PA4T A$$Ib7ARt DOOR 1 •••••• ffi • • 7K 1 000 0 0000 •11 m • • ------------- Vt -- - 1ti ' ..... ••••T I I I L •• •• fI 1 �� 1 • • • y. •• -� r. t l _____--__�_______ __ •• • • ION • am REtl� _------------ ©� �� sSYM m= i� ; G SEES Saw. 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Ort 1E WtOWL s emm AS R60o. fl2ApE 8005-TS1A56 - O 7A _ AS am om Nnumt 400-TS - 2.7so A mm AS ran O1A88 SMP 400.-15 - 5 MM AS MM 44LU N SRA"IAS Q005-75 ., 125 0 E98001 AS F= WAR op7vp8005-1y . <ADO 7 - AS FQM MOM 8019 WSW vom a IYA. 3.W6 &no 6 mom As mm SLOP VEri Ages $A AS 8600. 81RWN I WVt sojm S Q Fit I ttA11E MfAp 10 { - 2/ 6'x t/Y x 2'two 6 etocic Ar t/a'aoReS s804 o �s+W A C Tt t2 x 1 -1 y GRAM away SCRW PH= 1;$p Is Am MRM sum" 6005-15 �°' u - AS RM Z AAMtuvu MWORMASWCFAM wm _ Sim AS MULitON RBtiG 6AR sTa:a. ,.750 : •.• ' ...... 2.700 ® MAW JAMB/Nuu lON •• • •• •' .376 ....•. . • —3n6 .0000 • ® OPEN ggO►C ,E FlFAd •• ••: : Q ••i••' Qm 3388 •• •• gid&tit •.•••• S.7J8 s.•oo 3.780 • • • WN • Ft2e • • ille`e` • • • • taco Ll • .205 ® M=M SWAP-Ue MATE ® OOOR MUWON S2 SAfFR�E[i 'M AM .101 r LM .758 t o 3,736 m sa25 `'300 Lams L rc�L E d 2 ,a» (-T--Ljm • aroa6+g . MASS SW © s1Eaa CLP � s�s REROVRMG rw s• W!9t�or S w /• 1 1 got B@tI Tp lIROH JOM � • � • � • SEOMED S •�•f • • •0.000 (1.)PFR1 AZA •/' ••f•• • • •/ 0000 L' •••••f Fi xX I x%11V 0000 • «gyp 00000 AN SEH!'l'0 FUTON JpM ••••• • /y a • • M H y 0000• SFS ttTfN 88 SIS • • • 2d (3)PFR=X OF JWM • •• a0 1 f••f•• • • • Peg • • � CIRCULAR OR Au[r ED r • ••• • •f••f• tt • $2 X A* i1N$Ix6t• � '-�• •- gpOOMER $ •j r •/ • J1 PROOLVATZVMw loWfta& /' Ab nA m1 F?EGL-OR suP.i@F A 2�y Browing ne. Dow eme t fou CORM W 11-39 o � � ll lot .. ... . . . . . .. •• • . . . • . .. . . . . ... . .. ... .. . . . .. . ... .. ... . . .. . . . . . . .. . . . .. . . .. . . . ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• Lm— z �F 1 Ir dr Q �r V O sag $ 70 MUCH im 0 • i • • • xI I xx,/a^ •••• • � ••••• nLAXOtS SRM�iow S S115 •:••: : �jj r • • �,ry ••••• 70 (J)PER SIDE OF Aw • •• a0 MMlI! ••••:• • ODlo • • Cc1B�1El�AR antciEb � ••� i �••••� 12 n • iixso Vr- =x - � PH smsm ,. i— f--OT s RWc oR �� . OM MULLION CORNER At W11-39 DII.9t 1 d 1gBORFS Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 OR1DA Fax: (305)756.8972 BUILDING CRITIQUE DATE: 05-17-2016 PERMIT NUMBER: 16-1328 Provide up dated N.O.A for 13-0107.03. The product approval should reflect compliance with the 2014 Florida Building Code. Ismael Naranjo, B.O, CFM Building Director . .. . . . . ... . 000 ••• •• ••• see 000 .. . . . . . . all . . 40*. .• . • .. . . • ••• • • • tl ••• • • • • • • • • • • • • ••• Y 0 0 ••• 0 0 . 0 MIAMI-D�ADE M AWMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strcct,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 P(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamtdadeeem#mnomv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their 'jurisdiction. RER reserves the right to revoke e, it is determin a Copnty Pre fiSt control••••• Section that this product anal fails to meet the requirements of the applicable coda. ... •• This product is a ved as described herein, and has been designed to comply wi&the F 'B;iilding...:. Code,incl ' g the High Velocity Hurricane Zone. •.. .. 0 66.6.6 DE TION:Series"CA-740"Outswing Aluminum Casement Window-17M.1a 666069 0000 6 6666. PROVAL DOCUMENT: Drawing No: MD-CA740-LM, titled "Casement X"w Det:zils - M", sheets I through 10 of 1 0 0 maSllittA0cturer}0 0••• siga an sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade,CounVy Rr t Control•Revision •; stamp.with the Notice of Acceptance number and expiration date by the Miat'hi Dade Co:"Xroduct••••• Control Section. : . :6666: .. 6666 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••.• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed.in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactureror its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1218.09 and consists of this page I and evidence pa es - d.E-2,a ll as approval document mentioned above. The submitted documentation was reviewe by Manuel Perez,P.E. NOA No.15-05 MIAMI•DADE COUNT DFAC Xxorattonn 11,2018 + Approval Date: July 16 2015 071! 11� Page 1 a PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 121218.09) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM&SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,.P.E. B. TESTS 1. Test reports on: l)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,an4 TABS 202-94:..• •••••• along with marked-up drawings and installation diagram of a s'adds CA740.outs;ving .• aluminum casement window,prepared by Fenestration Testing 49boratory,•kre.-Orest .... • Report No.FTL-7065,dated 10/05/12,signed and sealed by Nftfti•D.Brins8n,P.E.:....; (Submitted under previous NOA No. 12-1218.09) •••••• ...... ... . .... C. CALCULATIONS .. .. .. ...... 1. Anchor verification calculations and structural analysis,compbvhVivith FBO-5th •, ' Edition(2014),dated 05/16/15,prepared by manufacturer,signed slid seled lay •'•' Anthony Lynn Miller,P.E. '..' ; .... ;•••• 2. Glazing complies with ASTM E1300-04 • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. na erez,P.E. Product Cont al miner NOA No. 5-0519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 ' E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FEC-511 Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09,issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window-L.M.I."approved on 04/11/13 and expiring on 04111/18. .. . ... • . . • ...... .. . ...... 00 00 •••••• . . . . ...... • • • • • Manuel ez,P.E. Product Contrql xaminer NOA No.i A519.13 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 • •• •• • • • •• •• • • • • • • • • • • • GENERAL NOTES:SERIES 740 IMPACT-RESISTANT • ••• • *00 • •• ou sr« - t - SrACK - CASEMENT WINDOW DESIGN IMP • I Deo euraare�vs ,wrmaAmY •NAMES, • RMTED RDR LARGE&SMALL • 1B•A13•AtaD BYMPARAY 3R8•AMHEN.EDDR ASAVC. SERSI�'E7RS•81 MISS1LEIMPACTREMSTANCE • o1A88 AIGRICA.U' 11eaTST�GTHOL7 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SJWANPSALEDOR REQUIREMENTS OF THE FLORIDA BUILDING CODE,NCLUDNG THE HIGH • • OtA9e HEATSTRENSINE�o VE=rYHURRIQANEZONE(FH*M 3F WIDTH ! 3e GLGLA 38 GLASS ---T2)SHUTTERS ARE REQUIRED WHEN USED W WIbID.BORNE DEBRIS <3 ----T T REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 3D'IN THE HVM THE • •D,5*DTH •• 11H8'GLA88 BTIE 9B 11H8'OLASS BITE OUTBOARD LITE(CAP)MUSTTEMPEREO. • *00 • • • • •• • 3)FOR MASONRY APPLICATIONS IN MAUI-ME COUNTY.USE ONLY MIAMI-DADS Ar MAX • 8 9 Et 2 • • 3 I 3 .v. COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM CBD CONCRETE MASONRY UNITS • 32 W 32 m AND CONCRETE WITH MN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4 -� 4)ALL WOOD BUCKS LESS THAN 1.11E'M=ARE TO BE CONSIDERED 1X 17-1Yr GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.IX WOOD SUCKS ARE OPTIONAL IF UNIT IB INSTALLED \ MAX. W NM W KOLL DIRECTLY To SUBSTRATE.WOOD BUCKS DEPICTEDAS2XARE 1-WrTHICK OR A A8EE OC GREATER.IX AND 2XSUCKS tWHENUSED)SHALL BEDESK�DTOPROPEW.Y SHM2 5"e•IAIMNATEo QLASSSTACK --{{�II,�w+--'-11—r��IIF��-- r LOADSTRANSFER ROD SUCK DEMON AND GLAUSTACK NSIBILITYOFTHEENOINEERORARCHITECI'OFRECORD� ISTHERESPOIWANNEALEDGLASS I 3WANNEnteoOR CE 5)ANCHOR EMBEDMENT70 BABE MATERIALSHALL BE BEYOND WALL DRESSING D.C.MAX NN SYKUdrl'Ac376�Va 1k'A NNEALE HAAT p etA98 OV3-AMIf+AL@p OR BYKURARAY �s.,�,�D ABD•80-6YWatARAY OR STUCCO.USE ANCHORS OF SUFFICMNT EMBEDMENT AS SPECIFIED ON reaPea�atAse 'M=•� CAN AMEAlQkSHA TABLE 3.SHEET 4.NARROW JOINT SEALANT IB USED ON ALL FOUR CORNERS OF 3g l&ANNEAM 38 3R8•ANNEALWOR THE FRAME USE ANCHOR INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE / PAIR JAMB IF N EACH WATST G1A8S SEALINOJFLASHINO9TRA7EOY FOR WATER RESISTANCE INSTALLATIONLIGHT GLASS SHALL BE DONE BY OTHERS AND OS BEYOND THE SCOPE THESE Heoff HEIGHTIS11H8'GLASS SITE 11H8'GLASS BITE DISTRUCTKM (DLO) / / 26"OR OVER 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCAT WNNMERE THE PRODUCT IS 8 3 NOT RELISH TO THE SUBSTRATE USE SHIMS CAPABLE OFTRANSFERRNG / 78' APPLIED LOADS.VOW BUCKS,BY OTHEIM MUST BE S)FFICENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / HEIGHT 31 31 3'd tD A..DESIGN mIE DEMON GLASS TYPES 4&$ GLASS TYPES 8&7 EEMONN LJDADS BASED ON=LMURALICYCLETEST PRESSURE• � AIEG WNW FRAME ANALYSIS AND GLASS PER ASTM E1900. 0 L A SUS Sm=m m•.LAMIIAT3D S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,SIRUCTURAI/ GLASS SWIC CYCLE TEST PRESSUFRAME ANALYSIS MASS PERASTM E73D0 n8 3ANNEALEDOR RE GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED TO RESISTTHE UO•AlllSPAfE mr WNDLOADSCORRESPONDING TOTHE REQUREDMOON PRESSURE.THE 3w M 33.14%STRE88INCREASE HAS NOTBEENUSEDNTHEDESIGNOFTHI8 T 8 WALEDOR PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF - 14-UY MAX.O.C.IF WIDTH IS 38 MEATSTRUNDIMMO ANCHORS INTO WOOD.ANCHORS THAT COME WTO CONTACT WITH OTHER &4.478'&OVER(HHEAD&BILL) ! CLASS DISSMQLAR MATERIALS SHALL MEEI THE REt�MOMENTS OF THE FLORIDA 30 VISIBLE SCOLDING CODE FOR CORROSION RESISTANCE OPENNNO(DLO) SS OTTE 9) �TW REPORTS FTL 7005,SIM 3580.MV ELCO ULTRACGN TYP.ELEVATION OF��f MCR EMO ANDS FOR WOODCONSTRUC110NANDN MANUAL CASEMENTWINDOW PRODIICT•RIMBRO TABLE 1: oqwoyft" b*elgc0m GLASS TYPES 8&8 A �J S .1i8 Glave 7YPes Sired ai 11 i 18'Lama 1 An-.080' -tt8 H3 �.��.(1., 'Vitt.rRevlea Dote Revleko& 2 7M8' An-.880"80-3H8An 8 GENERALNOTES.._._. 1 ��,�� CES4S8 ELEVATION„---.__. 1 Revbed Dr. Dae: Re filum A 3 7118' 18 HS•.090'B -X18 Ff8 7 GLAZING DET I z Hc.58705 LM 5/1!i/1$ 5TH EDITION P014) 4 -fArLOW.1G 1t8'An-7MTAlr-118'An-.DOWPVB-IM An S N8TALLATION-..-W... 2 = FBCUPDATE 7t8"Lsn1i.l0(7!✓3" -7H8°AU-11s'An-.080'PVB- AO 8 aestaHeLYTUBE DETAILS -.......3 = k = ® Daeay,8on 8i 8 718°Lra1n1.IQ 18•An-U4 r-Slid"An -3M8°An & ANCHOR SPECIFICATIONS—CAS '""" 4 d w_ GLAZING DETAILS J ROSOWSKI 7 71aP Lams.IG 18'An-U -3J1 SG-3H8'H8 7 DESIGN ANCHOR�841 '�� A Gp;'�Z�1 1070 TECHNOLOGY DRIVE mrx nae 8 7 Lami.l0 18"T529 - 'Air-3U18'An-. sG-3V78'An 8 ASSEMIB.YDETAILSWM.-.-....««10 �p�' •.flH? �.� N VENICE F134275 CASEMENT WINDOW DETAILS-LM&SM 08M12 7/8°L9mL 1G 18' -114°AIr•3H8'mai—ow 80-3H HS 7 '��r�S'•S�QnJ AG �� NOK.O.B FL OX 134274 S ly. p�ow&q No Aer ' a TR��icuRa' RaYAAYMERtDA °' 'LL P� CERT.of AIML#28285 CA-740 NTS 1 OF 10 MD-CA740-LM A .. .. .. . . . .. .. . . . . . . . . . . . INSTALLATION • ••• • •• INSTALLATION OPTION 1 �A�TAahON INSTALLATION ANCHORS DIST EDGE D • OPWON 2• •• •• • •• •• OPTION 4 INT02XWOOD. q4 O�• • • • • INSTALLATIONANCHORS CONCRETERCAU ,, • • • • • DIRECTLY INTO METAL AS REQUIRED EMBEDMENTR ERANC HOR D "-■ •• • 000 • TABLE 3,S 4 BUCK WIDTH ATTACHED TO TYP•ANCKOR SHLM • • • ATTaA01HEDlia 15 18 FRAME BILL 10 11 E�EDM� ,/• • • • • • WSW Sm • 89 13 812 STEEL 8 AND EDGE .� • • : • • • • • 12 83 1 DISTANCEPER } • • //----SMS,SEE TABLE 22 SEE TABLESUBSTRAMS, •t ... • O •• 3.8HEEf4. 3 so SHEET4. C DADEAPPROVED 18 84 MULLION.ALUMINUM, 3837 e D 38 39 STEELFRANANGOR ATTACHEDTO{ •e• 82 ATTACHEDTOVENTSU 35M 81 8TEELSTUD. C EXTERIOR FRAME JAMB L 13 ESD 1 4 f+— VISIBLE LIGHT WIDTH(DLO) b3 8 70 FOR SNUBBER REQUIREMENTS, ATTACKED VENTJAMB OP IONALADDON SEE TABLE 4,8FL10:1'4. WINDMWIDTH 8 12 FLANGE®HEAD, L• BIL &JAMBS HORIZONTAL SECTION A A WINDOW 81 11 SEE DETAIL EGRESS FTS MULA& HEIGHT JAVa A1,BELOW WIDTH,WASH HINGE:WINDOW WIDTH-13•U2 NOTES: NOTM WIDTH,EGRESS HINGE. VISIBLE14 10 HARD-- 1 Y SUBSTRATE-APPROPRIATE 1 INSTALLING HEIGHT.WINDOW HE113HTWINDOW WIDTH-7-1P8 LIGHT WARE ANCHORS LISTED ON TABLE 3,SHEET 4. 1 COMBINATION UNITS, HEIGHT FOLLOW EMBEDMENTAND EDGE L ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS (OLO) BUCK DISTANCE LIMITS.ANY INSTALLATION 10.MAX ANCHORS MAY NEEDTO BE WIDTH WINDOW WIDTH-7 HEIGHT E UBEDONANY �^1 WSTALLEDTHROIXGITHE HEIGHT:WNDOWHEIGHT-7 WINDOW FRAMES AT 10'MAX ATTACHED FROId EACH WOFHE FRAME TOPWWE 2)ALLWOODSUCKSLEBSTHMIl-Vr A88EMBLYTUSECENIVU JAMB THKICARE TO BE CONSIODDERED 1X SEE TABLE BELOW ATTACHED TO + INSTALLATION8.IXWOSUCKSARE FRAME JAMB so OPTIONAL UNIT MAY BE I STALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS �+.—1(r MAX Ad0IwWAud=Ragftad000mh ATTACHEO TO DEPICTED AS 2X ARE 1-IMTHICK OR SEE DETAIL A2,SMOW SMe o to ft.a Tidle A VENT. GREATER.IX AND 2X SUCKS WIEN USED) I„ www An" SHALT.BE DESIGNED TO PROPERLY g WRHh --A- %0&D TRANSFER LOADS TOTHE STRUCTURE. i ir0' 0 0 62 WOOD SUCK DESIGN AND INSTALLAMON 11*:21 0 i 38 39 83 IS THE RESPONSIBILITY OFTHE ENGINEER - > 2V+ i 1- OR ARCHITECT OF RECORD.MAXIMUM SHIM THICKNESS TO BE IM. n Habht A 18 18 tr- 0' 0 0 DETAIL DETAIL 23•-2&1P 0 1 PRODUCT REVISED 21 Al A2 28'+ i 1 as con pi➢�e mUh thaFlgft Codo so A iammIS-Wncl•l3 1 19 84 BUCKSTRIP, �� LYNN /// xerlsed Dole: Revlaton Dullmdon Dme �QI$ SEE NOTE 2, `� aO�.........N1 THIS SHEET. �� VCENSIe''•;EQ �: Fev(aed W. Oa1e Radaten h P(Odtiaf All MAX SHIM >'C! N0.88708 = LM 5116/15 NO CHANGE THIS SHEET CON EMBEDMENT :-0 I _` CROSS SECTIONS&INSTALLATION J ROSOWSKI PER ANCHOR ' Z FCORIDP•r c�``,� iCMV& MW N.��ETECHNOLOGY 2 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION OPTION 3 P.O. BOX is" INSTALLATIONANCHORSTHROUGH ION B-13 NOKOMIssuks/ sacra gest: omstnq No I1or 1X SUCKSTRIP INTO MASONRY. A t P� CERT. Of CA740 NTS 20 :��,�029 F 10 MD-CA740-LM A % .. • • % •• . . . • • . • • . . • . ... . . • • ••• . C M CASEMENT/CASEMENT(XXL AWNING,�CA��MEt�MI��I FtX9I CASkMEAJ'f�(XXO) PRDDucI RsnsBD .-7-AMM •--0 • .—•-r— as«Pa1�Y+�eaUnOmrlaide fltiUREt: 1(',SEE NOTE 7,THI8SHEE1' • • • • • BeiMMs ) -fl 1q•13 • • • • • • • Aaaeplmue140 6 FIGURE a • 7 .-- ID is AWNING WINDOW Y RIMAE• HEKi11T `4� OTE 7. j �l, • FRAME ASSEMBLY TUBE NOTM •( \ \ / 10',�SHEET • If • • ••• • \ • 1)01MENSIONSSHOWNARE a • 74S • • • • TIP-TODIMFJJSIONS FOR E1K21 = WO• N - CASEMENT—►' INDMOUALWINDOW.FOR SIZES NOT N WINDOW / SHOWN,ROUND)1,eTOTHE NEXT N WIDTH ) li AVAILABLE WIDTH OR HEIGHTi 74 / DIMENSION SHOWN ON THE TABLES. � SERIES FRAl1AE 740 E CAg ABSEM�.Y PRAMS 2)ANY 740SERMS PRODUCT u ASEMEH TUg£ W2�W —ASSEMBLY-_•, (CASEMENT,AWNINGORFIXED S� / CASEMENT)MAY BE ATTACHED TO $ THE FRAME ASSEMBLY TUBE FOR J p 740 SERIES ALL WINDOWS,USE THE VVUXM at U as- FD(EDMND(W / NOAFOR ANC140RAG SGMAND Gj J LL DESIGN PRESSURE LIMITATIONS. Z d a O / \ 'BEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE W th INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO m 740 SERBS INDMOUALLY COMPLY WITH THE U)CASEMENT EXrERIOR ate- r' WINDOW / / RESPECTIVE NOA. m d U) REOUP13WI TSOPTHEIR 7 740 \ / 4)FRAME ASSEMBLYTUBETOBEAWNINO Z SERIES 7 CASEMENT FASTENEDTOMNDOW.A88HOWIN W FOR SINGLE UNITS: WINDOW DETARAWTTHMN.S12X1'SHEET S N METAL SCREWS.USE THE SAME 1)DETERMINE YOUR WINDOW SIZE MN.012Xr$MS SPACING MIDQUANTITY ASTHE w W AND GLASS. THROUGH FRAME OPPOSITE FRAME MEMBER. O Lu � 1* INSTALLATION HOLES FRAME 2)KNOWING YOUR ANCHORTYPE ASSEMBLY TUBE Y 8)THE FRAME ASSEMBLY TUBE MAY (a) NOT EXCEED 82'N LENGTH{AS USED g ANDR9UBSTRATE MN.012X INAGrFLANGEDWANDOMORBE i YOURANCHOR GROUP EET4 MN.B12X 1. USED IN TEE ORGROSS TABLE3r SM8 740 SERIES THROUGH CONFIGURATIONS. THROUGH CASEMENT SHEET FOR YFROM �d1SR GLASS 6-9,FIND*IHEINSTALLATION WINDOW HOLES TSN 8)THE FRAME A86EM�Y TUBE 03 J� HOLES NOTREWROOTOSECLPPEDTO FIND THE PRODUCTS DESIGN 740 SERIES `\ FRAME 740 SERIES THE SUBSTRATE ALL EXTERIORPRESSURE FROM eTi °6 LASED'DESIST BETA E CASEMENT EXTERK)R `-ASSEMBLY CASEMENT JOINTS TO BE SEALED BY INSTALLER. oEX WINDOW WINDOW 740 SERIES z J IF."FOR 8INGLEV NS,ALL TUBE TERIOR PERM FDS 7)FOR ALL COMBINATION UMTS, o t i ANCHOR fSi0UP9". fit CASEMENT ADDITIONAL INSTALLATION ANCHORS c g SHOWN ARE HORIZONTAL SECTION C-C \Jj C� WINDOW, MAY NEED TO BE INSTALLED °$ TIP -TO808 NOTTHROUGH THE WINDOW FRAMES AT z o z SHOWN,ROUND UP TO THE NEXT 10•MAX.FROM EACH SIDE OF THE AVAILABLE MOTH OR HEIGHT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTK:AL SEC'1KN4 DA VERTICAL SECTM£-E FRAM£ASSEM13LYTURE DIMENSION SHOWN ON THE CENTERLINE SEE TABLE BELOW. TABLE1)DETERMNE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE 19OURES 1&2.THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3.SHEET 4. ��\\ LYNN Afi��i AddBW1 ArahasR�don each � �•,•...••,,•<` S U8NOTHETABLEtABELED 2)FROMSHEETSBO,FNDTHESHEETFOtYOUROLA88TYPE. � � m*lkft A :O• ' 'VYN�DOW 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED MOSIGNPRESSURE MFOR WINDOWS ATTACHED TOA VERTICAL FRAA SASSEMBLYMBE' OR MENSH n A 8,C&D ;' Na 88708 (TABLE2,SHEET41DETERMINE PRESS&IREPS9FOR WINDDVY8ATTAWEDTOAHORMWALFRAMEA3> .Y7UW, DEPENDING ONNHICHWAYTHEFRAME ASGEMBLYTUBEISORBNTATED.THS THE NUMBER OFANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY.AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TO-TO-W. NEEDED IN THE HEAD.SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVABABLE WIDTH OR HEIGHT DIMENSION MOM ON THETABI.E8. 284 1 1 '1T'•� !CATF S fxJAMBSOFYOURWINDOW. WMdaw And�aT %�(�•'•., 3 :• : N8TALLAS PERTI 4)USING THE TABLE LABELED 9�tDOWAHCHORS REQUIRFJ7•(TABLE 2.MEET 4�DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SBIANDJAMES OF ua HOWA B.C&D %,'\� cLOMOP �C: YOURWINDOW SCC '•......••'CCJ�. INSTRUCTION80NSHEET2. 1T- 0 i�s� �• &)NSTALLASPERTHEINBTRUCTIONSONSHEM32-3.NOMMTAODMONALANCHORSTHROUGHTHEW MMMAN8e84TOnEMSTRATEMAYBEREQUDtED(SEE '�0 SHEET 2N AND THAT MN.Al2 X I-ANCHORS ARE TO BE LMO THROUGH THE FRAME INTO THE FRAME ABBEMBLYTUSE(WE DETAILS ON THIS SHEK4 Sr4 I1 1 a LYlAl ne,. .+PO P.Pa068708 .. .. . . . .• •. . . . . . . . • . • . . • •.. . . . . ... . TABLE 2• T Window Anahars Requlmd • 000 • •• Jami SnubbwLocadons PRoDuCrRBYRSED ABLE SAN • • •• • • • • •• 0 ascamFlYRu8w0btkoFlorida zeaen5 a7arr 33•VT 3r• • 37• • • 618• so BulmiaB NO cob 1�J'O A-13lpi B C&D AA BeC&D A Qow A B O&D A n B6mup A B °&0 A B C& ��&O) UW-2.3&S•8, �e Jmnb 2 2 2 2 2 2 2 2 2 2 2 E 2 2 2 2 �.mW Nbm I2"me%.flit BY Head011 2 2 2 2 2 2 2 2 2 2 S 2 2 S 2 3 3 3 8 3 3 lees emh and&37 Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •2 E• •• •• nt�t O.C. 2&1 r Hem O 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3• 39 e6 • .m.km 12.�bm 39313 Jemb 4' 4 4 4 4 4 4 4 4 4 —4 -4 4 4 4 4 4 4 A 4 • p�r�3" GJWd&SD amh and&80" �y Q Ream 2 2 2 2 2 2 2 2 2 2 3 2 3 9 2 3 3 3 • • mae O.Q mu O.Q W JmM 4 4 4 4 8 4 4 8 4 4 8 4 4 6 4 4 S 4• N 4• `Lz HeWlBB 2 2 a a 2 2 2 2 2 3 2 3 8 2 a 3 3 4 8 PVB"=BUT BYM MRAYAMERIOA.INO. Jamb 8 4 4 8 4 4 8 4 4 8 4 8 8 4 8 8 4 6 8 4 'SENTRY KURARAYAMERICA.INQ V Heaftill 2 2 2 E 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 n Jmab 8 4 8 8 4 6 8 4 6 8 4 6 8 4 6 8 4 8 4 11))USE THIS TAT�FOR Hedd�N a a a a a 2 2 2 a 2 3 2 3 3 2 8 S S 3 4 9 THE SAMPLE CONFIGURATIONS:ELEVAe� 1. Jamb 6 8 6 8 8 8 6 8 8 8 8 8 8 a 8 a 8 8 8 S 8 DIMENSIONS SHOWNON RE IHaedl88 2 2 2 2 2 2 2 2 2 2 3 2 3 8 2 3 3 3 3 4 3 Ip-TO-TIp•' X W lq JwA a 8 8 8 8 a a a 8 10 8 8 10 8 8 10 8 8 /0 8 Heedrem 2 a 2 2 2 2 a 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT X X X O d �. CD Jamb e a 8 8 8 8 a t0 8 a /0 8 LL 8 10 8 8 10 8 8 /0 8 THE NNEEXT AVAILABROUND LE LE a p Hedl88 2 2 2 2 2 yq 2 2 2 2 2 S 2 2 3 2 8 3 9 3 3 3 NHD RN OR HFJCIiT •U �, Jemb 8 8 8 8 to 8 8 10 a 8 10 8 1 10 6 DWENSION SHOWN ON Fiead>810 2 2 2 a 2 2 2 2 2 2 9 2 2 3 2 THE TAKE. X O O W N (� MIs �Q 3 �Z TABLE a: ° g 19 2 �' �' MN. AiWw EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:7118"ANNEALED 80 LAML GLASS. X O X X AX a W Oaarp Amkor Sabsulb Edge O.C.OIs Embedment Pme 114'MA tYANCHORSINTOCONCRETERsqlftW ,+70f•80PSFDPREQUB�D,NOANCHORPLATE {y. p 1f4•steel ulbaomf Hollow Block 1" r 1- No W �l S.Pine 816' I. tare" A°)FROOMM TTA CHORa C&D ALLOW A OP OF+TOS pt p p n A, 914,steel SMB(CB) 808315 Akan. ar AV �A � V W V or914.41088BUS A9a8teel 3fr 616" No 8)FOR THE JAMB,FROM TAME 3.ANCHOR TYPE CHAS THE ANCHORANDSUBSTRATE pr � W' 2 �� 9 A88S 33 3W ai8 .W 200L NO DESWD AND DOES NOT REQUIRE THE ANCHOR KATE. J 8.Pine 818` Y 1 NO P B 912•ateel SMS(OS) 31153-Ta Akm. 315 818• No C)FROM TABLE 2,6 ANCHORS ARE REWIRED IN EACH JAMB. Or912,41088 SMS A36 Steal 318 Bib 0v No AGO Stud.Gf.33 3W Nr .035'2008 No D)SIMILARLY.2 ANCHORS ARE REQUIRED IN THE HEAD&SILL.. pmW N N m 2885 Comrde 2 4 1af r NO 114•ateel UOrmml Oomrete 1" 4• 1af4" No E)DISTRIBUTE ANCHORS FOI.L.ONANO GUIDELINES FROM ELEVATION ON SHEET 1. 18 10" A Hokme 2-U7 r 1.114` No w�.•J�c �a!x G' C Pum a6" i-W Yea F)PER RULES ON SHEETS 2&3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 4"{ (_ r.{4•�+ i $.. TUBE SIDE OF THE AWNING(HEAD&SLL} I `�8 912,dW SM8 T6 AkmL 341" LW .0713 Yea 'A TUBE zz� I � or91$41088 SMS A36 Steel 318• LIN AM Yea �S a 9 o AM Or.33 316" alr .04r 18 Ga. Yes T 014.OWSMS(Ga) 6083-IGAIUM 31V 616' 0713 Yea yes FD�DCABEMENTANCHOR8f8EE8EPERATENOAk or914,410888M8 A36Shel 618 Yea A)FROMTABLH9.ANCHORS 0&DALLOWAOPOF+70/413.1. A8&9 Stucl.Or.33 9M" 8B' .015 BOa Yes B)FOR THE MS.FROM TABLE 3ANCHORTYPECHAS THE AN(3WtiAND / 13�' .• �1Y I..NAFRj/��i zamumm 1" I4. ea SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR MATE. / 20kCommta 2- r tare• Yes /a / �;'�5CEN3F'•.�(09�i: D 1/4'stent L1Waoonlidwelock Z 1-IW Yea 0)FROM TABLE 26,8 ANCHORS AREFilled REQUIRED W FACFI JAM& 81" J !� 1f4.4 89 3.3ak omm a 1141` r law No D)SIMILARLY.3 ANCHORS ARE RC•QUIitED IN THE HEAD&SILL _ No.38705 CmteFRek HaaowBbok 2-ur r 1414' No \ O 6415 steel lalmoon & OeRi5wn 1-IW r ta/4• NO E)DISTRIBUTE ANCHORS FOLLOWING Ct11DFJJNES FROM ELEVATION ON SHEET 1. FOlml Bkok 2-VY r t, No F)PER RULES ON SHEET 2.6NBTALI t ADDTTKINAI ANCHOR ON THE FRAME 4" it •FC A,.•': ASSEMBLY TUBE SIDE OF THE PD(ED CASEMENT( EAD&8411) %(�� tomop'...., NOTES: 21 2V �''�S�01VAL e,,\\' 1)ANCHOR MUST MMD A MIMIMUM OF 3THR FADS BEYOND ANY METAL SUBSTRATE 2)ANCHORS MAYBE HEXHEAD,PAMMEAD OR FLATHEAD. 4r ri mt a e .. .. . . . % .. • . . . . . . . . . . . . •.• . . . . ... . TABLE& FOR GLASS TYPES: a Doeo Pr (ps4lorShW9 Wvm.All Anew vin 16° 1(WAN-.886°PVB•1/8 AN* • 4)7/8°LAMfi 14:118'�AN:7/1GF*AIR!1/SAN:W PVB-118"AN) o No °t t 405+9.15 2&1&18• 27-O 30' 33.1/2' Sr 3r 'PV -WT SV KURAM-6AME110kINC. ••• • �'�` wWor 23' +701.80 +70140 +701 W *70190 *7000 +M40 BY watir *7W40 +701.88 +7W-M *70!40 470080 4 T p. 3838' + *70140 +70180 +78(.98 470190 47W90 V7WDOW •• • • • •• ••• •• � 40' + 40 I 4701.0 +78480 +7000 +70190 +78.90 HEIGHT • • • • • • • • • • ••• • • • • •• • 80814 470190 47000 *70198 +TOhO 470f� +10190 +70%88 1 • • • • • •• • • •a B4 *70190 +70130 *70190 +70!40.8 0MILS +701.71.7 + 4.3 ..L {( • • • • • • • • • ),(J 04 +70140 +70130 +70!.80 +701443 4701.78,0 *78,.73.7 +7017&1 WQ4WW 1" •• • • • • • ••• •• S 72• +79/30 470!472 +70+77.7 i80171b +001-62A2A +01-8&9 H-41.3 WIDTH74 +M-W 470090.8 +7007&7 +147.3 i +,.MA +,.87.2 +,.OBb SEE SHEETS 1$4 FOR 0l) W 84' +70180 470004 4700713 8014! + 1 4-A-54.2 WBCAOW ANCHOR I� LOCATIONS AND QUANTITIES. (CQ�yi Zo otl TABLE 6: t 4 Omfga Prasmue Wfm Wlndoas A9adted to S Vedkal Frmne Ass=*Tuba (' wbdawWlm0 Z W a. O m d IL-4 to 23' wWm264&18' 21.344 9D' 33112' 35• 3r �- � A�wm er0up AalwMoup Anebw*ttp AWNS" AnUWGnp AnchmGm* Aimbor mm � 04 A B C DK+70140 B C$D B C$D S CSD A 8 CSD B A,QBp B A,C$p undm 23' +70090 +70098 +70 90 470190 *701.0 +78098 +70M +70140 +70190 +70190 +70090 +7d-90 +70190 t70t +78090 +70180 +74I� 251$!1& +70090 +701.90 +70140 +8180 80190 +70140 470140 +7$1.90 +7014D +70090 +70190 +70090 +70190 +70190 +70190 +7Q 90 +78!9038318• +7014D +70171.8 00-80 +701-90 +7&40 +70140 47x-90 474.90 4701.98 470140 +70190 470098 4701.90 +70090 *70190 +7(7.90 +70140�• +701791 41$73 +74-90 +701-90 +7U40 +70140 +70100 +70080 +78087.8 4781.90 +70R� +701.7&8 170)-9D +70190 +7000 470088.9 +70th80.814 +489.3 445&3 +70190 470140 +7010 +701.90 470190 +7790 +701412 +701.86 +70+•80 470174.8 +7040 +701.89.2 +70)•90 +701.84.3 4701.89.2or +19&8 +14&8 +701.84.7 +70!90 +701412 +701.90 *70175.9 *M-9D +701.702 +70.8&6 +701.60.3 ++-829 +7W9&8 +701-782 4M-W7 +701712 47 74.383' H4&7 +4g3,S +701.88.7 +7W.�,8 +701.77.3 +70140 +7&•72.3 +701.90 +)9$0 +701.84.3 +701.7&& 44!89 *70&7&& +78171.8 +701-73.7 +147.8 +7017&1 . Q W U W a • 14 MAX--�•{ I•�-- ASSEMBLY a J � � FRAME TABLE71 I TUBE DesW Ptemwe(Pao br WkWz=ABeetmd to a Hodz*M Fm=A9emnby T%W WKDMN2 QN N B Windowvm HEmff �i eyi wder24 28.19118' 27.SW 34 33-IM 34 3r 1 _ HEIGHT ASBEMBt.Y FPAME W�'&'• TUBE Glow Gmup emp a0up Af dmGmup Andw t m AnftrOxmp j�, �VS40ow ADDinDPOLWID ANWOR AN AD AD AO B A.C&D A B C$D A 8 O$D IV MAX I WREM t darZr +70190 +70180 47W8o +701.90 +70102.1 *70180 *70140 00140,8 470!40 47" 1700743 +7140 ADD L SIF SHEETS I$4FOR WWDOWANCHOR 28.18114 +701.90 +70190 +701.60 +70190 +70150 *70140 4701.88.8 00140 +7W40 470184 +70190 474.80 ANDHOR LOCATIONS AND QUANTITIES,SEE SHEET 309!8' +70148 +70190 +m-8D +701411 +70140 +7W40 +70M +7W.W +70180 +7040 4701090 OWN (4),IF REQ. REQUIRED AND FORADDTHE FRAME RA E ASSEMBLY 44 47000 +0180 +70!40 +70190 +W-W +70140 +7W.W +70140 +W-W +707.0 *701.90 *70190 TUBE.FtEDFORTHEFRAMEA88Eb03LY 7� TUBE. 00•&!8' +70140 +70180 *70190 +70180 +70!.80 +7000 +70796 +70(40 1701.0 +70199,2 +701.09,2 4701.89,2 YAD7F1 �,.•'1,10ENSF'•.�tl`,p�� 0' +701.90 *7180 +70140 +W418.6 +70080.8 *701.80.8 +70071.7 *70171.7 +70177.7 +70074.3 +70474.3 +70743 SEE SHEETS 1$4 FOR W 4MANCHOR Sr 470190 +70190 *70140 470144.3 *70170.8 +700-788 +701x3.7 *70173.7 +701 737 +70070.1 +70076.1 *70170.1 LOCATIONS AND QUANTITIES.SEE SHEET _ NO•X705 77 470180 *701.87.2 4701-77.7 +70071.6 +BW-12A 40!4Z4 *HW90.9 489.8&@ • 40.8 +459.3 +1993 +008.8 3FOR ANY ADDITUINALANCHORS 74 470140 s7d-94.8 *701-71147 4457.3 41-.9 41418.8 +MW.2 4497.2 I 4,A47.8 1 41$&8 +/�,8 +1x6,9 ,REARED FOR THE FRAME ASSEMBLY ^�Q .ol ,.. S_ EO 84• +70480 +7(7 0 4 +7%71„9 +001421 +14K2 2 +140.2 ''/ 'moi 1)BEES1.14FORADIT10NAL8AMPLECONFIGM7MM ' ��) lG ` 4FORSNUBSMR8QUlREetENf& d�lAl.�.E. A f:1RiSM2I�.P.E P.EO� .. .. . . . .. .. . FOR GLASS TYPES: TABLE& • •• ow PRODUCTROVISED a Dav�p Pmeaft Owl Rw eine wkdm8.AD Anchor :. 2)7Mg L4iij3/16�-.0�g"SG-3/16 AN) vawwwlub . . 17Y 'OYKU DNC. 1 ,5-ost�.13 WKW23' 254NIV 273Ht 30` 33-IW 35• 3r T- • • 000 • 000 • Ht�,,telta` Wder2V +9W-139 +901430 +W-139 +901-,30 +901-130 4WIS9 +88!-,39 VWNDOlW BY 2&,BMB` +901439 +90-,3) +907,39 49W43D +801-739 40439 +W130 HEIGHT 36313" +8N-130 +901.130 4WI30 +901-10 *BN-139 +SW43D +801.130 L . . . .. ... .. 48• +90130 +80t•139 +Mt.130 +907.130 +9&-180 +9N•130 +901-130 .00 • • • • • • • • 60819' +90WO +9W-130 QW-130 +9ON130 +9DF.= +W130 +0&-130 -..IwumI..- . 0* . . . .. . . 89' +90-130 +90-130 +801430 +90043D +901430 4WI30 +90!430 • • • • • • • • • 68' +90-130 +W-130 1 +901.130 +W430 +801•130 +961130 +04M8 SEE SHEETS&4 FOR •• • • • • • ••• •• 77 +801480 +4KW130 3130 +801130 +901-12&, �80t.I= +901-,137 y d 79• +80/-130 +819-130 +8x480 +9 ,30 +90-724.1 +�BIW116a +9W-197.8 LOCAn�ISANDOUANTITIEB. N I - _ ti` 84' +90-1 +90-130 I +80-130 I +9IN•1so I QWh116A I cc Z otS o TABLE 9: � Deslgt Pteneare(gsQfor WindawsA9azlWdtosl/etBnlFtmtmAssmnhl7Tabe O 0 0 3 33.17 3 254511 mWbubwWkb z Z LU Wm nle+23• 6" r►sla° 39 5• 'P to N p AwhorGm p AWW Gawp ArxJro Q" AtxhWQrO P AWWGta® AntbwGraup AndwrGtaup A I B C 1 D A B C&D B C&D A B C&D A B C&D B A C&D A B C&D Ip fy. u0m 23• +78140 +70190 +7V 90 +70140 QW40 +701.9) QW40 +7014D +70'•90 +70!.90 +70+•90 +70-80 +70'-90 +7W-9D +701.90 +701.90 +701.90 +701.80 +701.80 4nm ffi15N8• +701.9D +701.90 +70140 +70190 +701-10 +7W40 +701.9) +70190 +TM +7014) +70r-99 x701.90 +701.90 +70MID +7900 *M4D +MAO +70140 +7 90 +70-20 38.313° +70190 +7971.6 +701.90 +70-9) +7W4H +'101.90 QW4D +701.90 +701-90 +701.90 +70!-90 +70140 +70! O +701.90 Ova QW40 +7M-9D +701.0 +70190 +701.90 � ?�• 46" +701711 WV3 +7090 +7019) +/94.8 +701-90 +70140 OW49 +7940 +701.9) +701-87.8 +7019D +70'90 +7019) +701.90 +70140 +7MM +70140 +70188.9 +70190 90518• +I-K3 +1.843 +70190 +70140 +481.4 +70190 +70140 +70190 +7940 +701.90 +70141&2 +70190 +7990 +7M.9) +70190 +701.01.2 +7019) +70140 +70194.3 +70140 or H5&5 +1.45.8 +701.84.7 +701.9) +1.51.8 +79.812 +70t-9) +701.78.9 +7840 +701LIBA +70-702 +79.90 +79-B0.3 +701.7&8 +7940 +70.7&2 +701-0 +706 +79.71.2 +7M-f 0 Z or +1.55.7 41416 +701 .7 +79.89.8 +1.49.3 +70177.3 +70190 x70172.3 +7990 +70"" 41-WO +701.90 +7017&5 +70174.9 +7996 +701 71.8 +70/90 +7015&7 N51.8 +79.90 _ �On �_ $� O N FRAME In 10•MAX-+{ �+.-- A86lEYIDH.Y TABLE 10. TUBE m Deslo Pressure 9783,x!WfnQaue A9ehed10 a Hlakoatel-team Assmabl7 Tube T WINDOWA M N 0 e hYhld08 wkth fDOW »�i °o wW&23" 28.18116' 27314• 30" 3117 35• 3T HEIGHT ABLY g vi ,{,� TUB amp �P mw � emop Q-p RoebaObaW ArxhorGtatN 1 ,�4 �. AN CHOR i A8 AD AD AD B A C&Dr+7&40 B C&D A B C&DMAX {41WREQ. oz z wm 011t�t 23" +7990 +70140 +70190 x70%90 +701.821 x7990 +79787 r701� QCM +70174.5 +7096 ADDIT�• 80 SHE BT81&4 FOR Y OCMANCHOR 28.101,8" +7996 +70-90 +70190 +70140 +70140 +7990 +70140 +70190 +70W + 190 +7940 �� LOCATIONS AND QUANTITiEB.SEE SHEET I4)i1-REQ 39.318' +70190 +7014) +70140 +70190 +7814D +7940 +70140 +7940 +701.90 +78140 +79.0 3 FOR ANY ADDMONAL ANCHORS 48" +7940 +70140 +70190 +70190 +70140 +79-90 +701.90 +70140 +70140 +701.90 +7990TUB� 1 REQUIRED FOR THE FRAME ASSEMBLY `1\\\\�LYNN 50.518' +7940 +70140 +701.90 +7400 +701.9) +70140 +70190 +701.0 +78M +70190 +7940 1� WIDTH ' `.��C�; b\G£NSg•'•.F•Q��i 8C +7014O +70190 +7040 +70190 +70140 +70140 +70190 +70140 +70!-90 +701.0 +7990 SEE SHEETS I&4 FOR VW4 M ANCHORor +794D +7M40 +70140 +70190 +70190 +7940 +70196 +7M40 +W9) +7019) +7940 LQCATIONB AND QUANTITIES.SEE SHEET �C Na,5$705 ?7 +7990 +70190 +70190 +70190 +70190 +7940 +79.90 +70196 +701.90 *701.90 +70140 +79.90 3 FOR ANY FOR THE FL ANCHORS REQUBIED FOR THE FRAME ASSEMBLY 1Y_ 78` +7990 +70190 +70190 +70190 +701.90 +7990 +7990 +70140 +70190 +70190 +70190 +7940 -TUBE. •b ''�(O S%LU^ 84• +70190 +7990 +70196 +701.90 +70190 +7&40 X01• 18E£SHEE74FORADDITIONALSAMKOCONFOLIPATK1t48. IONAL `E 2)BEE SHEET4 FOR SNUBBERREQIAREMQUS. P •• .• • . . .• •. . M TABLE 11• FOR GLASS TYPES: Deems PrBesae W0 for SWBb WWWVX,AllAndw Gw4z 3)7/16°LASH pi� S-6.0ii SC3-'i18•WS')i 0• m c°prplyNg o4rh 4m Plaldn WbMow WNBn 7)7/$°LA14�•IU:(,�/•Ir AN-1/4°OIR-3/18°VS-6MJ'SG-3/18°HS) 4ldlWCodoLAM (( +andff28 2&15MW 27-014• 30• 33-IM 35' 3r 9)7/8" Isl 3118°T-4 %AIR-3/18°MB•.0gr SG-3/18°HS)unler2S' +80/-13a +W 38 +901.130 +SM-130 +80U1W +W-130 +881130 -AN (CIRARAYAMERICAINC. 2 1sw +906130 +901-138 +9.130 +9W1SD +90130 +801.139 +8W1SD WW +901-090 +801-130 +006130 +W-130 +11101-190 +8011.90 '806130 led, • • • '949 ••• •• 48' *W130 ""430 +90130 +901130 "MI30 +90/130 +801-130 -I-'-� • • • • • • • • • T • ••• • • • • •• • 80$18' t9p1.130 +90Y-130 +gp1-139 +8Q61so 4WIS9 +9M-13o -;WI-3-0 • • • • • •• • • r Q 80• +801SD +80430 +801-190 +806130 +901180 +8.130 +8&•180 Waw • • • • • • • • • ' •• • • • • • ••• •• Lu ^ai s9' +01011430 +gp6190 +901-130 *801130 +8011E0 +806130 "MI N J 7T +901.130 +MI30 +6.130 +841130 4801130 +806130 +906180 N 78' 4110190 +9Wt3D +90130 +B01-tom +801130 +801.190 8 P. 6' +801 +9�t3o tem 190 +8011 +90113D =FOR N WWINDOWANCHOR Q SHEETSSEE LU a!f LOCATIONS AND QUANTITIES. 0 Z g TABLE 12: , o Daft PresnWe"forWhulowsAlleenedtoaV•1ketFIRMAssemblyTube d O � J LL, mwtan z O mttBr23' 281915' 214W 3r 33t1x 35• 3r w(L Anchor OM hia"lloup AndWGmup AWJWG" AneborGrew Ancboramp Anrlrorllcoup r fn A B O D A B GAD B C&D A B C&D A B C&D B AC&D A B C&D radar23' +10140 +M40 +701.00 +7.90 +7&40 +70140 +70690 +701.80 +74140 +70140 +7q•8D +7-w +7040 +701.90 +701-9D +701.80 +70180 +701-80 +7V-W QW-410 2&1Wt8' +7&40 +70190 +7040 +70!_90 +7W90 +7&40 +7090 +7090 +70110 +7040 +70-90 +70190 +7040 +7090 +7W40 +70140 +7040 +7090 +7040 +70190 lA N Z 38913' +70190 +70-71.8 +70,90 +70140 +70$1 +70-90 +MM +7090 +70.0 +70.90 +79.90 +70140 +7940 +7090 +7W80 +�9D 0W410 +TOM +704D +7080 t/) 48' +7.73.1 +141.3 +7090 +70140 +184.8 +70ID +7W40 +7.90 +7040 +70190 +7087.8 +7&40 +70140 +7040 +7080 +709D +7W9D +70ID +7048.9 +7W40 Q 8044 4149.3 +l-K3 +7W8D +70190 *&6l 4 +70140 +70140 +70140 +7W40 +7090 +7W l&2 +70190 +7040 +7W40 +7940 +701452 *WM +7000 +7084,3 +70140 Q� 4i4tli +l-W8 +7W84:7 +70140 +/-51.8 +7081.2 +7W40 470X9 +7W90 +7080.8 +7.702 +7080 +70 40.3 +70.758 +7W4D +7&•752 +7040 +7090 +7&71.2 +7&40 Z g T: 83' +1 BI.7 414&6 +7&457 +70.89.6 +M3 +7077.3 170.90 +70772.30 +7040 +70.85.3 +)-SU +7&40 +7.755 +701-74.9 +71Y9D +TW 718 +7.80 +7W-M 41.87.8 +7W0D J W FRS TABLE 13: i0'MAX.---i Lam. ABSEMB Y -7--� I Tim Destim Plasmas W*fbr Wbmalre AOaohed to a HmkwM Frame Asernblynbe T m ® ON n w e N Wadw iNkilh R E A Q. an clw 2845M8• 27314' 38' 93-117 3V 37• F �r $��ce 5 HEIGHT e- Manor AaGrm Atmhm Armdot Andes ArmW A � Anatwroreup 1 �9 Group G-P MOP Group Omrrp ..lL. --�I W0a)ptilr�„�, ADI71I6>rlAL do C AD All M AO B A C&D A B C&D A B CSD 10'11AX WmTFi (4�IP� n je ader23" +7090 +7030 +7040 +7090 +7W82.1 +7&40 +7940 +701758 +7040 +7&40 +70.74.3 +7030 ADDITIONAL BEESMEETSI&4 FORVtla4DOWANCdiOR o 28.15/18- +7030 +7090 +70.90 4T&30 +7040 +7090 +70.858 470-00 470.00 + +7019a +78190 ANCHOR 383!8' +7&40 +7090 +7090 +7&30 +7090 +7090 +7040 +701 gp +7090 +70100 +7080 +70.90 (4�IF RLQ. 3 FOR ANY ADDRtO t r4lWr +7W30 +7&•98 +7W30 +7030 +7&30 +7&30 +7W80 +70.90 47040 +701-M +7090 +70r.9pplplpIREQlIIRED FOR THE FRA9dE ASSEA06LY `� LYNN "4i/ +7&30 +7030 +7030 +70130 +7930 +7030 *M-W +7.90 +70140 +70.80 +7080 +70 g0 Wa)Tlt 1�- NBE+7&30 +7&•90 +7030 +70.90 +7030 +701.00 +701.00 +70-90 +7.90 +7090 +7&.90 +7090 SEE SHEETS 1&4 FOR WNDOWANCHOR+7030 +7040 +7Ggp +7&00 +70-90 +70140 +7&•90 +70190 +70/•00 +70.80 +701a +7040 LOCATIONS AND QUANTITIES.SEE SHEET it: No.58705 +7W-90 +7&30 +70.90 +7030 +7040 +Tam +7030 +AM +7040 +70190 +70140 47090 3FORANYADDITIONALANCHOR6+7030 +7030 +7&30 +7&30 +70r 9p +7-90 +7W-9D +7090 +70.00 +70 O + 4 TUBEREQUD FOR THE FRANC ABSEM8IY7090 7090 TUBE. �+7&30 +7030 +701 gp +7030 +7080 +7090 ( 3�5 SITEie� IN ••�Id/1 1)SEE SHEET4 FORADDITIONAL SAMPLE Cf AMM. '��ss/L .`E` 2)SEE SHEET4 FOR SNUBBER REMAFMMENTS. �� TABLE I4: FOR GLASS TYPES: Dodd Pmmn(pa0tor8fr*vw*W,Al AIWWQox" 5)718'0M.011 1W 1:771 r4R-11$•AN o• "PVB-118°AN) PRODUCT'RBYISED ,�, es eoptplyh�gaithuwi+�tlae • • • it • • Dt� i i i ��-o;✓1q•16 Wwter23' 28.18118' 27514• 33•va I 36• 3T • • ••• • ••• • wtia�Dew ��$• wder23• M-0 +7 80 +70M +701.98 +71W90 +ROM sMM 26.18118'• +701-W t7QL90 +7W90 +701.0 +MM +70.89 +M90 3838' x7748 +70/80 +M40 +7" +7Q680 +70.90 +104 •• • • • •• 000 •• 48• +70690 I +Mw +M40 +70!40 +70130 +mm +70x80 7-- • • • • • • • • • f • ••• • • • • •• • �- 60SJ8' +70.90 +70.80 +701.80 +7Q.9D 170'-W +70.80 +70.90 • • • • • •• • • W Q 80" +701.90 +70x80 +70740 +70x90 +7869D +701.98.8 +70WO HEIGHT • • • • • • • • • W 83• +7 +70.90 +70+80 +70.96 +70y 7 2 +78x84 +70P79.9 11 •• • • • • • ••• •• Z 72' +70140 +70740 +76.88.6 +701819 480-70 H .4 +89x879 � � 11 78• +70a +70.90 +787883 +70-78.7 +80x7.2 +80186.2 +80743.3 L(1U. Q 84• +70140 +70890 +70+81.3 +8111.70 +80.81.8 �yyglppryy WIDTFI BEE SHEETS 184 FOR LLI TABLE 16 WINILOCATIONS ANDND QUANTIFIES. Z DwW PmeeumxQ (psfl for WBadawe Atlaohe0 to a YetBmi FreDw AeeembN Tube d V N O m a LL 0 wdar2v 28•+8118• 27514• WlndoeWl� � 33•vr s6• 3T Z � � � Aneho QmW Anmwr8lroup Arwhwemlp A�rGroup AnehD G" AmhwGmW AmiwOmup Q 00 A e C D A 8 C$D IS A,C6D A B CbD A B OBD 8 A,C&D B A,C&D Lo r O �„ wWm23 +70880 +70.90 t70y8D +70x90 a7W4p +70y90 +70140 +TW4D +70150 +70f•8D +76!80 +7W40 +70-90 +70/•80 +70.90 +70690 x70.90 +70.96 �j 4� 26.1878• +70-90 +7AM +7W.W +78-80 +70"M +70x80 +70.90 +70M +70140 +701.90 +70x80 +70180 +701.90 +70146 +7W8D +70180 +70x80 +70x909838' 770x90 +70-719 +7oym +70140 +70x81 +78440 +70790 +7W80 +70740 +70.80 r7Y40 +70140 778+40 +7Q/40 +70.90 +701.90 t7pK80 +70-8048• +70-751 +(87.3 +7x O +70140 +144.8 +70x90 +70.80 +70690 +78140 +70!879 +70180 +70140 +70158.8 +70140 +70.86 +70.90 +70.8&0 +70146+.�.3 s/84.9 + +78140 +J81A +70/90 +701.0 +70140 +70.80 +706882 x70M +70u90 +701.74.8 +70140 +70!$9.2 +70140 +70x84.3 +70+40 Q80• +/•88.8 +.48,8 +70144.7 +78M +1418 +7W4/2 +70140 +70189.8 +70-702 +70140 +70)40.3 *mu +70140 +704&2 +70.88,8 +70-71.2 +70/84.8 w ItSW +.88.7 +.45.8 +70!80.7 +7014DA +.48.3 470677.3 +70x90 +70x80 +70.80.3 +.88,9 QW40 +7Wx U +/499 +70147.2 +70.71.8 +701.84 41.7.8 +70.79.9 .O � sum t0•MA7L--►� �'�- Ti1BE Y "' W !( V TABLE 18: T i5 L7 V m D08%D Pm m="t r W n*M At%MW to a Kmk= I Fwaw Aeeembly T&a WQJOOF! eg '° a HEIGHT GN n N WbrWIb T_ 5r� M o1 M •m uDder2i• 28.1878' 275!4• 80' 33.1PY 58• Sr WINDOW FRAME aDDRrot4AL �+ IV ArMwt ADehor Anchor HEM SLY � ty�� ANCFIOR a" G" Gmnp Anohor0 pmlar6mnp ArohorOra�p T (4)IF RSO 12LL AN AD AD B A,08 D p B CBD A B CBD 14P MAX. SEE SHEETS 16 4 FOR WINDOW ANCHOR o>a� o LOCATIONS AND QUANTITIES.SEE SHEET z Z urMer23• +70.80 +70180 +TQ/40 +78.90 +701.7.1 x7040 +70x80 +70.78.6 +7tW80 +70140 +70�-74.3 +7tl40 A�m�� SFORANYADDR[ONAI.ANOHORS o 26.1IW8' +70140 +70.80 +70140 +78140 +70680 +70140 +70/86.8 x70.80 +784-80 470+$4 +7pf4p +7M40 REQUIRED FOR THE FRAME ASSEMBLY 36-W +70-96 +70140 +70J4D +M40 +70.80 +7+1140 +70.00 +70x90 +7040 I +7W40 +70M +70140 TUBE. 48• +70140 +701.90 +70740 +70x80 +78140 +70690 +78PW +70740 +70140 I +7 40 +70F80 +70780 6088• +7o14D +70.am +70140 +70-90 +7ox� +7490 +70.80 +70.80 +TOM +70.90 +77x80 +70140 ... 80• +70140 +70140 +70.811 470x90 +7W80 +70140 +701889 +70x889 +701.8&8 +70184.8 +7944.8 +781.84.8 `� O, ••••••,, F ' WIDTH GENS.•'•.'p SEE SHEET818 4 FORW0MMANCHOR : 88• +70-90 +70680 +70.90 +70690 +70!472 +78787.2 +70.84 +7484 +78.84 +70-78.9 +7W-M +70679.9 LOCATIONS AND QUANTITIES.SEE SHEET 72" +70690 +70x811 +7W88.8 +70x819 +801x0 +80670 +�e188A +BA6(8,4 +801.88A +80147.8 +80.879 +891.7.8 3 FOR ANY ADDITIONALANCHORS 78• +70890 +70x90 +70688.5 +"M7 +6".2 +80!472 +f10.882 +801.88,2 *W4,2 *W41&3 +87.83,3 +OOb839.9 REQUBBeDFOR THE FRAME ASSEMBLY +-7 (0 94• +70680 +70.90 +70x81.3 480-70 +80.81.8 +8W41.8 Tum '�7�'• 'IO •t;tJ I;SEE SHEET 4FORADDmONALSAMPLECDre:roMTuz� '�%`r��/UP1A4��``• 2)SEESHEET4FORBNUBBER EeII M `LLWNx1V9tt•B�b`.E •. .. . . . .. .. . . . . . . . • . . . rABLE1r. FOR GLASS TYPES: 8 7/8°LAMI. 3/�+o 11 AIR-3/1 SG-3/16°ANOAWhh�Flmlm Preeewatpsgw>�nDtewatows,ADanclwroroupa ) ►�=Z •`i�i 4'. • ��;•�. ) aeaoarpl7�a wawa 8)7/8°LAMI.ISG:j3tj8°f-1/4°tIR:3/18°AN gOOOS S6-3/1(°AN)A. Acce s i -d8 .1 S mWer2V 2848M' 21-314" 3$' 334W 38' I 3T -W-SENTRY Y . under23' +800-130 4801-13$ +6-130 +x-130 +80l= 14W424.81 +801.138 BY 2646118' +901-130 +801130 +801-130 +801.130 4MI.13D 1800-130 308!8• 4801-130 +801-130 +W-130 +WI-130 +W1-130 4801.130 • • • •• ••• •• 48' +800-130 +801.130 +80 w 480/•13$ 4900-190 480-130 .00 • • • • • • • • • ••• • • • • •• • 803/8' +8M-190 +BOJ-180 4901--130 +800-130 tBON 1� t8m 130 • • • • • •• • • � a a W +WI-130 +801.130 +800-130 +800--130 4901.130 +80130 WDIDOW • • • • • • • • • FIEIOFfT •• • • • • • ••• •• 63' +84-130 +801-190 +801130 +WOI-190 +901.190 +801.1 72' +801130 LU +801-130 +e1-130 *W430 480!•190 +800-118.7 7W 490/-130 +9.130 "DI-130 +80.130 00-IK2 +9.118.7 +901.109.8 -1WINppW LU � 80 84' + -130 +8W-130 +900-130 +90-130 +800-118.4 WIDTH yZ Q. [Q' SEE SHEETS 184 FOR Lij WINIMANCHOR LOCATIONS AND QUANTITIES. TABLE 1& it PWM Pressure WO far WUIde•s AOechod to a Veft Films Assembly TubaO --t LL WWW WW11 Z Q ID made2r 2&1918' 27418 30' 33412' 37' � O 0)- Anchor Mop )AnchorMonp AathatQM AncloGraap Anthar8map AnchorOroulo AnclartirauP Author G V Lo 04 (0) O � A 8 C D A B C&D B C&D A 8 CSD A B Cal) 8 CSD A 8 CSD �j ao �. nadr29' +781.90 +7014D +70-90 +701.90 +70690 +WW +70.80 +70140 +701.90 +70690 +701,90 +70130 +7440 +70140 +7490 +701410 +7014D +W4W +70140 +70140 0 2&15118° +70,90 +TOV90 +M430 +70-90 +70.90 +7014D +70-90 +70.80 +70-90 +7W.90 +7U-90 +700-90 +7030 +70M +70.9D +70.90 +70690 +70410 +M4D +70-� �� 00 (�/� Z z 38%W +701.90 +7471.6 +70,9D +70140 +70.81 +70.80 +701.90 +MM +7440 +M +7090 +7030 +7440 +70.90 77440 +70.90 +7090 +70140 Wit-W +70.90 SS 48" +706711 +1457.3 +74.90 +7440 +/.80.8 +70.90 +MM +74.90 +74.90 +70.80 +74.87.8 +74.90 +7430 +7430 +7440 +744* +74.80 +7&40 +74.88.9 +74,90 52 W4W W-M.3 +1.813 +7440 +70.90 +1.81.4 NW40 +74-90 +MSD +74.90 +70140 0-433.2 +701-90 +7430 +7440 +74,90 +74.8x2 +7440 ' +74,90 +74.84.9 +7014M l,Z 60 -0-58.5 +1218 17.847 +7490 +151.8 +7481.2 +7490 +7CI +74.20 +7.49.6 +7•.70.2 +74,90 +7480.9 +74.78.6 +7430 +74 782 +70140 +701.90 +74-7L2 47.40 Z U, 1- 83" +1.�.7 +/-418 +74.807 +74.20.5 +i�19.3 +7477.3 47.40 +74.729 +74,90 +7445.5 +6889 +7440 470678.$ +7*674.9 +7440 +701 +74-90 t743a6 +14'!.8 +70190 FRAME �0 (� 10'MAX. ASBEA0I.Y TABLE 19: I m 0881P PammOs M01br VW&=Attached to a Ibdz4Mal Fame Assembly Yoe WINIM Bwallow VAM HEIGHT under23'�2�5-16NW 27.914' 30' 33.1W 98' 37• WINDOW A88EMBLY tj Anchoror Anchor Anchor Amdror Anchor TUBE ypg1DOYV -a c AnchorCkayr Anchor6roup Group Omup Group tiroUp Q.W WDIN AO AD AD8 ACID A 8 C$D A B CaD 1W MAX (4}iFR� oz 4a1m 23' +70120 +7.30 +70680 +7440 +74411 +74-90 +7.46 +7478.$ +70!40 47.80 +7•-74.3 +701.80 ADWIDM SEE SHEETS 18 4 FOR WDIDOW ANtD10R ANCHOR LOCATIONS AND QUANTITIES.SEE MEET+7.311 +70/90 +701.8$ +7040 +7040 +701.80 +70148.8 +7430 +74M +7434 +70W +78190 AA B'REQ 3 FOR ANY ADDITIONAL ANCHORS 38878' +70690 +70190 +7440 +70140 +70.60 +701.80 +70190 +7440 +70620 +7430 +70680 +70180 RE IRED FOR THE FRAME ASSEMBLY �` ��ONy CE +70620 +70620 46' 47.40 +700-20 +70/46 +7440 +7430 17440 17040 +70190 +70690 +70680 I WDIDOW 1 1103W +7.40 +70140 +76M +70140 +7040 +70680 +70140 +7.40 +7040 +70140 +7440 +74,90 I VAM 60' +7040 +7.30 +70690 +7W,90 +7440 +7W-9O +7040 +7W40 +7090 +MW +7.30 +7440 SEE SHEETS 1&4 FOR WWDOW ANC HOR - NO.$6706 or +70620 +7090 +70190 +7090 ►7490 +7490 +7.90 +M-W OaM +7••90 +7040 +7W.911 LOCATIONS AND QUANTITIES.SEE SHEET r 72 +70620 4+1$/60 +70/80 +7W-W +7.90 t7gt90 +7090 +70690 +TORSO + +7.40 +7.90 3 FORANY ADDITIONAL ANCHORS - -7 0 _ TJX +7430 +70190 +7040 +70W +7490 +7.90 +7090 +7.80 +70690 +7040 +7.90 +7.40 TUBE REQUIREID FOR THE FRAME ASSEMBLY :�1p�' 37 E O s I I 84• +7-20 +7090 +70130 +70680 +70b9D +7440 i��s':rCOR10P.• ��` �� 1 8EE 4FORADDITICNALSAMPLECONFIOURATDNB.2)SEE MEET 4 FOR8N 1B8M REMl1NEMENTB, P.H.aB87ef P.& .. •• . . . .. .. . • • . . . . . . . . TABLE Item Delp.! DN" on latedal ASSEMBLY DETAILS • ••• • ••• • • 1.124• ,�. ,�• —""I f"'-" 1 7002 Mainframe Head,5111&Jamb8083 T8 Alum • • i• • •i •• • •i o•NOK 434' 2 7071 Anchor Pieta 808,9.78 Atom DETAILS SHOWN FROtd THE OJTERIOR • • • • • 291V T 128` 3 70M Sash T 80tt0m&51de Bail 6063-TO Athan • ••• • •i• • • T r» 2701• 4 70108 Frame Comer Key Sted NOM. 5 70M SeshComer K Sted 3 6 7078 Frame Go" %w Poem 2138` 7 7072 Sash CanwrGauket VBgd Foam • • i ••• i•• i•• •• 2784" 8 70� Bulb Weazluerstri .187"x.276° Flex PVC 70 • •0 0 0 i•• :• • pgg. 10 7024 Maxim M uld-Print Lock Sted • • • • • FRAME HEAD, SASH TOP, 71 FRAME 11 7026 Lock S Plate heel • • • • ••• • SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Maid-Lodkuee r steel ASFIEODUEDPER CORNERS $7002,8083-T6 #roo3r6OS3-T6 #7004.6083-TO 13 71113 'Re BarGhdde won TABLE 3,1B�ET4 2 1 14 7015 Ile SarAmembly Bleelar88 15 x N&Idm rater ww•=2a^ Std . 040 ,Opp' I 2203` .-I 16 7027 Maxim DudAnn o raMr WNh24° Steil 17 7= erstorB"A Foam 7 A2r p1Xi' 18 �]. emtor Saki Plate Steal 19 7051 razor Block Nylmh 3 FIXED ' 20 7082 Stud Bracket Skeet 21 7033 ratorTrack&Slider Dud Arm Steel OAN071,W6CHOR -TE 60 SCREEN FRAME 70 ADDON 063-TO 22 7029 HI He Manuf. Tmth toed #7071,$063 TS #7ooe,8053 re �34,80�-� 23 7050 Hin le HD Mand. Tndh Sled 5 24 Sradhbar AMI-blowout di tiled 31 Dura Sed a Shed JI90` ::9__.1 " n 32 1713 Setts Block x 16°x 1-1/411 EpDM 33 1714 Settt Block X71wiltk 4v EPDM 85 .ems, A, 35 711Lead Bead B 80 48Atum 36 7002 tmdBead C 8081-Tsaum 37 7059 Lord Bead D 8083.78 Alum 1 38 1224 Vin Bulb Ra PVC 70 35 BEADS 36 BEAD C 39 1225 Vin Bulb Flex PVC 70 O 97038.6063-TO #7042,6063-TO 50 Dow 88951flumBackbaddl INTERIOR 60 7006 Sam Frame 3106•H14Atum —, .17, 6i 7040 Screen Comer Pdypropceae 6 1 6� SinCloth Fuss k: 63 1635 screen S Bne E30 PVC 4 64 3W Screens n SlaWea aw 8 -- 060' In 194 Add-on Fla a BON,-TOAhm. FRAME T ~^� 71 7004 Frame Tube 8083•TOAIu BEAD D w W32X AM Ph.Pru Mash,ScrTYPE B swim a Steil CORNERS 37 #7059,6003-T6 PROMICTUVISED 81 1157 ®Bx Ph Pn.SMs &ddaesBled 88es rAary17M3a41dhboPt0dds !D ri8x So M.Pio SMISelainleea Steal 11 k k 1 k t l l/ Al. 13 83 1 BBx 71r FI.Ph.SMS stmess stoatL�Lr C7 pN'I. , �F M/ �� Revised Sr. 0ae: Revlelon e 84 118x1°Fl.PtLTEK StekdaseSteel �� ,. .....�S • 85 Itax I"Qww Pn SMS Stainless Sted 86 #8X1-VrQuadPnS&S Sm6dase et elhla 08706 �r Rataed Ey: Doke: Rev1NOn a 87 B10x Ph Pn TEFC 8MUdeea Meet - - LM 5115/15 CHANtiE TtOs sitEEr 89 810.24x i6°Ph.Pn.TYPE F Stainless sled 0'�4r�� Lt &12x 1°Ph.Pn.TEK Bteinless Sted :Pl., sr �d�rs j l� ® BOM AND CORNER NAEWS J ROSOWSKI `S'•,'FiO..... ;~ 1070VMCE� FL 34275 mks Owc ORAL CASEMENT WINDOW DETAILS-LM&SM 08/08/12 /,I/,,ll AL%% NOKOKOS:FL 34274 Sevka Seolx a �10 &OwhV No. Rev; A.LY1011611I RPF. ter.OF Aum, #29296 CA-740 NTS 10 OMD-CA740-1-M I A P.EA w t i i MIAM OAM M ANlr DAD19 COUNW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovieeonomv PGT industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product 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—Dada 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 AHI may immediately revoke, mdifX,oruspend#hem, of such product or material within their jurisdiction. RER reserves the o revoke this acceptance,if it is detertrunade County Product Control Section is product or material fails to meet the requirements of the applica le--bu'ding code. product is approved as described herein, and has been designed to comply with the rida Building Code,including the High Velocity Hurricane Zone: ESCRIPTION:Series"CA-740F Fixed Casement"Aluminum Fixed Window-L.M.I. APP OCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed V. — asement •details - LM",sheets 1 through 110 a e ,w revision a repared by dwauflcture4..... signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami--Dade County poduct ContpoURevision . stamp with the Notice of Acceptance number and expiration date by the Miami*ode County Iiroduct... •• Control Section. 000000 • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••••• ;••••• •..•• LABELING: Each unit shall bear a permanent label with the manufacturers amp&pr loget-c�itn stater•L-9 model/series,and following statement:"Miami-Dade County Product Control ApIltoted",unless otherwise•••;• noted herein. •• •i • •. RENEWAL of this NOA shall be considered after a renewal application has beef: filed and ttefe19As beeg.• • •, no change in the applicable building code negatively affecting the performance of Dais Droduct.•..0.• :*Of*: TERMINATION of this NOA will occur after the expiration date or if there has been a revisidii or't hange in the materials,use, and/or manufacture of the product or process.Misuse of this NOA*as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1218.11 and consists of this page 1 and evidence pages E-1 and-E-2,as well as approval document mentioned above. LNOA The submitted documentation was reviewed by Manuel Perez,P.E. No. 15-0519. MAMINte: April 11,Z 8 ate: July 16 015 '� Page i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted under previous NOA No.121.218.11) 2. Drawing No.MD-CA740F LM,titled"Fixed Casement Window Details--LM", sheets 1 through I 1 of 11,dated 08/08/12,with revision A dated 05/15115,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of a series CA74OF aluminum fixed casement window,prepared by Fenestration Testing Laboratory,Inc. Test Report No.FTL-7063,dated 09/17/12,signed and sealed by Marlin D.Brinson, P.E. (Submitted under previous NOA No. 121218.11) •••• . . 0000 0000.. C. CALCULATIONS •• ••• • 1. Anchor verification calculations and structural analysis,compl"With FBW-!Fh •••• • Edition(2014),dated 05/16/15,prepared by manufacturer,sigogg and se0lecf by ;••••; Anthony Lynn Miller,P.E. 000900 ,••••• 00000 2. Glazing complies with ASTM E1300-04 • • 00000. ... . 0000. .. .. •• 0000.. D. QUALITY ASSURANCE •••••• •• . . . . 0000.. 1. Miami Dade Department of Regulatory and Economic Resources QtER).•..... . . . . 0000.. 0000 0000 . . E. MATERIAL CERTIFICATIONS •••• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas@(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. ?1116wz Iz Manuel P P.E. Product Controlfiner NOA No.=519.15 Expiration Date: April 11,2018 Approval Date: duly 16 2015 � E-1 . a PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FEC-P Edition(2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No.12-1218.11,issued to POT Industries for their Series"CA- 740F Faced Casement"Aluminum Fixed Window-L.M.I."approved on 04/11/13 and expiring on 04/11/18. 0000 0 0 0000.. .. . 0000.. 0000 . .• . . 0 0 000000 .... . 0000. 0000.. 000 . 00000 0 00 .. 00 000000 . 000000 0 . . . 0 0*000: 0 0 0 0 0 0 0 • • 000000 00 • 0000 • • 00 0 � I Manuel Pgrwp Product Control XiftAer NOA No.15-0519.15 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 . OtIB'IAAErA76D 7118'IAMMED GENERAL NOTES:SERIES 740 DESIGN PRESSURE RATING IMPACT RATING MAU STAMM GLASS UrAM IMPACT-RESISTANT FIXED CASEMENT WINDOWVARIES, RATEOFOtLARGE&SMALL BEE SHEETS 6•10 MISSILE IMPACT RESISTANCE A SYMIAAPA SWANNEALM OR �� T AMMUrAM 18'AWME 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLYGLASS GLASSWITH THE REQUIREMENTS OF THE PLORIDABUILDINGOODE. �,��INCLUDINGTHE HKiH VELOCTIY HURRICANE ZONE B1VHz) am &3•v;sMwMffWIDTH(DLO) 44. S.SEE SHEET SS'GLASS lV1&•GLA8S DEBRIS REGIONS.FOR INSULATED LASS p�TALLATIONB BITE 38 BITE ABOVE 30'IN THE HVHZ.THE OUTBOARD LITE(CAP)MUST 4•MAX TEMPERED3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY.USE 1 IF JAMMAXONLYMIAM14MDECOUNTYAPPROVEDMASONRYANCHORS. 8sJAMBIS 32 80 AVER 80'. MATERIALS USED FOR CONCRETE EVALUA NITS WERE SOUTHCONCRETE GLASS TYPE 1 GLASS TYPES 2&3 PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCtETE WITH MIN.KSI PER ANCHOR TYPE.SEE TABLE 3.ViEET 4. Ire•NOLe 7re'Nm GLASSGLASS STAgt .,,,I SKS'LAMMIM G1A9SSTACK 7%B'L 4)ALL WOOD SUCKS LESS THAN -1ICTHICKARETOBE 88' / A.SEE I.�y.2 78' e� I .MaSSTACK 7AVLAA9NIATED CONSIDERED IX INSTALLATIONS.lXWOOD BUCKS ARE VlBIBLE OPTIONAL IF UNIT 18 INSTALLED DIRECTLYTOSUBSTRATE. wow / GLASS HEKaHT SWANNEALEDOR WOOD BUCKS DEPKWEO AS 2X ARE I.IPYTHICK OR GREATER. HEIG-IT / 7tte ® W AUWACE IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO KSATSTkr3mDea>pDcua3s PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK ro40) IWANNEALEDORt TEMPEIWGLASSI�l �K T•teaArs � T DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHISECT OF RECORD 23'O.C.MAX 98 GLASS LW 38 sne AwaeAt®tet IF JAMB ISMM �- HEAESTIttiTHENBData69 &)ANCHOR EMBEDMENT TOBASE MATERIALSHALL BE POND Or OR LESS IIMWGLASS a 1,GLASS WALL DRESSING OR STUCCO.USE ANCHORS OFSUFFICIENT L 37 BITE 87 SITE EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 23'O.C.MAX IF "� B C" 1S"O.C.MAX.IF SEALW01FLAIIHMO STRATEGY FOR WATER RESISTANCE OF NEAR OR SILL � HEAD OR BILL 31 to 3f SIGPWALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE IS 80'OR LESS. IS OVER 8G 32 32 SCOPE OF THESE BUnRUCTION& o)SHIMS AM REQUIRED AT EACH ANCHOR LOCATION WHERETYPELEVATION OF FIXED CASEMENT WINDOW GLASST SES 4&5 GLASS TYPES 6&7 THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHOD . 7 CAPABLE OF TRANSFERRING APPLIED LOAM INOODBUCKS,BY etwlaseTAgc 1 _ ' I�_IWIAMMAnD OTHERS,MUST BE SUFFICBTNTLYANCHoREO TO RESIST LOADS TABLE 1: I ` I `' GLAOSSTAM IMPOSED ON THEM SY THE WINDOW. G1888 Types 8118818 fl6'A412�AC8 8118 AD88 AL3DOR 7)DESIGN PRESSURES T 8r titAee AtIB'TEdtM8E0 SAlr4TffiNFR0 A.NEGATIVE DESIGN LOADS EASED ON STRUCTURAL TEST ?4:1G 118 An-.oBo'PYB-1I8 An 8 YAM=CA..AI PRESSURE,FRAME ANALYSIS AND MASS PER ASTM E1300. 13At1-. sM a HFitT81A86 B.POSITIVE DESIGN LOADS BASED ON%ATMTEST PRESSURE, - 39 STRUCTURAI TEST PRESSURE,FRAME ANALYSIS AND GLASS 8 -3118 H8 9 PERASIME1300. 4 -7118AIr.IIB•An-.080•PVB-118 An 10 1u18LILA88 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESM= 5 118 T-7118 Air-I&An-.OW PVB-'U8 An 7 3T i BITE TO RESIST THE WINOLOADS CORR�IDINGTO THE 8 18'An-U4' r- 18'An-.OW 80-311 8 1 REQUIRED DEMGN PRESSURE.THE 33-103%STRESS INCREASE 7 fir 18 An- Air-3!18H9-. 8 - 18 HS 9 HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 8 1 -114'Alr-3MV An-. -3118 An 8 g1go LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 9 7/8 G 18 T-114' -.098 80-311 9 32 PRODUCTRBV6�D ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT - P ODUC RUVI 160 FIaMB WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 'P1/8e 8UT INTERLAYER SY KURARAYAM ER C INC GLASS TYPES S&9 Bnildipg cane REQUIREMENTS OF THE FLORIDA,BUILDING CODE FOR �' Y NTSRLRfERBRKURIFRA► CORROSION RESISTANCE • • • • • • ` 7 Rema ee S Acceptmxe l3 0 1q•IBM • • • • �LYNN �1a 9)REFERENCES:TEST REPORTS F7L-7a63,3S78,9880.3724; GENERAL NOTES_.. • � • • • • ,!) OBps'•.•!C. i� ELCO ULTRACON AOA:ELOO CRETEFLEX NOA:ANSBAF&PA NDS ELEVATION _ � • • r ! •� F % Revlsad S7 Oot� Rev7etar�A FOR D CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING OETAILS-.... 1 Y[ No.58705 :�[ LM 6!15/15 a0t4) MANUJALINSTALLATION—2 C ASSEMBLYTU13E DETAILS......3 = ® Deea4 itmc W. ANCHOR SPECIF0AT10NG&A—4 . .. a GENERAL NOTES&ELEVATION J ROSOWSKI o : ANCH�Quautlnee_..� a e • • �•�17, S ` DE8IGVFRE • �10 • • �.A <fj 1070 TECHNOLOGY DRE Mtee Rotx ASBEMBLYDETAI 11 lC D� �1, N.VENICE.FL 34275 M •— • •• �,cS�4v' •1 C��` P.O.BOX 1829 FIXED CASEMENT WINDOW DETAILS-LM 08!08!12 •• • •.• • �,�7jt� P.E. NOKOMI;FL 34274 PPS CERT.Of AM. 029296 CA-740 NTS 1 OF 11 MD-CA740F-LM A INSTALLATION INSTALLATION INSTALLATION OPTION 1 0187 -EOOE DIST OPTION 2 OPTION 4 INSTALLATKXI MORS DIRECTLY TION BiSTNTO20NADX3'lOR8 ANCHORS DIRE ANCHOR ANCHORS DIRECTLY INTO 2X WQOD. REQUIRE SUCKWIDTH INTO METAL EMBEDMENT INTO . TYP.ANCHOR •'•0' r--1 MAX TYPE SHIM EDMENT A8 RE4UIRED $12 STEEL EDGED 18T ':.',. 4 PERTABLE3, 2 8ELRDRIWNG PBU , 3 8HEET4 BMS,SEE TABLE 3. Sffimm 3.T 3. 2 f SHEET . 1,... SHEE•T4. 4 ,�, i DADE APPROVED 3 EDGE MULLION,ALUMINUM. DISTANCE STEEL FRAMING OR ST'EELSTUD. •a. .• 35-37 1 EMBEDMENT VISIBLE LIGHT WIDTH(DLO) "1 f EXTERIOR 70 WINDOW 1AflDTH - - -u FLANGE Qom, HORIZONTAL SECTION A A sILLa,u�s sBE DETAa Al.BELovY •OTES; NOTES, 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS WINDOWCOMBINATION UNITS. WIDTI,WIND0W VADTH-7 HEIGM 1)USE ONLY SUBSTRATE-APPROPRIATE / ADDITIONA INSTALLATION HEIOHT:WIND0WHEK*ff-7 HEII#51' VISIBLE ANCHORS LISTED ON TABLE 3.SHEET 4. � y � � AN04ORS MAY NEED TO 13E LIGHT FOLLOW EMBEDMENTANDED( 77 (DLO)' DISTANCE LIMIT&ANY INSTALLATION / 10'MAC. I�TALL®THRCXJ(#i FROM EACH FRAMES AT 7('MAX �) BUS OPTION SHOWN MAY BE USED ON ANY FROM EACH SIDE OF THE FRAME mow SIDEOFTHEVANDOW. ASBEMBLYTUBECENTERLWE a2)ALL WOOD BUCKS LESS THAN 1-1Y8 SEE TABLE BELOW: THICK ARE TO BE CONSIDERED 1X 10"MAX. -r t / Spte In= Tate WA INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL.UNIT MAY BE INSTALLED r W� AnaLot DIRECTLY TO SUBSTRATE WOOD BUCKS SEE PETAL A2.BELOW �, %YAM A %C,D DEPICTED AS 2X ARE 1-VrTHICKOR I 0 0 GREATER.IX AND 2X BUCKS(WHEN USED) 23•-a r 0 1 SHAT.BE DESIGNEDTO PROPERLY y 2V* 1 1 TRANSFER LOADS TO THE STRUCTURE. 38 38 WOOD BUICK DESIGN AND INSTALLATION ea hmldo A TAM IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.MAXIMUM 1 0 3 SHIM THICKNESS TO BE VC. 2a•-268 0 1 PE'TA. 48•+ 1 1 EVISID 4 Al DETAILA22 � ua,11 tx •• ••i i i ••• • • Revised Sr. hat« Rowaron a Ag —ma II 51ai•V3 18 • •• • • • r�1 {LYNhi ' r •• • • • s •�y,t. ......... i B L f 1• •• * •• i Review W. Dol« Ravhfon h TYP.ANCHOR E. lwMAX IM Z No.50705 LM 5/15/15 NOOHWIOETH168"m P.MSEDMENTAND :. W DISTANCE PER STE. •" J BEE TABLE% 4. .CtN1C2METME •' • • ••• - Pe IS „ ® G ENE�RAL NOTES&ELEVATION J ROSOWSKI 1. • • • • �p s • net« PERANCHOR • • • • • a T F W 1070 TECHNOLOGY DRNE Wife: REQUNT. : ...,,. ' . . . • �, k�pR�1P,.•' \� N.VENICE,FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 INSTALLATION OPTIO $. • •• • •• !; `� '�C\C?.`� NOK.O.BOX FL3529 4274s„ �y, scat« sheet: nrastne Rar a1sTALLAeuC�sNTRIP ' ' VERTICAL SECTION&B • • •.• • �,14iiA A.ILP � CERT.OF A11TIi. 929298 CA-740 NTS 2 OF 11 MD-CA740F-LM A • • • • • • • • • • • •• •• • • • •• •• FIXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING I CASEMENT/FIXED CASEMENT(XXO) , ,, as aawLN7i�wIW Gro l�lodde mmmusc«>a ry•a8>cI IIr FXIURE 1: FIGURE 2: 74C= moi"' Faro �1$ WINDOW / By . D FRAME va f / -,•,,,,,..ASSEMBLY�� HEIGHT T TUBE FRAME ASSEMBLY TUBE NOTES* Q 107,8EE NOTE 7, ^J �•-D THIS SHEET 740 BERMS /\/, 117P TO Y�t08 B EACH X �/ —CASEMENT WINDOW —� �% OTHOWIVIDUALWINDOAL FOR HNEEXTT coIZES NOT cLL WINDOW t / S WIDTH j DIMENSION SHOW OR HEIGHT h 740 I SERIES T40 E / DIMENSION SHOWN ON THETABI E8 Lu FWD PRODUCT CASEMENT SYa wDow. ASSEMBLY—_ C , 7 J L WINDOW { � E TUBE CASEMENT)MAYBEATTACHEDTO � � �Q { 7 �408ER1E8 THE FRAME ASSEMBLYTUBL FOR ALLWINDOW%USE THE WINDOWS a R ar- IZE 11 F� / NOA FOR ANCHORAGE,SAND V a V„ CASEMENTWIDOW �. DESIGN PRESSURE LIMITATIONS. OZ 0 •SEE PRODUCT 8 NOA FOR 777 3)ALL WOWS IN THE m 0 INSTALLATION SPEC8 COMBNATIONUNTTMUSTBEABLETO C4 Z Lo 7408ERIES / / WDMDUALLYCOMPLYWTTHTHE V- ; p FIXED EXTERIOR CASEMENT OTIVE ISNOAOFTHEIR r } Wwoow in 4) rz FRAMEA88EMBLYTUBETOBE m LL 740SERIES 7408ERIE8 FA8TENEDT0WIND0W,ASSHOIMIN AWNING CASEMENT DETAOS.WITHAM012X11SHEET O) w FOR SINGLE UNITS: YY0 D0W WINDOW METAL SCREWS,USE THE SAME � N 1�2 (n tp� 1)DETERMNEYOURWMDOWSIZE MIN.9i2X1•SMOiTHROUGH SPACING AND QUANTITY AS THEFRAME OPPOSITE FRAMEMEMM9;L W lo: (Q� 1� AND GIASB. INSTALLATION HOLES ASSEMBLYFRAME )THE FRAME ASSEMBLY TUBE MAY 2)KNOWING YOUR ANCHOR TYPE ASSEMBLYY TUBE S EXCEED BY ENGDi(ASU8ED g �� AND SUBSTRATE.DETERMINE TUBE MK#12X INA63 RAN(�DWlNIX7YNyORBE -1 �� LL YOUR ANCHOR GROUP FROM MIN.912 X 1• USED IN TEE OR CRO88 TABLE3.SHEET4. 1•SMS THROUGH CONFIGURATIONS. 3)FROM SHEETS 6.10.FOND THE INSTALLATKN CASEMENT H7,40 BERES OLES S)THE FRAME A88EMBLYTU�IS SHEET FOR YOUR GLASS TYPE. HOLES WNDOLM NOT REQUIRED TO BE CLOPPED TO N a FWD THE PRODUCTS DESIGN 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR �i 0 PRESSURE FROM THETABLE FIXED FRAMECASEMENT JOINTS TO BE SEALED BY INSTALLER LABELED TMGNPRESSURE C118FANENi ASSEMBLY WSW 7408Et0E8 � 0"FOR SOME WBWOYSALL WEW � TUBE � � FIXED 7)FORALLCOMBMATIONUNITS gig AN=R GROUPS. �L., CASEMENT A�TnONAI.II•�TALLATKXd AI�t1Oi8 i Q o 0 HORIZONTAL SECTION C•O ` I WINDOW MAY NEED TO BE INSTALLED a 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT c Z TIP—TO—TIP.FOR SIZE$NOT 16•MAX.FROM EACH SSS OFTHE SHOWN.ROUND UP TO THE NEXT FOR EACH WINDOW IN A 00MSINEDASSEMSLY• •f f•f • • • VOINT CAL SEW= VERTICAL.SECTION E-E FRAME ASSEMBLY7UBE AVAOABON SHOW ON THE 1)DETERMINE EACH INDIVIDUAL VWWOW TYPB,SM ANb GLASS MAIIIEUP,A FI•UMS U&2.iHISSHEET.DETERM NE YOUR ANCHOR WHIP FROM TABLE 3.SHEET 4. CB 0Imd E.SEE TABLE BELOW. ♦♦�L LYMN DIMEPISION8LK141MONTHE ACrlAnohasR®qulredaneaob ♦♦ 0� • f• • • • • ff• • E F'•,•` TABLES. SNool0p Fame 7kbD A ♦♦ '�,: CEN3 2)FROM SHEETS 610,FOND THE SHEET FOR YOUR GLABg� • • • *.0 • • • wndow 6)USING THE TABLES LABELED ••• •• f e •• w A 8.0 d 0 f N0.88706 4NINOOWANCHORSREDiJl�• 3)FIND GL DTHEDESIPRESSUREPROMTHETABLESLABELED 9MNAOWAMCIMRBZXWCTABLE82A&28.SHEETS4A5}THISMUSTBEDONEFOREACHWO�WIN _ {TABLES2A&2B.SHEETS4&5). THE ASSEMBLY.AND THE LOWEST DEMON PR988URE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP-FOR It SHOVK ROUNDUP TO 23'-280 0 1 DETERNSNETHENUI ER OF THE NEXT AVAILABLE WIDTH OR HEIGHTDMIN49ONSHOWNONTHETABLEB ANCHORS NEEDED IN THE HEAD. • 00* • 00* f • 28•+ 1 1 �Tr SILL AND JAMBSOFYOUR 4)U8INGTHETABIELABELED'IMNDOWAMLCFWRS�{TABl.ES2A&tB.811iE184&S�DBBERf�1�THENUMBEROFANCHOL�NF.EDEDNTHEHEAD.BOlAND F WOgay Arohor %Q AT .'•w: Y4INDOW JAMB8OFYOURWOOXriY • • • • • • HegM A 8.0&D ��'•;FCORLOI.•%��♦: •• • • f f • f• • • 0 0 tS •-•••• 6)NBIALLA8 PERTHE 6)NSTALL AS PER THE INSTRUCTIONS ON 8� MOTElW�+T ADD AN TtI�OW FRAMR+NTO THE SUBSTRATE MAY BE REQUOtED(SEE 2d• 0 t♦• N8TRUCTIONS ON MEET 2 SHEET 2),AND THAT MN.912 X 1•ANCHORS TO E LIED THR011OH Ri�E At�EMai Y TUBE(SEE DETA0.8�1 THIS SHEET} �k2l"Adlhi +`.e 28•+ 1 1 P PEA8BT06 ••• • • f • fef • • • • • • • • • • • • 000 0 0 0 ••f f 0 . . ... . • . .•• .. .. • . • .• .. . . . . . . . . . . . . . ... . • . . .•• l�RB'd ed u rpt iro 'aVdUV)dHOGVMWd'OVMMH39AVWSHOHONv(EIN eOBt.860' m NOW `�`' 7� ()��i�� • ••• • ••• • -aVd M IVJM ANv aNOA88 8aVMU S.40 MWYI N V ON31X3 aM WHONV(L GOA .003' At8 �/¢ atl swe so Ott atOJ0 �l� Ss ., • • • • •• • VA t TM 91.0800 (19N Siwe WWe'Zt9• • •• • • aN t .9 JA•Z 71ee18 POW A6t d A1S mm•8 0 3WV63H1dO81YWgNNtt9NOPM10L1O8MO0Y11v p A 44-B *%BMW uomnWWe.9N9 AA•L A ZA-E flow$oast LN3tV38vO 3B AVN18MOl m (M"378Vd0mmm • t d Wa-5 mn uwe�WWe.w aNi .ZAP eaaSWi >Eai3atar� A16t .4 aAZ WerouaO�BBZ eN .W6L A .t W )¢'S Ott.4A eD OZ ' At8 .B/E m my 90LB0'ON = Salk .6160 A M-E RPMPemw in AIB WW886V 8[N8880t4'Zt9ia Z B eoBo}t p .BPB .815 'aWM 91.59W (SO)81N8 Wets$t81 �` • • • • ••�A • .4h`t 9 dA O 8 Z uaaaNnWeW.4A WON jwl t as . 0 .B19 at I0 SS�f "'X' ayO� • i i•• 99A B<AO .819 .916 08+D MV ON 09D' .019 .BPS WW881ro 8tg988Ott.4t9�a l •• • M An AIS WW89EV 8W8960t4'Yt81e ON M91 (rf'D)SW8WWe'Y v At10' AIB in 'uI w 2L-900 (9t>)om mm'4tg ON •816 a aaht'8 o s0 mv-1 A d ieWB+eaM �roae+SflWWa.4R 40og X X X O X end 0•umom 'O'O eft Wags�S �W deo aWld '0•0 *3 eW*M MOW fte I =m MXM 0 0 X (•tom)M 3'ISVL £MW.L m g O O x S S fi S Z E Z Z Z Z Z Z Z Z Z Z ep8; AYt tt 9 8 at B 9t 8 Ot Bl Yt 8 8 Lt £t 8 B 9t Zt e➢18 S fi ¢ E E E E E E Z Z Z Z Z Z Z Z Z Z Z .4St r� X 0t tt 8t 91 0 t Bl 8 E B L B 8 Yt tt eP188ea1 S Y 8 C £ E £ S S S S E E E E Z Z Z Z Z Z Z Z Z Z Z Z Z OMEN B t LL L LL L L SL Ot L t Zt 8 8 StL E E S S S ¢ E E S E ¢ Z E Z Z Z E Z Z Z E Z Z Z Z PUS n 0 X 9 _LIL Ot 9 8 8 $ 8 9 0 B 9 9 of B 8 9 8 G 8 L Me � D n� _ 0 AL Y A__L E E £ E £ ¢ ¢ E E E Z Z Z Z Z Z Z Z Z Z Z Z Z v � * SOU 003lmgtl8 9 9 t S t 8 8 B 9 $ 6 L 9 9 8 9 9 B L 9 9 9 8 m & s 4 E B S S E e S S S S Z Z Z Z Z Z E Z E Z Z Z Z m 9 9 OL 8 0 B 9 8 9 8 L 9 8 8 9 9 8 9 L e018 Bua7 31 S E 4 E E E E ¢ £ S S S E Z Z Z Z Z Z Z Z Z Z emem m m 4 9 B 9 1 8 8 L 9 8 9 L 9 9 9 Lis 9 9 8 4 1 8 Mo 112- 1 S 4 E S S S S E E E E S E Z Z Z E Z Z Z Z Z � z 9 Ot 8 9 9 8 8 1 9 8 8 9 9 8 9 9 9 9 9 L 9 qmvjn N p fi S Y s E ¢ S E £ s s E s E z Z Z z z z Z z z E z is �, 9 9 8 G 9 8 L 9 8 1 9 8 8 9 9 9 8 9 9 L 9 8 9 L 8 ¢ual Z IJ E E E E fi E E E E S E E fi Z Z E Z Z Z Z Z Z Z Onetime 9 8 9 8 L $ 8 9 8 4 9 9 9 $ 8 B 9 9 9 t 9 8 9 9 am Win -W'Aa 0 S s 4 E S E E E £ 5 E fi fi £ Z Z Z Z Z Z Z Z A11SPOD 9 9 8 L 9 9 8 L 9 9 9 1 8 4 B 9 9 9 B 9 9 L 9 9 9 t 8 9 9 ePA E ¢ S S S E Z Z Z E Z -� I-lil -( k NOLLVWaO�Ni Y 4 9 ! Y 9 B xg 9 4 B 9 4 4 B B Y 4 L 9 4 L 9 Y Y G 8 Y 4 B m IVNOWaWl{O1133H81X3N338(4 E S Y £ E E E E E S E E Z Z Z Z L Z Z em PM 4 Y Y L Y Y L 9 Y Y 4 4 9 Y 4 9 9 Y 9 9 6 6 9 6 am U3 C 38 AVW 3MG ONOI aNV M0HS SMOONM MU(S(E E Y ¢ E E £ E E S E E S Z Z Z Z Z Z Z Z Z Z 1AWN mun £ £ 4 0 9 4 9 8 0 9 9 0 9 9 E B E E 8 4 S Y 1" '3'MIMUNONMOH8 ¢ E Y E £ E E E E 9 £ Z L Z Z Z eplg .Y NOI81 ENG 3018 ONO'1 NO lWHS 3ti8tl'IMAV JX3N £ E 8 Y £ 9 Y E 9 S 9 Y S S 9 E E 4 6 30U OL di1 aN(IOL'NMOHS LON 83EI8 MOA(E E E S E E £ E £ E E E Z Z E Z Z Z Z 4 S 6 9 Y E 8 4 E 5 E E 9 Y E E Y ¢ ¢ Y E S 4 WI dLL•O1 -CUBW S t £ S E £ E S E E S S E Z Z z Z Z Z Z Z Z l NMOHS SNOI8N3iM I nMM NO 01 E S Y E S 5 Y E E E 4 S E E 4 E £ E £ E 4 £ E £ £ £ E £ � D 3F11MUWAOaNIMT11 iOJ3IBtlLSIH138n(L S £ 4 5 £ E E E E E Z Z Z Z Z E Z Z aPA IM £ ¢ fi E E S B E S S E E E E E ¢ ¢ £ S ¢ S 6 E ePis E E Z Z Z E E Z• Z Z Z E Z Z Z Z PRO e'4' E Z Z Z Z E Z Z Z Z Z Z Z Z Z Z Z E E E Z Z Zfi ¢ E E S s S E E Z Z Z Z Z Z E E Z Z Z Z epi Yam tl 0 9 0 tl a 0 v 0 0 8 0 0 V if v a 0 g�'EfL.dS4'SL is zalm ffiltv MR_ ARM eW8 eAPiLloUauV aBB1ABN,LDl=Va tumotetu(a•wsi so owl pug ad perMbea Btogout►mopWM VL 3'18VL TARE 28: Window Anchors RequM(Over37"on ShortSide Dhnens)on) Wm eft PRonucrlRltvls® aY comAft vdM the F(oft AndrorT7pa {6-a5tq 15 A B C A C 8 C A B C D A B C D 8 C 0 8 C 0 A 8 C D Bxpfndion0eio t�� M"W �. 2 z a z 3 3 9 S S 4 $ 3 3 4 4 0 4 $ 8 4 8 8 d B 5 87 26.15FIV 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 4 3 3 $ 3 4 8 3 3 5 6 4 4 6 8 4 5 7 4 0 7 3' 9 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 9 3 3 3 3 Rad» 3 3 3 3 9 8 4 3 5 7 4 3 8 7 4 8 8 4 8 8 4 9 F- Q S7• 3 4 3 3 3 4 3 4 3 3 3 4 3 3 3 4 3 3 S 4 3 S 3 3 4 3 3 1)USE TiM TABLE FOR ALL WINDOWS PER lJ} Short 4 3 $ $ 5 7 3 5 7 4 4 8 7 4 4 8 8 4 4 8 $ 7 THE ELEVATIONS ON SHEET 1.D IONS 44' Sib 1 4 6 3 3 8 3 9 d 3 8 S 3 4 B 3 3 4 8 3 9 3 3 5 3 9 8F{WNN ARE TIP-TO-TIP.TIP. ^j Shal a 3 4 3 3 5 3 8 3 4 6 7 4 6 8 5 4 7 8 6 7 9 5 8 0 8 N LL 44.114• Lai Side 5 8 3 3 5 8 3 3 $ 8 3 3 5 8 3 S 6 3 5 8 3 8 3 5 8 3 8 8 2)FOR 812ES NOT SHOWN ROUND UP TO THE 3 8 4 8 4 4 7 8 7 9 9 8 NEXTAVAI ABLE SHORT OR LONG SIDE � sxlw 6 7 4 8 7 4 4 8 7 4 T 4 4 8 7 4 4 0 7 4 6 7 A 4 DIMENSION SHOWN O4 THE TARL s[ 3 4 3 8 3 8 7 4 4 6 T 4 4 7 8 8 4 T 5 B 8 10 8 1 W (a� LORDSide 8 8 4 4 8 6 5 4 T 8 6 7 8 5 4 7 8 7 B 4 8 B 8 8 4 5 4 BEINV Ri BHORTAND LONG SIDE MAY (h a UM VM 3 4 3 3 8 3 3 8 7 4 4 4 4 7 8 6 4 7 9 5 8 0 Po 8 6 8 or Law 7 9 6 4 7 0 B 5 7 9 6 6 10 8 0 $ 0 8 10 8 8 10 8 8 7 9 5 5 4)SEE NEXT SHEET roRADDmo l Shat 3 3 8 3 S 8 4 8 7 4 7 4 7 9 5 8 1 8 INFORMAXIM 88.13!16, Shia 7 9 B 6 t0 8 5 6 10 8 5 6 1 B 8 8 8 1 5 8 11 8 5 8 1 8 8 O LL 4 3 3 4 5 3 3 68 3 3 6 7 4 8 7 4 4 7 8 6 4 9 8 8 11 8 67-x. Side 8 10 5 5 8 f0 8 5 8 10 8 6 8 1t 8 5 8 11 8 8 6 5 8 11 8 B 8 11 8 5 Z 9 6 3 3 6 8 3 3 8 7 4 4 8 4 6 4 7 9 5 4 9 6 8 8 88' Lmu aide 8 t0 6 8 6 10 8 B 11 8 b 9 11 8 1 8 5 9 5 9 11 8 6 to � d z 3 4 3 3 8 3 3 8 8 3 3 7 4 4 8 7 4 8 7 9 B Nat 8 10 8 8 "716 8 8 8 8 1 8 8 1 8 9 11 8 9 t 8 8 9 11 B 8 9 Z 70• S 3 3 4 5 3 8 8 3 3 7 4 4 8 7 8 4 6 to y o a �, 8be 10 8 9 11 8 9 t 8 11 8 8 9 9 11 8 8 11 8 6 8 11 6 6 $ W W at 9 4 3 3 6 3 3 8 8 3 3 5 7 4 4 8 4 6 8 4 4 7 rl 8 5gFan Sala 9 11 8 5 9 11 8 8 9 12 7 6 9 8 9 12 1 7 9 Q W 3 4 3 4 5 3 3 $ 8 3 3 4 4 8 9 11 8 8 9 2 7 9 1 8 9 8 9 7 9 12 7 Q Rat Mb 3 4 9 4 5 3 3 5 8 3 3 8 7 4 3 $ 4 4 8 4 8 5 (� ti 84• La19Sida t0 13 8 t0 13 10 1 7 7 t0 7 0 1 7 Oft 3 4 3 3 4 3 3 6 8 3 8 6 4 9 8 8 3 t14' LM SW 14 18 10 9 � V I am ode 3 3 a EXAM LEI:FOR WINDOW SHOWN BELOW 1116'ANNEALED LAN.OLAS%IW MASONRY ANCHORS INTO CONCRETE.+70!•80 PSF DP REQUIRED,NO ANCHOR PLATE ON 10' 10' 4• p�xG' AWNING ANCHORS(SEE SEPERATE NOAE FMO CA8EMENTAtCNORS' a A)FROM TABLE 9,ANCHOtS C&D ALLOW A DP OF+70480. {}{}{}�� A)FROM TABLE 9.ANCHORS 0&0 ALLOW A OP OF+700•B;R.t. �� B)FOR THE JAMB.FROM TABLE 3.ANCHOR TYPE 0MSTHEANCHOR AND SUBSTRATE 1 / 8)FOR T M ITTM. y¢ ANG�O2AND ` DE8$tEDAND DOES NOT REQUIRETHEANCHORPLATE / SUBSTRA DESIRED N T�Eq�tCHOtPLATE �� yy VM4 C FROM TABLE 2.6 ANCHORS ARE REOWRED IN EACH JAMB. I 1328' • •• • • • • *09 • �� f�.• "" •.�! �i t„ / C}FROM TABLi 26.8 AYCHiR8dILR6RE9U88 HFiEACI ` �,:'13CENoF •;FQ i D)SIMfLARLY.2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. 61' D)SINALARLY.3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. N0.58706 E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. \\ E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F)PER RULES ONSHEET82&3 INSTALL IADDRWNALANCHORONTHEFRAMEA98EMBLY11 11 F)PEIbm E80�{ IEET2IN3�pLl 1 RWI4A`Ia�nQjjE�THEFRNMH '7� gT OF '` /4: TUBE SIDE OF THE AWNING(HEAD&SH.Q. 1 1 ASSEM VTUBMSIDEOFTHEFMDaMWM4TfiEAD&&LLL} '��•'• p;:' 4' 4' •• • • • • • •• • • �� •.,COR% e. 20" 2WV r AL smueR,PE. PB,de67ai ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A FOR GLASS TYPES: 1)5/18°LAMI(118 AN-.080°PVB-1/8 AN) mowicTRIMMD 'P17B°=SUT/U:RE INTERLAYER BYIQIRMAYAIdEFUCA,DIC. �N°15-b9ti4.15' TABLE 4• 0I>ak ❑ CealgOPMonm IX SIX&WWm%ADAnWwSwups � � BY WJMVBbte 4"m +n -mm 87' 4P 4&114' 83- 68' 83• LONG un0u8S' • ♦ •70fa0 • ♦ 470-80 • ♦ ♦ ♦ SNEF-� 9&BHS• ♦70-80 +mBD +moo +7040 +MM +mao +meo +70.80 +m-80 +740 Q • 4740 +moo +map (map ♦ +740.1 tm1.77 +7o-70.1 V4• .mop +mop +map + �7N441 �70FB&1 +4�D<M +4�"s +eaela T �.. SUM9 .� _"'I 8 �-"_' N LL 63-7!8• 4740 ♦76146 4mep •70140 •meat ♦80-70 4eD1.7o 40W.5 LJ.. pB• t +m8e +740 NO-1L2 ♦mat +8014JA *801432 1)SEE SHEET81,4&8 FOR W WOW ANCHOR Lu 83' +70740 4740 ♦mag •70Ne.& +7.7&1 480441.3 LOCATIONS AND QUANUTIM ¢ 7s• +7040 rTO:•Bls •ma&7 ♦ts9.9 +-86.6 2)TABLE DGAENSIONB MAY BE ORIENTED VERTICALLY h}- 84• 470-80 470F80A 4mata 4180." ORHCR¢ONTALLYA8SHOWN. O Z a TABLE& d U Fttaeae(pe0•rWWbBc AOmi•dM0F4mmA46enoBYT1•u O LL Wiadpu Odip•gP71t7+` W O O unw2r muMW 274W 33-1? 3T 44' 4044 B3- OB' or U) C4 O- AroMr Ando ArAbw M•wQup Atlowwo P An+bKft* A� Amlar09&p p (.pWyp Amda OMUP S da- a- Owup � S 1"' Ampt m AD AU C&D B ALC&D B A B C&D A B C&D A B 0&D A B C D A B 0 D .dK2V +mag 470'40 +maD +70-80 •mat+ 4740 ♦ma N0N&7 *MW +mag*7W-M *Mo MM 414&1 4M.9 +7" 4b Ws 4HD.4 #7" +MU 4143.8 +ma9.Y♦ �� Q ' Z Z 9&18718• +78140 +7040 4m4D +1*90 +70-80 ♦744 ♦mW V4%? O&W ♦70"80 4MA +7048 +70740 414&8 +70740 +70-80 +189.8 4784 4ma0 H+W.3 ♦70N7a ♦ma0 4780 N 8r +70146 47646 +70740 4740 47" +70780 QNM +Ma9 +MO +MO +740+70-88.4 +70-80 4m4at+TMU+7W4LI •mat*7W-M +Y04at+mN0.1 ♦-Ws 4770.1 N00m.1 � LLI4T +meo +map +M o +=40 ♦mag +W40 •7G•8D .mag ♦mots +moo •70($4.1 4faaa4 4m4at ♦tlo�•m 480FW.7 480Pm +BOFWs 7r. +wwl+80-81.3 *w +80141A 480-84&1fM +m4D +mao 4740 +=aW +7040 +MM +7&'40.70146.1+70(44.+4701$*(+70-80./ 4I81b •7040.1 486(•70*W41 *M?* 4696 + 03-18• +70(•80 +moo 47fap 474-811 +m80 ♦m-a+.t+70-84.1 *80-70 +mlap *w?o .BOND +80-70 4801.76 4801876 48am.4+80(47. W O Z V h• 88• +71.90 +70740 4780 +7482+7492 +7WaI +mat+80-Wa 480147.8 4e0tBYs 480"1"+80143"*Got"" or +780 +map *7"+m•7&8.ma8 470-TOt4770.1+80781*+80418+SWt4fa (/} W V' Ya .moo+740. 4707&T H�.9 +648.8 414&8 4-06.8 ,J X B4' +70140 ♦moo. 4771* +-80.2 W412 Q LL 1)THE WINDOWS WIDTH AND HIIBHYMAYBE WARTED. pmf ® Ile N FIGURE FOR HORIZONTAL FRAME ASSEMBLYTUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUSEFRAME � a�•�� x+� 10' FRAME SEE SHEETS 1.4&5FOR W0400W ASSEMBLY BEESHEET61,4&8 a p ABLY WINDOWANCHOR DIMENSM TUBE j FOL W WDOW ANCHOR o TUBEtACATIONSAID e' J LOCATIONSAND oz z QUANTITIES.SEE SHEET WINDOW QUAMTnIE8.80SHEET � 10'x' 3 FOR ANY ADDMONAL •• ••• • • • • • •• D 3FORANYADDIAONAL ANCHORS REQUIRED • • • • • • • • • A FOR THE FRAME RED AmnlONAL L FOR THE FRAME •• •i ••i i i i•i •• �� ,gt1.YNN 7� * ASSEMBLYE , •L`�ADIMA mm DIMmm IF REfo •• ••• •• • • • •• IF REQ. VG SF•': ��i L (41 k No.58705 :c BEE MMT4 FOR ADDITIONAL SAMPLE OMOIM RATKM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• r � FOR GLASS TYPES: 6)7/8°LAMI.IC3:(ll8"T-7/18°AIR-1180 AN-.0W PVB-11W AN) PRODUCT REVISED b TVB' BUT INTERLAYF.RBYWAARAYAMEFBC0. INCC as emoyftwaft plod" TABLE&El A P > t OeafgttPnneue(pe9fatBUgtO WMdar•.AOAaoAar8rap8 1 No 80oR 8108 ufWB 23' By 261918' 27414' 3341? 97"' 4d 46Yd 69•US• QB' s,• LONG FW..- +70h8D +8' +70ti80 47&90 +70F9D + 47&90 r7&9D t701.8D +mw •701.80 QW90 470F80 ++g +70F80 •7&.90 ♦19.90 •70!40 •7&•90 +70880;7&90 ;7&.BD ;78190 «7'nwo mm ;tl� :'6�8° :7T � 1 -- i+79.99 *=a •70PW +7990 .19.80 B�+W-W +mm Q" +70190 +78!978 1j 8EE8HEETS,.488FO WWDOWANCHOR LL+70f•9D N&90 +70190 41&478 +Ta6-M LOCATlON8 ANDQUANTIVES.+70190 +79.90 +70F888 2)TABLE DIME WONS MAY BE ORWaW VERTICJLLLY+-mm +wm •7991.9 ORHORI2T7NTALLYASSHOWN. FT-• 1 z a TABLE?. a Dm�tt Ftt•em4�taWbd0asA11ee000 toaFt®OA3aet09ry7Ul3 ,g Z C7 O O WOE4Nrokf1 A d6 !,Y'ytl UnftW 26mns• 2741& 33-IM ar 4d 49-IW WVB' 89' es N a q I-- �W Arawmmp AWWOMW Awbwemp AttWWOtoup Atdta8t4� AmWeVV AttoWQOUp e- Z A9 A8 All C871u+.i 08D B A B O&D A D O&D A B O&D A 8 C D A B 0 D ��. ttp01723' + +7990 +7980 a &40 QW4.3 N0/70.7 *MW +701.717 •488.8 • +198.1 8 t7 W + +W4 -+041.8 + 7 8 +794.7 +7899.8 261918' ♦7" +7&40 +10F90 +W80 &44 +WFw 0&•701 +78F80 x7940 ♦184.4 x70"90 x7990 +14A8 •74180 •74190 +193.8 +7944 +7&90 «79.80 +1.49.3 +7&•7L5 470u80 + W '7 97• +1&90 0" +70m +19190 &90 +7&.90 +7&90 +7&40 •7&.90 • 47&90.4 17&•80 47&90 t7'&•9D.5 x7&40 +7941.8 +7&75.8 4WV.G +701978 +79.1&9 4W8 +7&7&9 +70FM §f 4d +7&.80 +7&40 +70890 +70Hp &80 +7&40 +=a +70141.8 +7&90 4WW +1&74.4 +70480 @ -46-VO +7&90 47&90 x1&90 +70F90 &90 + 90 47&40 x7&•88,2 +70F90 470148.8 +7&4L3 •70F9D 11+338 8914 +7&90 +7&90 +7&9@ .7&907&90 4W180 a 88` QWW «7&90 + x7990 ".8 +7*W.B Z Q 4 . g U w +731W + stn C9 p 1)THEWDIDOW73wIDTH ANDIiF10fTl'3uY66 u4va4TeD. --' 0 n m c coni < N RWRE FOR HORDONTAL FRAME ASSEMBLY TUBE $ FlOURE FOR VER170/LL FRAMEA88E0ABYTM FRAMH WNDOW1U FRAME 8Ff SHEETS 1.4 8 B FOR DOADOM TUBE Y FOR SEE BWWDOW ANHEETS 1.4 BCHOR k' a x o 1 MAX -ASSEMBLY VK,�AN ,e, ! LOCATIONSAND �� z WINDOW QUANTITIES.SEE SHEET LOCATIONSAND -,0'MAX QUANIT E8.SBE SHEET � � DIMENS I 3 FOR ANY ADDITIONAL 3 FOR ANYADOMONAL •• ••• • • • • • •• 1 f I 1 ANCHORS REQUIRED • • • • • • • • .,pe A ANCHORS REQUIRED i N� ••ADY IMFRAME DTA �BU •i ii • N•Af!(� i��' WR400W ADDRIDNN. ASSEMBLYTUBFL WBVDOW ANCHOR • • • • • • • `� p£NS$ t �� D PN-ANCHOR ff -+•�DIMENSION�•.-- (4L ff •REO. •• ••• •• •• • • •• v '•.�t A y8705 • 0:0 �{s • • • • • • • • p ONP A.L>fNti PE. SEE SHEET FOR ADOITIONALSAMPLE COWWRATOM PBA ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: 2)7/18°LAMI.(3118°AN-.OW SG-3118°AN PROD=PBVLWD 8)7/S°LAML IG:(3/18°AN-114°AIR-3118°AN-.09(r SG-3/18°AN) tA 8 7/8LAMI.IG:(3116"T-1/4°AIR-3118°AN-.OW SG-3/18°AN AMNO� '-o1STaj I� T8 TABLE& '8t4'=smnRYeLAs9NrmuAyER BY KUAARAYAMEROA.ma BY DesBOP--#4for$b4*Wkd01•.ADAWwQU" I Mimed Ptod f F1 *woo ;ZIT4 uedo143• 48.18H8' 2V IN•177 30 40• 04 80` 97' ;Iw +901130 484!130 ,90&130 ,BD-ts0 4006180 43C + 810E 4wm ♦90h130 ♦801130 4801130 +80!•130 +801-030 486.130 +900130 496.100 +86.130 WE I w +901130 ,86.100 ♦ept-ffi1 ♦80!•6&0 t80F4 T +841.100.7 ;•88.1 ,088.1 it•83.1 41.78.3 L +80h130 ♦800130 ♦801 VLT +00111&0 4941.108 +ON•8T9 ♦081.8 +080.8 +0785 +0711 �LONG,- 1 SHORT 1 N V-496.130 +8411498 496•tt&7 +807.1119 ♦800100.8 496.96.1 4078.1 ;•73.0 809E -�"I Spm1"�-♦074.8ON425 9 1145 4WWA 486 to18 *690 1j SEE SHEETS 1.4 SO FORWINDOWANMMtt9s +94 ms 496a9u +96.94 4&79 LOCATIONS ANDQU WTInM W4801190 +e41ttT.34801!085 +80148 4969292►TABLEDBIIENSK7NSMAY OR874TEDVERTICALLY u7 0 a+96.149.9 !801.11& +ar-m9..4 ♦96.99 OR HORQONTALLY AS SHOWN. z aV TABLED: OasMPmea7e 0>00•rWud498 At0.addd tOkFtmbAaBemOh'40a � j LL w 01 Wkd4.Olut nSW'A' Z w O I 2648H9' 48' 31-VT 34• Mr w 80' 83' U) (L z An41w Ambff A=borSrow AnOWMW An44o1" AW bff" Andw" ArAtw" A4 AD O&D B C&D B A B O&D A B O&D A B O D A B D r Z unft2' , ♦ t + A + ♦ + .7 7 +76•W 4&68 aT6.8p 40485 ♦7664.7 ♦ 416& +0438 + 7 ,70189.8 48.18H6' +76.90 +70190 +7640 +76.80 +701.80 .70180 +76.77.7 ♦70090 +70100 +7679 +7640 +70190 +1519 ♦76111 *7660 470&80 +048.3 475475 476.90 4769D (n LLI 83' +7690 +76.80 +76.80 ♦76.80 +76.90 ,7690 ♦76.90 ff" +7690 +76.83 +76745 +766&t +70W4.7 41689 +766&1 ♦76.881 ,7671.! +F61.7 +70183.1 +76.921 rs g 87.117 +� ,•69.80 ♦7690 ♦ 4D +7640 +70180 470790 .7640 +74&80 +7677.4 47 .3 4W4K$ ;687 4149.4 +76609 +7016&8 408&4 408BA +76.783 +767&3 Q � LU 77 +70180 +7660 47690 +7680 +7690 +7640 +76.80 .70740 ♦7690 +76726 +W411 ♦76619 *MS *MU +70&7&1 +7648.1 40824 400&T +76.739 +7673.11 a 78' +70180 !7640 +7640 .70740 x7690 ♦7640 47690 +74!80 47660 +76.90 4WN ;-0.3 +7678 +761.8 40&7.4 +76728 +76728 1111..E� ea' +70160 .7640 +70180 .7640 :701.90 +7640 ,7690 ♦76.41.8 +76681 .7668.9 4767&7 +0827 N67ar ..1 .O p d HED ♦7660 47690 4=690 +766o a764o +7690 +7640 +Tom +TOWS +7673 -4' +7690 +78&41 +7660 +701.80 !7640 +7640 +7660 149' +70160 47640 !707.80 +7660 +7640 777CCC 1)THEWND WSWIDTHAND HEIGHT MAY BE INVERTED. ® An 1°4 N GfN FIGURE FOR HORMONTAL FRAME ASSEMBLYTUSE j;R-w FlOURE FOR VERTICAL FRMI�ASSEMBI YTUBE 2z te� MAX TUBE SEE SHEETS 1,488FOR WINDOW ENSIO Y SORWIND WANG OR o tU1 � ASSEMBLY WINDOWANCHOR DIMENSION TUBE FOR NN4DONfANCHOR LOCATIONSAND o p QUANTITIES.SEE SHEET T* 10•MAX. QUANTMES.SEE SHEET D 3 POR ANY AD017ONAL I M�HORS •• ••• • • • • • •• A FOR THE FRAMANCHORSREME ADDITONILL fORTHE FRMhE • • ••i • i • • i `�aa.(1,YNN A�/� i � WINDIWT ADDnXM ASSEMBLYTUBE. W84D�7 OR ASSEMBLY TUBE. • •• • • • • ••• • `.� V'.••'•".• '- -'' 3 ON�"'- ANCHOR D6IEN910N (4 IF REO. • • • • • • • • • ` .�`A:'��GBNSO;'''•.• '�� 'B' (4b IF REO• .A •• 000 •• • • • •• . ,•' :d ;�: Ko,5870005 • • • • • • • • • ��'• 7.7E .•'��a: • • • • • • • • .,p,�' P �; kbiZlffi1LA P.M SEE SHEET 4 FORADMONALSAMPLECONFIDURATOIS P.B9rse>� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: 3)7/16°LAMI(3/18 HS-.09W SG-3/18 HS) esMODUcTREVISED cor4yingm18e 7)718°LAMI IG:3116°AN-11V AIR-3116°HS-.OW SG-3116°HS) "o*Coda v a a a a AempImm 9.11 9)718 LAMI IG:(3/16 T-1/4 AtR-3118 HS-.090 SG-3/16°HS) 8110�Dam ?A1$ TABLE 10. W-SENTRYMASMWERLAYERBYKURARAYAMINWA,INC. ' Om*mPmeemeWfwS1*bWbt m.AI1A0o1m07•rye 1 EJOWENe L T wda4M 4OW430 W S1•V2' W �' W 17 BS' W1A' SHORT WE 1-u Q tmdaY.1` +8pt-160 •80V1 •i6�130 •80W1iq +4134 1 ♦801 1 490430 *BWM 261618' 480.180 480130 401160 +W130 4001-130 490.100 494100 +W30 40.166 +00418D SIDE 6T +8D'130 +80!480 +8x130 4364780 + A6D 461.136 47MI86 480h16D +8D'-030 •80.160 L co LL W 112' 400A13D 40130 414100 +861.130 40-080 +80.160 ♦WP.18D +90L780 +4.160 480.13D I,,,�..Lti ..,� �{aRT LL 72' 40.786 4OW130 4X130 480L780 +80130 ♦W13D 4=430 +W136 40136 SIDE BOB VQ' 70• 4x130 4OW13D 400180 480130 408130 4001100 480.160 4901430 � � � n 1)SEE IONS AN 1.4 a B FOR WINDOW ANCHOR Y7� e6• +9X160 4x14 4xtW 49xrd6 441 +94.14 +W4t36 1 � Lu 11P +64136 49X44 4x136 .eW-rao 44166 +�araa6 LocAnowsaNDauANnnes. 1W 4001480 +4130 490.100 4x130 4x160 2)TAKE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 148• 484130 I W-ao-F 48x180 I 40.100 I ? V -QN.I TABLE 11: Z DmsW Preewe 4"forVrmftw AM oWto a Fm=Aeeem0tlltse 0 0 O wde:2V 20.18118'I 28• 31-112• 34• 4• 64' W or 6Q V- Z AnobK An" Ano3m ArolWQWP Anom81mvp Aaelmti•• AAdW" Aaoiw" A669 mom W A9 A9 A8 C&D8 CaD 9 A B Can A B Cao A B D D A 8 C D � voder2r + + ♦ • ♦ .4 « • + +0ta7 +7O8W 4488 +88x9 470890 +M&B •70884.7 +7x80 41 *A"-+740017 +70"" atO 261618' OMW •74.80 +7040 +744 +70480 +744 47X4 +70W I 4mm +7480 QWA !70.00 ♦70146 +0H9 +70141.2 +7X.00 .7400 •1.143 +708779 +70486 •701.4 uj or •70M .74W +7x4 +1X•00 +7x4 +70!86 4040 +708W +7480 +70180 4W4O *0890 +70M 470.00 47084 +74W «7014 +7044 *7".o +7084 •7x4 y � W 8T•12 +7X•90 +MW +76.4 +WM +040 *" +70.W + 47486 474-00 47X4 +7084 +70.96 !7014 47490 •7WW •708W +7064 +78419.1 +70480 47680 77 470140 +744 NOB= 4744 •7x4 +WW +744 +744 .744 .7000 +7X80 +=IN 470¢4 +WBD +744 ♦70.4 .706x6 +W40 •744 47490 47080 77 •7-64 .744 + .7000 +740 +7084 .7400 +744 +744 +744 «744 +744 +7X80 +76196 •744 .7X•4 ♦7480 VJJI > Z V ~ 8! +t4W «7X80 +7x40 «7444 .7X80 +7480 •7X80 +mm +7X80 +701.00 0" +744 +744 114' «744 •7X86 +70140 «7x4 +7064 •7X•4 4=40 47X.80 ♦7490 +M90 :l{J 186' omw 47490 +mm + •744 • 47084 141• +7000 t70890 .7X40 47X40 +MM "8 1)7600 W WDOWS WIDTHAHD HBSHT MAYBE INVERTED. m GN�N N FIGURE FOR HORIZONTAL FRAME ASSEMBLYTUSE FIGURER VERTICAL FRAME ASSEMBLY TUBE U FRAME 70• FRAME SEE SHEET81.4 a S FOR Dwomow ASSEMBLY SEE TUBE RS WDTS 1.4&MAX OR a 40 , Y WINDOW ANCHOR UBE I' LOCATIONS ANDLOCATIONSAND n z 4z SHEET W&MM QUANTITIES.SEE SHEET T* 11rMAX 3��m o D[MENS 77 3 R ANYADDIT60NAL I ANCHORS REQUIREDANCHORS REQUIIW •• ••• • • • • • •• A R THE FRAME FOR THE FRAME • • ••• • • • • • � ANCHORI �•+-- (4),IFt A88EMYTUBE • • • • • • • • JLG•A•.•N" WQDOW A4D1WAL ASSEMBLYTUNS: -- D1MI000N02MNSM (4G � •'•. A �it• No.yg706 r 413 • • • • • • • • • A _ • • • • . • • • O �cots<P C� •• • • • • • •• • • a o•' 0 SEE SKEET 4 FOR ADDIVONALBAMPLE OMMSURAT P.EO88706 • •• •• • • • •• •• ••• • • • ••• • • w • FOR GLASS TYPES: 4)7/8-LAMI.IG:(1/8-AN-7/18°AIR-1/8-AN--090°PVB-118°AN) PRODucTRBV1SBD 'Pvw.ai T INTERLAYER BYWRARAYAMERIC�XOn owbftyan3�tdoFtorN►s owo TABLE it �• 085W Pmtmm"QforMVsWi bM A8 AnWWQo0pt T{y 8 m ame p� (UW23' 261W16' 97-W 861!2 ar 44• 4B.+66• Mifir a(v I or LONG w4w2r +0" +6067D + *mm 460670 46-70 4OW40 SHORT SIDE 2940X0' *GW." +W40 46" +80670 480FT0 +80870 tsm4c +601.70 4BW40 +6-40 SIDEI � Q ar 48040 +60670 480F70 t6W-70 480.70 464.70 +80X0 +a0FT0 +6Wa0 +x M L 44• 480-70 460676 *W70 460870 48-70 1801.70 46000 t8-70 -4aW +6087.9 480 ''7}�' Low 46114' +60-70 +8W.70 4x01470 4a-YO 46-70 +601-70 46-70 +80670 48064.9 SIDE� 8 --4 � � S � fn LL mm 534W 49W40 48-70 49040 4W49 490-70 460.70 46-70 +6W461.a V"' 4-70-70 16W40 16070 48070 46Ct�.8 +80164.9 1)SEE SHEETS 1,4&8 FOR WINDOW ANCHOR N w W 46W-79 4W-70 48W40 +8-70 48-70 160829 LOCATIONS AND OUMInm. ts- IV +8Wa0 1 48-70 1 480670 48W4XD.54151 2)TAKE DIMENOONS MAY BEORIENTEDVERTICALLY 1"' 6 I 84• 48000 .80670 +80-70 4180.6 OR HORIZONTALLY AS SHOWN. � Z a TABLE 13: 4er' DmW6PmttuaW4tcrWhbnPIm1•abaFm=Astam*Iwo U 0 a- C7 O WMB6•Wawukn A E 8X8• 278/7 3$4W 3r 4S 48-VO 0&x8' 88' ar Z 0OQrow Ameer� mniwwmlp Am WO" AmlwtmtP AmhWat•• C4 �-co z9 AO Aa A9 CAD 9 A a CAD A B AD A S CAD A 8 CAD ,� w =Ww2V480• t 70 41.808 1 1 ! 4W40A%-15W70 480.79 49040 48070 480670 +00670 48W86.4 +BW40 *040 4166.6 +8049 460-70 +MU 48Wn 490670 46.0.3 460-70 WM 3r -7046070 +8070 +on 48070 48070 +80.70 .6040 46070 48040 48-76 +8W70 4mm 40a +9pF70 480651 48W40 44• -70 +BW70 480-70 46070 +W70 48-78 48W70 460-70 46W40 +80.0 46067-7 +60.70 4OWMA t8W41.9 46069.6 +806829 +1s7 +X082.8 � W484W0670 460670 480.70 .8-W +01.70 480.70 +BW40 480.NA +8040 48W40 +8W41.7 +80-70 4-7064946x0.4 +8W649 Q � W 63•U8' 0670 +a m 400670 180.70 49W70 +8-70 490-70 +60-70 460.70 4BW�,3 48Wa7A 46W89.0 8B' 480-70 +8-70 49040 +60.7• 480170 +804•.6 +-70.89,6 48W80.9 +8064.9 64.9 0•' 83' +8-70 +80 .9 t 0 Z 6`�' 78• +6040 4 45151.70 (� (, Q Q 11THEW04DOW'S WOM AND HEIGHT MAYSS MERTED. m ® oN N Id FIGURE FOR HORIZONTAL FRAME ASSEMBLYTUSE FIWRE FOR VERTICAL FRAME ASSEMBLYTUBEFRAME FRAME SEE SHEETS 1.4&6 MAXA88EMRY WINDOWANCHORS DOt1EH8I0N Y FOCAnOMWAMAiOR oSco TUBE ND LOCAMONS AND QUAN M S.SE W04D0g1 OUANTITIES.SEESHEET T 10'MA7t 3 FOR ANY 5ADDITIONAL8 papN 3 FOR ANY ADDITIONAL IANCHORS REQUIREDANCHORS REOMED FOR THE •• ••• • • • • • •• I WINDOW ADDI7tONAL ASSEMBLY TUBE. , y FOR THE FRAME ADD31ONAL ASSEMBLY •• •i ••i i i i•i •• `��aj7�YNN ��rriri --r --�•I ON�- (ib IF ••• ••i ••i •s• i i ••• �,'�'�.�•Jc6Ns ''•. *:� D v K IF REM ic. N0.58705 _ • ••• ••• s .�u� ` • • • • • • • • • ~ 'O • • • • • • • • '0 �STATly COF :' WK SEE SHEET 4 FOR ADOH70NALSAMPLE1OIIISURATIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V WI-JoLV0-aW I 4 AO 16 SINovL-Va 9"6z# •Hlm do ,ate �a w&4-0 Moos • ww$o fas •• Ifo doM• .��` Z6/8O/80 Wl-SlIVl3a MOaNIM.LM3�RI a a33C ftm#-u u�A :s' a Aooio �ro= �m� 90 Mvis 'Ud IXSMOS02i P SN0ISnAlX3' W V11t7s� _ Sf °J L, a : I"M MiLM 06 °'°ro x 0p _ • PM evemm IBM—JUP4S WS tld Pew -T X VH 98 90199°N w7 ' 133H89911�HVFIOCN ; •aetIV91•f1 ew eutuesey WK u ode 1 Y N .• !epva}a :• •• % •• a1g X11 `` wbtl914 8 U"PV M OL +tea • i i i i •• • • '��W LANAI FN�a��` 661"M as OL aAd� IPI ilW aTR PMI IA SM 6E wa OL OAd xeld 9N�8 u MT 8E C„*. t �1� •• • • • . • ••• .• •wnP/8L•E909 ape" 690L LE ep wO q"fRfjdww w •army 9l'£909 a PB88 oft 9E jzwc 44 'w�IV81•E909 9Pus 8WL SE YOM Al"x &Tx Pam RM VUT EE Sl-E909`890L# O 91-L91-£909I ZYOL# O 8J^E1 8'8Eo1# Y .y TX.X x XXP1 PaeS ETLT ZE a aV3a - £ O aVaa a aV3a �£ , S P +� TE I r AW---i j am Mid a{oH W,d PUM SL OT �``��'JJ� _ `� �} eaxy WDM »E7 eUM3 am 9 'FI".9tB .�B A II *T-� ,a�o�UP" IPq�gAniewcostMd MOL E ow hh'' �gtl81f 9 sgtwv1115 jUpw MU T 7e11 °o {roeeq 6'8eaa web :9L WWI at-t;909't�Eti# UL 91•E909'610L# Zet-esos'Looc� E 3ONVId NOaaV O MWTd 11O1-1 W Ua-AOO MOW.LSNI O �� -• sv aola �-• 3tNl >• .svLr i 1vlaaa z �7 ��3� -ow j a�pnn3a a 91-CM'tooL# 91-£900'900LI1 anvu39I11JllaW3SSV aV1Vl`�T11S >L av3H' 3wvad v JUT .�►•6 �' sI%tea AIewassV � -.I.tart o� 4 � � 1 .. MiAMIOQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 248 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOAH wwww1amidade IZUconomv Mr.Glass Doors&Windows,Inc. •••• ...... 7440 NW 660`Street •• • ;•; • Miami,FL 33166 •••�•• •• •••••• SCOPE: •..• • • i""i This NOA is being issued under the applicable rules and regulations governinl.th fise ofeeam ttuctiolI e r e materials. The documentation submitted has been reviewed and accepted by Miw*i►Dade CoatdyRER ..:..' Product Control Section to be used in Miami Dade County and other areas whereottllewed by the Mhority••.:• ...... Having Jurisdiction{AHJ}. . . This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Prodltrt t;ontrdt••••• Section{In Miami Dade County}and/or the AHJ(in areas other than Miami Dada:mlly)reserye the right.... to have this product or material tested for quality assurance purposes. If this product or mW4rtef fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to irements o e building code. This product is approved n in, and has been designe Florida Building Code,including the eloci urricane Zone. DESCRIPTIO ..Series 11MG5000"Aluminum Window Wall System—L.M.I. APPROVAL OCUMENT:Drawing No.WI 39,titled"Series M05000 endow Wall System (L.M.I.}",sheets rough 12 of 12,dated 07/15/11 wi ' ' 03/05/12,prepared by Al-Farooq Corporation,signed an s a de County Product Control Renewal stamp with the Notice of Ace e um er and expiration date mi-Dade County Product Control Section. MISSILE IMPACT G:Large and Small Missile Impact Resistant LABELING: Each un t shall bear a permanent label with the manufacturers n or logo, city, state, model/series, and follow g statement: "Miami-Dade County Product Con proved", 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 he wo s and followed by the expiration date may be displayed in adv ising litera a NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be ovided to the r b er or its distributors and shall be available for inspection at the job site at t e re This NOA renews NOA#12-0328.06 and consists of this page 1 and evidence pages E-1 and E-2,as we as approval document mentioned above. D13-01O7.03 The submitted documentationwas reviewed by Manuel Perez,P.E. NMwtyN acout�tr7r �11 xpiration DA royal Dat Mr. Glass Doors&Windows.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W11-39,titled"Series MG5000 Alum Window Wall System(L.M.I.)" Sheets 1 through 12 of 12,dated 07/15/11,with revision A dated 03/05/12,prepared by Ai-Farooq Corporation,signed and sealed by 7avad Ahmad,P.E. (Submitted under previous NOA#12-0328.06) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5447,dated 12/19/07,signed and sealed by Michael R.Wenzel,P.E. (Submitted under previous NOA #08-1114.16) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis,complylrIg with FACE-204 and FBC 2007,prepared by Al—Farooq Corporation,dated 09j42M&signed gnnd seale� by Huma oun Faroa P.E. :0000: (Submitted under previous NOA#11-0720.09) •••• ....• 2. Glazing complies with ASTM El 300-04 .. .. .. 00000 ...... D. QUALITY ASSURANCE . . . . ...... 1. Miami-Dade Department of Regulatory and Economic Resogce4 WR)• E.' MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. - -W- --Zz, Man el Per, .E. Product Control xa ner NOA No.1 03 Expiration Date: April 03,2018 Approval Date: March 14,2013 E-1 Mr.Glass Doors&Windows.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMII M F. STATEMENTS 1. Statement letter of conformance,complyin with FBC-2010,d ed December 19, 2012,signed and sealed by Javad Ahmad, 2. Statement letter of conformance,complying' 'th FBC-20 ,and of no financial interest,dated March 05,2012,signed and seal vad Ahmad,P.E. (SubfnStted under previous NOA#12-©328.06) G. OTHER 1. Notice of Acceptance No. 12-0328.06,issued to Mr. Glass Doors&Windows,Inc.for their Series 1%4G5000"Aluminum Window Wall System—L.M.I.,approved on 06/07/12 and expiring on 04/03/13. 0000 . . 0000 0000.. .. 0000 0000.. 0000.. 0000 0000.. 0000 . 0000. 0000 .. 0000.. 0000.. . . . . 0000.. 0000.. . . .0696. .. 0000 01 Manuel Pere�,.P Product Control yam r NOA No. 1 .03 Expiration Date: April 03,2018 Approval Date: March 14,2013 E-2 D.L.OP6. t L OPO. OLmill OOL a sm AN /t SEE mm • SHEET a S%HW a .! A ^k3-===_____- ' f � i VVV DL OPO. D.L.OPO. E CHH E C ART SHEET a SHEET a I W. W war NIt 4°MAX. a MA>e: ; AM Muum LIQWARISILL CORKERSSEES r3&a t i n ", ANCHORS TYPE A,B.C OR O i ANCHORS IYPf 0. CORD i SHEETS 8$77 OR 4 SEE i S-1 a.3 OR 4 AT EAai&DEQ SHIEf Ss--.' TYPICAL ELEVATION ALLOWAHI£LAMB FOR ALTERNATE WIPES AS=WN ABOVE OR SIMILAR CAH BE NERIM BY D(SWUMG PCrWIE t SHAPE WORIN SOWdiE OR RWIANW,E AS SIIM IN DOTTED LWES AND CTirAMM Ati.OTVtiBLE LO=FMA THTA4E gFIM1 M OW WA STEM MOLE UYES MAY BE OWALED VERTK:N.LY AS 940M ABOVE OR HORMNTALLY. R THIS SYSTEM is TED FOR SHUTTERS ANRWE REQUIRED. CODE REQ S FTSt MUST BE OBSERVED. INSTRUCTIONS tW CHARTS AS FOLLOWS. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. TILLS PRObUT3TEb CT 1TO Y WITH THE REQU OMME ITS OF OWE INCLUDING HKiH VELOWY mm MOTJ NT BASED a HURrSCANE ZONE ••• ate-�+ .A�oD; .TawD zavE "RODbcrReNEM LAMINATED GLASS Two ID t tD PROPERLY To TRANSFER • • •• • • A:=• � ureT�nttea LARGE MISSILE IMPACT LOADS TO THE • gTEf 2.sBE a oN.sll�r a rBlt orSttSJ LOAD A0 4 ANCHORS SHALL AS sF10WN W&MM A#�HORS ••• ••• By Of i Ws 4 A Vjmvc �NoO - Bale t oD1tCFR8Y 5 EMBEDMENT TO BEYONb WALL bRFSSNC OA STUCC0. STEN 3 CHECK uCLLUH CAPSpilt A OMEN SPACdN6 AND M i E 7o�t '•. �Tt� g � T O N SHM IN THESE DETAILS An W s THRO 7 At 149 THE awAcnY sHaRo txcEEo THE oEsicmt LOAD tkdeOF THISuet Dde A lDWO WitATIONON IN OF ANCHORS DDO WORD ONLY.••• •:STEP 4 ftATIN{i S LOAD SF£CIFlED MATERIN.S ST At sm&VS.THAT • • • D SnEr aea�. drawing THA. M OF �a 2;W MEET THE •: :�.�, Q 'dg vA�VIE• •FEM STEPS a s , W 1 1—39 •• •� —+,• "TC" SYsfEet sheat 1 •112 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O1AM LOAD CAPACITY r3F t y NOMINAL DINS. OLAP TYPE A'OLW TVZ'B' D1�- WDTH O.L.O.MM ��1I O.Lm M9DD1 WA HIMff exr(:3/w► -) W.(+)/W.(-) i I 28• MA 130.0 32• 80.0 130.0 38• 80A 336 40• 84-t/2• 80.0 130.0 J•' i 44-2/4• 80.0 t3060 48• 80.0 130.0 k j'-ZnSti' 6 82° SO o 130.0 I Q n 88^1/4' BOA 134.0 Q 3r28" amo 130.0 /moi IN I OF VItM SPACMBUTTON @ �• Boo 136.0 a � 38' 0 130.0 � 3 40• 90-t/2' 80.0 130.0 as-t/a• ttao 13ao a8• 80.0 130.0 DWDINComm m 82" 330.0 130.0 CORNRIG 795 2B" soo t3" 1/4•HEAT STREH'D GLASS 1/4•#ffAf SWeD GLASS �3 32• 10.0 130.0 5 38• epo 130.0 W 4C Ea-t/2" 80.0 330.0 By'D By�ppp�,yp a4-t/a• eao tsao as• two IV.2 130.0 f/4•HEAT aTN'D I/4.1GAT SfREN"0 6NS8 Sr �o t2zz 28• 80.0 130A 32• 80.0 130.0 10 38 60.0 130.0 15 7 n 7 40• 342-i/2• 80.0 130.0 Qg 44-1/4• 80.0 130.0 Yi x 1` 48• 80A 128.0 8 8 55ii Q 28• 80.0 130.0 n 32• 80.0 130A p B 30 e 38' 108-1/2' 806 1'AA 40• 8oA 1300 GId►34 TYPE 'A' GLASS TM 'B' 44-1/4' 130.0 2r 80.0 130A 32• 130A GLAZING OPTIONS 38• 11 1/2• 811.0 t30.o 8 130.0 .04-1/4 a" 130.0 N acceptea� J$ NOTE; GLASS CAP S S ARE BASED ON ( SEC. GUM), •• ••• • • • • • •• ��'S'S � e ` •• •i ••i i i i•i •• • • • • • • • • • ova 'w PROB1�7'RBVltt� •• ••s •• • • • •• PES 34aea4tblhaFbo • 6 h cut DOWORM )LO ••• . .•. Fagg . • • • . • • • Wl l--39 • •• s •• • • • •• • ••• • ••• • sAe•t 2 of 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • •tw • s • •t• • • • • • • • • • • • • ••• • • • • ••• lJ° • Vo w •t• • •• • • •• • • • • • •• 6£-1 6M • • • • • • . • 03MOTIV sHUM N33ML3e +ouvtoaa3iHI BW-JVP GION %Rt •' T • ' t•90l Ito roe po tm NOITNM ,M Non= 04 mormN JA NOtm Till res 7Ye zt t • • 000 •• wort =I 4reltomaww .ec �• AalldalMlONd owl t4 u%3 t • •• MZII tcsWKI l C8e ir . ,W T i i i t• i i Drell tete tool .9t• O suony� •• • • ••• •• 70n 4.801 Tell T .l .z4 e WWI IVA real r .X �t ovr► wort ovn .� Yt s>iPo1do»y nil ares v2ol .i• twaeula 7491 M1. Toil .e4 b a�tnsrTd•a,�mlrntl4y � .se,81�P .ar:inlet ,rt,�4it Ore2t "it erzl .ze orocl owl DWI .K coot out ovel wa 1'811 Z'001 9'801 , out nol 8'811 .0 0'021 TELL Oren ,801 .0 7oe1 won 0021 .92 wort Wren owl It .0c T9zl root veil A ea oil% I 7W1 Cut ml .s owl etzl oro2t 9rea .�• WWI WWI cost ores rot .Z4 ml 0•�'t 0'011 9'211 .8C owl OreCi wort out U2 W W owl 9.411 7Wt e•99 .88 W wort TOzt oval 0.09 ,8 �+ out 701.1 Oren 0.89 .84 7021 70n Oren 9'Ott .1/1^88 .a roti O.On outNorm mm Z e � '� ow; owl 0'021 ME Ac Zb1 t ltb was "it 70n Ile A9 yp 7421 8•ILl Orect 4re8 .0 WWI Oren WWI TIMI .0 0.On CMI out well v owl 7021 owl 7ve1 .9t WWI Owl Oren Til .00 Dred owl Wren txu ,.0 �+ 70ct ores Oren CILI .B 41 ow Oren Oren woel .0 g cOtl owl out owl •08 .ze cocl wat ores 01021 ,02 y ovet ow 7vel out .ot log ow MAU tv win out out out a Is UA w (10 HMWrenTon 70Tt over_ 7W1 0'011 0'021 out ,94 JCt 7021 WWI out amt it 0'al t0'M1 0'On out .09 QI 11110IJd0 TM m T= ALT111111 ,TK TMw *ww"No" ffi MNOTtdtl 8N7t At.am .tom wr Jr.ow M.oKyr 1I OBNOIIONM X.owt MUROMON&Ed1amumJ•NI J.t10HM 8Nomam A dW^XJJOYdW CIM A frM KUT=N WAD CAPACITY-PSF ltUlrMM WM DWR HOMON4AW Wmmm=tmmffALS V am 0 � 1 AM It, am'Fl• im 118' AND'J8' mm aH"noms Z 0 f4OMMI.mm xUld.( t um w ROLLw UULL W4. um avow () 1101H(pQ 1RA1ff mm 30' 130A 1304 130.0 1340 38' 1340 1340 1304 1304 4r 7W 130A Mu 130.0 1304 yy 44' 1304 130.0 130.0 1304 a 84• 1340 13U 130A 1304 $ n 60` 1304 130.0 1304 13" 36' 130A 130.0 I= 1304 wi g 6 38' 130.0 130.0 1304 130A WDfl4 W, dF 4r „ 130A 130.0 130A 1304 AT FRA R JAMB 48' 119.0 1104 woA 1340 tta• 114.1 13M 1304 -13" 80' 1004 1304 187.2 1304 WifRA1EWAiE HOWZONTALS 3r 1340 1304 t3oA 130.0 38' 13MO 1304 130.0 1304 4r Be 13" 1304 1304 1304 46' 114A 1304 130 1304 84' 104.8 IMO 130.0A 1304 30' 00.4 130A 117.6 t30A '3V 130A 130A 1304 1304 to 40 3r. r1.2 1340 130.0 1304 4r �„ 1304 1.30.0 1304 a�h: 48' 13" 129.0 13" ,moi 114' 139A 114.7 1304 WIo 12L1 1032 123.4 t0�t��11" 30• 130A 1304 13U 130A 981Tm � r W1 } *2 ggg m M ss' 120AIOU 1304 1304 13" AT FRW MULIM 2 tR z ri mX' �,�. 104.1 1304 1304 1304 X88 4r ow 1304 12LO 1340 Q 64' SOA nB.7 1094 1304 h tt4• t19.8 lou 1212 �• T 12. I= I= 1304 39' a t 130.0 1304 tm 41" 1w 1340 1304 130.0 46' 1304 1143 130.0 64' it" 1019 121.4 10 64' Stu 9" 117.1 t 2 1304 130A 130.0 6 130.0 t30A 1304 . ruae Ill JOB•re JAMB'd8' �• 1466 u46 130.0 4s� . Ftosf6>; � 3 t09A 102.0 121A 98i0hBCode ou o23 110.4 a 13U 1304 130.0 AcceptasroNe /8 .0 130.0 129.8 1304 10-4 49 117.2 1113 1304 < 7 I025 9.7.4 ti L4 •• •• • • •• AdULLIONS n. • • • • 94.9 80.9 107.4 • • • • g 1304 13U 130A • • • • P PRODUCT' erld0 .! tJ 774 MA 1224 t30A • •• • •• FIA: p78�1�42 Bt1R�B1bd4 8 4 ws 110.7 104.8 12" alutuox'MI• I1uum•M2' MUWttN'168' MBLLtoN Ma' 7838'•, pao 44NO4, SA 93.4 119 16&4 S 7 1288 479 10 7 64 8.8 Ip8.1 1304 iSO.O • 0:0 • •.• • • 12. 88.4 t06.7 110.1 f30A 0 0 0 0 0 0 • t 0 n0. ,149 s19 I NL 1129 NATE: '-�,•,�_ • • • • • W 11-,39 49A SMI ea6 90.7 iNTERPOLAM)N BETWEEN W1BU / CU.. .. • •. . . p 6halei k X12 8888 8888.. . . 8888 . 8888 . . . 8888 8888 . . 8888 . • DOOR mmm IAAD Ce"n-M DOOR NUUM TAW CAPACITY-PV t` V JAMB IJD8' JAMR w 1�M JAMB'ml'TAMS 1491'4AM8'408'JAMB'mr JAMB'ml'JAMB'm1'JAMB'JD81 JAMB'JM' wm 87D1�1AB 1 MOLL ur Malt MOLL WWI um'MDT SMEUT8 kmw ML'MDi MULL ww MULL'ldo8'MULL.'MDT Z F. 32 120.0 120.0 120.0 12" 32 9060 90.0 Sob 9060 39 12" 120A 12" 12060 39 9" BOA SOA 9010 42 88-1/2 120A 120.0 120A 120.0 42 98-1/2 90.0 9060 ODA no 48 120.0 12060 120.0 120A 48 0060 BOA 0060 90.0 h� 84 12" 120.0 12060 120A 04 OL7--r 90.0 90.0 KO v n so M4 120.0 12" 12010 32 77.0 OCA 90.0 no V 32 toss 120.0 120.0 t20.0 38 73.8 90.09" 9060 p 110-t/2 id$$97 38 104.2 120.0 1200 129.0 42 88.8 80.0 9060 9060 q 42 98-1/2 97.2 120A 120.0 120.0 48 845 0010 WA 90.0 bp` 48 91.1 12060 120.0 120,0 32 lab 9060 WA 9aA 84 867 120A 116.8 120.0 . 38 07.2 90.0 WA BOA 32 77.0 12010 118.4 120.0 0.2 114 82.7 9060 9060 90.0 38 110-1/2 M 114.4 112.7 120.0 48 88.7 SOA 9010 9010 42 095 M7 108.1 12DA 32 90.0 9060 9060 9060 48 805 SOHO 885 1177 38 8760 BOA 9060 9060 42 120 na 83.3 80.1 9060 MR.GLASS 48 1/2'MAX. 87 1/2.11.016 48 80.4 78.1 83.8 90.0 SEE SEPARATE HQA ODOR Tp==. - - DOOR MTH-- - Ate. D� 48 1 DWR ML. "»."" ITH SEE SEPARATE HOA OR --- 1 ...... •� 1 �' SIDam MOTH Am 43 3/4- INTERMEOIAIE ° \ P SEE/2iART TO CI.O9d. pPfl� SEE CHART Cl.TO mt 9 \\ P 43 3/4' IAODUCTRR1VEty� gl t2i/StT t0 CL fid. 9v4id1RC�aWwtlA lde t70t1� b$ 11C��tcaMq - Q � lite /� MOW- m Al rTT By qbhm DOOR-WINDOWfALL ° JAb>P mr ":JAMB •'•4Aim •" TRANSITION MULLION • ••: • ••• ••• FlAOsanOMPC ipt Mi CA a t8bb � 6 t •• • ••• • • dmwMg no. Top 0 0 .„n•�� • • W11-39 •��9y,,, • • 9Yi MI�'� '""'°IP7i w i%1 mm • 'MDs Istreet 8 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • A WL GLASS O TAINI AD CAPAMW- PW thB@om �HMW.(+) ALSWOROPTIONAL Noun"Dom ANCROMS Tn9j.V ANCHORS TYP$'8'&'D' ANCHORS TYPE'0' ALL RXW UMS SEE SEPARATE � � • YAom( A4 B9/1t8 1 D8/DS B4/D4 O[! OB 04 IC 3 130.0 I ' 130.0 130.0 130.0 130.0 130.0 130A 130.0 130.0 38• 1118.4 130.0 130.0 130.0 130.0 130.0 13" 1340 139.0IL 42" 932 130.0 13U 1223 130A 130A 130A 130.0 130A C / �� Olt I / A i b \ A 48' 81.3 122* 13U 107.0 130.0 130.0 123.3 130.0 132 84' 723 IOU 130.0 98.1 t30A 130.0 10&8 130.0 130.0 0 /f E t x' 80.1 07.6 130.0 60.8 128.4 130.0 98.7 13U 130.0 % %3' t2000SSIM? t 130.0 13.0 130.0 t30A 130A 130.0 I3" 130.0 Em % \ 38• 130.0 130.0 130.0 130.0 130.0 130.0 130.0 42• �, 130.0 112.0 130* 130.0 139.0 130.0 130A p \ % j \ 3 / p48" 130A 983 130A 130.0 113.0 130.0 130.0 130.0 87A 130.0 13U 101.2 13(LO 130.0 120.1 794 tta8 130.0 91.1 130.0 130A L 3• 108.3 130.0 130.0 130.0 130.0 130.0 13.00 13D.0 MA 38" 90.3 130.0 130.0 118.8 130.0 130.0 130.0 130.0 130.0 W2 I W2 YAI 9M2 42• as-ll. 77.4 116.1 13U 101.8 t3D.0 130.0 117.3 130.0 130.0 48" 870. 10t.8 130.0 89.1 130.0 t3U 102.7 130.0 130.0 311 1 912 080TH(6'I• wt 2 W2 wm(9)- 8+ 14 84' 802 903 120.4 70.2 1184 IX0 9t.3 I= t30A 0.1 842 81.2 IOU 71.3 1082 130.0 821 123.2 130.0 d 30" 1(H.1 130.0 130 130* 130.0 130.0 130.0 130.0 130.0 IUL GLASS 38" 88.8 130.0 130.0 114.1 130.0 130.0 130.0 MA 130.0 �S PAhA t 42' 30• 742 ills 130A 974 ixA 130.0 112.8 130.0 130.0 ----- 48• 88.1 97.8 130A 962 128.4 130.0 8&7 t3.0 130.0 STs •� 68.6 11&7 7&1 114.1 1x2 87.7 130.0 130.0 �,• 80' 82.1 76.1 1040. Gila 102.7 130.0' 78.9 118.4 13A 30' 97.8 130.0 132 12&4 IMO 130.0 130.0 1x.0 130.0 J' 3' 38• ata 122.0 1x2 107.0 130.0 130.0 1233 130.0 1x.0 4' 4' 3• 3� 42' 89.7 104A 13.0 01.7 130A 130A 1G.7 130.0 130.0 4' 48• 81.0 918 122.0 803 120.4 132 92.6 Ms 130A a � to Z U!a 64' 84.2 81.3 1118.4 71.3 to7A 132 82.2 1233 130.0 ✓ % z4§ a 30• 466 73.2 972 842 90.3 t28.4 74.0 111.0 130.0 31f OW 130.0 13.0 12&1 130.0 13U 1304 13.00 130.0 9 \ 38" 79.3 It88 130.0 1043 130.0 130.0 1202 130.0 13D2 8• fY 3• 8" 3• G \ 42" 98-i/2' 879 tots t3.0 M.4 130.0 1x2 1030 1x2 1x2 3^ 3" 3. 3" \ 48• 88.8 892 118.0 78.2 117.3 130.0 90.2 130.0 13DA 3" 3„ � 3" 823 703 to&7 694 tO.3 130.0 110.1 1202 130.0 36' 8t.0 1x.0 13" 1203 130.0 139.0 230.0 ISM 130.0 38' 78.6 1143 130.0 100.7 330.0 130.0 II&t t30.0 130A �'�' 'ffi' ' •�• 373 6t 42" 162' 664 WA 130.0 88.3 128.8 1x.0 99.8 130.0 130.0 48' 67.4 86.1 114.8 788 113.3 130.0 87.1 1x.0 130.0 ANCHORS TaM SEE SHEET 8 FOR DE TIDN won W In +62 W- SIA 78.6 102.1 87.1 100.7 13U 77.4 110.1 130.0 Ago 2 ANCHORS TYPE'A AT EACH SIN OF AM AND UMLION 2 $ 30• 864 130.0 $30.0 114.1 130.0 t30A 130.0 130.0 1x.0 B2= 2 ANCHORS TYPE'B'AT EACH SIDE OF JAMB AND MWMON �RODUCP1ttd NEER 3' 1�. 72.3 108.4 130.0 9&1 130.0 t30A 108.6 1x2 130.0 C � 2 ANCHORS TYPE AT EACH SIDE OF JANE AND NULUDN ascbw�J��$OtrUhtb8Plo3{I� 42' 822 93.0 123.0 814 122.3 130.0 "A 1x.0 130A Do N AtNOceMplp0c4N0 ' 48" 84.2 81.3 10&4 71.3 107.0 130.0 822 123.3 IC.O ' .A AT NWorM F.npfro8a Date (ig 84.8 127.2 1x.0 1114 130.0 1x.0 12&6 ICA I .. �g Q ANCHORS TYPE'C'AQ EACH SIDE OF JANE AND MUUM ANCHORS � < 30• 747 to" 130.0 93.0 I= 130.0 107.1 I'M 130.0 ••Tk9 a A 7�E-o-AT�%DE OF JAMB AND MAIM 81ia0d Pr4dni:t. 42• 1 t/ 80.8 904 121.1 78.7 110.5 130.0 91A t30A 130.0 • • ,. 832 784 108.0 89.7 1043 130.0 80.4 130.8 130.0 ••A4 o ANCRO 8 YtPI'r AVAT<AC8 WE OF JANE AND MULLION 4 a BOJR I SIDE OF JAMB AND bULUC4 PROD=RR 82.2 1233 130.0 10&1 130.0 13" 124.0 1304 130.0 � " COAT SME OF JANE AND MULLION 14" 684 IO27 130.0 90.1 I3A 130.0 1038 130.0 130.0 ••!M A �'D•Av BOE OF JAMB AND MUUJCJ p' otlmPktWe 1 40. No No S" 68.1 117.4 77.2 116.8 1311.0 89.0 MOA 13.0 '3836 Elm � 6tA 77.1 102.7 874 101.4 130.0 772 It" 13.0 ALL OTHER A84Cii0RS TO BE SPACED PER ELEYATWN. 1 '' 7&1 117.1 130.0 102.7 1x2 130.0 f 182 130.0 130* •.• • 000 • . vy tlrosi n0. 06.1 97.8 13DA 66s 128.4 HCA 98.7 134.0 i • • • . • 0 • • ss3 tits 73.4 11x1 130.0 64.6 1289 i 30.0 •� • • • . •• • • 1 W91-3� 48.8 73.2 974 84.2 98.3 128.4 70.* {1110 t •E 'I�ULA710�• .TY+E�IQ tNID 14 $ N.LOWEO. 9fi�t g 031 ••• • • • • ••• • • • • • • • • • • • • • •. .• ••. • •• •• ••• • • ••• • • • .. JIM MUCK Lao CAPAOV-P8P MIL SASS ANC13OR�AD C�- PSF �� •- dAMB'JW SM 8 PARAMENONOA AN=rA ARCHO= 1 JAMB ML,JAMB mooot*lam US JAMB my NOMINAL DIME. TYPH T TYPE'B'&'D' 1T'PPr&w �DBiPPB F1idMB MULL'MDL'MULL'dLDB'MULL'MD8'MULL'DID4 aa- aaaesaaas>saa WJNH(0) MW AD Aa BB ca c 1B[o1rT 8%I. + Fx1: + as + W. •► ..�� Q.�/� » �.f 3 DD.f 3 �f� �t 3 - .mea � 7�$ >�A �A BSA 30 no 90.0 90.0 Sao 36 78.0 90.0 80.0 BOA 33 "A 9a0 80.0 90.0 �......;�p eee.m.a � 42 9B 71.8 90.0 80.0 ou 42 28 80.0 90.0 BOA mo D / B 10 \ 0 48 BOA 90A mo 80A 48 $0.0 Bao 90.0 BOA OR 9 // 84 flea ee.0 88.0 �A 84 aaA 90.o 90A Sao 9 / 1 \ 8 90 78A 823 82.3 9" a BD BiA Bao 90A 90.0 W j j 8 % meoe. el10 76.4 80A 90.0 e0A 30 883 9oA Sao eaD DH '� 11 y 3s n4 900 900 80A Q 38 809 9oA BOA BOA P �. a2 Moa ea9 8a0 90.0 90A Q a 42 102 78.2 90.0 90A 90A \ ; / a 48 08.8 ou 802 90A d1 48 71.9 90.0 90A Sao 54 uk mi w Goa U \\\ i /// 0 30 739 900 ma 90A s4 eea �.D 99A Bao 1 30 88.8 90.0 90.0 90A m.me 1 ..+.__. 38 100 �$ 80.0 BOA 8DA 36 Ice "A 90.0 o" 90.0 ....�__ yr �......__ 42 88,0 88.9 a" 9" oil 4281.7 BOA $0.0 W.0 46 a" B27 82.7 9" 48 a" 9" n.3 OVA WID1H 85 314"MAX 30 70$ 90A 90.0 SOA ��88 30 87.2 8&7 80.0 9" CfiART DOOR WIDTH 36 114 $7.0 8&1 88.1 fto 36 114 83.8 83.8 86.3 BDA 42 BAB 83.8 83.8 9" 42 81A 79A 80.7 90.0 40 0.4 7&8 79A MA 48 483 749 78.8 9" 30 8S.3 89.9 899 80A 30 47$ 74.1 78.7 90.0 36 120 84A 84.9 84A 80A $L� 38 48.f S" 74.4 B&9 42 81.2 80.8 809 00.0 42 120 aZ7 BB.a 70$ ".2 48 0&1 789 78$ i 88.1 N 48 •m.6 Ba$ 87A P.M,1 app' C 2: 1 3° 3' 3° 3" n 3. S 3. 3' JAI' JAMB"W, "CRON ran 8n SHM 8 FOR OE9CRonm AB .1335 ANCIORS TYPE A AT EACH�OF BOOR MULLION D3 . 3 ANCA 1YPE'B'AT EACH SIDE OF DOOR MULLION C3 n ANCHORS TYPE'C'AT EACH SIDE OF DOOR MULLION D3 = ANCHORS TYPE V AT EACH SIDE OF DOOR MULLION N A4 .(4)ANCHORS TYPE A AT EACH SIDE OF DOOR MULLION Ku I I if ALL.OTHEtt ANCIORS TO BE SPACED AS PER ELVATION. M a 1w MUHJm'MBS' MULMICI'MD4' •• ••• • • • • . .. TRANSITION MULLION ANCHORS ` •• •i •0 i i i i•i &• "" PRODUL7RTHW�D A PE 401 �-WINDOWALL . . • • . . . . . Elfin a,0 as yry�mahtlpPtorlQB TON MULLION DAAN.owe ` nampmnoat� $ 4c is m s • ••• • 0:0• • VIA • w drmaing no. • • • • • •11• W11-39 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SEE o�AM ter AAICIiORS; slit: I .kY`.`Fod P�QI •° a e -4 < ° •a m 1 . •• £6QZF a, . <it Q•.•• ,1/A° A WPACM By'eLCG' I WITH WO 183/8°MIN PENETRATIDOO ON 0WOOD W=OR VWD� THRU ,Br WOOD BUCKS INTO CONCRETE WITHOW 1-1/A°MN.EMBED INTO CONCRETE WH 11 DIRECTICRETE Yt/4°Mo.EMBEQ INTO CONIC V m I ibEDGE= $ 1 INTO T LaarO WOGD sTRll - 1 MN.— — ' t WIgo a TYp=ANCIM a ` WTTN I–INTO 11 ABN.PENETRATWOW MM OR Im INTO MOOD M 0"*M8 IPA= KETAL I Ttm 18Y W0oo BL�ICS INTO CONCRETE Eq WH 1-1/4°W.EMBED MO CONTE I Ie mmy INTO CONCRETE 11 WITH 1•-1/a'Ned.EMBED INTO CONIC. T a ' f$3g I ANc11eR EDGe rdsrANCEs g^ NTO CONCRETE ANO MAS 0 L INTO WOW ST[itICTtAtE_,'Med.— — — 0 2 � tg3EF r=te-- = - -- - - - - - e_oe 13 !I/te'MA In Tancetd �'aI ® $ I WQH INTO�/ MU PENETRATION I VVOOD 8WXS OR WOW0� AK13 $ d r I 181 WOOD BUCKS INTO CONCRETE wm a iL WITH 1-1/a'Med.EMBED INTO CONCRETE yy OMMY INTO CONCRETE g WRH 1–,/4°W.EMBED Nro CONIC. I MO CONCRETE AM tdASOAetY= 3°NK Lwo WooQ STRLIC7lIRE_1"ADN — _ _ OR ONE PIECE r— HWWWAL sw. ,ata so OR MY DMUM SCREWS ST49 I INTO METAL STRUCTURES STEEL: 12 GA.MEd.(Ty.+38 KSI MDL) <y I AtdIMNUM: 1/8°THK MN.(9083–TS MN.) N s (STEEL D1 CONMALT WITH AWWW TO BE PRATED OR PANTED) )a 1tODIJCT RF7dSW I ANCHOR EM W aQ4,AoFtsTt$i Lr METAL sTRucruRE� 1/2°AIN. — — — — ' C I of •••• •• •••••••• •••••• ••••?Plan= ••• a•Q� so 0 •.• PagRa UipgT'sRBNBD cm DpAlbtp RIA y1 <� GI oa •a v ALL FRAME Com•JOINT% MUILIDN SEAMS AND PERIMETER OF . o• .I v° 6•o GLAZING BEAT)TO FRAME SEALED WITH SILICONE SEALANT. HTERIOR > ° 6 NOT at idR. Y • j0OD�`�""� __}"_^+•___ _-- •_i' Mk CLASS o 1 •ELEV.FOR SPACINO MUST 6UPT�RT GP VE9NOTT •SYSTEM AND W drawing .fig • WANgm THEAf TO TF�oBtl WING STI =RL shoat o 10 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MAK.SHIM SPACE �� • 1 � FOR '8'&AC' SH61 _/�^�' pM SHIN MRE 1 4 FOR '11' 1 4 FOR ANCHOR �•-! 18Y O O SEE SHEETS wamm -&4 t/2' '8'&C' •. Q �+ WOOD BUCKS tt J�ANtBAMHd10R5 °• 8 3 •�SPACING �RM�S a wm STRUCTURES O LL 81 .P e — I. • •P a ' • 3 D.L OPQ. D.L OPG. •' g ' EXTERIOR <: — JaenANCHORS OPTIONAL. :., FRUM VNOTH SSEE ELEM71ONS PACING JAMB ANCHORS- ANCHORED JAMBS OPTIONAL 06 HOT REQUIRE REINFORCING F SSP UNANCHOR M NAY REQUIRE RQ to M GAP SEE CHARTS + Z ^ I 17 UAL 1/4-OLA.BCLTS%WH HUTS STEL MARL REW. AT O'FROM ENDS ALUM FMNF. & 1 'NUN. Dr �SHEETS 3&4 AND 18-t/2'O.C.MAX. O SEE SHEETSY &4 SEE SHEETS 3 4 FORO FOR CAPACITY s 13 O a 1 g 1 C i o i g It ° � ,.�pisinustmBle AM ! • • • •• FF IF 6,194 9925-avira • • • • • • • • • • O � � •a DL OPG. Q.t..Ofl6. 72 O.L GPC. 14 DUG, 11•Plotldo '�i ° y\aaptNo .��'j TRIES • • • • • • • • • 1; '� HOT BY NR.GLASS • • • • • • • • ' UUSTRATWE ONLY •• • • • • • •• • • ••• •• 1•• t• ••1 ••• dra"log n0. MMAR 072912 W11-39 sheat 9 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1 V a --------- 81 a• .6 V. > o• p ao. o �'. .V. o;a• .»I d' °' AN Rs mE ZC I C me oy� tE>OR C 7&8E m{pETs 7 a18 D DPD. 1 0.4 ono. WITHOUT REDUF. ____-_____.i AW)d REO/K r,._....._...- -----_i SEE SEPARATE NOA FOR DESIGN LOAD Q� •7 - i O� &7 CAPACITY OF DOORS AND DOOR ANCHORS. -. J LOWER VALUES FROM OOORS NOA r �•-.-�------- ------- —_ -_-_ - -- --------'' '{ i � - ' ' OR STOREFRONT SYSTEM CAPACITY CHARTS TOAte-DADE omw APPROW t.A�- CotNn atm WILL APPLY TO ENTIRE SYSTEM. v LARGE MISWr`IMPACT RESISNODOR TAyNi 61E MISSILE IMPAC _--- ----4 f-R-----TT oas -------------- It .------_�1 t 1 m -----------^s'-� - - -�-- ^----^--- --"� X prod 112 '1 Li r, � 1 w LQ` �5t;eaamRRRRa; f• T•' l^ - ' ; anaaadaad z --'•-----'IFAF W101tl LEAF t0DTF1 w allh 06e 09 ElPtlatlon Dat@ • ' /� �gg �sm ....--------_ ---------__---4 p SEE S 8 do I' i ONtE£Tfi 9 de 7 �� ; YDR CAAAtOTY f 1 FOR CAPACITY f 1 IHlrad ---- - d ^----------_� ^--------a i " ^ 1 kIiVIU00 � '-DADE COUNTY APPROVED 6tIR6B-OAOE COUNTY APPROM } ash wffiN1k�F16pWa .E D9MCT R TATft ODOR' LAW mssp. IMPACT RES mm DOOR, swwftOob paaon�no i•-------------- ��---1 I ^--- -� t7D •s t = S—.--__------ 5 •• • 1- � '� �----^--- ..mss Q 0 1 Le • � • • ;'====1-==-----------� ... � :. wan 04 L x caaaaaaad _ TI''_,U La '1�_f?+nRaaaaaa t ACI_7Q�1 - y� •.p0. __ _ ,1 • • • ' • • • = �i1 __Y i dCG 00. �WIDTH ! • •• • •� • • • wroTtt ' 0' X41 Q90 0sheet 10 0 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 4.988 t76D xo. PARP NUMMWORIPTM UNNU AL MADN. _ • i•790 1.780 t 1138006 As Sim tfOA4�t PRAM Hrm/&D. am-T6 - .188 to ESBOO7 A9$00. OPEN M PRW1E MV/SU 80&3-TB - :. 2 ESM As OM DRfR11EDIATE ftOM 01DAt. 8883-16 - T# 3 MGM A3 RM PRAMS JAMS/tM.DOH 8005-T8 - 1.780 3A - AS RMD DOOR MILVM 8008-18 - �. 2750 4 E38008 A3 M& 01A94 SLOP 8083-78 - V. 8 ES800x As REDO. MLOLM ow-01 MALE 8005-18 - 1� @ 1 E38003 As RE00. wm 010' 8006-75 - r°m T ' 4'00 7 As READ. RUMOR an Q%SW vam. - a LOW L-43.760 Bwo a 6 t9 As RMWMMVSLCW STS VOM - O 13., 3.884 84 - As READ. 11 MON M WER SUM - g 10 - A9 REM,> MM AT 1/3.POE4t3 t�REatE 3/1e'x 1/2�x x um tpLL01Y FRAIAE HEAD/SILL11 ®12 x 1-11r 4/t a6R ASSIA .Y SOROS PXM s►Efl. — 12 — AS tttxAb M10.fmN StIfFRiED 8000-73 3.956 13 — As RF7gD MW U�1 cJtAl2oY STEEL — aT80 14 As REM MULLION1a Em 81Efl .�6 2780 13.60 2780 Q FRAME JAMB Id DOOR MM= twov 1.3.73. 1rtp.. 878 ffyy--yy 4.04 .283 to OPEN tT0.gC FRAME 1{E4D/SILL A4 4JW 3 3N 3.36 4.634 a Li .124 3.750 1.760 1.a78r777 GGGfff o ®MULLION SNAP—IN MATE t2 STtFFEHER 1.000 3.984 .678 .185 oo cOon6 acc4Wa0rsAb 10 O I18B. 00 D oo Dy oo V 4 '1� •• • • • • • •• • • • • • • .ora a7s6 � 3.2x9 • a•� •• • • :. ' •• i i i i •• •• nOR' PROAUCYD8VI88D �+ •• • • •• • • P q_aw27® Coft 1.117twi 1-39 •• • • • • d(OWifug n0, ® 0 swm cup 13 Sf SO EMORCING MQK •• i• 4 • 00 sheet 11 of 112 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ii � 11 as!: II j 1 1 11 S t'l t 1 tl i__Jt /. Off BEyT TO MATCH JOINT REWtUD T81H 08$0 (3)PER to or jaw e18t/e" �G3�gg BENE TO MATCH Aw 9ECtI1 0 mm#8 sms (3)PER WE CP=ff sms ,/. HORIZONTAL CORNER e:RoDucrR •• • • • • ••• •• pRppt)CI 1B1Y8A d •• ••• •• • • • •• .Ftl� 70591 asamW91n8t�1� 8 i 4J►N. Too � 1 � � • ••• • ••• • • i i R OR SQ( •�„�=�R: • i i �awinq ra. DWR M 8 ION CORNER •• •• • • W l 1-39 • •• • •• • •• ••• sheet 121 • ••• • ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •