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WS-10-1767REPLACE 20 WINDOWS AND 1 SLIDING GLASS DOOR Passe Inspector Comments (.'6 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP- 152028 Permit Number: WS -1 0 -10 -1767 Inspection Date: October 27, 2010 Inspector. Bruhn, Norman Owner: CARRILLO, ROGERIO AND MIGDALIA Job Address: 1411 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JC IMPACT SHUTTERS & GLASS INC Building Department Comments October 27, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)754 -7185 Parcel Number 1132050240200 For Inspections please call: (305)762 -4949 Page 1 of 1 INA4A BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER Name (Fee Simple Titleholder): � C. .t I Address: 1 1 mot- I( NE [ ®2 } . city: M . (�a+� w S\ 0 C tS State: *a * * * * * * * ** Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762.4949, `;'; _ n e ca e �' 1 ® ,r'rt 1 U Phone #: ; )o5 - as aC' Sag 8 zip: 35 13 8 -202.1 Phone#: Tenant/Lessee Name: JOB ADDRESS: 1 y 11 S N 10 2. S e_k City: Miami Shores County: Miami Dade Folio/Parcel#: 1. 32_05- d 2 2® Master Permit No. 'r ate. • .3.)ff Cc- P , . � rvv ec_, , 11 1 U PL O , \ Iv GC it Kr) L rni G1.cLs &, ,,,,ff���� COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: �i: Aida S moor Permit No. W Si C� — — 1G7 Email: Zip: \ -B - 2 a Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR Company Name;, \V - \PCI AA 47v a 6(G-9.%, PL' . Phone: 3 e �a- °gl a 1 Address LOS K V i b q {, , 1 101 cit : ed, e, %.4 State: FL Qualifier Name: ,S ( ep\ 1 n Ck k State Certification or Registration #: Certificate of Competency #: Contact Phone#:30 5 5(12-D � C� Email Address: 0 -.■ N DESIGNER Architect/Engineer: zip :315 Phone#: ?,b5 $(9 3 - WI a 0 00 NSL Phone#: Valve of Work for this Permit: $ 1 (.01 9 1 8 Square/Linear Footage of Work: Type of Work: °Addre °Alteration °New URepair/Replace Description of Work: 1 6 T Win Ockr J1 untit % nU C ***** * *a ********* ***** **F ** * ***** *** * * **** rya** ** r******* ** * ** ******* Permit Fee $ j CCF $ CO /CC $ Radon Fee S DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 21 1 50 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs 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 Owner or Agent The foregoing instrument n/1 � was ac wledged before me this ° I fir The foregoing instrument was acknowlledgedbefforee me this day of a� 91 , 20 J� by d e (i ri 1 `I� da of 20 1 0, by et )��� Y Curtail who is personally known to me or who has produced ' Rib— As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Adriana Smith M uoinui Expires 0112112011 (Revised 07 /10/07)(Revised 06/10/2009XRevised 3/15/09Xrev6/4/10) Sign: Print My Co who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Notary Public State o on „1„ r Pv y Commission DD631533 fro o rO Expires 0112112011_._, Zoning Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.\ 1— 205 - 02 L 1 0230 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 3. Owner(s) name and Interest in property: 1t�� 1 P " ` fA Name and address of fee simple titleholder. 4, n ctor's name, d d phone number. 0 04.05 MuD �� ' - t t * 1C 1 Pd e (1 FL. - '1 - 1 E 5. Surety. (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s .f er(s ^,/i' ' i I •razed Officer/Director/Partner/Manager Prepared � Prepared By f S .P� /1 Print Name w • • e (1 (f t 0 Print Name Title/Office Title/Office 6 r R/ 6d STATE OF FLORIDA COUNTY OF MIAMI -DADE B e ex-to e fon ping ewas wied i fare me this x� day of ci fa Individu�alty or la as �, ` for ❑ Personalty known, oyei produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. S s) of Own e = er(s)'s Authorized Officer/Director/Partner/Manager who signed above: AGE 3 3/10 `u53si, 111111111111111111111111111111111111111111111 CFN 2010_0R0601270 OR BE; 27410 F's 1142 °s (fps) RECORDED 09/03 /2010 132741 HARVEY RUVIHy CLERK OF COURT MIAI1I -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office /0 a'Sr #A ZOOi() By 4Rba CERTIFICATE OF LIABILITY INSURANC PRODUCER E J.C. Impact Shutters & Glass, Inc. 9465 North e ta10 w 9 Street, #107 Medley FL 33 INSURERS AFFORDING COVERAGE INSURER A: Colony Insurance Company INSURER B: INSURER C: INSURER D: INSURER E: NAIC # 39993 Morris & Reynolds Inc. 14821 South Dixie Highway Miami FL 33176 Phone:305- 238 -1000 Fax:305- 255 -9643 INSURED COVERAGES OP ID YA1 THIS CERTIFICATE IS ISSUED AS A MA OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. GENII AGGREGATE UMJT APPLIES PER: X POUCY I I JPECT Ti LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS DEDUCTIBLE RETENTION $ 05/13/10 05/13/11 EACH OCCURRENCE PREMISES (Ea acurence) MED EXP (My one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG AUTO ONLY - EA ACCIDENT EA ACC AGG EACH OCCURRENCE AGGREGATE $1,00 $100,000 $5,000 $1,000,000 $2,000,000 $2,000,000 WORKERS COMPENSATION AND EMPLOYER, UABILITY ANY PROPRIETOR /PARTNER/EXE Y OFFICER/MEMBER EXCLUDED? (Mandatory describe NH) yes under SPECIAL PROVISIONS below TORY LIMITS ER E.L EACH ACCIDENT $ EL DISEASE -EA EMPLO $ EL DISEASE - POUCY LIMIT $ THE POUCIES 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CERTIFICATE HOLDER TYPE OF INSURANCE VMIAtaS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LUIBIL TY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Village of Miami Shores 10050 North East 2 Avenue Miami Shores FL 33138 ACORD 25 (2009101) POLICY NUMBER CANCELLATION .,. The ACORD name and logo are registered marks of ACORD N. An rights reserved. THE POUCIES 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 POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE IMMIDD/N'Y1 POUCY EXPIRATION DATE HAM/DONT] UNITS INSURED J C Impact Shutters & Glass, Inc. 9465 N W 109th Street Bay #107 Medley FL 33178 I INSURER k National Union Fire In Co GENERAL UABIUTY COMMERCIAL GENERAL UABIL TY INSURER C: INSURER 0: EACH OCCURRENCE $ PR SO RENTED PREMISES EMI E MiSES (Ea amlrenw) $ CLAIMS MADE OCCUR MED EXP (Any one perm) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN1 7 AGGREGATE OMIT APPLIES PER PRODUCTS - COMP/OP AGG $ POLICY 1 . FLOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE LIMIT (Ea ardent) $ BODILY INJURY (Pm) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Peraccident) GARAGEUABILITY ANY AUTO AUTO ONLY- EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA UABIUTY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, desathe Imdder SPECIAL PROVISIONS betoww WC 003 - 60 - 3409 8/2/2010 8/2/2011 ITORYLI ER ER EL EACH ACCIDENT $ 100, 000 EL DISEASE - EA EMPLOYEE $ 100,000 EL DISEASE - POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ACORD , CERTIFICATE OF LIABILITY INSURANCE DATEHIM/DD/YYYY) 10/5/2010 AUTHORIZED REPRESENTATIVE PRODUCER Wells Fargo Insurance Services USA, Inc 2601 S Bayshore Drive, Suite 1600 Coconut Grove FL 33133 (305) 443 - 4886 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED J C Impact Shutters & Glass, Inc. 9465 N W 109th Street Bay #107 Medley FL 33178 I INSURER k National Union Fire In Co INSURER B: INSURER C: INSURER 0: INSURER E: Village of Miami Shores 10050 North East 2 Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR UABIJTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE COVERAGES CERTIFICATE HOLDER ACORD 25 (2001/08) Page 1 of 2 CANCELLATION © ACORD CORPORATION 1988 Class Category Category Description Expiration Date BLDG 23 GLASS & GLAZING 09/30/2012 BLDG 29 METAL AWNG & SHUTR 09/30/2012 Miami -Dade County - Building Code Compliance Office Home Product Control I Contractors I Building Officials Contact us I ealrf utl• Contractor Number: Contractor name: Address: City St, Zip: Phone: Other Phone: Fax: Email: D/BIA: Contractor Status: Contractor License Information 04BS00887 J C IMPACT SHUTTERS & GLASS INC 9465 NW 109 ST#107 MEDLEY (305) 863 -2727 ACTIVE CONTRACTOR INQUIRY COMPLETE BCCO Contractor Inquiry and Complaint Search 1 BCCO Home Page I State License Search Menu • Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer E-mail you comments ar questions to BCCO 02001 Mia mI.ate County. M rights reserved. FL 33178 Page 1 of 1 httpl /egvsys. metro- dade.com :1608IW W WSERV /ggvt/BNZAW941.DIA ?CNTR 0 4BS00... 10/5/2010 CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENC 04BS00887 J C IMPACT SHUTTERS & GLASS INC D.B.A.: ) ANALS JOSEPH Is certified under the provisions of Chapter 10 of Miami -Dade Coun QUALIFYING TRADE(S) 0023 GLASS & GLAZING 0029 METAL AWNG & SHUTR Heardelo Goma :. ^.E. :secretary of the Board fights herein MlAMF 1 wvw.ndamidade.govtb ddingcode • ■aml -Dade Coun y retains all prop° • • MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 THIS IS NOT A BILL - DO NOT PAY RENEWAL 350193-0 RECEIPT NO. 131651 - 2 BUSINESS NAME / LOCATION J C IMPACT SHUTTERS & GLASS INC CC * 04BS00887 9465 NW 109 ST 1:07 33178 MEDLEY OWNER - J C IMPACT SHUTTERS & GLASS INC WORKER /S Sc o. Type of Business 6 THIS 6 A CIALTY BUILDING CONTRACTOR IS BUSINESS TAX RECEIPT. IT DOES NOT PERAUr THE HOLDER - TO' VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES TT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDERS QUAUFICA- TIONS. PAYMENT RECEIVED 4IAMI -DARE COUNTY TAX COLLECTOR: 08/10/2010 60030000116 000045.00 SEE OTHER SIDE Apt ho- Idea must Aster :he city- . vie work is to be ■ THIS:IS NOT A BILL - DO NOT PA Y. i=IPT NO. : 30- 137.6512: CC. ;110: 04B500887' ` SINEW - NAME /..LOCATION IMPACT SHUTTERS:;& GLASS. INC . 9.465" NW'.109 ST HER : J C ,IMPACT . SHUTTERS.- GLASS INC SEE _ BACK _'OF RECE - A . OF NON -' A' UNICIPALITIE R GENEO ADE';GCUNTV TAX 10/2010_ V30000117 002;00.00 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 DO NOT FORWARD J C IMPACT SHUTTERS & GLASS INC JOSEPH CANALS PRES 9465 NW 109 ST *107 MEDLEY FL 33178 111 lliitll/1Rli4Alf81f 7111111111111111111418147 hilhAJJ DO NOT FORWARD J C IMPACT SHUTTERS & GLASS INC JOSEPH CANALS PRES 9465 NW 109 ST *107 MEDLEY FL 33178 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING , 1111111 I11 11111111111111111 I I Ili 11111111111111 i )113111111111 FIRST -CLASS U.S. POSTAGE !' PAID MIAMI, FL PERMIT NO. 231 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: czkr,„_,--:\„ CCie r\ PERMIT # ° ' o m 0 fl (0-7 ADDRESS: `� �5 ;�+►� FOLIO NUMBER: I — 2_05- 02 - FLOOD ZONE: BASE FLOOD ELEVATION: F EBO RD: ' COS`roF PAST IMPROVEMENTS (1 MONTHS):? COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) EAST OF FL.CCCL: p©1NV OCT 0 62010 BY:... . .. TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): NV I (e) e ' 8 VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 0. 3 2 B , OWNERS SIGNATUR PLAN REVIEWER: PLAN REVIEWER SIGNATURE: DATE: 11 -12 -08 JC IMPACT SHUTTERS & GLASS, INC. Fully Licensed and Insured Dade County Product Control Approved 9465 NW 109 Street, Suite #107 Dade 305 - 863 - 2727 Medley, Florida 33178 Broward: 954- 983 -0303 My Safe Florida Home Contractor #11171 Facsimile: 305- 889 -1983 Miami -Dade Lic. #04BS00887 jcimpactshutters @comcast.net Broward Lic. #86- 4269 -G-X Date: June 14, 2010 CONTRACT Submitted to: Project Location: Dr. & Mrs. Carrillo Same 1411NE102St Miami Shores, FL PGT WinGuard Aluminum Impact Resistant Windows & Doors with PGT Laminated Glass, Miami -Dade County Code Approved, Full View, White Frame /Gray 7/16" Laminated Glass: 001 Horizontal Roller Series 710 Ordered : 2 Description: HR710A ALUM WGSize : 74W x 38.25H Frame type : Flange Size Type : Tip -To-Tip Configuration : Left Moving - Right Fixed- XOFrame color : White Outboard Glass color : Gray lnterlayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS How many locks : 1 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 75.00 DP Calculated Neg - : 75.00 Certification# : 07- 0815.09 002 Horizontal Roller Series 710 Ordered : 2 , LA Description: HR710A ALUM WGSize : 37W x 38.25H Frame type : Flange Size Type : Tip -To-Tip Configuration : Left Moving - Right Fixed- XOFrame color : White Outboard Glass color : Gray lnterlayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS How many locks : 1 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 75.00 DP Calculated Neg - : 75.00 Certification# : 07- 0815.09 003 Horizontal Roller Series 710 Ordered : 1 Description: HR710A ALUM WGSize : 74.00W x 63.00H (size code: D25) Frame type : Flange Size Type : Tip- To- TipConfiguration : Left Moving - Right Fixed- XOFrame color : White Outboard Glass color : Gray lnterlayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS How many locks : 2 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 63.80 DP Calculated Neg - : 63.80 Certification# : 07- 0815.09 004 Casement Series 740 Ordered : 1 Description: WINGUARD CA SERIES 740Size :: 19.25W x 38.5H Size Type: : Tip-To -Tip Configuration (OSLI): : XFrame Color : White Outboard Glass Color.: Gray Glass Type: : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS nterlayer Color.: Clear Inboard Glass Color: : Clear Hinge: : Right Hinge Hinge Type: : Washable Handle Type: : Standard Handle Colonial style: : No Colonial Screen Type:: 18x16 Charcoal DP Calculated + : 70.00 DP Calculated - : 90.00 Certification# : 08 -0117.11 Label: U- Factor : 1.06 Label: SHGC : 0.45 005 Horizontal Roller Series 710 Ordered :1 Description: HR710A ALUM WGSize : 53W x 3825H Frame type : Flange Size Type : Tip-To -Tip Configuration : Left Moving - Right Fixed- XOFrame color : White Outboard Glass color : Gray Interlayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS How many locks : 1 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 75.00 DP Calculated Neg - : 75.00 Certification# : 07- 0815.09 006 Horizontal Roller Series 710 Ordered : 2 Description: HR710A ALUM WGSize : 111.00W x 63.00H (size code: T25) Frame type : Flange Size Type : Tip- To-TipConfiguration : Left Moving - MiddleFixed - Right Moving - XOXFrame color : White Outboard Glass color : Graylnterlayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 ANN - .090PVB - 3/16 HS Meeting rail location : 1/4 -1/2 -1/4 How many locks : 2 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 50.90 DP Calculated Neg - : 50.90 Cert# : 07- 0815.09 i) 007 Horizontal Roller Series 710 Ordered : 1 Description: HR710A ALUM WGSize : 10625W x 63H Frame type : Flange Size Type : Tip-To -Tip Configuration : Left Moving - MiddleFixed - Right Moving - XOXFrame color : White Outboard Glass color : Graylnteriayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS Meeting rail location : 1/4 -1/2 -1/4 How many locks : 2 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 52.30 DP Calculated Neg - : 52.30 Certfication# : 07 -0815.09 Label: U- Factor : 1.10 Label: SHGC : 0.52 008 Picture Window Series 701 Ordered : 2 0 1 cl Description: WINGUARD PICTURE WINDOWSize : 111W x 12.5H Size Type : Tip-To-lip Frame Color : WhiteFrame type : Flange Outboard Glass Color : Gray lnterlayer Color : Clear Inboard Glass Color : Clear Glass Type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS) Colonial Style : No ColonialFixed lites across : 0 Fixed lites down : 0 Stainless Steel Package : Yes DP Calculated + : 60.00 DP Calculated - : 60.00 Certification# : 08- 1112.10 009 Aluminum Mull Bar & Mull Clips Ordered : 3 Description: MULL BARSConfiguration: 114 WHITE 1 X 4 X .375 For Brand : WinGuard Aluminum Mull Type : 1 x 4 x .375 Mull Custom Mull Size : 114Mull Color : White 010 Aluminum Mull Bar & Mull Clips Ordered : 3 Description: MULL BARSConfiguration: 1X4X.375 CLP PRFor Brand : WinGuard Aluminum Custom Mull Size : 0 Clip Angles & U- Channel : 1 x 4 x .375Mull ClipSet : Yes 011 Picture Window Series 701 Ordered : 1 I Q. Description: WINGUARD PICTURE WINDOWSize : 106.25W x 12.5H Size Type : Tip-To -Tip Frame Color : WhiteFrame type : Flange Outboard Glass Color : Gray Interlayer Color : Clearinboard Glass Color : Clear Glass Type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS) Colonial Style : No ColonialFixed cites across : 0 Fixed lites down : 0 Stainless Steel Package : Yes DP Calculated + : 60.00 DP Calculated - : 60.00 Certification# : 08- 1112.10NOA Selection : 08- 1112.10 LM 012 Sliding Glass Door Series 770 Ordered : 1 t , Description: SGD SERIES 770Unit Width: : 72.001 Unit Height: : 80.00 Send Door : Complete unit Frame Color : White Glass Type : 7/16" Lami (3/16 HS - .090PVB - 3/16 HS)Outboard Color : Graylnterlayer Color : Clear Inboard Color : Clear Large or Small Missile : Large MissileConfiguration:: XX Panels & Tracks : 2 Panels / 2 Tracks - 22 Stacking : Standard StackDoor Type : ByPass Sill Riser Height : 3 1/4" Sill Riser Type : StandardColonial style : No ColonialScreen Rail Qty : 1 Screen Panels : Standard Screen Screen Type : 18x16 Charcoal Screen Quantity : 1 Primary Lock Type : Mortice LockPrimary Lock Color : White Calculated DP + : 60.0000Calculated DP - : 60.0000 Test Report Number : See NOA09- 0826.10 013 Horizontal Roller Series 710 Ordered : 2 I Description: HR710A ALUM WGSize : 37W x 50.5H Frame type : Flange Size Type : Tip- To-Tip Configuration : Left Moving - Right Fixed- XOFrame color : White Outboard Glass color : Gray Interlayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS How many locks : 2 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 75.00 DP Calculated Neg - : 75.00 Certification# : 07 -0815.09 014 Horizontal Roller Series 710 Ordered : 2 Description: HR710A ALUM WGSize : 37W x 26.5H Frame type : Flange Size Type : Tip- To-Tip Configuration : Left Moving - Right Fixed XOFrame color : White Outboard Glass color : Gray Interlayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS How many locks : 2 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 75.00 DP Calculated Neg - : 75.00 Certification# : 07- 0815.09 015 Horizontal Roller Series 710 Ordered : 3 l 1 r I I , cl Description: HR710A ALUM WGSize : 74W x 50.5H Frame type : Flange Size Type : Tip- To-Tip Configuration : Left Moving - Right Fixed- XOFrame color : White Outboard Glass color : Gray Interlayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 Ann - .090PVB - 3/16 HS How many locks : 2 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 75.00 DP Calculated Neg - : 75.00 Certification# : 07 -0815.09 016 Horizontal Roller Series 710 Ordered : 2 Description: HR710A ALUM WGSize : 53W x 50.5H Frame type : Flange Size Type : Tip - To-Tip Configuration : Left Moving - Right Fixed- XOFrame color : White Outboard Glass color : Gray Interlayer color : Clear Inboard Glass color : Clear Glass type : 7/16" Lami (3/16 Ann- .090PVB - 3/16 HS How many locks : 2 Screen type : 18x16 Charcoal Colonial style : No Colonial DP Calculated Pos + : 75.00 DP Calculated Neg - : 75.00 Certfication# : 07 -0815.09 FURNISHED AND INSTALLED $15,513.25 Permit and Engineering Costs 400.00 Tax 1,085.93 TOTAL $16,899.18 (All Major Credit Cards Accepted.) ALL MAJOR CREDIT CARDS ACCEPTED. Acceptance of Contract: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to complete the work as specified. Payment will be made as outlined below. All Sales Final. ( /(' Date: • INCLUDES REMOVAL & DISPOSAL OF EXISTING WINDOWS /DOORS • INCLUDES ALL FASTENERS & CAULKING PER PRODUCT'S NOA Receipt of deposit $ 1 II 000 mer Signature d?Vaele. c/#7eA/ Print Customer Name Twenty percent (20 %) deposit required $3,379.84 UPON ACCEPTANCE OF CONTRACT. Another twenty percent (20 %) deposit required four (4) weeks from date customers request window installation. Final balance due upon passing Final Inspection. on thi ay of , 200 /S . Impact hutters & Glass, Inc. J.C. Impact Shutters & Glass, Inc. is not responsible for damage to plaster, stucco, paint, drywall, trims, sills, tiles, floors and countertops during any retrofit installation. Homeowners must move and/or cover any furniture, window coverings such as drapes, blinds & verticals, required to be moved prior to and after installation. i-co 1 r`w(wGc/ ryV' • 4.11 T 3 _ fr S ,;o 0812 -3 /1.0 ofto No.: 11- 3205 -024 -0200 � 1111 RESID - .l.; ndHorrmest: =d: •c OGCARRILLO&W GDALIA L Units: 1411 NE 102 ST MIAMI •' SFL x 4 138-2821 of ire: : 805 S0 FT ear Built 5342 PB 56-86 MIAMI ORES BAY PK ESTS I• LOT 24BLK1 LOT • < =� ., IZE85.000X113OR 8820273312941 OR 18620-2733 1294 00 ofto No.: 11- 3205 -024 -0200 � , ndHorrmest: =d: •c OGCARRILLO&W GDALIA L 1411 NE 102 ST MIAMI •' SFL x 4 138-2821 ear 2010 2009 clam s �� -r =K m � '.Yl. 000 $25000 ndHorrmest: =d: IIIIEMINI MAN Miami -Dade My Home My Home ramie ade.go Show Me: Property Information Search By: Select Item - Text only I Li Property Appraiser Tax Estimator L+ Property Appraiser Tax C omparison Portability S.O.H. Calculator Summate Details: Pro perty Information: Assessment Information: 2010 $338 324 $328 162 2009 BUM pd on Information: Taxable Value Information: Year. Taxing Authafty: Regional: County: City: School Board: 2010 Applied Exemption/ Taxable Value: $50,!00/ $255` ,773 $50,000/ $255,773 $50,000/ $255,773 $25,000/ $280,773 2009 APPIled Exemption/ Taxable Value: 950,000/ r 47,73$ O 000/ $247,735 $50,000/ $247,735 925,000/ $272,735 Sale Information: Date: 12/1994 ACTIVE TOOL: SELECT j Aerial Photography- 2009 My Home l Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home i Using Our Site' Phone Directory 1 Privacy l Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web She ® 2002 Miami -Dade County. AU rights reserved. 0 113 ft Page 1 of 2 MIAMI•DA Legend J Property Boundary N Selected Property Street Highway Miami -Dade County ® Water 42 http: / /gisims2. miamidade .gov /myhome /propmap.asp 10/6/2010 Customer Detailed Ship To Slip To # 011927 -1 J C IMPACT SHUTTERS & GLASS 9465 NW 109TH STREET - SU1TE 107 MEDLEY, FL 331781234 Phone# (305)863 -2727 Fax (305)889 -1983 Description: Co How many locks :1 DP Calculated Pos : 75.00 Label: U Factor : 1.08 Frame Color : White Interlayer Color.: Clear Hinge Type: : Washable c ::1 Label: VT : 0.3 • COG: U Factor : 0.94 74X38.250FL 74W x 38.25H 11 Moving - RigbtFixed -XO Interlayer color : Clear How many locks :1 DP Calculated Pos Label: U Factor : 1.0 COG: VT (use for Turtle Code) : 0.49 002 Horh o ctal Roller Series 71 Description: HR71OA ALUM WO Configuration: 37X38250FL Size Configuration Left Moving - Right Fixed -XO Interlayer color : Clear COG: VT use for Turtle_ _' _ x.49 003 Horizontal Roller Series 710 How many locks : 2 DP Calculated Pos + Label: U F : 1.08 COG: VT (use for Turtle Code) : 0.49 004 (Casement Series 740 Description: WINGUARD CA SERIES 740 Coe 19250X38.500 08-0117.11 XO Frame type : Flange Frame color : White Inboard Glass color : Clear Screen type : 18x16 Charcoal DP Calculated Neg :73.00 Label: SHGC : 0.46 Energy Star : Does Not Qualify XO Frame type : Flange Frame color : White Inboard Glass color : Clew Screen type :18x16 DP Calculated Neg ( : - 75.00 Label: SHGC : 0.46 Star : Does Not Description: HR710A ALUM WO Cord D25 FLWORY G07 /16 XO S : 74.00W x 63.00H size code: D25) Frame type : Flange Configuration : Left Moving - Right Fixed Frame color : White -XO Interlayer color : Clear Screen type : 18x16 DP Calculated N Label: SHGC : 0.46 Energy Star : Does Not X RW maize Type: : Tip -To-Tip Outboard Glass Color : Gray Inboard Glass Color.: Clear Handle Type: : Standard Handle DP Calculated Label: U Factor : 1. COG: VT (use for Tuttle Code) : 0.49 In Miami Dade (or those standards deshed) • Yes Quote # 1917850 Quote Date 09/23/2010 Customer �J Account # � q. / / O 0X�l� 1( Ri Retrofit quotes /4/J/ )0c J'i Phone# 6 ' 4 4ieiC Raft Size Type : Tip -To-Tip Outboard Glass color : Gray type : 7/16" Lauri (3/16 Ann - .090 Colonial style : No Colonial Certificati Label: VT : 0.3 What side to Mull : View from Outside Size Type : Tip -To-Tip Outboard Glass color : Gray G type 7/16 L auri (3/16 Aim - .090 PVB - 3/16 — Aim) Colonial style : No Colonial Certification :07 -0 Label: VT : 0.39 What side to Mull : View from Outside Size Type : Tip -To-Tip Outboard Glass color: Gray type : 7/16" Lami (3/16 Ann - .090 - 3/16 Ann) lonial styleNo_ Leertificati VT :.0.39 'de to Mull : View from Outside 74 3, ass Type: : 7/16" 1I (3/16 Ann - .090 PVBB- Wage:: Right Hinge Colonial style: : No Colonial DP Calculated0.00 Label SHGC : 0.40 Energy Star : Does Not Qualify Anchorage Type:: 1/4" ELCO Tapcons 005 Description: HR710A ALUM WO Co* maation: 533138.250 Si Configuration : Left Moving - Right Fixed -XO Interlayer color : Clear , How many locks :1 DP Calculated Po Label: U -Factor :L COG: VT use for Turtle Code) : 0.49 006 Corizontal Roper Sid 0 Description: HR710A ALUM WG Coregur 110.750X 631 Si Configuration : Left Moving - Middle Fixed - Right Moving - XOX Interlayer color : Clear Meeting rail location : 1/4 -1/2 -1/4 Colonial style : No Colonial Certificati :07. 0815.09 Label: VT : 0. What side to Mull : View from Outside 007 ,l�oriiontal Roper Series 71 Description: HR710A ALUM WG 106.250X 63 Cori rte S• 106.25W x 6311 ving - Middle Fixed - Right Moving - XOX Interlayer color : Clear Meeting rail location : 1/4 -1/2 -1/4 Colonial style No Label: VT : 0.39 What side to Mull : View from Outside Fixed lites across : 0 DR Calculated : 60.E Testing/Certifications to be used for permit : Mimi-Dade NOA ( in HVITZ ) Substrate : Concrete NFRC Label: VT : 0.44 COG:: VT (use for Turtle Code) : 0.49 What side to Mull : View from Outside Freme_type : Flange Frame color : White Inboard Glass color : Clear Screen type : 18x16 Charcoal DP Calculated N - :75.00 Label: SHGC : 0.46 Energy Star : Does Not Qualify • XOX Frame type : Flange Frame color : White Inboard Glass color : Clear How many locks : 2 DP Calculated Poi :75.00 Label: U Factor : 1.08 COG: VT (use for Turtle Code) : 0.49 XOX Frame type : Flange Frame color : White Inboard Glass color : Clear How many locks : 2 DP Calculated P Label: U Factor : 1. COG: VT (use for Turtle Code) : 0.49 008 ( tire Window Series 701 Description: WINGUARD PICTURE WINDOW Co4/1 plan , • 110.750X 11.500FL W /GRY GH7 /16 S S• :110.75W x 11.5� Size Type : Tip -To-Tip Frame type : Flange Outboard Glass Color : Gray Inboard Glass Color : Clear ° s Type :7/16" (3/16 Ann - .090 Fixed lites down : 0 DP Calc60.00 NOA Selection : 08. 1112.10 LM (exp.2/19/2014) NFRC Label: U- Factor : 0.98 COG: U Factor : 0.94 Condensation Rice : 14 Size Type : Tip - To-Tip Outboard Glass color : Gray Glass type : 771 Lami (3/16 Ann - .090 18- 3/16rAmt) Colonial style : No Colonial Certificati :07-0 Label: VT : 0.39 What side to Mull : View from Outside Size Type : Tip - To-Tip Outboard Glass color : Gray Glass type : 7 /16 "_t.ami (3/16 Ann - .090 Screen type : 18x16 Charcoal DP Calculated : 75.00 Label: SHGC : 0.46• Fmergy Star : Does Not Qualify Size Type : Tip -To-Tip Outboard Glass color : Gray Glass type : 7/16" (3/16 Ann - .090 Screen type : 18x16 Charcoal DP Calculated Neg : 75A0 Label: SHGC : 0.46 Energy Star : Does Not Qualify Franco Color : White Interlayer Color : Clear Colonial Style : No Colonial Stainless Steel Package : Yes Anchorag ___=C NFRC Label: SHGC : 0.51 COG: SHGC : 0.56 Energy Star : Does Not Qualify 009 Mull Bar & Mull Clips Description: i BARS Configuration: • 114 WI IITZ X 4 X For Brand : WinGuard Aluminum Mull Color : White 010 l minims Mull Bar & Mull Clips Description: MULL BARS Configuration: C-2X4X.251 For Brand : WinGuard Aluminum Custom Mull Size : 0 Set : Yes Configuration: 106.250X 11.500 Si06.25W x 11.5H Frame type : Flange Inboard Glass Color : Clear Interlayer Color : Clear Configuration:: XX Door Type : ByPass Colonial style : No Colonial Lites Down: : 0 Screen Type : 18x16 Charcoal Primary Lock Color : White X Panel Rollers : Steel Tandem (standard) Anchor CO Tapcons Calculated D NFRC Label: SHGC : 0.4200 Energy Star : Does Not Qualify Fixed lites across : 0 DP Ca1 Testing/ . ) ., to used for permit : Miami Dade NOA ( in HVHZ ) Substrate : Concrete NFRC Label: VT : 0.44 COG: VT (use for Turtle Code) : 0.49 What side to Mull : View from Outside 012 Ding Glas Door Series Description: SGD SERIES 770 Configur o • 6068 DW/GRY 11E17/1 Unit Width: • 72.001 Frame Color : White S Size Type : Tip -To-Tip Glees Color: Gray : 7/Ib i (3/16 Aim - .090 PVB - 3/16 HS) Fixed liter down : 0 DP Calad - : 60.00 NOA Selection : 08- 1112.10 LM (exp.2119/2014) NFRC Label: U -Factor : 0.98 COG: UFactor : 0.94 Condensation Resistance : 14 2/2 BPBSB T CT* Height:: 80.00 Glass Type /1 (3/16 HS - .090 PVB - 3/16 HS Inboard Color : Clear Panels & Tracks :2 Panels /2 Tracks -22 Sill Riser Height : 3 1/4" Muntin type : NONE Screen Rail Qty :1 Screen Quantity :1 Primary Lock Location : STANDARD Panel Reinforcement : No Reinforcement Substrate : Concrete Number : See NOA 09-0826.10 ype :2 x 4x.25 Mull Label: VT : 0.3500 Custom Mull Size : 114 dZ/d Frame Color : White Interlayer Color : Clear Colonial Style : No Colonial Stain Steed P e :Y es Cetificati :08- 1112.10 An CO Tapcons NFRC Label: SHGC : 0.51 COG: SHGC : 0.56 Energy Star : Does Not Qualify Send Door : Complete unit Outboard Color : Gray // COG: U Factor : 0.94 r--9 Large or Small Missile : Large Missile Stacking : Standard Stack Sill Riser Type : Standard Lites Across :: 0 Screen Panels : Standard Screen Primary Lock Type : Mortice Lock Secondary Lock Type : None Certification : Miami Dade NOA (in HVHZ) Calculated D +: 60.0000 NFRC Label: U -Factor :11-900 Description: HR710A ALUM WO How many locks : 2 DP Calculated Pos :75.00 Label: U Factor : 1.08 COG: VT use for Turtle 5 . 0 r gtion : Left Moving - Right Fixed -XO Interlayer color : Clear 37X50.500 Description: HR710A ALUM WO Co , r 22 FLWGRY GG7/16 XO 1 • 37.00W x 26.0011 (size code: 22) Frame type : Flange . ft Moving - Right Feed Frame color : White I 1 11 - XO Interlayer color : Clear How many loch : 2 DP Calculated Pos Label: UFactor : 1.0 COG: VT use for Turtle Code : 0.49 015 Horizontal Roller Series 710 Description: HR710A ALUM WO Co � 73.500X50.500 S Configuration : Left Moving - Right Fixed -XO Interlayer color : Clear How many locks : 2 DP Calculated Pos 75.00 Label: U Factor : 1.08 COG: VT use for Turtle Code -XO Interlayer color : Clear 017 Descrption: MULL Co>fguration: For Brand : WinGuard Custom Mull Size : 0 Screen type : 18x16 DP Calculated Neg Label: SHGC : 0.46 : 0.49 : Does Not Quality 016 Horizontal Roller Series 7 Description: HR710A ALUM WG How many locks : 2 DP Calculated Pos : 75.00 Label: U Factor : 1.08 COG: VT use for Turtle Code : 0.49 018 Gartzoetal Roller Series 710 Description: HR710A ALUM WO Co < • „ • 74X50.5001 : 74W x 50.511 guration : Left Moving - Right Fixed -XO Interlayer color : Clear How many locks : 2 DP Calculated Pos : 75.00 4X XO 1 Frame type : Flange • Frame color : White Inboard Glass color : Clear Screen type : 18x16 Charcoal DP Calculated N Label: SHGC : 0.46 Star : Does Not Inboard Glass color : Clear Screen type : 18x16 DP Calculated N Label: SHGC : 0.46 Star : Does Not Qualify XO Frame type : Flange Frame color : White Inboard Glass color : Clear XO Frame type : Flange Frame color : White Star : Does Not Mutt Mull Color : White XO Frame type : Flange Frame color : White Inboard Glass color : Clear Screen type : 18x16 Charcoal DP Calculated Neg :75.00 Label: SHGC : 0.46 Inboard Glace color : Clear Screen type : 18x16 Charcoal DP Calculated Nen - 5.00 Size Type : Tip - To-Tip Outboard Glass color : Gray Glass type : 7/16 " (3/16 Ann - .090 Colonial.style : No Colonial Cetificati Label: VT : 0.3 What side to Mull : View from Outside Size Type : Tip - To-Tip Outboard Glass color : Gray Glass type : 7/16 Colonial style :No Colonial Certific ati Label: VT : 0.39 What side to Mull : View from Outside Size Type : Tip -To-Tip Outboard Glass color : Gray Glass : 7/16 (3/16 Ann - .090 F vEr= sh6 wmc) Colonial style • No. Colonial Certific ati Label: VT : 0.39 What side to Mull : View from Qatside Size Type : Tip -To-Tip Outboard Glass color : Gray Colonial style : No Certificatioof! 07 -0815.09 Label: VT : 0.39 What side to Mull : View from Outside Glass type : 7/16" ` . i (3/16 Ann - .090 Aluminum Mull Bar & Mall B 53 4'6" WHITE x4x.25Mull Modular size code : 4' 6" - Wide Size Type : Tip -To-Tip Outboard Glass color : Gray h)---4-0(--- Glass type : 7/16 "Mani (3/16 Ann - .090 PVB - Colonial style : No Co Certificati /7 Exterior Zones (5 - Walls) Negative Exposure C For the Pressures 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) 10 10 20 30 40 50 60 -t40 -1.29 -1.23 -1.19 -1.15 -1.13 1 _ - - -_ _ -58.1 -55.6 -53.9 -52.6 -51.5 20 -66.0 -61.5 -58.9 -57.1 -55.7 -54.5 -55.8 -6:.9 -64.3 -61.5 -59.6 -58.1 -56.9 30 -71.8 - 67.0 -64.2 -62.2 -60.6 - 59.3 40 -76.2 -71.1 -68.1 -66.0 -64.3 - -63.0, ; t t "< 50 -79.9 -74.5 -71 -74.0 -69 .1 -71.7 -67. -69.9 ti- i ` I' .• i1 '. B :4 `` `, 60 -82.8 -77.2 Interior Zone (4 - Walls) Negative Pressures . Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -50.5 - 48.4 - 47.1 - 46.3 - 45.6 -45.0 20 -53.4 - 51.2 - 49.9 - 49.0 - 48.3 -47.7 25 -55.8 -53.5 -52.1 -51.2 -50.4 -49.8 30 -58.2 -55.8 -54.4 -53.4 -52.6 -51.9 40 -61.7 -59.2 -57.7 -56.6 -55.8 -55.1 50 -64.7 -62.0 -60.5 -59.3 -58.5 -57.8 60 - 67.1 -64.3 -62.7 -61.5 -60.6 -59.9 Interior & Exterior Exposure C Zones (4 &5 - Walls) Positive Pressures For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 -I 46.5 44.4 42.3 41.7 41.1 20 `' 49.3 47.0 _43.2 45.7 44.8 44.1 43.5 49.1 47.8 46.8 46.1 45,5 30 53.6 51.2 49.8 48.8 48.0 47.4 40 56.9 54.4 52.9 51.8 51.0 50.3 50 59.7 57.0 55.4 54.3 53.4 52,7 60 61.8 59.1 57.4 56.3 55.4 54.6 RAMMS ENGINEERING, INC. 2100 W 76 ST. ##311, HIALEAH, FLORIDA, 33016 Robert S. Monsour, P.E. Fl # 11955 / 0006024 DESIGN WIND LOADS (LBS /SQFT) FOR d = .85 ORIDA BUILDING CODE 2007 ASCE 7 -05 WIND CODE 46 MPH ZON , 1 1 � r i�, i i Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF s f, f-rR 7/0 -44 67 08 Iso y 37X3'o CL,4ss /6 PR 7/0 --4.070r it/(4 % X 76' - 74 - 6 , 411ss R 7/ - * 670/S01 37)(S0). 6 kW A G1SS?46 7 3' . • IIR- 7/o 4.076i/rot? s'ar -6a, s� CLi4ss 11R 7/0 4 0709/3 . 476 7.s• -474 .3 1c INS idle 7/0 -, D 7a' /$ O 9 7V s<3p z CZ A-a s / L ? - /0 POJ 70 / - #0811 i4io /4t aXL Vio` ola - o . a 70 6 1 0 i6 - o9 - . 6'3k3d /y 473 - 7S C44 7 s /M 1)Act egs«TA- vT MNaoos � Dook CA7 #' o8'G/ ll%ry 3o g 470- 70 CL,4ss 06 A/o 7 63 110 3 /4Xl1 °rZ (0 3 IOC©'/4 K 6 1 06 4r (1Va d /=,Cao2 09' fe g s s ; R 7/o ,37x 36% -- 76- - 7d- /7 : s /'C ,4-/1€ ' Riv C,eito /S/// Al Cc /D ST , y /4 e �P.es /JR 7/0 46708'/fof 53 X co/ -176 - 7S - 6 .4, 44 s 'tic �9 49 ®R9B0 94D ER.m9 Y0CR■Q ��S ///? - 7/0 . O� -4 p 70 /.5-01- ao 6 �o%a /4 w x L 4-.14/ /9 _ .APPROVED ; C Fei DATE ZONING DEPT BLDG DEPT '' %2 /C2_7r.6 FEDERAL. SUBJECT TO COMPLIANCE WITH ALL STATE AND COUNTY RULES AND REGULATIONS f-rR 7/0 -44 67 08 Iso y 37X3'o CL,4ss /6 PR 7/0 --4.070r it/(4 % X 76' - 74 - 6 , 411ss R 7/ - * 670/S01 37)(S0). 6 kW A G1SS?46 7 3' . • IIR- 7/o 4.076i/rot? s'ar -6a, s� CLi4ss 11R 7/0 4 0709/3 . 476 7.s• -474 .3 1c INS idle 7/0 -, D 7a' /$ O 9 7V s<3p z CZ A-a s / L ? - /0 POJ 70 / - #0811 i4io /4t aXL Vio` ola - o . a 70 6 1 0 i6 - o9 - . 6'3k3d /y 473 - 7S C44 7 s /M 1)Act egs«TA- vT MNaoos � Dook CA7 #' o8'G/ ll%ry 3o g 470- 70 CL,4ss 06 A/o 7 63 110 3 /4Xl1 °rZ (0 3 IOC©'/4 K 6 1 06 4r (1Va d /=,Cao2 09' fe g s s ; R 7/o ,37x 36% -- 76- - 7d- /7 : s /'C ,4-/1€ ' Riv C,eito /S/// Al Cc /D ST , y /4 e �P.es /JR 7/0 46708'/fof 53 X co/ -176 - 7S - 6 .4, 44 s 'tic �9 49 ®R9B0 94D ER.m9 Y0CR■Q ��S ///? - 7/0 . O� -4 p 70 /.5-01- ao 6 �o%a /4 w x L 4-.14/ /9 5-_ 3, 7, 8 , s , l o , (2 , 14-, I s-, 13, 1‘ " 18, zo, Z ( ®13 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE : ' 0) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Tloogy Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUDDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372-6339 www ww/h&laingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami- -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIH may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or r . the requirements of the applicable building code. This product is ; as described herein, and has - ;! to comply with the Florida Building Code, inc , n g the High Velocity Hunic ne Zone. DES' ' 1 ON: Series "HR -710" Aluminum Horizontal Roller Window — ROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum Horizontal Roller w, Impact", 1 through 11 of 11, dated 02/28/2008 with the latest revision "C" dated t /2007, prepared by PGT Inc., dated 08/10/2007, sj �;� .. :, _ . .' , bearing the Miami Dade County Pr evision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large A+Missile and SmaII Awe Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. R 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 guest of the Building Official. This NOA revises NOA No. 06 and consists of this page 1 and evidence pages U1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07.0815.09 Bap i on Date: December 21, 2011 A roval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F TL -5330, dated 07/18121147, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03 /08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. } TL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Cock Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12111/2010. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/2212003, expiring on 04/14/2008. F. STATEMENTS 1. Statement Letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted ander NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06.0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Idi Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/18° LAMI CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. /16' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0 ( 0 /16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. E. 7/18' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIICEEPSAFE7�16' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLE)f/l(EEPSAFE MAXIMUM PVB INTERLAYER. F. 7118' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI IG: (1) UTE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/18' OR 3/8' AIR SPACE AND 8/16° LAMI CONSISTING OF (2) LITES OF 11/1' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18° LAMI IG: (1) LITE OF 1/8 OR 3118° ANNEALED (MIN.) GLASS, 5118' OR 318° AIR SPACE AND 6/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 1.13/18' LAMI IG: (1) LITE OF 1/8' OR 3/18° ANNEALED (MIN.) GLASS, 5/16° OR 3/13° AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMF_EPSAFE MAXIMUM PVB INTERLAYER J. 13118' LAMI 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 114' AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16' LAMI 10: (1) LITE OF 1/8° OR 3116° ANNEALED (MIN.) GLASS, 3/18' OR 1/A" AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI 1G: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 114' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: Off, gil, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND MASS TA3LES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ® 7. REFERENCES: TEST REPORTS FTL -4858, FTL-0859 AND FTL -5330. ELCO TEXTRON NOA 04-0721.01, 03- 0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL ® 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C4 N1't �4�Nd i 4DUIIM NG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). •,;... ,. ::.. oma /roam 4/15107 C ADO FTL -5330 TO NOTES 78 OHO. NOTES TO CURRENT EDIT. caw aeYa= 18/17/DB 8 CHANGE TO AMU E 138802 A n°ds°eF ra J.J. tstir 5/13/15 2./28/06 3/23/08 ADD AI SPACE O M NOTE 1, TECH. REF. NOTE 78 NOTES. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 F.O. ?Ox 1828 NOKOMIS, FL 34274 VI°/b&p Batter GENERAL NOt " r ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SWI.IMAN a �.t naw®ra, Ha NTS 1 11 4127 -10 C NOA DRAWING MAP SHEET GENERAL NOTES.... 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS. 4 VERT. SECTIONS 6 HORIZ. SECTIONS 6 PARTS LIST.. 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as co.•nptym3 with dm Florida Eu9G:ngCods Actzputuo No O Expiration D 10 O. AMP 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1!8° ANNEALED OR HEAT STRENGTHENED GLASS 5118' NOM, 5/18" LAMINATED GLASS Ana . taw Ratan F.IC 4/16107 C rrnoer. FJC FK. oak I0M7/0B SH 8 Rastas A tram* a"a a+am°er• F.IC 1128/08 J.J. 1 ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB tNTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 8/1 6° OR 3/8° AIR SPACE 118° OR 3h6° ANNEALED (MIN.) GLASS 13/16 NOM. 13/96" LAMI IG GLASS W/ 5/18° LAMI NO CHANGETH18 SHEET NO CHANGE ?PO SHEET ADD AIR SPACEDIAt TO LAM IGDETAILS ama 9/23/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 94278 P.D. 99X 7820 N0140I49, FL 34274 PST Visibly Better ANNEALED OR HEAT STRENGTHENED GLASS A OR DUPONT PVB INTERLAYER ED OR HEAT STRENGTHENED GLASS TED 112° NOM. GLASS BITE 3718° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 3/18° OR 1/4° ASR SPACE 1I8° or 3118° ANNEALED (MIN.) GLASS 13/18° NOM. 13/18" LAMI IG GLASS WI 7/16" LAMI GLAZING DETAILS Taw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT adesand FH7110 San Full 1 � 2 a 11 I 4127 - -10 IC < I EXTERIOR INTERIOR E> (ALL SECTIONS) PRODUCT RH as aanpi/iag with YISED the Florida Bufld?ag Code A 4DNoO 0 BY :. �. talon am t_ IF / TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 3/8" 48" 50 518" 64" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 50.0 +60.0 -80.0 96" A,B,G,H +60.0 - 80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +56.8 -58.8 +56.2 56.2 108 3/8" A,B,G,H +60.0 .80.0 +60.0 -80.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60 .0 +80.0 - 60.0 +60.0 -80.0 +80.0 -80.0 +60.0 -80.0 +64.6 -54.6 +51.7 -51.7 111" A,B,G,H +80.0 -60.0 +60.0 -80.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +59.5 59,6 +53.6 53.5 +50.9 -50.9 UP TO 111" C,I +60.0 . 0 UP TO 111" DEF, J,K,L +76.0 76.0 2. XOX (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO TO 88 7/16" A,B C, 33,H,1 + -80.0 TO867/16' DEF, J,K,L +76,0 -76.0 TABLE 3. ac AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W1 SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 618" 54" 60" 63" 60" A,B,G,H +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 vr.3 ... "r /smarm Ui Out Florida "_ '..^3 C od o Code Noo7 -! ; : -...p A i ' : ' { '( , 66" A,B,G,H +75.0 -75.0 +75.0 76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -76.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75,0 -76.0 +69.6 -69.6 +65.2 -85.2 74" A,B,G,H +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 " UP TO 74" C,D E,F, I,J, K L , +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (X3X), F11.-4859 (OX& XO) AND F L -5330 A. 5/18" LAMI - (1/8" A, .090,1/8" A) B. 5/18" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/18" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/18" A, .090, 3/18" HS) F, 7/16" LAMI - (3/16" HS, .090, 3116" HS) G. 13/16" LAMI I0 -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI 10-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1 /8"HS) 1 13/16" LAMI 10-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) .1. 13/16" LAMI I0- -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "A) K. 13/16" LAMI 10-1/8" OR 3/16"A, 3/18" OR 1/4" SPACE, 7/18" LAMI - (3/16"A, .090, 3/16118) L. 13/18" LAMI 10-1/8" OR 3/16" "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18"HS, .090, 3/16"H$) Robert 7 Ra6wt L. Clark, P E. PE X12 Swotwal Fri Fri 4/1007 1011710 8/13108 MI ADD INTEGRAL FIN OPTION8 UPDATE ASTME 130042DP5 070TECz i a NOK tlM198, fl 3YDWVE 4276 PA. r i62B IV�tgML F L 30274 DESIGN PRESSURES REVISE DP TABLES 70ASTM E 130042 10a ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ADD AIR SPACE DIMENSION GLASS TYPES G 7HRU L Ybl b�(y Bettor HR710 _ 1 NTS I 3 d 11 I 55.555. 412 -7 I C 8 y FJG 27 318" MAX. DLO VENT 57 3/8" MAX DLO ALL FIXED LITES kesdltr 04 . F.K 4115/07 F.K. two fit Deft F.K. 228/16 111" MAX WID 33 Mr FIXED D ED DLO FD(ED {' 18° MAX. DLO FIXED - 1 t Fw1M9t DETAIL 8 - XOX (1/4-112 -1/ C 73" MAX WIC) . 74" MAX. WIDTH rte* 51 73!08 R ay `ma gis Wax rr. DET ILA - OX OR XO NO CHANGE SHEET 110° MAX WIDTH IF. FRAME 33 9/18° MAX DLO VENT 58" MAX DLO ALL VENTS 62" MAX I.F. FRAME ALL CONFIG. 1070 TE127e4OL00V DRIVE NOKOMIS. FL 94278 P.O. 8QX 1828 NOKOM19, FL 94274 8 8 83° MAX FLANGE FRAME ALL CONFIG. Visibly Better TUN 273/8' MAX. DLO VENT 27 3/8° MAX DLO FUCED 2 MEN h 85 7/18° MAX. WIDTH I.F. FRAME ----1 7/18" MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3 -1/3 -913) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ELEVATIONS SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT M2701 I NTSI 4 d 11 �� 4127 -10 I C D 8 wltk 11, , 1046 Fcra }.'ir Nn0 Ez mtton Date t 4&If e el L Clark, P.E. PE 4139112 Struatwel 0 EXTERIOR SECTION C-C ® A SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) INTERIOR EXTERIOR k— MAX. FIXED DLO --1 MAX. WIDTH (FLANGE FRAME)) SECTION B-S (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) ME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME)Q PRODUCT REVISED es ca plying wttb d10 Plmlda C4tla a,m No • „ 5mioa Dais aff F.1C tee: F.K. � m&,D7 1Wt7a8 armiGste C 1+ a 6/13'418 pat S/o6 a,weR: ate* J.J. ADD MGM!. FIN FRAME REVS 41, 42 APO 43 AND VIEWS. NO *MOE MIS SHEET NO CHANGE P118 SHEET 1a &EMS ,070 TECllNOLOCIY nave tomato, Ft 3278 P.O. BOX 1629 NQY(OA118. FL 54274 Hui vim Bator SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Waft* * 10171D 1D 176111 .11 1 4127 -10 C Robot L✓ed4 P.E. P8 339742 sauobrat DEM DWG0 1 4102 2 4025 3 4 4053 6 4136 7 4137 8 4131 10 71298 12 1626 13 4002 A 14 4134 15 1155 16 4110 17 4054 19 4066 21 4105 22 ' 1683 23 225-1 24 226 29 ( 4128 32 4006 1) 33 1235 35 1096 36 1016 37 4126 38 1683 39 7070 40 41 4139 42 4140 43 4141 SO 51 1224 52 1225 53 4039 B 54 4044 B 55 4222 A 56 985 C 59 4067 60 CRASS, 61 63 64 65 w,a7/m: mace FJC 4/15/07 F IL 10117/08 PK 8!13106 FA A FLANGBPRAME14 AD B 5/1 68 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SRL ADAPTOR ROLd FRTRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAMPAD FI ANCEFRAMEJAMB GASKET FOR MAIN FRAME SUL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR DESCRIPTION FDCED MEEDNORAIL WSTP,.187 X .230, FIN SEAL SASH TOP& BOTTOM RAIL WSTP,.250 X .270 BACK, FIN SEAL ROLLER IOUSING& GUIDE BRASS ROLLER WHEELS 1 2i2ONrALROLIPRSASH'I OP GUIDE SASHMEETWGRAIL WSTP,.170 X 270 BACK, FIN SEAL SWEEP LATCH #8X .625 PH. FL. SMS SASH SIDEBAR, WEEP ,.2S0X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 LIFT RAE. COVER CAP LF. PRAMEHEAD LP.FRAMESELL LF.FRAMEJAMB GAZING SILICONE, DOW 899, 995 OREQUTVALENT VINYL IIEADBULB (THICK) VINYL GAZING BEAD BULB (THIN) GLAZING BEAD- 5/16" a AZINO BEAD -5/16" W/G U L KIT C9AZINGBEAD- 7/16" GAZING BEAD -7 /16" W /GRILLKIT GAZING BEAD - 13116" 5/16" IAMI (1/8" A, .C90PVB,1/8" A) 5/16" LAMI (1/8" A, 090 PVB, 7/16" LAM1(3/16" A, .090PVB, 3/16" A) 7/16" IAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAM1 (3/16" HS,.090PVB, 3116" HS) C Ratans 6 A aftarder J.J. I4S) LAMI wr Hs, .090 PVE 1/8" 14S) ADS 47E4041, 42443 YO CHANGE MIS SHEET ADD SPACE 09.49434ONSITEMS68 ',HSU TT. bersesas I MAIL PGIW 6063 -T6 AL 612237 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -TS AL 612244 6063 -T5 AL 7834AA 6063-T6 AL 64136 6063 -T6AL 64137 6063 -T6 AL 64131 POLYPROP. 71298 7PAD1626 6063 -T6AL 612225 74134W/K 781PQA 6063 -TS AL 641100 6063HDT6AL 64054A 6406601 6063 -T5 AL 612240 616830 4211214D BRASS 7BRWHL2 POLYPROP. 44128N 6063HS -TEAL 64006 675160 DIE-CAST 71096 7858 6063 -T5 AL 64126 616830 67070K 74078"C" LORR 6063 -T6 AL 64139 6063 -T6 AL 64140 6063 -T6AL 64141 6TP247W,K 6TP248K 6063 T5AL 640398 6063 -T5 AL 644703 6063 -T5 AL 64222 6063 -T5 AL 6985 6063 -T5 AL 64067 10701E04t30LOGY DRIVE NORMS, FL 34278 P.O. BOX 1028 NOXOAM8, FL3 V4 66 67 68 69 70 71 72 73 74 75 76 77 SCREEN SPRING SCREEN SPLINE - .135 DIA. FOAM SCREEN SPLINE- .135 DIA. HARD ST.ST. t?1VI PVC EM PVC 90 91 92 93 94 95 96 DWG/ GLASS,,13 /16" LAMI 10118 "A, 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB,1/8"A) " 13/16" LAMI IG1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB,1/8"RS) 13/16" LAMI IG1/8"A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "HS, .090 PV13,1 /8 "HS) 13/16" LAMI IG3/16"A, 5/16" AIR SPAC K 5/16" LAMI(1 /8"A, .090 PVB,1 /8"A) 13/16" LAMI 1G3116"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, /8"HS) 13/16 " LAMI IG3 /16"A, AIRSPACE, 5 /16 "1AMI(1/8 "HS,.090PVB, /8"HS) 13/16" LAMI1Gr1/8 "A,1 /4" AIRSPACE, 7/ 16 " LAMI (3/16"A,.090PVB,3/16"A) 13/1 6" LAMI IG1/ 8" A, 1/ 4" AIR SPACE„ 7/ 16 " LAMI (3/16"A,.090PVB,3/16 "HS) 13/16" LAMI (01/8"A,1(4" AIR SPACE, 7/16" LAMI (3116 11S, .090 PVB, 3/16"HSS 13/16" LAMI 103/16"A, 3/16" AIRSPACE, 7/16" IAM1 (3/16 "A, .090 PVB, 3/16"A) " 13/ 16" LANE IG3/ 16" A„ 3/ 16" AIR SPACE, 7 /16" LAMI (3/16"A, IRO PVB,3/16"HS) " 13/16" LAMI 103/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16 "HS) SCREEN FRAMEDIOR & VER.) 3105 -H14 AL SCREEN CORNER.KEYW/RINc18 POLYPROP. 1014 1630 1631 1073 1624 1635 SCREEN IF. FRAME JAMB ® #4141, -T6 DESCRIPTION SCREEN CORNER KEY W /OUT RINGS POLYPROP. (DA FRAME HEAD ® #44139, 608348 .710 - ---"- 42 • #4 � M , 66LL 1 3.162 T PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Beater m.a tea" ilRS10 I NTS 16 d 11 1 4127 -10 I C R MAIL PGP# F.N. FJt F.K. O FLANGE FRAME HEAD #41020, -T8 12_ 11 f+- 1.451-` 0 SASH STOP #4025, 8083-T5 1.183 373 L -1.348-1 21 SASH TOP & BOTTOM RAIL #4133, 8083-T5 1.098- 4+ -^--I f O GLAZING BEAD. 5116" #40448, (USED W/ GRILL T KIT) .050 1/93/76 2478 Rshans A yak' J.J. 1 11/1 7 / 0 6 a NO C H A N C E 7HISSHEET NO CHANGE THIS SHEET -- 2.710 FLANGE FRAME SILL ��.. ._// #4138, 608348 0 HORIZ. ROLLER TRACK #4131, 8083-T6 1.1,87 r1.081{• -- 32 SASH MTG. RAIL #40080, GOWNS-76 [Len 1.096 h- ---i T 55 GLAZING BEAD 7116" #4222A,8083 -T5 Paw161F as Rely F 7 C NO CHANGE VMS 31(EET 1070 TECHNOLOGY DRIVE NO OMIS. FL 34278 P.0 BOX 1848 NOKOMIS. FL 34174 O FRAME SILL ADAPTER #4137, 6063 -78 17 FIXED MEETING RAIL #4064B,6083HD -T6 1291 -1 SASH SIDE RAIL #4128, 6083 -T5 1.449 .050 1.115 T V J GLAZING BEAD, 7/18" (USED W/ KT) IFI.737 Visibly Baer L 1.4oa --I EXTRUSIONS am .678 1.096 1.- -►I 0 53 GLAZING B 5116" #40385,8083 -T5 3 .883 1!" .050 GLAZING BEAD, 13/16" #4087, 6063-T5 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 6eaoptae Soak I 109710 I Soak 1 a 11 C Daaftelft 4127.10 .513 , 1 1 .738 ir h�1.443-+i I O SASH S COVER #40,8083 - 13 FLANGE FRAME JAMB #4002A, 876 1.097 PRODUCT REVISED as compliant with tab Florida Wading Codo Accordance No Expiration Data =37'7117-; /4 /1 1 :, ••••■• r x / 1 Robert L. Calk, P.E PE 038712 Structural ANCHOR QUANTITIES, SOX (1(4.1/2°1/4) WINDOWS TABLE 4 NOTES: - - HOR TYPES /4" ELCO TAPCON8 2 -1/4" ELCO SS4 CRETE -FLEX 3 - 512 STEEL SCREWS (05) ANCHOR TYPE, & SUBSTRATE GLASS TYPES A.B,C,G,IU GLASS TYPES O,E,F,J,K,L 2,3, W000 2, CONC 1, CONC 2,3, WOOD Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 812E HEAD & SILL HEAD & ELL H AD & SILL HEAD & SILL I HEAD & SILL S HEAD & SILL 2. GLASS TYPES: A. 5/16" LAMI - (18'.4,.0)90,1/8" A) B. 5/18" LAMI - (18 ° .4,.080,1(8" H8) LAMI HS,.80, HS) g §l § §§ ggsggd x _ i g 1 +02+1+02 +1 2 1 +C2+1+C2 +1 2 1 +02+1+02 +1 2 1 +(2+1 +02 +1 2 1 +02+1 +02+1 2 1 +03+1 +02+1 2 x,5116° - (1/1° fD. $ /1S" LAMI - {3118° A,.090, 3116" A) 1 +02+1+02 +1 3 1+C2 +1 +C2+1 3 1 +C2+1 +01 +1 3 1 +132 +1 +02 +1 3 1 +132 +1 +C 2 +1 3 1+133 +1+02+1 3 �. /16' LAM; - (3/18" A,.090, 3(16' HS) 1 +C2 +1 +132+1 3 1 +02+1 +0241 3 1 +02+1 +03+1 3 1+1 +1 +02 +1 3 1 +132 +1+02+1 3 1+02 +1 +132 +1 3 LAM; - (" ,. , 3H86' ° A A H ° G . 1 133 /91 8" LAM; 10 0 - 18° OR 0, 5/111 8° OR 318 SPACE, 5/16' LAMI - (1/8' .4,.090,118' A) 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 1+02+1+02+1 3 1+2 +1 +02+1 3 H.13/18' LAM* - 1/8" OR 3/18' A, 6/16" OR 38' SPACE, 5/16' LAMI • (18' A,.090, 1/8' HS) 1. 1 +132+1 +131+1 S 1 +0x+9 +Lx+t 3 1+C2+1+02+1 3 1 +132+1 +0x+1 3 1 +(� +9 +13x+1 3 1 +132 +1 +0x+9 13116° LAM; 10 -118° OR 3116' A, 8116" OR 318° SPACE, 6116' LAMI - (118" HS,.�,18" H8) 3 J. 13/18 LAM 10 -1/8° OR 3116" A, 3/16" OR 1/4' SPACE, 7/16' LAM; - (3/16 A,.090, 318' A) 1+02+1 +02+1 3 1 +02+1 +133 +1 3 1 +02 +1+02+1 3 1+02+1+02+1 3 1+02 +1 +132 +1 3 1 +03+1+03+1 3 K 13/16° LANG IG -18" OR 3/18° A, 3/16' OR 1/4° SPACE, 7/18' LAMI - (3116" A4090, 3118° HS) L E§§§§§ Q x i 1 +02+1 +02+1 2 1 +02+1 +0x41 2 1 +02 +1 +C2+1 2 1402+1+132+1 2 1+02+1 +132 +1 2 1 +02 +2+(2+1 13!18° LAMI TO -18° OR 3118° A 3118° OR 114° SPACE 7198" LAMI - (3198° HS,.090, 3/16' h18) 2 1+02+1 +132 +1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1 +03+1+02+1 3 1+02 +1+02+1 3 1+C2+2+C3 +1 3 3. WINDOW ANCHOR QUANTmES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1+3+1 3 1+02+1+02+1 3 1+02 +1+:2+1 3 1 +0;2+1+02+1 3 1+02+1 +02 +1 3 1+02 +2+0;2+1 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 1 +01+1+01 +1 3 1 +02+1+02 +1 3 1 +02+1+02+1 3 1+02+1.102+1 3 1+02+1+02+1 3 1 +132 +2+02+1 3 HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +(3+1+02+1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1 +03+2+03+1 25 3/4' 3 MAX. MAX. FROM CORNERS. JAMBS: 9' MA FROM CORNERS AND 22112' MAX. O.C. 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +03+1 3 1+02+1+00+1 3 1 +C3+2+C9 +1 3 TABLE KEY: 74.000x 38.378 48.000 60.625 64.000 80.000 63000 1+02+2+03+1 2 1+02+1+02 +1 2 1 +02+2+2+1 2 1 +02 +2+12 +1 2 1+02 +2+02+1 2 1+02 +2+02+1 2 4 Q g 1-* 1 +0+2+02 +1 3 1+42+1 +02+1 3 1 +0 2 +2+02+1 3 1 +03+2+02 +1 3 1 +02+2+02+1 3 1+02+2+02+1 3 11+C3+4+C3 +1 3 ANCHOR QUANTITY PER JAMB t HEAD AND Sill ANCHOR QUANTITY. 1+(2+2+02 +1 3 1+02+1+02 +9 3 1 +132 +2+02+1 9 1+01+2 +02+1 3 9 +02+2+01 +1 3 1+02+2+C2+1 3 1+03+2+(2+1 3 1 +02+1 +02 +1 3 1+02+2+02+1 3 1+02 +2+02+1 3 1 +02+2+0+1 3 1+03+2+03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1+02+2+02 +1 3 1+02+1+02+1 3 1402+2+01+1 3 1+0x+2 +(x+1 3 1 +02+2+02+1 3 1+03+2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1+02+2+C2 +1 3 1+13 2 +1+03 +1 3 1+03+2+03+1 3 1 +03+2+0x+1 3 1+01+2+02+1 3 1+03+2 +03 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HERO AND SILL. 84.000x 38.375 ' 48.000 80,825 64,000 60.130 63.000 1 +132+2+02 +1 2 1 +02+2+02+1 2 1+C2+2+C2 +1 2 1+02+2+02+1 2 1+02 +2+02+1 2 1 +02+3+02+1 2 1 +02+2+02+1 3 1+02+2 +02+1 3 1 +02+2+01 +1 3 1 +02+2+(3 +1 3 1 +(3+2+02 +1 3 1+C3 +3+03+1 3 (3° MN. O.C. ANCHOR SPACING) 1 +02+2 +02+1 3 1 +02+2+02+1 3 1+03 +2+02 +1 3 1 +03+2 +02+1 3 1+02 +2+02+1 3 1 +03+3+03+1 3 ° 1 +02 +2 +02+1 1 +02+2+02+1 3 1+02+2+02+1 3 1+02+2 +02 +1 3 1 +02+2+02+1 3 1+03+2+03+1 3 1 +02 +2+02+1 3 1+03+2+03+1 3 1 +0242+02 +1 3 1+02+2+02 +1 3 1 +04 +3+04+1 3 1+04 +3+04+1 3 3 26 ma' --s-11-4-3° MIN. p t.F.VISEO as GC`"p, %', with as; Inwida Ems!•.. :.(,1e A=,:saaceNo - , •0 Date gap "°° ,e , 1 / -- C 014 � - +1 * 1 1 f i Iuu O I X 1+0x+2+02+1 3 1+432+2+C2+1 3 1+C3+2+C341 3 1 +03+2+0,+1 3 1+02 +2+02 +1 3 1 +04+3+04+1 3 8' REF. 103376 x 38.378 48.000 60.025 64.000 60.000 83.000 1 +02 +2+02+1 2 1+02 +2+02+1 2 1 +02+3+02 +1 2 1 +02+3+02+1 2 1+02+3+0.( 2 1 +02+4+02 +1 2 7 1 +02 +3+02+1 3 1 +02+2+02+1 3 1+03 +3+03+1 3 1 +03 +3+03+1 3 1 +02+3+02 +1 3 1 +03 +4+03 +1 3 MTG. RAIL, TYP.— 1+02 +3+(2+1 3 1+(2+2+{2+1 3 1+03+3+03+1 3 1 +03+3+03+1 3 1+03+3+03+1 3 1+03 +4+03+1 3 EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 1 +03+3 +03+1 3 1 +02+2+02+1 3 1+03+3+03+1 3 1403+3 +03+1 3 1+03+3+03 +1 3 1+0444+04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+03+1 3 1+02+2+02+1 3 1+04+3+0.4+1 3 1 +04+3 +04+1 4 1 +03+3+03+1 3 1+04+4404+1 3 1+03+3+03+1 3 1+0x+2+02+1 3 1+04+3+04 +1 3 1 +00+3 +04+1 4 1+04 +3+04+1 3 1+06+4+08+1 3 I 26 314' MAX + 911.000238.376 48.000 60.6 64.000 80.000 83000 1 +02 +3+02+1 2 1 +02+2 +02+1 2 1 +132 +3+02+1 2 1 +(2+3+(2 +1 3 1+(2 +3+0x+1 2 1+02+4+01 +1 2 1 1 12" rm. 1+3' MIN. 1 +02+3+02+1 3 1+01+2+02+1 3 1+03+3 +03+1 3 1 +03+3+03+1 3 1+02 +3+02+1 3 1 +03 +4+02+1 3 9 " REF. ^ 1 -1- a /Z ,/� /C f r . /t "7 Robed L. Oa*, RE. PE 938712 Structural 1+02+3+02 +1 3 1 +132 +2 +02+1 3 1 +03+3+03+1 3 1+03 +3+03+1 3 1 +03+3+03+1 3 1 +03+4+03+1 3 1+03+3+03 +1 3 1 +02+2 +02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+03 +3+03+1 3 1 +04+4+04+1 3 1 +03+3+03+1 3 1 +132 +2+02 +1 3 1 +04 +3+04+1 1 +04+3+04+1 4 1+03+3+03+1 3 1+04+4+04 +1 3 MTG.RAIL,TYP. 1+03+3+03+1 3 1+02 +2 +2+1 +04+3+04 +1 TOANCNORCAP.AW 33)+04+3+04+1 4 1+04+3+04+1 1o7o 1Ef741010GV0RNE 3 1 +C5+4+C8+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS F.K xx FK. wooer F.K 8/07 _rain C Pipit= UPDATEMIKE4,SELECTV ANCHORAGE SPACING, XOXj1/4-1f2 -1/4) , 10/17/08 'Otis 5/19 3 A REIASEANCHORAGE FORMAT, ,HEAD &SILL CLU STERS /OD SPACEOIM CEASE SE TYPES 0 TMRU L. NO K�MS, FL 34275 PA. �t 1820 Hoxasts FL 31274 Visibly Bette. saz ALUM. HORIZONTAL ROLLER WINDOW IMPACT HEM f 8 d 11 J 4127 -10 I C w ex RK Pats 2/18/05 tmoawe®/ JJ. Om 3 I ANCHOR QUANTITIES, XOX (113.14-113) WINDOWS TABLE 8 NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2.114° ELCO 894 CRETE -FLEX 3 - 0H2 STEEL SCREWS (35) ANCHOR TYPfl> &SUBSTRATE GLASS TYPES A,B,G,H GLASS 'TYPES C,D,E,F,I,J.K, L 2 3, W 000 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v b HEAD & SILL HEAD & SILL -, HEAD & S61 HEAD & SILL -. HEAD & SILL HEAD & SILL 2. GLASS TYPES: / A. 5/16° LAMI - (118' A,.090,118° A) B. 5118' LAMI - (1/8° A,.090,1Kt° HS) 1+02 +1 +02+1 2 1+(2+1 +C2+1 2 1 +C2+1 +C2+1 2 1+C2+1 +C2+1 2 1+02 +1 +02 +1 2 1 +02+1+02 +1 2 C. 5118' LAMI - (1/8' HS,.090,1/8° HS) E. 7/16" A..050. 1 +02 +1 +0.2+1 3 1 +G2 +1 +02+1 3 1+02 +1+02+1 3 1+02+1 +C2 +1 3 1 +02+1+02 +1 3 1+02+1 +132 +1 LAMI - (3/16' 3/ H) 3 E. 7/16" LAMI - (3118' A,.0O90, 3/18` HS) 1+02 +1 +02+1 3 1+02 +1+C2+1 3 1 +132 +1+02+1 3 1+02 +1 +02 +1 3 1 +G2+1+02 +1 3 1+02 +1 +02+1 3 F. 7/16' LAMI - (3/16" HS,.09O, 3116° HS) 1+C2 +1+02+1 3 1+02+1+02 +1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 0. 13/16' LAMI 10 -118° OR 3/18' A, 5/16° OR 318' SPACE, 6/16' LAMI - (1/8° A,.090.1/8° A) 1 +132 +1+02+1 3 1 +02+1 +132 +1 3 1 +02+1 +02+1 3 1+02+1+02 +1 3 1+01 +1+02+1 3 1+02+1+02+1 3 H. 13/16' LAM1143 - 1/8° OR 3118° A, 5/18 OR 3/8" SPACE, 5/16" LAMI - (1/8' A,.090, 1/8" HS) I. 13/16' LAMI 10 -1/8° OR 3/16° A, 5/16" OR 3/8° SPACE, 5/16" LAMI 1/8" HS) 1 +02+1 +02+1 3 1+02 +1+02+1 3 1+02 +1 +02+1 3 1+02+1 +132 +1 3 1+1:2 +1 +02+1 3 1 +03+1 +03+1 - (1/8"148,.060, 3 J. 13116' LAMI 10 -1/8 OR 3118' A, 3 /16" OR 1/4 SPACE, 7/16° LAMI - (3/16" A,.080, 3/16" A) 63.125x 38.378 48.000 60.826 64.000 60.000 63.000 1 +02+1+02 +1 2 1 +02 +1+02 +1 2 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 1+C2+1 +C2+1 2 1 +02 +1+02 +1 2 K. 13116' LAMI 10 - 1/8° OR 3/16' A, 3/18° OR 1/4' SPACE, 7/18" LAMI - (3/18° A,.090, 3/16° HS) 1+02+1+02+1 3 1 +132 +1 +02+1 3 1 +02 +1 +02+1 3 1+C2+1+02 +1 3 1 +c2+1 +c2 +1 3 1+0:2 +1 +02 +1 3 L 13/16" LAMI 10 - 1/8° OR 3/16° A, 3/16' OR 1/4' SPACE, 7/16' LAMI - (3/16• HS,.060, 3/18' HS) 1+02+1+02 +1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1 +132 +1 +132 +1 3 3 WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1 +132 +1 3 1 +132 +1+02 +1 3 1 +02+1 +02+1 3 1+02+1+02 +1 3 1 +02 +1 +132 +1 3 1+02+1+02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1+02 +1 3 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1+02 +1402 +1 3 1+02 +1 +02 +1 3 1+030+05 +1 3 1+02 +1+02+1 3 1 +02 +1 +02+1 3 1+02+1 +02+1 3 1+02+1 +02+1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 26 MAX CM CORNERS 60.000x 38.378 48.000 80.626 64.000 60.000 83.0010 1+02+1+02+1 2 1 +02+1 +02+1 2 1+0,2 +1 +02+1 2 1 +02+1 +02+1 2 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 M 4° . M JAMBS: 9' MAXFROM MAX. O.C. 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1+02+1 3 1+02+1+C2 +1 3 1+02+1+02 +1 3 1 +02+1 +02 +1 3 TABLE KEY: 1+02 +1 +02+1 1+02+1 +132 +1 3 1 +02+1+02 +1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02 +1+02+1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 1+02+1 +02+1 3 1+02 +1 +02+1 3 1 +09+1+03+1 3 X Q X 3 11+03 + ! 3 h+-- ANCHOR QUANTITY PER JAMB 1 +02 +1+02+1 3 1+132+1+02+1 3 1 +02+1+02+1 3 1 +02+1+02+1 3 1+02+1 +02 +1 3 1 +03+1 +03+1 3 T HEAD AND 1+/2+1+02+1 3 1//x+1+01 +1 3 1+02+1+02 +1 3 1 +03+1 +03+1 3 1+02 +1 +02+1 3 1+03+1 +03+1 SILL ANCHOR QUANTITIES 3 11 1+02+1+02+1 2 1 +02+1 +02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1 +02+1+02+1 2 1 +02 +1+02 +1 A CLUSTER OF (3) ANCHORS CENTERED 2 ON EACH MEETING RAIL PLUS (1) 1+02+1 +02+1 3 1+02+1+02 +1 3 1 +02+1+02+1 3 1+02+1+02+1 3 1 +02+I +02+1 3 1+02+1 +02+1 3 ANCHOR AT EACH OPERABLE VENT 1 *132 +1+02 +1 3 1+02 +1 +132 +1 3 1 +02+1 +02+1 3 1+02 +1+02+1 3 1 +02+1 +C2+1 3 1+03+1 +02+1 3 PLUS (1) ANCHORS AT FOXED SECTION. 1+02+1+02 +1 3 1 +(2+1 +02+1 3 1+02 +1 +02+1 3 1+02 +1 +02+1 3 1+02+1 +02+1 3 1 +03+1 +03+1 3 (8) ANCHORS TOTAL AT HEAD AND SILL. 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02+1+0241 3 1+03+1 +03+1 3 1 +02+1+02+1 3 14-C3+1+013+1 3 (3" MIN. O.C. ANCHOR SPACING) 1+02+1+02+1 S 1 +02+1+02+1 3 1 +03+1 +02+1 3 1 +03+1+02+1 3 1 +02 +1+02 +1 3 1 +03+1+03+1 3 1+C2+1+0244 2 1+02+1+02+1 2 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 1+02 +1+2+1 2 1 +02+1 +02+1 2 ' 25 314' MAX. .-. J)+- MOd, 1+02 +1 +02 +1 3 1+02+1 +02+1 3 1+002 +1 +02 +1 +1 3 1 +02+1 +02 +1 3 1 +02+1+02+1 3 1 +03+1 +03.1 3 � PlttiDtlCi� e3 earnoiying xdus the Florida Ruildiia Coco Acceptance No = - • : 5.0 9 Ex.� �., Dato , !_�/iEo0j [i , 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +132 +1 +02+1 3 1 +132 +1 +02+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 - 0 I X t t *pi O t X 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1 +02+1 3 1+02 +1+01 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 8• REF. 1 +02 +1+02 +1 3 1+02 +1+02 +1 3 1 +03+1+03 +1 3 1+03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1+03 +1 3 1 +02+1+02 +1 3 1+02+1+02 +1 3 1 +03+1+03+1 3 1 +03+1 +03+1 3 1 +02+1+02+1 3 1 +03+1 +02+1 9 MTG. RAIL, TYP.— W/ QTY. KEY MAX. OF (3) ANCHORS ABOVE) 1+02+1+02+1 2 1 +(2+1 +02+1 2 1+02 +1 +02+1 2 1+02 +1 +02+1 3 1 +02 +1 +02+1 2 1+02 +1 +02 +1 2 EXAMPLE CLUSTER 1 +02+1 +02+1 3 1+132+1 +02+1 31+02+1+01+1 3 1+02 +1+02+1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1 +02+1+02+1 3 1+02+1+02 +1 3 1 +132 +1 +02 +1 9 1+02 +1 +02+1 3 1+03 +1 +03+1 3 (SHOWN IN TABLE 1+02 +1+02+1 3 1+02 +1+02+1 3 1 +03 +1 +02+1 3 1 +03+1 +03 +1 3 1+02 +1+02 +1 3 1 +02+1 +03+1 1 +02+1 +02+1 3 1 +02+1+02+1 3 1 +03+1+03+1 3 1 +03+1+03 +1 4 1+03+1 +02+1 3 1 +02 +1+03+1 3 253/4° 1+03 +1 +03+1 3 1 +C2+1+C2 +1 3 1 +03+1 +02+1 3 1 +03+1 +03.1 4 1+03+1 +03+1 3 1+04 +1 +04+1 4 �- " " - 1 112° X3° R+dayvasaMK 1+02+1 +02+1 1 +02 +1+02+1 2 1 +02 +1+C2+1 3 1 +02+1+02 +1 2 1 +02+1+02+1 3 1 +02+1 +02+1 2 1 +02+1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +132 +1 +02 +1 2 1+02+1 +C2+1 3 1 +03+1 +02+1 2 1 tilt 1,10 Robert L. Clark, P.E. P6839712 &rucked 3 9'IEF, X 4 O 41 1 X r . 1 +02 +1 +02+1 3 1+02+1+02+1 3 1 +02+1+02 +1 9 1+02+1+(2 +1 3 1 +02+1 +0x+1 3 1 +03 +1 +133 +1 3 1+02 +1 +02 +1 3 1+02 +1 +02 +1 3 1+03+1+03+1 3 1 +03+1 +03+1 3 1+02+1 +02+1 3 1 +03+1 +03 +1 3 1+02 +1 +02 +1 3 1 +02+1+02 +1 3 1+02+1+03+1 3 1+03+1 +03+1 4 1 +03+1 +03+1 3 1+04+1+04 +1 4 MTO. RAIL, TYP.— 1 +02+1 +03+1 3 1 +02 +1 +02 +1 ECTVAtt/ESRUETOANCFIORCAP.AIAI. 9 1+02+1+03+1 3 1+03+1 +03+1 4 1 +03+1 +03+1 3 1 +04 +1 +04+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS P.K. Rowel Br Date: sau� IJFI2A7ET98LE8, Inalpaa ANCHORAGE SPACING, XOX(1/3- 113 -1/3) ''''' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT * F.K. *0/17/00 REVISE ANCHORAGE FORMAT , HF.A04 SILL CLUSTERS 0707702141401.0777 DRIVE NOKONIB,FL34273 P.0 1629 NOKONIS, 0.34274 E Visibly Better e, F.K. F.K. 6s13A� � ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L ^ �OF I s MOW I NTB gee I 9 s 11 Ou°4" ` 4127 - 10 ax I C ANCHOR OUANTmEB, XO & OX WINDOWS TABLE B ANCHOR TYPE) & SUBSTRATE WINDOW SIZE 37,000 x 38.375 48.000 50.825 54.000 60.000 63.000 48.000 x 38.375 48.000 60.625 84.000 80.000 83.000 83.125 x 38.375 48.000 50.825 54.000 80.000 63.000 60.000 x 38.375 48.000 50.825 84.000 60.000 63.000 88.00 x 38.375 48.000 50.825 84.000 80.E 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 83.000 maw oF FIG OWer K 2128100 GLASS TYPES A,B,G,H 2,3, WOOD ZONES 1 1+C2 +1 O � o 1 +C2 +1 1 +C2 +1 1+02 +1 1 +C2 +1 1 +02+1 1 +02+1 1 +02 +1 1 +02 +1 1 +C2 +1 1+02 +1 1 +03+1 1+03+1 1+Cx +1 1+32 +1 1 +C2 +1 1 +03+1 1 +03+1 1 +33+1 1 +02 +1 1 +02 +1 1 +03+1 1 +33+1 1+33+1 1 +33+1 2 +02 +2 2 +02 +2 2+03+2 2 +03+2 2 +03+2 1 +33+1 2 +C2 +2 2 +03 +2 2 +X3+2 2 +03 +2 2+03 +2 2+03+2 2 3 3 3 3 3 2 3 3 3 3 2 3 3 4 3 3 3 4 4 4 3 4 4 4 4 3 4 4 4 J.J. 3 2, CONC ZONES 1 +C2 +1 1+02+1 1 +32+1 1 +C2 +1 1 +02 +1 1+02+1 1+02 +1 1 +C2 +1 1 +3x+1 1+02 +1 1 +C2 +1 1+32 +1 1 +02 +1 1 +Xx +1 1+32 +1 1 +C2 +1 1 +03+1 1 +C2 +1 1 +02+1 1 +Cx +1 1 +32 +1 1 +03+1 1 +33+1 1 +3x+1 1 +02 +1 1 +C2 +1 1+32 +1 1+03+1 1+33+1 2 +32 +2 2+02+2 2 +02 +2 2 +C3 +2 1 +03+1 1+33 +1 2 3 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 1, CONC ZONES 1+0 +1 1+02 +1 1+32 +1 1 +03+1 1 +33+1 1 +C2 +1 1 +02 +1 1+33+1 1 +03+1 1+03+1 1 +33+1 1 +03+1 1 +33+1 1 +03+1 1 +04 +1 2+C2+2 2 +03+2 2 +33+2 2+33+2 2+34 +2 2 +34+2 2+Cx +2 2 +03 +2 2+04 +2 2 +04 +2 2+C2+2 2 +33+2 2 +03 +2 2+04+2 2 +04+2 2 +04 +2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 3 3 3 4 4 4 3 4 4 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD ZONES 1 +C2 +1 1+C2 +1 1 +C2 +1 1+32 +1 1 +C2 +1 1+32 +1 1 +(x +1 1+02 +1 1+C2 1 +33+1 1 +03+1 1 +02 +1 1 +33+1 1 +C2 +1 1+02 +1 1+02+1 1 +33+1 1 +C3+1 1 +33+1 1 +02 +1 1 +C2 +1 1 +C3 +1 1 +33+1 1 +03 +1 1+03+1 2 +C2 +2 2+32 +2 2+03+2 2+03+2 2 +03 +2 2+03+2 2+03+2 2+03+2 2 +02 +2 2+33 +2 2 +33+2 2 +103+2 2+03+2 2 +04 +2 ADD SPACED/MENSIONS TO GLASS TYPES O THRU L 2 3 3 3 3 3 2 3 3 3 3 2 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 3 4 4 4 5 5 rend gr Orr Rekbrac FIG 4116107 C MELTABLE FTOQ &SELECT VALUES DUE TOANCHCR CAP. AIM rmmaY agar 'Rangy FA 10117/06 8 REV/SEANCHORAOE FORMAT, mew ® SILL CLUSTERS sr 9eK arabri Or Orr ardons 4/13108 A 2, CONC ZONES 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +C2+1 1 +02 +1 1 +C2 +1 1+C2 +1 1 +C2 +1 1 +02+1 1 +C2 +1 1 +C2 +1. 1+32+1 1+32+1 1 +C2 + 1 +C2 +1 1 +33+1 1+3x+1 1 +C2 +1 1 +C2 +1 1+02 +1 1 +C3 +1 1 +33+1 1 +C2 +1 1 +C2 +1 1+C2 +1 1 +C2 +1 1 +33+1 1 +33+1 2 +02 +2 2 +C2 +2 2 +C2 +2 2+33+2 2 +03+2 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 '2 3 3 3 3 4 1, CONC ZONES 1+02+1 1+32 +1 1 +02 +1 1+03+1 1 +03+1 1+02+1 1 +02 +1 1+03+1 1 +03+1 1+33+1 1 +03 +1 1 +C2 +1 1+03+1 1 +33+1 1 +03+1 1 +03+1 1 +C4 +1 2+32 +2 2 +33+2 2 +33+2 2 +03+2 2+04+2 2 +04 +2 2 +C2 +2 2403+2 2+04+2 2 +33+2 4 2 +C4 +2 2+04+ 2+1042 1070 TECHNOLOGY DRIVE NOKOMI$, FL 34270 P.C. 80% 1020 NOKOMIS, FL 74274 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 4 4 2+33 +2 2+33+2 3 3 4 4 2+C4 +2 4 , 3 2+33+2 4 4 2+03+2 Visibly Beier NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 - 114" ELCO 834 CRETE -FLEX 3 - 412 STEEL SCREWS (35) 2. GLASS TYPES: A. 5118" LAMI - (1/8"A,.090,1/8" A) B. 5118 LAMI - (1/8" A,.090,1/8" HS) C. 5/18° LAM)- (118' HS,.090, 1/8" 113) /6 9d 118" LA 18° LAMI - (3/16 A..090, 3/18° A) MI - (3118 A,.000, 3/18 115) F. 7118 LAM) - (3116' HS,.090, 3/18 3.13/18' LAMI IG -1/8° OR 3118" A, 5118 OR 3/8" SPACE, 5118 LAMI H.13/18' LAMI 13 -1/8' OR 3/16" A, 5/18 OR 3/8" SPAN, 5/18" LAMI 1. 13/18° LAND 10 -1/8' OR 3118 A, Me" OR 3/B' SPACE, 5/18" LAMI - J.13/18' L AMI 13 - 1/8' OR 3/18" A, 3118° OR 1/4' SPACE, 7/18 LAMI - K. 13/16" LAMI 1G -1/8' OR 3/18° A, 3/16' OR 1/4' SPACE, 7/18 LAMI - L 13/16° LAMI 10 -1/8' OR we A, 3/18" OR 1/4" SPACE, 7/16' LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: Q �( 2+33+2 13 1-•---ANCHOR QUANTITY PER JAMB i HEAD AND SILL ANCHOR QUANTITIES A CLU8TEROF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. 0,0. ANCHOR SPACING) 83/4 "MAX. -►� I+--3" MIN. 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 8 314' MAX. 1 1P2° TYP. I -.--3° MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, OX AND XO WINDOWS tray ALUM. HORIZONTAL ROLLER WINDOW, IMPACT astmtam. a Shoe H13710 ` ,, NTS 10 0 11 4127 -10 -(1/8 "A,.090,1/8'A) - (1/8" A,.090,1/8" HS) (1/8' HS..090,1/8" HS) (3/16"A,.090, 3/18 A) (3/18 A,.090, 3118° HS) - (3/18 HS,.090, 3/1• HS) PR01)1JCT as ocropt:: J,7 whit the PMHda B 41&70 CO:s Expbaioa Dam ie/ f/a, Robert L Clark, P.E. PE 430712 A ®� MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 CONCRETE WOOD ANCHOR ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 5083 -T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE © RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER M * 114" MAX. SHIM —�-{ }� --�-�- (1 5 KSI CMU) DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT�EDm0N. I I I PER NOTE OR 7 ' (3.4 KSI CONCRETE) 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E 1 3M 1 3W MIN. E.D. TYP. •; : NOTE 11%, MAX AX SHIM 2x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A WOOD ANCHOR, NOTE 2 ' 1314° MINA MIN, 3.4 TE E.D. 1 P. 2x WOOD .• $ ' CONCRETE DETAIL C BUCK, DETAIL D ® - — - ® NOTE 3 DETAIL TYPICAL FLANGE FRAME SILL SECTIONS Y. 1 may" E EXTERIOR INTERIOR MIN. E.D (H & SILL DETAILS A, B, C. D, & H) 114" MAX SHIM NOTES: ® 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1t4" ELCO 1318° TAPCONS EMBEDED 1318° MIN. OR 1t4° 8S4 CRETE-FLEX EMSEDED 1 314' MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 314 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 1 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR SEE MIN. NAIUNG 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114° SS4 CRETE -FLEX WITH Q #12 TRIMFTT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1 t2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. DETAIL H (HEAD NAILING .131 DIA. MIN. x 2112' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL)e DETAIL I (JAMB Q TYPICAL INTEGRAL. FIN FRAME SECTIONS ec s .:a Afo714s ACZ.riattl-1 NO CI ton Man ay F.K !We"by wader F.K. F.K FJG mar 4/14/07 away C Oar 10/17/08 S'13/00 Dade CHgB TO i EINAN IV REVISE EDGE DST , EMBEDMENT & SOT. REFERENCES ADD NOTE S. fboislear 8 R1 A aam,dar J.J. 323/06 I 1070 TECHNOLOGY DRNE NOXOMIS, FL 34176 P.O. BOX 1828 NCx0M1Ei, PL 34274 �Gt Visibly Batter ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT VieftRodet 101710 I Half 11 d 11 1 4127 --10 liter C R obert L. park, P.E. PE 0.39712 Slructurei BUILDING CODE COMPLIAN E OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use o The documentation submitted has been reviewed by Miami -Dade County Product Contr by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and oth the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dad Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C have this product or material tested for quality assurance purposes. If this product or the accepted manner, the manufacturer will incur the expense of such testing and t revoke, modify, or suspend the use of' such product or material within their jurisdiction to revoke this acceptance, if it is determined by Miami -Dade County Product Control D material fails to meet the requirements of the applicable building code. • This product is approved as described here' and has been designed to comply with the including High Velocity Hurrican one of the Flori DESCRIPTION: Series "PW 01" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: 'hawing No. 4259 -4, titled "Aluminum Picture Window 12 of 12, prepared by manufactu r, dated 7/14/03 and last revised revision "B" on date sealed by Robert L. Clark, P.E., be ' . . the Miami -Dade County Product Control Rene of Acceptance number and expiration date Miami -Dade County Product Control MISSILE IMPACT RATING: Large Missile Impact e Limitation: 1. Max DLO = Width - 3.75" and /or= Height- 3.75 ". The Annealed glass to be on ex 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dis corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1 following statement: "Miami -Dade County Product Control Approved ", unless otherwis RENEWAL of this NOA shall be considered after a renewal application has been file change in the applicable building code negatively affecting the performance of this pro TERMINATION of this NOA will occur after the expiration date or if there has been materials, use, and/or manufacture of the product or process. Misuse of this NOA as an product, for sales, advertising or any other purposes shall automatically terminate this 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 Count the expiration date may be displayed in advertising literature. If any portion of the NO be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufa and shall be available for inspection at the job site at the request of the Building Officia This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NIA No 08- 1112.10 te: February 19, 2014 te: January 08, 2009 Page 1 MI ' METRO 140 WEST FLAG (305) 3 www Expira Approva ADE COUNTY, FLORIDA 5 FLAGLER BUILDING STREET, SUITE 1603 I, FLORIDA 33130 -1563 901 FAX (305) 375 -2908 idade.eov/bulldinacode nstruction materials. ivision and accepted where allowed by ounty Product Control ty) reserve the right to erial fails to perform in AH1 may immediately ORA reserves the right sion that this product or orida Building Code, pact ", sheets 1 through 4/07, signed and stamp with the Notice vision. or side of laminate. of to exceed 3 ". Max. spacing is 5 ". o, city, state and noted herein. d there has been no t. evision or change in the dorsement of any A. Failure to comply Florida, and followed by is displayed, then it shall urer or its distributors ell as approval PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI 1"1 D A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", prepared by manufacturer, dated 7/14/03 and last revised revision ` signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 - 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loadin 4) Small Missile Impact Test per FBC, TA 5) Cyclic Wind Pressure Loading per FBC, along with marked -up drawings and installation diagram of alum. Fix shapes, prepared by Fenestration Testing Laboratory, Inc., Test Repo 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04 signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for th colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours PVB ", expiring on 12/1112010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previo financial interest ", dated 11 -06 -08 signed and sealed by Robe 2. Statement letter of Lab compliance, as a part of above refer F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 20 E -1 Expiration Approve s l through 12 of 12, on dated 4/4/07, er FBC TAS 202 -94 01 -94 S 203 -94 windows of various o. FTL -3835, dated ed by Joseph Chan, `Saflex IIIG Clear or r "DuPont Butacite ® approval and "No L. Clark, P. E. ed test reports . Lu,4.s Ishaq I. Chanda, P. E. act Control Examiner NOA No 08- 1112.10 ate: February 19, 2014 ate: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1 - = t NG OPTIONS: . a16° LAMINATED GLASS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/18" LAMINATED GLASS WHICH IS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/18" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 8, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FR.-3835 & FR.-3850 AA ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF &PA NOS -2001 FOR WOOD CONSTRUCTION ADM- 200LUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). a Wog 12115(03 dew U14/O3 Ardskor i 8 aeK,ns A Caem4er pIC�LNO7E2Tb�E1... +. ANDPE4$EANcHOPJaE N!)7Ea AOD TONOTEEANOAO NOTE• 7. REOVCEANCNOR SPACING F.K. a.eeeex FX FK 1070 TECHNOLOGY DRIVE 7101(0899, F1 34275 P.O. SQX 1828 NOKOMIS. 01.34374 _NOOK & TABLE OF CONTENTS _FIGT ALUMINUM PICTURE WINDOW, IMPACT Visibly Better 8Y41 B '6"e ueae,o as P8 NTS 1 a 12 4259 -4 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL. NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS UST 9 ANCHORAGE. 10 -12 PRODUCT RENEWED 8e mimillens auh the Reeds gaidlag Cade Expbstlas No 2/ Must Rabe L Clark P.E PE 038712 sauGmal 3116" ANNEALED OR HEAT STRENGTHENED GLASS Oahe Real By Ogee F.K. 4 Rave Br Ome FK 11/19.03 FK X 7/14/03 OUTSIDE a A Created NOCHANOE MS SHEET NO CHANGE THIS SHEET Ole: .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 11/16° NOM GLASS BITE 1070 TECHNOLOGY DRIVE NOR MIS. R.34278 34278 P.O. BOX 1919 NOKOMIS, 8.34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 1 1/16" LAMI I.G. GLAZIN FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) 11: V4 i* Better SaiaiWt evb Stowe 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS Leaateas GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT ss PW •701 FULL 2 a 12 4259 -4 11/16" NOM GLASS BITE PRODUCT RENEWED as eomptyleE with the Merida Expinulost oue y /rp"el' D u 1 PRODUCT REVISED es eomplytett wNh the FtwAde Idd Cate AcaptaA4a 140 Date / 1// f Robot L Galt. P.E. PE X712 Structural �r_ HEXAGON FULL CIRCLE MAX SIZE = 60` BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX SIZE = 96"X47" OR MAX AREA = 24.47 SQ. FT. EYEBROW MAX SIZE =96 "X48" OR MAX AREA = 31.99 SQ. FT. 48° MAX NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. 96" MAX QUARTER CIRCLE MAX. SIZE = 88"X68° OR MAX. AREA = 25.22 SQ FT. CO SQ. FT. ELLIPTICAL MAX SIZE = 96" X 47" OR MAX AREA = 31.99 SQ. FT. I I 44 1/4" MAX DLO MAX. SIZE = 48" X 96" OR MAX AREA = 31.99 SQ. FT. ARCH. MAX SIZE =48 "X96° OR MAX AREA = 30.28 SQ. FT. pRODUGTREN WRA as�omWrin uz EapinBoa lgeto ;;i1 nivkkat HALF CIRCLE —� - 4 9t PRODUCT REVISED as complying with 9, Florida Dig Cods haceptasee Esping= Dale O6 am mar FK , FC F/G 4,/07 thrtz 1D15413 Csw 7/14103 FerkEtan r A cm"d ax UPDATE ANCHORAGE NOTE NO CHANGE 7305 SHEET Dale ISM 7ECHNOLOGy018VE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34774 PAGT_ V2ribly Better FLANGED ELEVATIONS me ALUMINUM PICTURE WINDOW, IMPACT PP•701 NTS 3 a 12 Graft Ns 4259 -4 Robert L Qa P.E. FE 539712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MM. SIZE = 60° DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. FAN MAX SIZE = 96° X 4r OR MAX AREA = 24.47 SQ. FT. EYEBROW MAX. SIZE = 96° X 48" OR MAX. AREA = 31.99 SQ. FT. A 98 114° FRAME O.D. 96" MAX OCTAGON MAX SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X ar OR MAX AREA = 31.99 SQ. FT. CIMINO 45114" MAX. DLO Pik\ QUARTER CIRCLE MAX. SIZE =68 "X68" OR MAX AREA = 25.22 SQ. FT. A C • MAX SIZE = 48" X 96" OR MAX AREA = 30.28 SO. FT. PRODUCfRENEWRD Duldtag Code Acceptance No E:piratlew Dap 2 r r2•l0 l Pi i 4� Fins Nye °nea Egg owe F C 4/4!07 rbm Etr oar PX 1211&03 DEMI FK 7/14/03 96 OR MAX AREA= 25.13SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 'THROUGH 12. Its tearc 9 ArAtawe A o,°awer Cac ADD FRAME O.D. DIMENSIORGAND UPDATEANcHORAGE NOTE NO CHANGE TH4S SHEET RECTANGLE MAX. SIZE = 48° X 96" OR MAX AREA = 32.00 SQ. FT. 1070 TECHNOLOGY ORNE NOKOW$ FL 34275 PA. EQX 1.522 NOKOMIS, FL 34274 Visibly Belzer ammsew Pw.701 NFS MAX. SIZE =48 "X96° OR MAX AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT 4 4 12 4269.4 ( /fi/7 Robert L Clark, P.E PE #19712 Sim:boat TABLE 1. DESIGN P RES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYP /16" LAMINATED GLASS (3/15"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3118 "HS, .090, 3/18HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/18" LAMI (3116HS, .090, 3/16" HS) WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 00 49.000 A,B,C,D +80.0 I -80V ARE A 54.500 A,B,C,D AREA 60.000 A,B,C,D AREA 65.500 ( A,B,C,D AREA 71.000 ( A,B,C,D AREA 76,500 A B,C,D AREA 82.000 I A B,C,D AREA A 87.500 C B,D AREA A 93.000 C 8,D AREA 98.000 15.14 SQ.FT. A C 8,D +80.0 I -80.0 10.79 SQ. FT. +80.0 ( -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +60.0 I -80.0 14.05 SQ.FT. +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 16.23 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 17.32 SQ.FT. +80.0 -80.0 r +80.0 -80.0 +80.0 -80.0 18.41 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 34.000 +80.0 T -80.0 11.57 SOFT. +80.0 I -80.0 12.87 SQ. FT. +80.0 J -80.0 14.17 SQ.FT. +80.0 -80.0 15.47 SQ.FT. +80.0 ( -80.0 18.78 SQ.FT. +80.0 -80.0 +80.0 -80.0 18.06 SQ.FT. +80.0 -80.0 +80.0 -80.0 19.36 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 20.66 SQ. FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 21.96 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 f -80.0 14.95 SOFT. +80.0 I -80.0 18.46 SQ.FT. +80.0 I -80.0 17.97 SOFT. +80.0 ( -80.0 19.48 SQ.FT. +80.0 -80.0 +fio.o -80.0 20.98 SQ.FT. +80.0 -80.0 +80.0 -80.0 22.49 SQ.FT. +78.0 -78.0 +80.0 -80.0 +80.0 -80.0 24.00 SQ.FT. +74.0 -74.0 +80.0 -80.0 +80.0 -80.0 25.51 SOFT. +71.9 +80.0 +80.0 -71.9 -80.0 -80.0 R.,kbar 'R.wage aw R.wner FX 44107 0 Rawl* Data Renhkrec FX 12/13,03 A CHANGE NOTE 1 ANCHORING WITH N72 SCREW$ ra. aar a,,: cr"m"am1: Rasa FX 7/14/03 UPDATE DESIGN PRESSURES PER AMU E 130042 AND NOTES. OLEEAY UP TABLE 1 DESORPTION ANC HEROINES. 070 TECHNOLOGY DRIVE NOKOMLR, R.31273 F.O. BC( 1529 NOKOMIC R.34274 45.000 +80.0 -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SOFT. +80.0 I -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SOFT. +79.3 1 -79.3 +so.a -80.0 23.91 SQ.FT. +74.5 -74.5 +80.0 -80.0 25.63 SQ.FT. +70.0 -70.0 +79.1 -79.1 +80.0 -80.0 27.34 SQ.FT. +85.5 -65.5 +74.0 -74.0 +80.0 -80.0 29.06 SOFT. +63.0 +71.2 -63.0 -71.2 48.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 1 -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SOFT. +78.0 ! -78.0 +80.o II -80.0 24.70 SQ.FT. +73.1 -73.1 +80.0 -80.0 28.48 SQ.FT. +68.4 -68.4 +77.3 -77.3 +80.0 -80.0 28.26 SQ.FT. +63.9 -63.9 +72.2 -72.2 +80.0 -80.0 30.03 SQ.FT. +61.5 -61.5 +69.5 -89.5 +80.0 -80.0 FTL -3835 FTL -3835 FTL -3850 FTL-3850 48.000 +80.0 I -80:0 - 18.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 - 80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 76.8 +80.0 -80.0 25.50 SQ.FT. +71.8 -71.8 +80.0 -80.0 27.33 SOFT. +67.0 -67.0 +75.8 -75.8 +80.0 -80.0 29.17 SQ.FT. +62.4 -62.4 +70.5 -70.5 +80.0 X1.0 31.00 SQ.FT. +60.0 -60.0 +80.0 -80.0 +67.8 -67.8 +80.0 -80.0 NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. 13 GT Visibly Bazar FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT a"waeor PW.701 9a.a NTS 5 or 12 urea. 4259 -4 B PRODUCT RENEWED C with the Redd* No I Acceptance ay SG Phislon 11/41 Ftotezt / t. Clark, P.E PE 039712 Structural TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/161-IS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAM! LG., 3/16HS, 7116" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/18HS, 7116" SPACE, 7116" LAMI (3N8HS, .090, 3/16" HS) WINDOW ")Ia DIM. GLASS TYPE 28.500 34.000 39.500 45.000 46.500 48.000 54.500 A, B,C, D AREA 60.000 J A,B,C,D AREA +80.0 -60.0 21.83 M 65.500 :0 :0 +80.0 :.. +80,0 -910 +80.0 -80.0 20.47 SOFT 71.000 93.000 76.500 +80.0 :: B,C,D +80.0 -80.0 +80.0 -80.0 Roadies ages Amstar ams Fit 4/4D7 Radar Calm Fit 12/f8R3 Fit 7/14/03 A, B,C,D AREA 96.000 21.96 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 +61.5 -61.5 27.33 SQ.FT. +67.0 +75.8 -80.0 -67.0 -75.8 A BD Rai lose Stmarbrs 8 Rakskaa A +80.0 10.79 SQ.FT. +80.0) -80.0 11.88 SQ.FT. +80.0 +80.0 -80.0 15.14 SQ.FT. +80.0 -80.0 +60.0 -80.0 18.23 SQ.FT. +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 17.32 SQ.FT. etas +80.0 -80.0 -130.0 :t. -80.0 1 &41 SQ.FT. +80.0 +80.0 tai CHANGE NOTE 1 ANCHORING WITHPta SCREWS -80.0 12.87 SQ.FT. +60.0 1 -80.0 14.17 SQ.FT. -80.0 +80.0 -80.0 18.06 SQ.FT. +80.0 -80.0 +80.0 -80.0 19.36 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 20.66 SQ.FT. :eI UPDATE DESIGN PRESSURES PER ASTM 3 1X -02 AND NOTES. CL E4N UP TABLE 2 DESCRIPTION AND HFAD/NGS +80.0 14.95 SQ.FT. +80.0 L -80.0 18.48 SQ.FT. +60.0 -80.0 +80.0 WINDOW "Y" -80.0 20.98 SQ.FT. -80.0 e SQ.FT. 1070 TECHNOLOGY ORM NOM* Ft 34276 P.O. SOX 1529 NOXO888 A34274 DIMENSION +80.0 17.03 SQ.FT. +80.0 T -80.0 18.75 SQ.FT. +80.0 +80.0 -80.0 23.91 SQ.FT. +74.5 I -74.5 +80.0 -80.0 25.63 SQ.FT. +70.0 -70.0 +79.1 -79.1 +80,0 -80.0 27.34 SQ.FT. -80.0 -80.0 29.08 SQ.FT. -63.0 V1,fb/y Better +80.0 17.60 SQ.FT. +80.0 I - 80.0 19.38 SQ.FT. 21.15 SQ.FT. +90.0 +80.0 -80.0 24.70 SQ.FT. +73,1 T -73.1 +80.0 1 1 -80.0 26.48 SQ.FT. +68.4 -68.4 +77.3 -77.3 +80.0 -80,0 28.26 SQ.FT. +80.0 -80.0 29.17 SQ.FT. +70.5 t 30.03 SQ.FT. 31.00 SQ.FT. +60.0 -80.0 030.0 -80.0 -80.0 +80.0 +80.0 +80.0 +62.4 :t +80.0 FTL -3835 FTL-3835 FTL ; FTL -3850 -80. 18,17 SQ.FT. +80.0 1 -80.0 20.00 SQ.FT. -80.0 25.50 SQ. FT. +71.8 ! -71.8 0. :die 131313 :die :•a 84e ® -71.2 +69.5 NOTES: A t ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE Z WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT *swaba,e Sags mw I- PI*701 NTS 8 or 12 42594 PRODUCT RENEWED as complying with the Florida Raiding Cade Acceptance No A 0 -1112. 10 Expired=ANe_2� By a 6 M Dads Wilke; PRODUCT REVIEW as campy[xg wRis the OWEN Cade Aeaptaaa No anindice Oda 9 .& .: • Robert !- PE 039112 Silvauai 0 0 0000 re sae SCREWED CORNER ASS'Y Iffidd ar wax F.K. 4W07 ga Deds FIG 12113103 aos 7114/03 3 NO CHANGE TN13 SHEET A NO CHANGE THIS SHEET OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) CO ALONG 1 JOINT • ENTIRE © 11„101 KEYED CORNER ASSY ALONG NI RE, ALONG ENTIRE JOINT VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) SECTIONS & CORNER ASSY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT 2.784" — INSIDE 2.784" Passi Op Oar 1211803 A 1 ae a �c Dua FJC 414/07 gara 5x FC 07 (04147 mi6 Fit 7/14103 DEdIC SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) kerkstrat E NO CHANGE THIS SHEET NO CHANGE THIS SHEET OUTSIDE MAX. DAYLIGHT OPENING MAX WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) 10707EQiNOLOGYORME NOX01414 8.34275 P.0.8t�f 1528 NOXOMJ& PL 34271 z KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) Visibly Better ALONG ENTIRE JOINT MAX WINDOW HEIGHT 0 0 0 0 0 0 MAX DAYLIGHT OPENING SECTIONS, INTEGRAL FIN �— 2.784° -- INSIDE ALUMINUM PICTURE WINDOW, IMPACT P•701 I 8 d 12 I 42994 VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED toniniying with the Raids Balding Code Accepraaee Nn Q E :Oradea Dye �4 By . �� M hu � t' Division 07 5t L Oak, P.E. PE 539712 Structural ITEM 1 2 7 8 10 11 12 13 14 15 17 18 21 Read,* Case PA 414/07 Amid Or Ws FK 11f1&93 FK 7114/03 DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4282 ReNSCat Ravisbrav A a,w aer PART # 64256 64253 781PQX 64255 64254 STP247 64262 try T INTEGRAL FLANGED FRAME HEAD, SILL & #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 1 NO CHANGE THIS SHEET LAMI GLASS BEAD 1/16 LAMI I.G. GLASS BEAD BULB WEATHERSTRIP (THICK) VINYL INSTALLATION FASTENER COVER DOW ITEM 10, 7/16 LAMI GLASS BEAD MATE.: 6063 -T5 DWG NO. 4255 NO CHANGE THIS SHEET DESCRIPTION FIN FRAME HEAD, SILL & JAMB JAMB CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS 3/18" HEAT STRENGTHENED OUTBOARD - 7116" AIRSPACE - 3/16" HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 11, 1 1116 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 1070 TECHNOLOGY CANE NO MIS, R 34273 P.O. BOX 1920 NOKO94 FL. 34274 1.875" Y1aib& Better EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT PIN- 2.784" ITEM 1, INTEGRAL FIN FRAME MATL 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 lIALF� 9 of 12 I 4259 - 4 2.500" Paosarl ■•=4••EW3,3 as rnmplTiog With Mt IRW14 ftuktin Acceptance No Q<. —1 • la E=plratbo Dee By Mud oe+e ilivIslan 7 / G!wlt, P.E. PE /39712 Sh xevel .131" DIA. M N. x 21/2" NAIL, AT CORNERS AND 5" O.C. T WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) 114° MAX. I SHIM 1/4" MAX f SHIM • • 4 SEE NOTE 1 FOR EMBEDMENT 1 31W MIN. EMBEDMENT INTEGRAL FIN DETAIL B WOOD ANCHOR (SEE NOTE 2) SEE NOTE 1 FOR :- • A EMBEDMENT' 1/4" MAX. 1 SHIM T 2x WOOD BUCK (SEE NOTE 3) 1 3/8° MIN. ® EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM T 1x WOOD BUCK (SEE NOTE 3) L 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A A-3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A h- \L 1. 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 13/8" MIN., 5/1W ELCO TAPCONS EMBEDDED 1 3/4° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4" MIN. »\ts 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX. 3 , O r _- CTED IN -TE{F SF S MMCIN ,BAGF AR _1x ARF B L kS WHOSE T L.K ITAL, NNESB -IS -I FS MAN 1 117. - _.1x_ • • ! WOOD ANCHOR (SEE NOTE 2) 114" MAX. I SHIM T FLANGED DETAIL C WOOD BUCK (SEE NOTE 3) PROM IC Xer+t k.0 D ea rnmplyleg rich ICe Florida Bolding Cade Fap Data O —tL 12. 8 \91 t4 B 51 L , Mud Dada tli D ivision • ! L_ 5 a _ GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Road Ery: Ratid Alt Arad BF FIG F.K. Dated Cate 4/447 Dator 11/13103 7H4RA9 Fbartsbnc iftmlairns 8 ArAtam A *mated ar REVISE AND UPDATE ANCHORAGE PER CURRENTFED CN4NGE NOTE 1 AND FASTENER SPACING Cabo KM TECHNOLOGYORNE NOKCMIS. R 34278 P.O. sox 1329 NOKOMIS. 8.34214 VWM . Berner 7 E 1 r ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Sassaliaka PIN-761 Earn" I San` NTS I 10 d 12 *nag NA 4259 -4 B L Cla#, PE 938712 Sltuuurei TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X' DIM. 49.0" 54.5' 80.0" 85.5" 71.0" 78.5' 82.0" 87.5' 93.0" 96.0" cc O = i O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C.. WINDOW "Y" DIMENSION 15 0° X O O 0 0 O t23 h n n 7- ti n ti 20 0' 1.,2.,4. X co O O 8i O CO CO Cd Y O O O O O 0 0 O O 0 25 0" N O C4 c�1 O 0 0 CO CO es C.4 Y V C4 r Cd Cd 28 5° 1.,2.,4. X CO A a O CV a O m_ tZS cr O O a T r Y O CO CO O 0 P 0 O 0 0 0 30.0" 1. ,4. X CO f csi O O 0 0 O a O N Y CO CO 0 O 03 0I m O 34.0" 1. X a 0 01 O m t?i O CO CO lei 0 O O O Y 2. X CO P CO O a3 O m O CO CO csi CV Y 4. X la N O i3 0 C4 O m Vs O CD to lei O Y 39.5° 1. Pi NI CO O N O 42 r 03 O CO n Of Y CD W O O m O t�3 W m Pi 03 0 al m m co i0 e�3 rn 2. X r CO rf O Chi 0 m O 70 C.4 a Y m 01 O O O a O) O tai co m Ps W m rn co O 4. X co O Pi 0 0 l: 03 O O 0 co O O Y 0 O O O a 0 c O m Ps 03 m m m Of O 0 O m 0 dS 0 45.0' 1. X CO iA O O3 O u O 0 r Of N- 0) co CO ti 0 0I 0 n 0 Y 2. X co Pi r 0 O CO co 0 CO 0 O CO O Y 4. X O { O as „„ 0 O h at 05 0 CO N 0 W 0 Y 48.5" 1. X O W3 O O O eic O O ti 03 as O O CO 00 O m n CO Y N V- P N N 2. X co O 0 P a 0 m O c7i 0 4a O Y N N N N 4. X CO co O O 0 42 n CO 03 chi O CO CD Y N N N N Cd 1. X CO N O O O7 t0 O m ti O CO co t0 m co m n m Y N NI N N N N N 48.0" 2. X 0 . O a O O m CO 0 m 0 O 0 Y C4 CII CO CO 4. csi 0 co co ai CD CO CO NOTES: illavad Or Oar Rovidcao canc sr Read Or FiC Catat thedalbOt NEW SHEET Ciao ISCASS MAX. ON-CENTER (0.C.) "r AND "Y° DIMENSION FROM TABLE 3 (MIN. 2 1/8' 0.C. CONCRETE SUBSTRAit) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "X" DIM. FIND THE SMALLEST VVINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2' FROM ANY CORNER. ANCHORAGE, WOOD SUBSTRATE 10712 TECHNOLOGY INNS NOKOMIS, R. 34278 P.O. BOX 1528 NOKOMIS; R. 34274 irc," ALUMINUM PICTURE WINDOW, IMPACT FW•701 NTS 11 a 12 4259-3 11 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 5. 5/18" ELCO TAPCON PRODUCT RENEWED es COCIplyitag with the Florid* aWaing Code Acclimate Ne_e_tUala i/A 7 / 7 Robed L Clark P.E PE #09712 Slzuclural TABLE 4. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE 0 28.5' .0 34.0" m m N =, ` m m m m m 49.0" O.C. at o a - �! P < < w `l w = `� r = is= a r . m ` w CO P m w < n CO 1- to 87.5° O.C. ret n N "' os 93.0° O.C. 41 39. 3. 4.5. 3. 4.5. . 4. 5. 3. 4. 5. 3. 4. Y X Y XY XY XYXY XY XY XY XY XY XY XY X co co co m m m O p., O O ,p O V O a0 O m m O< m rN, " Q S " ` di .- 2 N r N r N m N `l71 rst 60.0° O.C. w w m < m d3 P r. w m w m m w 01 w m v m m v 65.5' O.C. O A s . ! 4. w " �.aPPdj 0 n o ` o co o r m m o m m ° ° • rs. w P w tO P " m m L m m m m co r < ai r d m 710° O.C. a 0 1 : r'i h 5 w w f a71 ` w m r m m 2- m T CO P < 1 ` w w w N s O sr N sr < Q g v g m V' m t .0 CO m .0 CO 75.5' O.C. r P P< r w w �� P Ps P A c� o n o o m o est w m m m ° CO ° ° n w.- m 82.0 O.C. CO P 0 m m 5 h r 01 CO CO w N r n 0 CO m Of S o m m m 0 03 st m O 0 Y X Y X Y X Y X Y X Y X Y X Y m m m CO CO m CO w n m r ' n °° CO m v P CD n m O m c P m N m ca 9_3 O m CO m m � o r s- w m m m < V m "" m m c 00 0 N < N 12 w m m w < m 4 m CO CO 23. m m a m m ti 01 m a CO m m r w r l w w m CO r m m m < P P CO n n n o n S a m n CO P- CO m r P 0 tt1 n r P m a N 1 LL10 r m t7S r r N m r N ` N pus < P P m n a w n7 ti 0 m w w a m m m w N v C.4 P m m WIND. a "X DIM. NOTES: 98.0° O.C. 0 O 0 0 N < O N co w m O cc a w o to m ,N., m m CO ese 11003 m m CO CO CO < CO N m m m CO a 19 P CO m m m m r N ` F.: r CD CO m ` m m CD w w ID w ` CO CO N WINDOW "Y' DIMENSION co 1- m a n 1` CO m r O co O CO n co m GO CD 01 N CO 16b44t cry - Ittedskoss Fit 414107 B NEWBHEET w+a48t ewe c 1070 TEG41'GWVE NOKOAHB, R. 34775 Cant et Cs Cf W at ttsta FX 7/14/03 0.0. 500C 1528 NOKOMIS. 8.54274 m w m w m 03 m w ID o a < 03 CD to O CA m m CO 0 03 MAX. ON- CENTER (O.C.) "X" AND "Y DIMENSION FROM TABLE 4 (MIN. 21/8' O.C. CONCRETE SUBSTRATE) MAX. 81/2° FROM CORNERS We* Better 46.5' 3. 4. 5. 3. 4. 5. .1 P144701 L PITS a er 12 a 12 48.0 �. 5. X Y X Y N N N 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2° FROM ANY CORNER. �. s eat o,te Rarrtna ANCHORAGE, Vas A CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT CO O 0 CO 01 O 1 - "X" DIM. --■ ora.nara 4259 -3 01 N P B ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4' ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16° ELCO TAPCON PRODUCT RK7.WAD n "'Wag WW2 Or 443iid4 Otadieg Cade Doepitatt ID FapkrNQat Date 'L Artotki �4 \ • 4tn >�eYtt�at Costa MIAMaQADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH3). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and _ = • comply with the Florida Building Code, including the High Velocity Hurrican - re: DESCRIPTION: Series 2" : : eavy Wall Aluminum Tube Clipped Mullion - L. APPROVAL t I . wing No. 6223, titled "2" Heavy Wall, Elevations Alumin Tube Clipped Mullion ", sheets 1 through 5 of 5, ed by PGT Industries, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County ' • ,' ct Co. trol Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Contrcl Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 04- 0528.06 and consists 'of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildirgcodeonline.com N OA No 06-0125. on Date: June 28, 2011 royal Date: June O8, 2006 e1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" o prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E pped 05/03/06, B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, T S 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows ( configuration) 60" x 54" mulled together with a lx 2 x std. wall mullio , prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, ' - ted 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.06" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, T S 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (OOconfiguration) 80" x 76" mulled together with a lx 4 x std. wall m ion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. .11.1. 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, T • S 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 discuss .d along with installation diagram of a pair of fixed aluminum windows ith a transom lite (0 /00 configuration) mulled together with a ix 2 x 3 Aa" w vertical and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration esting Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed . d sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with ' : C -2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Rob rt L.Clark, P.E. E -1 • Jaime D. • ascon, P.E. Chief, Product Co trol Division NOA o 06- 0125.08 Expiration Date: une 28, 2011 Approval Date: une 08, 2006 PGT Industries G. OTHER NOTICE: OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTJL ICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23 /06 and sealed by Robert L. Clark, P.E. 1. Notice of Acceptance No. 04 - 0528.06, issued to POT Industries for their 2" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/04 d expiring on 06/28/06. 2. Letter from consultant dated 04/21/06, stating that the product is in co pliance with the Florida Building Code (FBC). E - 1 Jaime D. Chief, Product Con NOA No Expiration Date: J u Approval Date: J n, P.E. ro 1 Division 06- 0125.08 R e 28, 2011 Q e 08, 2006 M. Mi /// M2 / �t ! .�__ — i -_---W1----- 1.11 v Mi /// M2 / �t -� I ---w7 W2 MI ANCHORS DETAIL "B", "C" OR 'D" AT BOTH ENDS AND AT BOTTOM H MULLIONS ANCHORS DETAIL A J, W = W 1 +W2 H = H1 +H2 (2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 1 ANCHORS DETAIL A ANCHORS DETAIL 'B' C" OR "D" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = H 1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1+112 MULL LENGTH = W OR WI +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 NOTES; 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. R ANCIIORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- 1MPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MULLIONS Robed Clerk. P.C. PE #58712 Structural ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS H 1 i // W2 t _/ MULLION W W = W7 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W l +W2 MULL LENGTH = H TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY ORNE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 R=d BP 001 . F.K. 1/9/06 Revad BY Dot F.K. 5/3/06 Brown B7 e: P.J.P. 428/00 Desarlp Revisions: B -REWS€ ANCHORAGE Revlatroor C -WO CHG THIS SHT 2" HEAVY WALL, ELEVATIONS Tftlo: &ales/Radek MULLS Scala NTS Shoat: I e, 5 ALUMINUM TUBE CLIPPED MULLION Crowing No 6223 ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +1-12 MULL LENGTH = W PRO WTROVAND ,, S•0¢3 r PGT 2x MULLIO MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 2x MULLION FOR 2" MULL 1 PCT 2x MULLION-- TYPICAL MULLION WOOD BUCK 2" MULL=1" 2 MIN, TO MULLION INSTALLATION. DETAIL 2A" MiN. I --4" OR TYP CAL. MULLION TO STRUCTURE _WITH W000 BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI—DADE COUNTY, USE ONLY MIAMI—DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2". ELCO 1/4" SS4 CRETE—FLEX ANCHORS MAY EIE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE—FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF /12 SCREWS FOR WOOD APPLICATIONS. LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL—TO—CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP—TO—OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. /12 FH SMS STAGGERED ON PGT 2x MULLION OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 #12 SCREW, SEE NOTE /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 /12 SCREW, SEE NOTE 3 PGT 2x MULLION- 1 • _ •/ WOOD BUCK REMOVED TO CONCRETE 1„/" • 17S Robert L. Clark. P.. PE 09712 Structural TYPICAL M_ULLIQN, TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONS DETAIL "C". 14 MIN. WOOD BUCK TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY ORME NOKOMIS, Pl. .34275 P.O. SOX 1529 NOKOMIS, 11. .34274 WOOD 2h(TYP) TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" Revat By F.K. Drown Ety m,wdok. 2" HEAVY WALL, CLIP INSTALLATION DETAIL 1711e: " OR 6"-- 14 MIN. 1 2 MIN. " OR 6" Vb/o6 5 3/04 4 /28/ 0 0 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON, SEE NOTES 1 & 3 Revisions: B ANCHORAGE C—NO CHG THIS 57-IT #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON SEE NOTES 1 & ALUMINUM TUBE CLIPPED MULLION • Sedes/Model: Scab: Shenk Onow•o No. MULLS NTS 2 of 5 6223 Rev: 2" MULL CLIP EXTRUSION DWG #513 2" MULL CLIP W/TABS REMOYED EXTRUSION DWG /513 iMIN. (TYP) 1 MIN. A 'A/2 13) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) i MIN. (TYP) (3) CHOR LOCATIONS -pr FOR MULL SIZE Ix MULL 2 x 4 x 1/4 2 x 6 x 1/4 :4' 3 7/16 5 7/16 MIN. 3 MIN. MIN. 3 ® M/ N. - $ MIN. (4) ANCHOR_ LOCATIONS ,_(4) ANCHOR LOCATIONS 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. — MAX. g MIN. - & - 44/2 A' (6) ANCHOR LOCATIONS l obo. L. Ck;rk, P.E. PC #39712 Structural MIN. FROM ENDS (TYP) MIN. (TYP) L—A /2H® A ' _(6) ANCHOR LOCATIONS ® CA'- 3/4)/3 MIN. 3 EQ. SP. MAX. ® ('A'- 3/4)/3 3 EQ, SP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ke F It 1,9/06 9-01 HOLE APP. F 5 3/06 C -ADD MISSING DLU. 1070 TECHNOLOGY DRIVE NOKOMIS l 34275 P.O. 80X 1 529 NOKOMIS, FL .34274 Se, ,'Mudd. MULLS fa) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) A (A' 3/4)/3 - - � (8) ANCHOR_L.OcAT1QNS Sod.: NTS Shoat 3 a/ 5 8 MIN. MIN. MW. Description: 2" HEAVY WALL, ANCHOR LOCATIONS nee: ALUMINUM TUBE CLIPPED MULLION wing No. 6223 8 Raw. NOTE: 4 32 4 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 2 2 2x HEAVY WALL MULLS MAT'L: 6063 -T6 i l� 2 4 b ait L. Clark, P.C. PE @39712 Structural 6 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 5/3/06 Revel Re HY m fgly F.. 1 8-NO CHG. THIS SHT. Revtekne: C —N0 CHG THIS SHT Crean DT e: R.I.P. 4 28/00 Description: 2" HEAVY WALL, MULLION PROFILES 7tDe: ALUMINUM TUBE CLIPPED MULLION Series/Model: MULLS Seale: Sheet: 1X 4 of Droning No. 6223 PRODUCT •RBV186n WOO Maga [CHART . - 2x6x.250 60 ANCHOR (3) A (4) A TYPE & QTY. (6) B (8) B CHART 1. - 2x4x 250 ANCHOR TYPE & QTY. w X z z -J g 48 170 170 60.628 170 170 54 170 170 60 170 170 63 170 170 66 170 170 72 170 170 78 170 170 78 170 170 84 170 170 90 96 108 111 144, 170 170 153 165 170 142 144 170 123 (4) A (3) A (8} (6) 6 170 170 170 170 170 170 170 170 170 170 170 170 165 170 170 168 170 154 170 170 162 170 148 170 170 148 170 134 170 170 170 163 136 125 109 170 123 164 167 113 151 141 (3) A (6) B 170 170 170 170 170 170 170 154 170 146 143 170 135 138 170 130 124 166 117 60.625 42 170 170 42 48 64 60 63 66 72 60 (3) A (6) B 170 170 60 (3) A (6) 13 170 170 170 170 170 170 170 170 170 170 170 170 170 170 76 170 170 78 84 177 _ 153 90 183 141 96 151 129 108 107 90 111 98 83 144 45 37 60 (3) A (6) B 170 170 170 170 170 170 170 166 70 (3) A (6) B 170 170 170 170 170 170 170 166 154 149 136 125 112 78 72 32 1 70 170 170 170 170 170 170 170 OPENING WIDTH IN INCHES (3) A (6) B 170 170 170 170 170 170 170 152 141 136 124 113 100 69 63 28 70 (4) A (8) B (3) A (6) B 170 170 170 170 170 170 170 142 131 127 114 104 91 62 57 26 170 170 170 170 170 170 170 (3) A (8) B 170 170 170 170 170 166 154 135 124 119 107 97 83 57 52 23 80 (3) A (4) A (6) 8 (8) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 (3) A (6) B 170 170 170 170 170 162 149 129 119 1 102 92 78 53 48 21 OPENING WIDTH IN INCHES 90 (4) A (8) B 170 170 170 170 170 170 170 (3) A (6) B 170 170 170 170 170 170 168 80 1 90 100 110 ' 120 130 160 (3) A (3) A ' (3) A (6) B (6) 13 ( B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 160 159 159 146 145 145 125 123 122 115 112 109 110 107 104 98 94 90 88 85 79 73 69 63 49 47 41 45 43 37 20 18 16 (4) A (8) B 170 170 170 170 170 170 170 170 170 170 155 141 129 102 97 56 110 (3)A (4) A (6) B (8) 170 170 170 170 170 170 162 140 129 124 111 100 91 78 75 51 170 170 170 170 170 170 170 170 170 165 148 133 123 95 89 51 r+ L. Ctatl:, "•.E. PE g39712 Struckurui (3) A (6) B '170 170 170 170 170 170 159 136 125 119 106 96 87 73 71 47 6. 120 (4) A (8) B 170 170 170 170 170 170 170 170 168 159 142 127 115 88 83 47 1070 TECHNOLOGY DRIVE NOKOMIS, FL .3427 P.O. BOX 1529 NOKOMIS, FL .34274 130 160 (3) A (4) A (3) A (4) A (6) B (8) B (6) B (8) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 158 170 158 170 134 170 133 170 122 162 119 159 116 155 113 151 103 137 98 130 92 123 86 116 83 109 77 98 70 83 63 73 67 78 61 68 44 44 37 37 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. 1/4" TAPCON B. #12 SCREW TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Reva BX nt1e: F.K. ar P.J.P. 0eacripuon: 2" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION Series /Marla: MULLS 9 /O6 Sane: N TS ReWasne: B - REVISE ANCHORAGE RevtMsne: Vertical Mull ,Opening,,, Width Mul! Length Horizontal Mull Opening Width LL Mull Length Multiple Mul ed Units ,Opening Width Mull Length Shoot 5 ar5 1 esa ,,..r Drawing Na. 6223 Rev: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 COPE: one. iti IAMI -DADE COUNTY, FLORIDA METRO - ADE FLAGLER BUILDING 140 WEST FLA LER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 FAX (305) 372 -6339 www .mainildade.govlbuildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Count Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloc' + • r e DESCRIPTION- = eries C -740 Outswing Aluminum Casement Windo t IVLIt APPROVAL I <i CUMENT: Drawing No. 7045 -8, titled "Aluminum asement Window, Impact ", sheets 1 through 13 of 1 dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. ' ., er, P.E., bearing the Miami -Dade + _ : . . .: enewal stamp with the Notice of Acceptance number an expira on ' .te by the Miami-Dade County Product Control Division. .MISSILE IMPACT RATING: Large Missile Impact Resistant { 1 { ' ]LABELING: Each unit shall bear a permanent label with the manufacturer's name dr logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherise 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 bed 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 mantifacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05 - 1129.11 and consists of this page 1 and evidence pages E - 1 and E - 2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0117.1 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBWITIITED , A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Im act ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile .Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TM 203 -94 along with marked -up drawings and installation diagram of twooutswing aluminum casement windows, prepared by Fenestration Testing Laboratory Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading pet FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94, 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of twdautswing aluminum casement windows, prepared by Fenestration Testing Laboratory., Test Report No. Ji 1 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading peY FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 20 -94 3) Cyclic Wind Pressure Loading per FBC, TA 203-94 along with marked -up drawings and installation diagram of two; outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2128/03, signed and sealed by Joseph Chan, P. (Submitted under NOA# 03- 0611.02)" 4. 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, TASI203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS "S 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laborator,, Test R- • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 fit! Pe ... Alarm( Product Control :xami r NOA No. 0: s .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 one ioutswing aluminum casement window, prepared by Fenestration Testing Laboratory; Test Report No. I'M 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. 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 three: aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. ( Submitted underNOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies'i4 /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PYB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21%'11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for the 'cs C -740 Aluminum Casement Window — L.M.I., approved . 0 / 3/06, exp',{t ; . • 15/22/08. Manuel P P.E. Product Contro iner NDA No. i ; 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. 0 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5116" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. © G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. hs B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 14-1- "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 1-1-4 "XOX" & "XO° OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. Q4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION, HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7 "'ON EACH SIDE OF MEETING RAILS MAX. 14 1/2' SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4" FROM CORNERS MAX. 13" SPACING (2) AN 3" - APART AT MfD- SPAN` _ - r a SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 117. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. JAMBS: Reed fly F.X. F.X. FK meaner F.K. Pee 325/03 7110103 523+05 Pate: 12/17/02 Reutsmx 8 C ADO 13/1 6'!.G. X AIOV'E GLAZIM2 DETAILS TO SHEET 2 NO CHANGE THIS SHEET RevnuR• 0 ADO 76' HT., GLASS TYPES FANO G. REVISE ANCHORAGE Ch.. ea:s: 1070 TELIdNOLOGYDRIVE NOKO•tIS,, FL 34275 P.C. SOX 7529 NOKOU1S, FL 34274 ) x 0 X 0 x CONFIGURATIONS OPTIONS x 0 X x 0 0 X X 0 X UNEQUAL UTES x 0 UNEQUAL LITES 0 x UNEQUAL LITES VttiE+ly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA -745 S t,G• SM L O,avaG Ne NTS 1 13 7045 -8 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 -4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 PP.ODUCT ■1e:4.C.'ea: ■ii'.: •4:l, acfA f' /'/..(A 5 Lucas A. Turner, P.E. PE 858201 Mechanical Ravaeay bab. F.K. 1145/03 RerWar. F.K. Re. 6/. F.K. t 1/8" ANNEALED OR --~- HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS bale- 7/10103 bale: 6/23675 Rewleaa.' 8 C P a ' 0 Ommer bare. Chec''eaer. mew F.K 03/25103 5116" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL .090 PVB INTERLAYER I-- 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - / .65" NOM. GLASS BITE .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 1 .65" NOM. GLASS BITE REORAW GLAZING DETAILS 8 A00 13/16 NO CHANGE 1HOSS1IEET ADO 13/16 "LAM1 LG. WI 7/162A3418 CORRECT 5/16" LAM DETAIL NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 1070 100- 34OLOGY DRIVE NOKOMIS, 41. 34275 P.O. 89X 1529 NOKOMIS, FL 34274 Visibly Better 13/16' 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER -3/16" HEAT STRENGTHENED GLASS 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL Macp4n' GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT S16*0fade ww swat CA-746 NTS 2 d 13 .65" NOM. GLASS BITE •-- 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS 001.4 HD 7045-8 .65" NOM. GLASS BITE I". D 014441,1;T: r' ; gas:) • 1e lA�tt'67,y :• :i8 .66:". IAr an Luee3 A. Turner. P.E. PE 458201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1/2" MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. } 4 MAX. 4" MAX. ANCHOR L LOCATION TYP. 3" SEE MID -SPAN ANCHOR DETAIL TYP. (2) 134" MAX. WIDTH 30" MAX. 53" MAX. 30" MAX. DAYLIGHT DAYLIGHT DAYLIGHT — OPENING OPENING OPENING 37" MAX. VENT TYP. 7°\ 1 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) O 13" MAX. O.C. --I 60" MAX FIXED +- 4" MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT, 4 SEE MID -SPAN ANCHOR DETAIL � TYP. (2) \ 13" MAX. O.C. } 4" MAX. f X ELEVATION "A" - • "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 4" MAX. 69" MAX. DAYLIGHT OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT -a- OPENING � f 14 1/2" MAX. O.C. TYP. ELEVATION "8" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION " X r �f SEE MEETING'Il RAI,'DETAIL I� P. (2) J I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT 64Pre!Sir2;i9 Sutdh; ems:::•.` ='� O 21at 76" MAX. HEIGHT A. Oh •n FX. aa.war. EX. ax"a7. F.K F.K 3125103 7/10!03 Vats .._ hew 12/17/02 8 MAC: C Ceara. Hy CHANGE SHEET NO. REFERENCES ADD HINT LOCATION DETA?S CHANGE MAX. HT. TO 78 - AND MAX. DLO 70 69' Os4 1070 T4CHNOLODYDRIVE NORMS. OS. FL 34274 P.O. 80X 1325 NOX0444. FL 34274 .P_AGT Viiiiei eQaacr XX" & XOX" ELEVATIONS raz ALUMINUM CASEMENT WINDOW, IMPACT snm.°ramr CA•740 NTS Save 3 " 13 7045 -8 Lcas A Tamer, P.8. PE 0'5820 McNlanke! HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. 0.C. VENT HEAD & SILL ONLY DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) M 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX 0,C. 4" M 4' MAX. 4" MAX. (SEE SHEET -"-37" MAX. WIDTH — 30" MAX. DAYLIGHT -- OPENING ON "D" - "X" L\ 69" MAX. DAYLIGHT OPENING 1. MAX. O.C. .PRESSURES) 97" MAX. WIDTH LQ 76" MAX. HEIGHT 30" MAX' 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. — O.C. 4" MAX. 4" MAX. 1 f 13" MAX. O.C. J 8 69" MAX. DAYLIGHT OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING �--� 13" MAX. O.C. ELEVATION "E° - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 76" MA T. H EIGHGHT SEE MEETING H RAIL DETAIL SHT. 3 _. 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - "X0" & "OX" UNEQUAL LITE (SEE SHEETS S -9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING PRO CT REVISE?). as ant '" p9 tar F•c1+51n Area i A 76" MAX. HEIGHT PROL+!JC as NsV18 as eomTEY`�R'otn� filar SlatkHL Espt12th13 a:a P' :Voll/WCP I 1 / ; ‘ , . I /o FIC a,vay FIC F.K. 3125103 5W" 7710/03 8 baths 6/2.3475 C Rear 0 Orr. 9y OaIT 4' h.Ve /8y Mm. F.K. 17117102 FX. CHANGE SHEET NO. REFERENCES A00 HINGE DE TAIL & HINGE LOCATION NOTES CHANGE MAX. HT. TO 78' AM MAX DLO TO 89' 1070 TECHNOLOGY DRIVE NOt(OMIS. FL 34275 P.O. BOX 1529 NOX0741& PL 34274 rti 1.45W 68eDecrer O - "X ", °O" XO° & "OX" ELEVATIONS I tic ALUMINUM CASEMENT WINDOW, IMPACT xxe"naaatr CA -740 NTS 4 13 a"ara 9" 7045-8 Lucre A. rumen, P.E. PE 098201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /811S) B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19 1/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 7' .1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 8,E -90.0 70.0 -90.0 70.0 -90.0 70.t - .0 70.0 'x'0.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 1.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 8 112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 . -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 voowCT .D norms � , Autplitne .„ 1 Y i2 1 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 8,E -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: 3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE . 1 -90.0 70.0 PRODUCT tEJ+If AMI) RR emptying with The Wor41>a. Bad* Ce h Aeceplsu: c NA 0 1% • • TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 4 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (118 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /18 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH I i)o o "G4 0 (,3 sy /it .. _: Mb ?mallet Can . MS If NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 7 (r.%2,s" LOCRP 0 Tumor, P E. PE 058201 Mec60lCM ii..10fy. Ftt Dab: 323103 R,.*,,, 8 ADD GLASS TYPE E TO TABLES 1 s 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. BOX 1528 NOiCOf4IS, FL 21274 Qesn� PRESSURES- X CONF /G. WINDOWS - ALUMINUM CASEMENT WINDOW, IMPACT 14.44r FX Dar 7710703 Ro-aabre. C NO CHANGE THIS SHEET Rnaa40r F.K. Dab 623105 Ravbm 0 REVISE ANCHORS 8 ACID 76' HEIGHT OPTION ro am By F.K. Oma 12117,'02 Cnacaaasy Darr STiribdY Betse somua.a C4.74o sw: NTS snw: 5 a 13 m..r,4w 7 045 -8 R.v D COMPARATIVE ANALYSIS TABLE 3. WIDTH 37 43 48 53 1/8 57 60 64 68 72 A A A A A A A A GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 518 54 57 60 63 NEG POS MEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG PCS NEG POS ,NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 70.0 70.0 70.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 70.0 -75.0 70.0 -75.0 70.0 -69.6 68.4 -63.9 61.8 -58.9 57.5 -54.9 54.3 -51.1 "XX" WINDOWS TEST REPORTS: FTL -3582 70.0 70.0 69.6 63.9 58.9 54.9 51.1 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 70.0 70.0 65.2 60.0 58.1 51.8 47.9 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 70.0 70.0 63.0 58.5 53.8 48.8 44.8 -75.0 -69.5 -60.8 70.0 70.0 65.5 60.4 -56.2 -50.4 -45.2 -42.2 70.0 69.5 60.8 56.2 50.4 45.2 42.2 -75.0 70.0 -67.5 67.5 -58.0 58.0 -53.4 53.4 -47.7 47.7 -42.4 42.4 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 :67.9 87.9 -59.01 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 1 -38.6 38.6 TABLE 4. TABLE 5. TABLE 5A. Rated et e R"cyd date FIG 223/05 0 ame: FK 12/17/02 GLAZING OPTIONS: 8. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E.13/16 LAMI (1/8 "HS,3 /8" SPACE,5/16" LAMI -W/ 118 "HS,.090,1 /8 "HS) 0 Ccea REVISE ANCHORS 5 ADD TABLES 76" HEIGHT 01.77ON 1bm: "XX" WINDOWS "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3 /16 "A,.090,3 /16 "HS) "XX" WINDOWS 1070 TECHNOLOGY DRIVE NOK(3MW, FL 34272 F.0 BOX 1529 7i0K0M19. FL 34274 P4I GIT" Vrsth ' Barter TEST REPORTS: FTL -3582, FTL -3729 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7116" LAMI- W/3/16 "A,.090,3 /16 "HS) NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. s.roww,.. sw• 0 CA-740 NTS 8 13 -75.0 TEST REPORT: FTL -3580 04 fin 7045 -8 -90.0 0000.0r00. PRESSURES- XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 70.0 70.0 TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 X X pRoravvr RENYswstfl as somvlyisrsifititts FICIft1a 4n10115%07-11 5tt -i . l le ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH I -55.0 ! 55.0 Ma to Ra9sm:WWI eau 1 / /'Z ! 4:15 Lucas 2. Twner, P.E. PE 958201 MaehaNtal COMPARATIVE ANALYSIS TABLE 6. "0° & "1/4-112-1/4 XOX " WINDOWS TEST REPORTS: FTL-3882, FTL-3729, FTL-4607, FTL-4608 413 50112 53 1/8 54 - 0" 38 37 GLAZING OPTIONS: A. 51115 LAMI (1/8"A,.090,1/8"1-16) B. 5116 LAMI (1181iS,.020,1/8iHS) C. 7/16" LAMI (3/16"4,.090,3/16"HS) 0.13/18" LAMI 1/8"HS,3/8" SPACE,5/16" LAMI-W/ 1fi8'Hs,.090,1/13'HS) F.13/16° LAMI 1/8"A.AIR SPACE,7116" LAMI-W/ 3/18"A, 080 3116"HS) HEIGHT A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 72 6,5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 74 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -75.0 70.0 -87.8 67.8 -82.1 79 13,9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -15.0 70.0 -62.4 82.4 -58.4 84 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 90 8,9 -75.0 70.0 .75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -66.0 65.0 -54.3 54.3 -51.1 96 0,9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -900 A -75.0 70.0 -60.8 60.8 -61.3 51.3 - 48.3 101 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 108 315 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 108 111 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 8,E -75.0 C,F 410.0 A -75.0 70.0 -90.0 70.0 70.0 -58.2 58.2 70.0 .75.0 70.0 70 0 -90.0 70.0 70.0 -57.1 57.1 70.0 -75.0 70.0 70.0 -90.0 70.0 70.0 -56.2 56.2 -90.0 70.0 -90.0 -47.9 47.9 -44.5 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -48.4 46.4 -43.3 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -44.8 44.8 -42.1 114 13,9 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 120 3.5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 POS NEG POS NEG POS 70.0 -60.4 60.4 -54.3 54.3 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 87.9 -59.0 59.0 -52.8 52.8 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.070.0 -90.0 70.0 62.1 -55.7 587 -49.8 49.8 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 58.4 -63.3 63.3 -56.4 56.4 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 54.6 -59.3 69.3 -63.6 53.6 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 51.1 -65.1 56:1 -51.4 51.4 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -86.0 48.3 -52.7 52.7 -48.7 70.0 48.7 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -81.2 70.0 45.4 -50.0 511.0 -46.1 46.1 70.0 -75.0 70.0 -75.0 70.0 70.0 -88.6 70.0 -76.4 70.0 44.5 -49.1 49.1 -45.3 70.0 -75.0 70.0 -75.0 70.0 -86.9 70.0 -75.0 43.3 -47.5 47.5 -43.9 70.0 -75.0 70.0 -75.0 70.0 -84.3 70.0 42.1 -46.2 46.2-42.5 45.3 70.0 70.0 45.Z 70.0 70.0 42.5 70.0 -75.0 70.0 -75.0 70.0 • C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 '41.3 117 B,E -75.0 70.0 -15.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 70.0 -75.0 70.0 -75.0 70.0 70.0 -77.1 70.0 -67.3 67.3 NEG POS NEG POS NEG POS NEG POS 44.8 .42.2 42.2 70.0 -75.0 700 70.0 -90.0 70.0 43.5 -41.1 41.1 70.0 -75.0 70.0 70.0 -90.0 70.0 41.1 -38.3 38.6 70.0 -75.0 70.0 70.0 -87.4 70.0 46.9 -44.3 44.3 70.0 -75.0 70.0 70.0 -79.7 70.0 44.7 -42.1 42.1 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0=89.2 42.5 -40.4 40.4 -38.4 70.0 , -75.0 70.0 -75.0 70.0 -67.3 87.3 -64.1 -51.1 51.1 -47,9 47.9 -44.8 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 - 49.9 49.9 -46.4 48.4 -43.5 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -46.9 46.9 -43.6 43.6 -41.1 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -53.4 53.4 -50.0 50.0 -46.9 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -84.5 -50.9 60.9 -47.5 47.5 -44.7 -75.0 70.0 -75.0 70.0 -75.0 -88.2 70.0 -81.8 70.0 -76.9 -48.8 485 -45.3 45.3 -42.6 -75.0 713.0 -75.0 70.0 -75.0 -80.9 70.0 -75.0 70.0 -70.7 -46.9 46.9 -43.5 43.5 -41.3 -75.0 70.0 -75.0 70.0 -75.0 -75.7 70.0 -70.3 70.0 -86.8 -44.2 44.2 -42.2 42.2 -40.1 -75.0 70.0 -75.0 70.0 -75.0 -71.1 70.0 -66.5 66.5 -63.0 -43.4 43.4 -41.9 41.9 -39.8 -75.0 70.0 -75.0 70.0 -75.0 -70.1 70.0 -65.4 65.4 -81.8 -42.2 42.2 -40.8 40.8 -39.1 -75.0 70.0 -75.0 70.0 -75.0 -68.4 68.4 -63.6 63.8 -60.1 -41.2 41.2 -39.8 39.8 -38.5 -76.0 70.0 -75.0 70.0 -75.0 -66.7 66.7 -81.8 61.8 -58.7 41.3 -39.2 39 . 2 J -3 1.I 70.0 -75.0 70.0 -74.3 66.8 -83.5 83.5 -60.5 80.5 -55 -52.81 40.1 -38.0 38.0 70.0 -75.0 70.0 83.0 -60.0 60.0 39.8 -37.6 37.8 70.0 -75.0 70.0 61.8 -59.1 59.1 391 -372 372 70.0 -74.3 70.0 60.1 -57.5 57.5 38.5-38.7 36.7 70.0 -73.3 70.0 58.7 -55.9 55.9 -40.2 40.2 -38.7 38.7 -37.8 37.8 -36.1 38.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -64.9 64.9 -60.4 60.4 -57.3 57.3 -54.5 54.5 -39.2 39.2 -37.6 37.8 -36.7 36.7 -35.5 35.5 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -63.3 83.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 NEC) POS NEG1POS NEGI -39.7 -75.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 -55.01 -38.6 -75.0 -90.0 -36.5 -75.0 -832 70.0 -56.0155.0 -55.01 55.0 - 55.01 -41.9 -75.0 -76.8 70.0 -55.0155.0 -55.01 55.0 -55.01 -39.7 -38.2 -72.4 -57.3 57.3 -53.81 53.8 -49.41 49.4 -46.21 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 532 -49.4 49.4 -45.2 -342 -68.4 -51.6 -33.7 64.1 -55.01 55.0 -55.01 65.0 -6321 45.2 -42.6 34.2 68.4 51.8 -47.8 83 39.7 70.0 38.6 70.0 67 72 76 POS NEG POS 55.0 39 1/2 42 45 55 112 67 58 1/2 60 Fit ADD GLASS TYPE E TO TABLE 6 CHANGE ANCHORS ANL7.40C) 7Er HT. OPTION cfNewiEly o 1 7/10453 944, 6/23/05 52/17702 RamM= NO CHANGE TH15 SHEET Rmsdar 0. 3asio3 44 A4.4 Mt R.sses 1070 TECHNOLOGY DRIVE NOKOMIS, FL 35275 P.O. 90X 1529 NOKOMIS 71.34274 Visibly setter CA 700 36.5 70.0 41.9 70.0 39.7 70.0 892 38.4 70.0 37.1 70.0 36.2 70.0 35.9 70.0 56.4 35.4 70.0 54.8 348 89.8 33.7 -67.4 67.4 TABLE 7A. "0" & "1/4-112-1/4 XOX WINDOWS TEST REPORTS: FTL-4607, FTL-4608 GLAZING OPTIONS: D. 7/16' LAMI (3/1131-1S,.090,3/16"HS) G. 13/16° LAMI (1/8"A,AIR SPACE,7/16" LAMI-W/ 3/161-IS,.090,3i16"HS) swr NTS -55.01 55.0 -ss.of 58.0 -528f52.8 -51.1151.1 "0" & 1/4-1/2-1/4 XOX" WINDOWS TEST REPORT: FTL-3580 - (HAZING OPTION: - 0.1/16" - LAMI - (3/16"HS,-.098,3/16"HS) - • ALL "0" SIZES UP 70 60" WIDE x 63 HIGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP TO 120" WIDE,x 63° HIGH -90.0 70.0 stssz 7 13 -55.01 55.0 -55.01 55.0 52.6 -48.41 48.4 -46.81 46.8 43.6 ALL "0" SIZES UP 70 60" WIDE x 76" HIGH AND ALL 1 /1-1/2-1/4 XOX" SIZES UP TO 1213" WIOE x 76" HIGH 1.55 01 55.0 NOTES: '1. FOR INSTALLATIONS IN W000 OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED 70 69.6 P.S.F. 55.0 55.0 -55.01 55.0 55.0 53.2 482 -49.61 49.6 -45.21 45.2 - 43.6 42.6 -41.7 41.7 -50.0 50.0 -46.3146.3 -42.81 42.8 -40.81 40.8 PRESSURES. 0 & 1/4-112-114 XOX CONFIG. WINDOWS 7- ALUMINUM CASEMENT WINDOW IMPACT 1 4 X 1 2 0 1 4 0 PRODUCI'RETIEWE.D as complying watt the Rada 9ItkiImCcdo 491550.070 FrA 3 By 111‘4s ersoduct Lucas A. Turner. P E crm PE #582a1 7045 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 X ,-Ir) x1 1 O N CO 01 X GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH 37 "XOX" WIDTH 55 1/2 A HEIGHT 26 31 38 38 318 43 5/8 54 57 60 63 NEC; -75.0 POS 70.0 NEG -75.0 POS 70.0' NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 48 NEG -75.0 POS 70.0 50 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 X 0 _ 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 58 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 0 X 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -83.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 64 86 A -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 74 108 111 A A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -73.7 •70.0 70.0 -70.4 -67.9 70.0 67.9 -60.4 -59.0 60.4 59.0 -54.3 -52.8 54.3 52.8 -51.1 -49.9 51.1 49.9 -47.9 -46.4 47.9 46.4 - 44.8 -43.5 44.8 43.5 -42.2 -41.1 42.2 41.1 -39.7 -38.6 39 7 38.6 ° g 111 , trx 2 -- •. - - " ) TABLE 9.. "XO° or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16° LAMI (1 /8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS.3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO° OR "OX° SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63° HIGH -75.0 70.0 . ■a te TABLE 10. "XO" or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 1 ,^• C. , 4 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 °HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -90.0 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16°A..090,3/16 HS) F.13/16" LAMI (1!8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) RENEWED ALL "X0° OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH i -55.0( 55.0 PRODUCT ea coxlp$'i :$:Yit11?7te Fltrklz !p731zE Co! as A1orm P:> • ; - • , , . gut.: 112 V, /3 HyiA ,,1 r. , .FNawr 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR • 1 /4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. . Rona ar F.K r• ".. 3(15103 'Most. maa". 8 ADD GLASS TYPE E r0 TABLE 9 1070 rEG4NOlD,a"'YDRIVE NOxOMIS, FL 34275 P.0 BOX fSs9. N01(OM13,, FL 34274 PRESSURES XO, OX, & 1I3 -113 -113 XOX WINDOWS '^'°' ALUMINUM CASEMENT WINDOW, IMPACT Lucas A Turner. P.E ae.orer FK p1 7/10103 P.m. C NO CHANGE THIS SHEET R ,"R FJC ae°a Or: F.K. 6f2. 6123/0& pare: 12/77102 Rae : 0 Crtaxa"tln CHANGE ANCHORS AND 400 76' HEIGHT OPRON race. I DV* Rafter 'deY CA -740 sa e. NTS '� 8 "' 13 v ' 7045 - 8 " D PE 458201 Meehanical Rev, F.K. 115.892 123.135 eX COMPARATIVE ANALYSIS TABLE 11. "XO" or °OX° & "XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 "XOX" 69.284 88.919 95.973 108.849 122 can: 3725X}3 7/10103 612366 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,118 "HS) B. 5/15° LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16° LAMI (3/ 16 A,.090,3/16 "HS) 9. 13/16° LAMI (I/81HS,3/8" SPACE. 5116" LAMI-W/ 118 "HS,.090.1 /81HS) F. 13/16° LAMI (1/8 "A, AIR SPACE,7/18° LAMI -W/ 3/18°A,.090,3/18 °HS) HEIGHT WIDTHS 12/17/02 VENT FIXED 19.125 31.014 24 38.919 27 42.973 30 48.649 32 51.892 33.687 54.627 34 55.135 Ra B aaarw: C Ra r.mr: 0 cN"Seu 9 A 8,6 C,F A B,E C,F A 8,E C,F A 8,E C,F A 13,5 C,F A 8,6 C,F A 28 38 38 3/8 43 48 50 5/8 54 57 80 63 67 72 76 NEG P05 NEG POS NEG P05 NEG FOS NEG POS MEG POS NEG POS NEG POS NEG POS NEG POS NEG1POS NEG( POS NEG(POS -75.0 70.0 -75.0 70.0 - 75.0 - 70.0 -74.1 70.0 -84.9 84.9 -60.6 80.6 -58.1 58.1 - 58.1 58.1 -53,3 53.3 - 50.5 50.5 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -69.1 89,1 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -80.5 60.5 -75.0 70.0 -75.0 70.0 ' -90.0 70.0 r -90.0 70.0 -75.0 70.0 -53.5 53.5 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 - 75.0 70.0 -49.9 49.9 -46.8 48.8 -51.3 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 8,E -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.13 70.0 -71.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -65.8 88.8 -84.1 84.1 - 60.5 60.5 -57.9 57.9 -55.2 55.2 -51.5( 51.5 47.2147.2 - 44.0L44.0 A -75.0 70.0 -45.5 45.5 -42.6 42.8 -46.7 48.7 -43.1 43.1 -41.6 41.6 - 40.2 40.2 -38.7 38.7 -38.9 36.9 -35.0 35.0 128.000 34.791 58.418 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -87.3 87.3 52.5 62.5 -59.2 59.2 - 56.5 56.5 -53.8 53.8 -50.� 50.1 -45.81 45.8 - 43.01 A -74.4 70.0 43.8 43.6 -41.2 41.2 - 45.1 -41.5 41.5 -40.4 40A -38.9' 38.9 -37.7 37.7- 36.2 36f- 34.3 34.3 130 35.896 58.209 8,9 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.5 68.8 C,F -90.0 70.0 -90.0 70.0 -90.0 `70 0 -79.9 70.0 -89.3 69.3 -65.3 85.3 -60.8 80.8 -57.6 57.8 -54.7 54.7 -51.9 51,9 -48.11 48.1 -43.9f43.9 41.9 1 41.9 A -74.3 70.0 -43.5 43.5 -41.0 41,0 - 45.045.0 -41.4 41.4 - 40.3 40.3 -38.8 38.8 -37.6 37.6 - 38.1 38.1 -34.3 34.3 130.378 36 58.378 8,5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -89.1 89.1 -65.1 65.1 -80.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 -48.01 - 43.143.8 -41.8 141.8 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -38.7 36.7 -35.5 35.5 -33.7 33.7 134 37 60 8,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -87.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 48.3(46.3 - 42.8(42.8 - 40.8(40.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "X." ar "OX° & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16"HS ALL "XOX" SIZES UP TO 134" WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 3r MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH TABLE 12A. ° XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /18 "HS) G. 13/18" LAMI (1/8"A,AIR SPACE.7118" LAMI -W/ 3/18°HS,.090,3/161HS) ALL "XOX" SIZES UP 70 134° WIDE x 76° HIGH WITH 37° MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "Y,O" ar "OX" SIZES UP TO 97` WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH J -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN W000 OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 1S LIMITED TO 69.6 P.S.F. ADD GLASS TYPE E TO TABLE I NO CHANGE 7746 SHEET Da� -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 53.4 834 -56.5 56.5 -50.4 50.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -57.2 57.2 -82.1 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -50.4 50.4 -54.5 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 -44.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -48.8 46.8 -43.6 43.8 -47.9 47.9 -44.3 CHANGE ANCHORS AND ADD 78° HEIGHT OPTION -55.2 55.2 -75.0 70.0 -90.0, 70.0 - 50.7 50.7 -75.0 70.0 54.7 70.0 -47.4 47.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.81 55.0 -55.01 55.0 -55.07 55.0 -47.5 47.5 - 44.1 44.1 -41.8 41.6 , -392 39.2 -38.9, 36.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 -90.0 70.0 -90.0 , 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55,01 55.0 -55.0( 55.0 -55.01 55.0 -52.8 52.8 -49.1 49.1 - 48.2 46.2 -43.6 43.6 -41.1 41.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 '70.0 - 55.0r55.0 - 55.0(55.0 - 55.0r55.0 -48.2 48.2 -44.9 44.9 -42.0 42,0 -40.1 40.9 - 38.0 38.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -7 9.5 70.0 -73.8 70.0 -69.7 89.7 - 88.3 66.3 -63.1 83.1 -55.0T55.0 -55.0) 55.0 52.2 52.2 -45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.6 38.6 - 38.6 38.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 70.0 -73.2 70.0 -68.3 88.3 -84.8 64.8 -61.4 81.4 -58.8 58.8 -55.01 55.0 - 50.950.9 - 47.71 44.7 -42.8 42,8 -41.4 41.4 - 39.5 39,5 -37.5 37.5 - 35.7 35.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 , -74.9 70.0 -71.4 70.0 70.0 -59.4 69.4 -64.7 64.7 -61.0 81,0 -58.4 58.4 -55.7 55.7 - 52.1152.1 -47.7147.7 -44.61 44.8 44.3 1070 TECHNOLOGY DRIVE NOHOW,, FL 34275 P.O. PM 7525 NOKOM7 , FL 34274 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 _GTE Visibly Better A PRESSURES- UNEQUAL CONFIG, XO, OX & XOX tBa ALUMINUM CASEMENT WINDOW, IMPACT CA -740 wr, meet- m. NTS 9 d 13 7045 -8 x 0 x UNEOUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES P2001147. turtiVseir.F4 et coot :4z ! VA:1 #51,,qat L;ttMin % G �(f2.I/ -- Lucas A Turner. P.E. PE 898201 Mechanical Rears Br F.K. Raved FK. RnsdOf. F.K. ADO 13/1(r1.0. GL4ZIN0 BEAD REV Ou bvuv c 71(0703 C SNOW TOP HINGE 0"e. ReWur:a 0123105 0 CHG $H7 NO. REF ANO A00 ITEM 89 Gala. 0WB1e0B, 0896 12/17/0: 1070 TE'ClINOWOY ORlVE NOKObO$ FL 34275 PO. 80X 7529 NOKO6lS. FL 34274 Bev�rytna SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Sere .°hoi 0r ,ra F NTS 10 N 13 7045 -8 D MAX. HEIGHT (SEE SHTS. 3 & 4) Gmon Br F.K VERTICAL SECTION OPERABLE UNIT 5 14 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A OGC MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT {{ GOO 1. L DAYLIGHT OPENING (SEE SHT. 3) l J (SEE SHT. 3 55 5 MAX. WIDTH ( ) HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING -- (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4)— HORIZONTAL SECTION - X .541.0.4! Visibly Dauer CA -740 0 REFERENCE "XO" & "XOX" FRAME " DETAIL, SHEET 116, ,REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A FROWJCT RENEWED as comply 9lvhb the Florida RahBGg4e0e ecepmace zl •1 2 0 1 3 FtteIIB Dh N009(LK.T REVISED e whb the NNW %Z. 9 L ~ 1 !/2r /as Lucas A. turner, P.E. PE 568201 Mechsnial FRAME ASSEMBLY _ TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB Gm, "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 °X" FRAME JAMB 1 "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL Gr" 3725103 Ore• 771010.7 5123105 12/17/02 FRAME HEAD OR SILL H C NO CHANGE THIS SHEET NO CHANGE THIS SHEET O ADO ITEM 89 By Gera #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN MAIN FRAME ASSEMBLY DETAIL 1070 TECHNOLOGY ORNE NOKOMIS FL 34275 P.O. BOX 1529 1101(0MI5, FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL Visibly Better 0 rm: A 1.159" 2.139° O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A CA•740 NTS .095" -I .440 CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 _l. .434" 2.854" .062" NOM. 11 a 13 3.544° .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 7045.8 .062" NOM. 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A PRODUCT 15PN WED ss sa.. b•l, 55; 00adu e� � • 17;„;',s .hot GSyx • BY - hAtast , , . YDAIR - "40 B 2.919" fr,�2 /cam 4yxs 5. l'otns., P. S. V'E $58201 Mechanwal ITEM DWG # POT. # PARTS LIST DESCRIPTION 7002A 2 3 4 1155 7008 7003A 98 X 1 QUAD PH SMS FRAME CORNER KEY 1155 7017 98 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 8 7009 9 7024 10 7026 11 12 7014 13 1157 14 7013 15 7015 16 7028 17 7027 18 7030 19 7031 20 21 7032 22 23 - 7033 24 7022 25 7023 26 30 31 32 33 40 7036 41 7042 43 1224 44 45 46 50 55 67 68 1634 7006 51 7040 52 53 1635 . 7004A 69 7011 70 7012 71 7019 72 7018 78IPQA 781PQA 67017K 78X78PPSMS 78587A 710x12PP 6TP247 6163K 61635K , 61976 78812PSTW /B 67004 712XIPPT 711573 MAINFRAME - 11EAD, SILL & IAMBS I2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE SASH -TOP, BOTTOM. & SIDE, RAILS SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE P10 X.362 P1L PN. TYPE I•' MULTI-LOCK KEEPER (R.H. & L.H.) 48 X .875 PH. PN. SMS TIE BAR (3UB)E 'IJE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 48.32 X.375 PH. PN. TYPED STUD BRACKET (L.H. & R.FL) 08 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 910 X .500 PFL PHL. 5/16" LAMINATED (118A & 141H5 GLASS) .090INTERLAYER - SOLUIJA OR DUPONT PVB 3/16" LAMINATED (1/8HS & 1/8HS GLASS) .090 INTERLAYER . SOLUTTA OR DUPONT PVB 7/16' LAMINATED (3/16A & 3/36103 GLASS) .090.NTERLAYER- SOLUTLIOR DUPONT PVB 7/16° LAMINATED (3/161-33 & 3 /I6HS GLASS) .090INTERLAYL•R - SOL.UTIA OR DUPONT PVB GLAZING BEAD (5/161 GLA7.NG BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE -DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED.. _ CASEMENT SCREEY CLIP #8 X.300 SQ. PN. TEK SMS CASEMENTFRAME ASS'Y. TUBE 412 X I" PH. PHIL TEX. LOCK SLPPORT PLATE LOCI( SPACER SNAP -ON T HA.YDLE KNOB 7FLDHD FOLDING I IANDLE send a F.X. �erae as F.K. R"n°EV F K PI( aw: 3,25.113 om 7/10413 6/.23.)5 Dare. 12/17/02 amn,n,: 8 Nausea. C >firvh„eq D cm aBA ADD 13/16 - /.G. GLASS S NO CHANGE 1713 324EET twin G BEAD ADD EOU1V. TO ITEM 44. SIUCONEAND ADD ITEMS 87.88 AND 89 1070 TECHNOLOGY DRIVE 21080428P1 34275 PO. 80X 1539 NOK0:498. FL 34274 PARTS UST CO(' T. ITEM 73 74 75 SO 81 82 83 85 86 87 88 89 DWG ti 7023 701'6 7003A 1153 7010 7007 7047 7071 par. # 70834A 781PQA 67407 13/16° 13/16" 13/16" 67071 DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCI( KEEPER 68 X .750 QUAD PN SMS FIXED WINDOW FRAME' - HEAD, SILL & JAMBS 48 X1 QUAD PN SMS PIXIOD FRAME CORNER I.MY INSTALLATION HOLE COVER GLAZING BEAD (13/16" LG.) LG. GLASS (1/8933, AIR SPACE, 5116 "LAMI) 5 /I6" LAMI= (2) LIrE.S OF I/8913 GLASS WITH AN.0901NTERLAYER- SOLUTIA OR DUPONT PVB LG. GLASS (1/8 "108, AIR SPACE, 7116 "LAMI) 7/16" LAMI 3/16A & 3/161IS GLASS WITHAN.090INTRRLAYER - SOLUITA OR DUPONT PVB LG. GLASS (1/811S, AIR SPACE, 7 /16 "LAME) 7116" LAMI 3/16105 Sc 3/1633 GLASS tVITH AN.090 - SOLUTLA OR DUPONT PVB CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .050" Visibly Better .523 " ^ � 1 .865" 0 5/16° GLAZING BEAD MAIL: 8063 -76 DWG# 7036 .865" ® 41 7/16" GLAZING BEAD MAT'L: 6063 -76 DWG# 7042 CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 993" 289" .040" I .172" .870" f [ __._1 {- .569" 85 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 —1 1.124"- .125" .062" .050" .093" -� 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -76 DWG# 7004A PARTS LIST & EXTRUSIONS _..�.- ALUMINUM CASEMENT WINDOW, IMPACT c a s�. an CA.740 NTS 12 M 13 7045 -8 INSTALLATION HOLE COVER MATL: 6063 -76 DWG# 7007 i 2.701 y rREymeb 6,2 14t9 + ay r/l .I 1 1 0 8 , 4 Meal w:: -e PROW,' RF.NEWO) as coalplyfa8wii4 fhe IYo1108 '3a181a313.5 a ALLs50V.V. 11 b Pa+Ance Co 13 Lucas A. Toner. P.E. PE 058201 Mechanical .— A 2x WOOD BUCK (SEE NOTE 3) — 1/4" MAX. SHIM —°I �-- ASEE " &weer Dare DOm Yepar D.Ue: F.K. 12117/02 1 112" 4� MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM A SEE NOTE 1 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —•- 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK SEE NOTE 4 A SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --i r -- A SEE NOTE 2—, {. 7 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK i 1/4" MIN. FIXED UNIT FRAME TO CONCRETE ' ,NOTES: A 1. OR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCQNS OR .1/4" 4" 1 $4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM AtVCHOR CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ", 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. 2nxd U84: R a wpm D +.Marm' Fit 3,750.1 8 NO CHANGE THIS SHEET ANCHORAGE DETAILS ka.ad er Derr p.flanc 1070 TECHNOLOGY DRIVE Pic 7/1003 C NO CHANGE THIS SHEET NOKOMIS, FL 34275 r `� p _. ALUMINUM CASEMENT WINDOW, IMPACT F.K. 8/23105 0 REVISE NOTES AND REMOVE 311V TAPCONS d 214 SCREWS P.O. BOX 1324 NOKOMW. FL 34274 Viably Better CA-740 NTS 13 a 13 A SEE NOTE 4 Damp. 7045-8 A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ---' A SEE NOTE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. A SEE NOTE 4 ttgtt{jllltt� , 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT ROMEO w14b the nosh . 49 eaaawP4TtnR %Wien Cede Ageepcnu Na • • Vote iWS C 1 (i' Lucas A T umor, P E. PE 958201 Mechanical BUILDING CODE COMPLIANC afOFFICE (BC .6 0) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA' reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and n • esigned to corn • the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "SGD -7 -: Aluminum Sliding Glass Doors w / wo Reinforcemne APPROVAL DOCUMENT: D .wing No.PGT0002, titled "Series 770 Alum SGD -LMF', shee 1 through 23 of 23, prepared by PTC, LLC, dated 01 , •._10, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami - Dade County Product Control Approval s . ' -- •_ 'ce of Acc • tance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Limitation: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. MIAMI•DADE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 09- 0826.10 Ex 'i 'ration Date: February 17, 2015 proval Date: February 17, 2010 Page 1 PGT Industries • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0002, titled "Series 770 Alum SGD -LMI ", sheets 1 through 23 of 23, prepared by PTC, LLC, dated 01/06/10, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pressure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL- 5993, FTL -6036, FTL -6001, FTL- 6014, FTL -6015, FTL -6017, FTL -6023, FTL- 6024, FTL -6025, FTL -6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 08- 19 -09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. 2. Glazing complies with ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas (ID Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours, for "DuPont Butacite ® PVB ", expiring on 12/11/2010 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 08- 19 -08, signed by Robert J. Amoruso, P.E. 2. Letter of Lab compliance, part of the above test reports. G. OTHER 1. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by BCCO. E -1 144). Lle J Idaaq 1. Chanda, P.E. Product Control Examiner NOA No. 09-0826.10 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Wood 8wews (Head, 81118 Jamb n. Type Mtn. Emb Min. Ed 112 Wood 80rew 1 3/8" 1" WooCrrte•Flex 834 1 318' 1" GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR . GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED - SOP a .090 DUPONT SENTRY GLAS PLUS DBPVB a .090 DUPONT BUTACITE PVB ED: (2) LITES OF 3 /16" HS GLASS WITH AN .090 DBPVB INTERLAYER. -r 6° LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SCP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS HS GLASS WITH AN .090 D INTERLAYER. G4A - 9/16° LAMINATED: (2) LITES OF 1/4' HS GLASS WITH AN .090 SOP INTERLAYER. G5 -1' LAMINATED 1.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER O6 - 1" LAMINATED I.G. 3/16° TEXT. CAP + 3/8° AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 NE INTERLAYER. G5A -1" LAMINATED I.G. 1/4° T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. GOA - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/18" AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 SOP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, T WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 16. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8. REFERENCES: TEST REPORTS FTL -5980, FTL -6993, FTL -6001, FTL- 8014, FTL-6015, FTL -6017, FTL -6022, FTL- 6023, FTL -6024, FTL -6025, FTL- 6028, FTL -6031, FTL -8033 AND FTL -8036, DATED 8/7/0 ELCO TEXTRON NOA: 07 -0426.01, 03 -0225.05, ANSVAF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING THE HIGH VELOCITY 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPUCABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 24). A. D.LO. WIDTH = PANEL WIDTH - 7' B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25• NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS, 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16° ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4° ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 60063 -75 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMUAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6. IF SILL 15 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 15 NOT REQUIRED. IF USED. NON- SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1 /4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 8MaiOF COW Arad Sy: g"rn SMC 01/06110 Reddens MC 11/18709 A 081167 rete cr Minimum Embedment and MInknum Edge w qt/ ro erd$ ambit PER MIAMI A4DE COMMENTS PER MIAMI DADE COMMENTS /070 TECHNOLOGY DRIVE NO(WM/$, FL 34218 P.O. EQ21629 tiC4CONI3, 1134274 Concrete Strength Requirements Type Woo UIlrecon ®oo Crete-Flex 854 G. 1/4" 5118" 114" 1N 278b psi 3500 psi 3360 pal DelnIUons: Emb. " Emb8dmen1 Ede Edge) 10/80ce Min.. Minimum CONCRETE SCREWS STRENOT148: FyM98. "" 135 1(3! F° MIN. a 177 KW DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Strength Requirements Ungrountsd CNU °roatsd WAS A$TM °413 ARTY C-83 with 9rotA oo awning to Sections 2108.22 t2 end R808 of the Foe. MESS OTHERVVISE NOTED GENERAL NOTES AND MAP SERIES 770 ALUMINUM SW - l.MI +frraaea Ns Moe Dodo& Poe. 817D7 NTS 1 a 23 POT0002 B •0.(9 r NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5.8 ANCHORAGE 7 - 16 DESIGN PRESSURES 7 -9 ELEVATIONS 15.16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS UST 21 EXTRUSIONS 22 -23 HAT COME INTO CONTACT 9. HURRICANE ZONE (HVHZ). Robed J. Amoroso, P.E. PE 549752 k" P11 • 3 FAX 321 Head and SW I Jantks Concrete Concrete Un•orouted CAW GrwnedcMU Tye tile. Win. Emb. Mn. Ed Ain. Mnb. I/o. Ed Mtn. Mute Min. Ed Moo Wkaeon 1/4" 1 318 2 1/2 1 1/4 2 1/2 1 3/4 2 1/2 8118" 1 3/4 1 174 1 114 1 9118 1 3/4 2 1/2 Not Rooatnmended Eko t wbP1ex 584 114" 1 314 2 1/2 1 1/4 2 2(2 Nd Ro coaneaded GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR . GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED - SOP a .090 DUPONT SENTRY GLAS PLUS DBPVB a .090 DUPONT BUTACITE PVB ED: (2) LITES OF 3 /16" HS GLASS WITH AN .090 DBPVB INTERLAYER. -r 6° LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SCP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS HS GLASS WITH AN .090 D INTERLAYER. G4A - 9/16° LAMINATED: (2) LITES OF 1/4' HS GLASS WITH AN .090 SOP INTERLAYER. G5 -1' LAMINATED 1.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER O6 - 1" LAMINATED I.G. 3/16° TEXT. CAP + 3/8° AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 NE INTERLAYER. G5A -1" LAMINATED I.G. 1/4° T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. GOA - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/18" AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 SOP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, T WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 16. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8. REFERENCES: TEST REPORTS FTL -5980, FTL -6993, FTL -6001, FTL- 8014, FTL-6015, FTL -6017, FTL -6022, FTL- 6023, FTL -6024, FTL -6025, FTL- 6028, FTL -6031, FTL -8033 AND FTL -8036, DATED 8/7/0 ELCO TEXTRON NOA: 07 -0426.01, 03 -0225.05, ANSVAF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING THE HIGH VELOCITY 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPUCABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 24). A. D.LO. WIDTH = PANEL WIDTH - 7' B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25• NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS, 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16° ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4° ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 60063 -75 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMUAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6. IF SILL 15 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 15 NOT REQUIRED. IF USED. NON- SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1 /4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 8MaiOF COW Arad Sy: g"rn SMC 01/06110 Reddens MC 11/18709 A 081167 rete cr Minimum Embedment and MInknum Edge w qt/ ro erd$ ambit PER MIAMI A4DE COMMENTS PER MIAMI DADE COMMENTS /070 TECHNOLOGY DRIVE NO(WM/$, FL 34218 P.O. EQ21629 tiC4CONI3, 1134274 Concrete Strength Requirements Type Woo UIlrecon ®oo Crete-Flex 854 G. 1/4" 5118" 114" 1N 278b psi 3500 psi 3360 pal DelnIUons: Emb. " Emb8dmen1 Ede Edge) 10/80ce Min.. Minimum CONCRETE SCREWS STRENOT148: FyM98. "" 135 1(3! F° MIN. a 177 KW DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Strength Requirements Ungrountsd CNU °roatsd WAS A$TM °413 ARTY C-83 with 9rotA oo awning to Sections 2108.22 t2 end R808 of the Foe. MESS OTHERVVISE NOTED GENERAL NOTES AND MAP SERIES 770 ALUMINUM SW - l.MI +frraaea Ns Moe Dodo& Poe. 817D7 NTS 1 a 23 POT0002 B •0.(9 r NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5.8 ANCHORAGE 7 - 16 DESIGN PRESSURES 7 -9 ELEVATIONS 15.16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS UST 21 EXTRUSIONS 22 -23 HAT COME INTO CONTACT 9. HURRICANE ZONE (HVHZ). Robed J. Amoroso, P.E. PE 549752 k" P11 • 3 FAX 321 P4iook (Anchor Tendon) P41oak mounting Adapter (Author Shear) Concrete Mooted CMU Conerate °routed CWJ Type Ole. tin. Sorb. 611n. 54 bin. EmG NM. Rd Min. P.m0. I/o. id Min. imR Min. lid ®co lNtracoa 114' 1 3/4 2 112 1 3/4 2 1/2 1 34 2 1/2 1 3/4 1 1/4 Bea Crete+lox 884 1/4` 1 3/4 2 9/2 Not Recommended 1 3/4 2 1/2 Not Rooatnmended GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR . GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED - SOP a .090 DUPONT SENTRY GLAS PLUS DBPVB a .090 DUPONT BUTACITE PVB ED: (2) LITES OF 3 /16" HS GLASS WITH AN .090 DBPVB INTERLAYER. -r 6° LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SCP INTERLAYER. G3A - 9/16" LAMINATED: (2) LITES OF 1/4" HS HS GLASS WITH AN .090 D INTERLAYER. G4A - 9/16° LAMINATED: (2) LITES OF 1/4' HS GLASS WITH AN .090 SOP INTERLAYER. G5 -1' LAMINATED 1.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER O6 - 1" LAMINATED I.G. 3/16° TEXT. CAP + 3/8° AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 NE INTERLAYER. G5A -1" LAMINATED I.G. 1/4° T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. GOA - 1" LAMINATED I.G. 1/4" T EXT. CAP + 5/18" AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/18" HS GLASS WITH AN .090 SOP INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, T WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 16. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8. REFERENCES: TEST REPORTS FTL -5980, FTL -6993, FTL -6001, FTL- 8014, FTL-6015, FTL -6017, FTL -6022, FTL- 6023, FTL -6024, FTL -6025, FTL- 6028, FTL -6031, FTL -8033 AND FTL -8036, DATED 8/7/0 ELCO TEXTRON NOA: 07 -0426.01, 03 -0225.05, ANSVAF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING THE HIGH VELOCITY 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPUCABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 24). A. D.LO. WIDTH = PANEL WIDTH - 7' B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25• NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS, 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16° ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4° ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 60063 -75 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMUAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -3, SHTS. 7 -9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6. IF SILL 15 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 15 NOT REQUIRED. IF USED. NON- SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX 1 /4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 8MaiOF COW Arad Sy: g"rn SMC 01/06110 Reddens MC 11/18709 A 081167 rete cr Minimum Embedment and MInknum Edge w qt/ ro erd$ ambit PER MIAMI A4DE COMMENTS PER MIAMI DADE COMMENTS /070 TECHNOLOGY DRIVE NO(WM/$, FL 34218 P.O. EQ21629 tiC4CONI3, 1134274 Concrete Strength Requirements Type Woo UIlrecon ®oo Crete-Flex 854 G. 1/4" 5118" 114" 1N 278b psi 3500 psi 3360 pal DelnIUons: Emb. " Emb8dmen1 Ede Edge) 10/80ce Min.. Minimum CONCRETE SCREWS STRENOT148: FyM98. "" 135 1(3! F° MIN. a 177 KW DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 Masonry Strength Requirements Ungrountsd CNU °roatsd WAS A$TM °413 ARTY C-83 with 9rotA oo awning to Sections 2108.22 t2 end R808 of the Foe. MESS OTHERVVISE NOTED GENERAL NOTES AND MAP SERIES 770 ALUMINUM SW - l.MI +frraaea Ns Moe Dodo& Poe. 817D7 NTS 1 a 23 POT0002 B •0.(9 r NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5.8 ANCHORAGE 7 - 16 DESIGN PRESSURES 7 -9 ELEVATIONS 15.16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS UST 21 EXTRUSIONS 22 -23 HAT COME INTO CONTACT 9. HURRICANE ZONE (HVHZ). Robed J. Amoroso, P.E. PE 549752 k" P11 • 3 FAX 321 SEE DP TABLE SHTS. 7 -9 SI TAI S H APPROVED D.P. SEE TABLE, - ITS. 7 -9 01/05/10 11118+09 mag CAMS Xp r A Otalpftry PER MIAMI DAOECOMMEMl3 PER ANAN) MUECOMMENTS con I SEE Nu DP i 1 TABLE TV SHTS. i; 7 -9 F i 45.3. wor SEE D.P. TABLE, XXp SEE D.P. TABLE, SHTS. 7 -9 1070 7EC INOLOOYDRIVE N0 4026$ FL 84270 P.4 NOKOMIS, R 84274 SEE DP TABLE SHTS. 7 -9 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI 8eeM4C,! Bak Shia �pttn 000770 NTS 2 a 23 POT0002 SEE D.P. TABLE, SHTS. 7 -9 OXO, OXX, XXO, XXX OXXp, XXXp OXXO, XXXO, OXXX, XXXX, p MI%EY CORNER, TYP. POCKET, TYP. POCKET DO ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. is.aar 9W Kowtow w J.e.:• \GEA(3F o9' I o 48 o * b 0=* TE F : u 41 + °Nina►► Robert. Amaweo, P.E. PE 849702 SHTS. 7-9 Ai AI m \ 4- al Ant 40V,141. NMSFY 'CP NIT i AU CI l' MI rn IP Nefce1 &IVA :D r--- 'WU � BLE „n EWE? 'TS. ' n * -9 V4 NV 1 ` I:, V-1 s. SEE DP TABLE SHTS. 7 -9 SI TAI S H APPROVED D.P. SEE TABLE, - ITS. 7 -9 01/05/10 11118+09 mag CAMS Xp r A Otalpftry PER MIAMI DAOECOMMEMl3 PER ANAN) MUECOMMENTS con I SEE Nu DP i 1 TABLE TV SHTS. i; 7 -9 F i 45.3. wor SEE D.P. TABLE, XXp SEE D.P. TABLE, SHTS. 7 -9 1070 7EC INOLOOYDRIVE N0 4026$ FL 84270 P.4 NOKOMIS, R 84274 SEE DP TABLE SHTS. 7 -9 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI 8eeM4C,! Bak Shia �pttn 000770 NTS 2 a 23 POT0002 SEE D.P. TABLE, SHTS. 7 -9 OXO, OXX, XXO, XXX OXXp, XXXp OXXO, XXXO, OXXX, XXXX, p MI%EY CORNER, TYP. POCKET, TYP. POCKET DO ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. is.aar 9W Kowtow w J.e.:• \GEA(3F o9' I o 48 o * b 0=* TE F : u 41 + °Nina►► Robert. Amaweo, P.E. PE 849702 Rovi SEE DP TABLE SHTS. 7 -9 Ail La NWT" yitoU Ewan m .�,;rt SI TA I S OXXXO X)0(X0, U)XXX, XXXXX, XX)(XXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 T, 1 SEE D.P. TABLE, SHTS. 7 -9 4 OXXXXO, XXXXXO, OXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS Ask twa2x wwe° SAC Arai* Ds* iatanets ak oiro5/to PER ARAM DADE COMMENTS _ LMC 11/1649 A PER MAW E4DE COuMmTB k, ea. 01witellts SAW 0006N9 Dar I P. 50K 1528 NOKQW51 FL 341174 SERIES 770 ALUM. SGD - LMI NTS f` 1 FIGURATIONS 9 a 29 -'04 PGT0002 a Robert J. Amotueo. P.E. PE 949762 . l+A- .tR7aifAiSnBi'F4.. 3;t - 690F1769 SHTS, 7 -9 , a ♦o ` .E i$7 /AVLa V/ Itli =E ,n ` f IP .A +a VW" BLE i 0 i ;� / _ � r n �� ri Nos, kiotia %, y TS ♦.a - 9 T ' , L il mom, R •f iti . Rovi SEE DP TABLE SHTS. 7 -9 Ail La NWT" yitoU Ewan m .�,;rt SI TA I S OXXXO X)0(X0, U)XXX, XXXXX, XX)(XXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 T, 1 SEE D.P. TABLE, SHTS. 7 -9 4 OXXXXO, XXXXXO, OXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS Ask twa2x wwe° SAC Arai* Ds* iatanets ak oiro5/to PER ARAM DADE COMMENTS _ LMC 11/1649 A PER MAW E4DE COuMmTB k, ea. 01witellts SAW 0006N9 Dar I P. 50K 1528 NOKQW51 FL 341174 SERIES 770 ALUM. SGD - LMI NTS f` 1 FIGURATIONS 9 a 29 -'04 PGT0002 a Robert J. Amotueo. P.E. PE 949762 . l+A- .tR7aifAiSnBi'F4.. 3;t - 690F1769 APPROVED CONFIGURATIONS: SAW 1 Road 11$ hatel sera oxxxxxo, xxxxxxo, oXXXXxX, XXXXXXX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 r SEE DP TABLE SHTS. 7 -9 °wa 0110610 6.m if/16oP JSMC 08/08/09 SI c TA I S B R omaadbr Oft I PERMIAW DADE COMONTS PER WW1 DADEOa Y73 TABLE SEE D.P. TABLE, SHTS. 7 -9 [7l Y r0i ¶L7 oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxxxxx, XXXXXXXXp 1070 TECHNOLOGY ARNE NOKOd08. FL 31273 P.O. NOYOa&03, PL $1274 f[ar [71 waY QUALIFIED CONFIGURATIONS - N- SERIES 770 ALUM. SOD - LM! 8vofl0 cury NTS 4 d 23 PQT0002 73xVD :,q�I: CAiOVIS4:0.V.V.LIbFR90 i ilifa` wl. 1: 1:.,r 7 !d'd9N Rr 5.,•13111 ` r NEr fk7 bitil NEY fkr n ♦ca fk/fv [fit NU frr / i [4741 W -J m / / 40 LW , AEWIIii NEWLY N11 NV APPROVED CONFIGURATIONS: SAW 1 Road 11$ hatel sera oxxxxxo, xxxxxxo, oXXXXxX, XXXXXXX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 r SEE DP TABLE SHTS. 7 -9 °wa 0110610 6.m if/16oP JSMC 08/08/09 SI c TA I S B R omaadbr Oft I PERMIAW DADE COMONTS PER WW1 DADEOa Y73 TABLE SEE D.P. TABLE, SHTS. 7 -9 [7l Y r0i ¶L7 oxxxxxxo, xxxxxxxo, oxxxxxxx, xxxxxxxx, XXXXXXXXp 1070 TECHNOLOGY ARNE NOKOd08. FL 31273 P.O. NOYOa&03, PL $1274 f[ar [71 waY QUALIFIED CONFIGURATIONS - N- SERIES 770 ALUM. SOD - LM! 8vofl0 cury NTS 4 d 23 PQT0002 73xVD :,q�I: CAiOVIS4:0.V.V.LIbFR90 i ilifa` wl. 1: 1:.,r 7 !d'd9N Rr 5.,•13111 owso Or SAC. SMC EXTERIOR EXTERIOR NW ON baw 11/18/19 nede 08/06/08 fenNow 9erYNrs A Ch.dWHt 9.4: 3/16° HS GLASS .090 DBPVB 3/16" HS GLASS —+- 7/16° NOM. /4" HS GLASS .090 DBPVB 1/4" HS GLASS —+ 9/16" NOM. PER MIAMI CADE COMMENTS 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS TOES G3 314' NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A 1070 TE OLO9YDANE NON04 9. EL 90278 P.O. 8QX 1829 102,0114 FL 34214 EXTERIOR EXTERIOR 7/16" LAMINATED GLASS TYPES G4 9/16" LAMINATED GLASS TYPES G4A 3/16" HS GLASS .090 SGP 3/16" HS GLASS 7/16" NOM. 1/4' HS GLASS .090 SOP 1/4" HS GLASS 9/16" NOM. 3/4" NOM. GLASS BITE 314" NOM. GLASS BITE GLAZING DETAILS SERIES 770 ALUMINUM SGD - LMI NTS 5 d 23 o�wo PQT0002 .: 141lU14C ' sidC: r. 'd.- 447JiILilf3i9[ «b l411314ali*ILI 4E R. —gam An on O. P..E. PE 949792 Rawl p L1•C erg: SAC SMQ Dim MOM Anl/ac A ChWhip Rw EXTERIOR 13/16° . us GLASS .090 DBPVB 3/16" HS GLASS —.- 3/8" AIR SPACE 3118' T GLASS 1' NOM. I 4 TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 EXTERIOR 3/18' HS GLASS .090 DBPVB 3116" HS GLASS 6/18" AIR SPACE 1/4" T GLASS 1" NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A PER MM/ 1 DADE COMMENTS 3/4" NOM. GLASS BITE 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6A 1070 iECI1NA'AGYDRIVE NOKOA69, F19427$ NOICIAOS. R. 34774 3/16" HS GLASS EXTERIOR — .090 SGP — 3/16' HS GLASS 3/8" AIR SPACE 3/18 T GLASS 1" NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 3/16° HS GLASS .090 SGP 3/18" HS GLASS 8/16" AIR SPACE --► 1/4" T GLASS 1" NOM. EXTERIOR GLAZING DETAILS 3/4" NOM. GLASS BITE igrimi 3/4" NOM. GLASS BITE SERIES 770 ALUMINUM SGD - LMI tiefsetatat PAP daost Pak) VA Roc Robed J. Mwruw. P.E. 660770 NTS 8 w 23 PGT0002 A PEW9782 PRPPARVIII 9Y• FTC LLC A96 N 7XXi4WH — FT. PIP R74 RCX:KI FIY1F Fl 32346 PM• 511.0901188 FAX 3214191.1799 DESIGN PRESSURE AND ANCHORAGE -UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL H & LY TAPO3N SHEET TABLE1. a HEAD & SLL (Ii&S) INTERLOCK > 44/13 ANCHOR QTY. >P-I400K GSA - 7 /16°LAft6MTE0 LOU. -(1/4° STRAIGHT & CORNER ASTRAGAL CLUSTER R.US INTERMEDATEANCHOR QTY. 1 - 4 PAPS. ANCHOR QTY. -. CON (FORNER 54 CRETEfLIEX ATRACON TEMP. / AIR/ 3/16" H.S. 4) `#12 STEEL SCREN(G5) " SEE AP H0RAGENOTES1 & 2 ON 8, 1. UNIT HEIGHT 80 84 90 [ 6 +48,57 PSF NOM. PANEL WIDTH FRAME SIDE { ON= - Z6 ONOO -£ QOOM -v'Z 3NO3 - Z' ONOO - aaoM- 0 7 ONO3 - Z `� ONOO - £ 4 -WOOD 1 ONO O- Z' 1.1 }'JNOO-£ - COOM GLASS TYPE - 3, 3A 5, 5A +60 -60.0 +60 - 60.0 +80 -60.0 +60 -60.0 24 - d H&S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 04 +2 C4 +1 C4 +1 C4+2 C4+1 C4 +1 C4 +2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 5 5 6 6 5 5 5 5 6 5 5 GLASS TYPE -3,3A 6, 5A +60 -60.0 +60 - 60.0 +80 -60.0 +60 -60A 30 H8S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4+2 04+1 04 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 Pa I ,;,S !air JON 5 . 5 5 5 5 5 5 GLASS E -3, 5, 5 +80 80.0 +60 80.0 +60 -60.0 +60 -80.0 36 2 1-165 C4 +1 04 +1 04 +2 C4 +1 C4+2 JAMB' 10 10 10 10 10 10 10 10 10 10 10 10 P-H00 5 5 5 5 5 5 5 5 5 5 5 6 GLASS TYPE - 3, 3A 5, 6A : ,, .80.0 +60 -60.0 +80 -80.0 +80 -60.0 42 snyauy H&S C4 +1 C4 +9' C4 +2 04 +1 04 +1 C4 +2 C4+1 C4 +1 C4 +2 C4 +1 04 +1 C4 +2 JAMB 10 10 10 10 10 10 10 • 10 10 10 10 10 P -HOOK 5 5 6 5 5 5 8 6 6 6 8 6 GLASS TYPE - 3, 3A, 5, 6A +60 -60.0 +60 - 60.0 460 -60.0 +80 -80.0 48 =MOW H&S C4 +1 C4 +1 C4 +2 C4 +1 04+1 04 +2 04 +1 04 +1 C4 +2 04 +1 C4 +1 C4 +2 JAMS 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 6 6 6 8 6 B 6 7 7 7 TABLE 1A SILL HT. VS POS. DP SLL RSE ( +) DESIGN PBGIff LOAD FLUSH 1 -1/2° WA LOW 2 -1& +48,57 PSF WED 3.1/4° +80.0 PSF HGH 4° +80.0 PSF SEE NOTES 1 -3 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2. WHEN USING THE 21/2° SILL, POSITIVE WATER OP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 80.0 PSF MAX. (NEGATIVS PRESSURES UNCHANGED). SEE TABLE 1A. 3.4 ", 31/4" AND 2112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2° SILOS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. a,e° R000as limed Ite SME am 01125/10 triage MEM Cat 08/0559 RNdmc a A 01wW PER MIAMI OWE CalSWETRS PER NAM/MXOOIalE,VTS Dm* a 10707EC VOLOCIY DRIVE lNOKOU13, FL 5+775 P.O. BQK 1529 NOK0109. F1.31274 = EXAMPLE ON SHEET 10 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" EXT, 90° OUTSIDE CORNER DP AND ANCHORAGE 90° INSIDE CORNER OH HEIGHT L SEE NOTE 3 SERIES 770 ALUMINUM SOD - LMI AC'clbUE aN° awg, D Nn 800770 NTS 7 @ 23 PGT0002 OH LENGTH 1 OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER STANDARD ASTRAGAL STANDARD STILES Rye `pt ppl fl 41 • 4j6 ■ AI` 0 1 . 04• 70 4•S e a 9762 * 1 Oki I. f ., P ; a�tr F G pR1 .. " iiS.ONA...... RobWA J. Amoroso, PE. PE 999762 • -1, - .n . •(r ' o • 176 DESIGN PRESSURE AND ANCHORAGE • UN-REINFORCED - HEAW OUTYSTILE -STANDARD ASTRAGAL TA54E2. 04- 7/WLAMN47EOGLASS (3118'48./ 30P/ 3/16'H9) 1) `1/4'0.00 LL1RACON(FORNEA.Y TAPOON 04A 8/10' LAMM50ISA8S (1/4448. /80P /1/4 H8J 2) 414 884 018E -ILEX 06- 7118' LAMMED LO.U. - (3118' 1HuP. /AR/ 3/16 I SGP /3115' HS.) 3) '5(6' LLlRACQV 084- 7 /16'LAMk1EDLGU -(114 'TRW. /AR /3116'118.1S0P/3116' H8) 4) '4128160_808N(G5) • BE ANCHORAGE NOTES 18 2 ON SHAT 1. SLL RISE UNIT HEIGHT H8OHT 84 FLUSH - 1 -1/2 NIA 102 108 114 120 NOM PANEL WIDTH FRAME 810E moo ONOO-E q 4 ONOO-L'L ONOO-E QOOM• 4'Z ONOO- L'l ONOO-E QOON • 4'Z ONOO-VI. ONOO -E QOOVI -4'L ONOO-L'6 ONOO -e QOM h'Z 3NOO ONOO -£ QO -4'Z ONOO-n. ONOO-E QCQM- 4'L ONOO-Z'6 MOM -4'L GLASS TYPE - 4.4A8.OA 60.0 60.0 60.0 -500 600 60.0 800 -60.0 50.0 -60.0 80.0 -60.0 80.0 -600 60.0 -60.0 24 p@ d $$ H&S C4 +1 C4 +1 C6+2 C4 +1 04 +1 C6+2 04 +1 - 04+1 C8 +2 C4 +1 C4 +1 08 +2 04+1 C4 +1 08 +2 04 +1'04 +1 08 +2 C4 +1 04 +1 08 +2 C4 +1 04N C6 +2 JAMB 10 10 10 10 10 10 1 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOT( 5 3 5 5 6 5 6 5 5 5 5,5 8 88 6 8 6- 6 8 8 6 6 6 GLASSTYP - 4, 60.0 800 60.0 -600 80.0 -80.0 60.0 60.0 60.0 600 80.0 -80.0 60.0 60.0 60.0 80.0 30 1 1 1 H&S 04 +1 04 +1 06+2 04 +1 04 +1 08 +2 04 +1 0.4 +1 08 +2 04+1 0 4+1 06 +2 04 +1 04 +1 C6+2 04 +1 0441 C8+2 04 +1 04 +1 C6+2 04 +1 04 +1 06 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 8 8 6 5 5 5 5 5 5 5 6 6 6 6 6 8 8 8 8 8 6 6 8 6 GLASS TYPE -4, ' 8,8A 80.0 - 80.0 60.0 80.0 60.0 -80A 800 -60.0 800 40.0 600 -600 600 40.0 600 -600 38 Q a 4488 04+1 04 +1 06+2 04 +1 04 +1 08+2 04+1 04+1 06+2 04 +1 04+1 06+2 04+1 04 +1 08+2 04+1 04+1 06+2 04+1 0.4 +1 06+2 04 +1 04+1 06 +2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 6 5 5 5 5 5 5 5 5 9 3 6 6 8 8 8 6 8 7 7 7 7 7 7 GLASS TYPE - 4,4A8,6A 80.0 600 80.0 60.0 60.0 400 80.0 •60.0 80.0 60.0 800 60.0 6006�0 550 7 80.0 42 -5 1488 04+1 04 +1 C6+2 04 +1 04 +1 08 +2 04 +1 04+1 06 +2 04+1 C4+1 08 +2 04+1 04+1 08 +2 C4+1 C4+1 06 +2 C4 +1 04 +1 08 +2 C4.1 04 +1 08+2 4+053 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 8 6 8 5 8 6 6 6 8 8 6 8 7 7 7 7 7 7 8 8 8 8 GLASS TYPE - 4.4A8,8A 600 60.0 60.0 600 800 800 60.0 -600 60.0 -60.0 60.0 -60.0 60.0 -60.0 BOA -600 46 1488 04 +1 04+1 08 +2 C4 +1 C4 +1 06+2 04.1 C4 +1 C8+2 C4+1 04+1 C6+2 C4+1 - 04+1 06+2 04 +1 C4 +1 C6 +2 04 +1 04 +1 C6+2 C4+1 C4 +1 C8 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 8 5, 5 8 8 8 6 8 6 7 7 7 7 7 7 9 8 8 8 8 8 9 9 9 GLASS TYPE -4, 4A, 8, 8A 60.0 800 60.0 -600 60.0 - 80.0 600 -80.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 913" HIGH 54 p Z 468 C4 +2 04 +2 0.6+2 04+3 04 +2 08+2 04+2 04 +2 05+2 C4 +2 04 +2 05 +2 JAM6 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 6 6 8 6 6 7 7 7 7 GLASS TYPE - 4.4A,6,8A 600 -500 50.0 60e' 600 80.0 60,0 1468 04+2 04 +2 05+2 04 +2 04 +2 05+2 04 +2 04 +2 0.8+ C4 +2 04 +2 05+2 C80) C 80) JAMS 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 8 8 6 6 7 7 7 7 7 8_ TABLE 2A SILL HT. VS POS. DP SLL RISE ( DESIGN H8OHT LOAD FLUSH - 1 -1/2 NIA LOW -2-11' +46.87PSF WED - 3.114' +80.0PSF Haiti -4 •60.OPSF SEE NOTES 1 -3 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31 4' SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 80.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21/2 ", 3114" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. A■aJe,s tai aasae,: 846) LK* 01A6/10 ,Me arm 111s flair 8/AC tlnOw Oat 107c Oalse SIMC 08/08/09 Rerddoar PER SOW DADEGO M ENTB PER MASS DADE/ M8 Ewa 1070 7170003LOOY DRIVE NOKOMIS. PL 35075 P.O. BOX 1028 N2X0b/S R. 34274 = EXAMPLE ON SHEET 10 DP AND ANCHORAGE 11e SERIES 770 ALUMINUM SGD - LMI 833 36D770 PR P Al ii� ifV"FT OH HEIGHT OH LENGTH I-{ OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 Ear was aaat°oEa. Ew NTS I8 a 23 . PGT0002 B (171- t N C Y R I R V U F 1 I S T W O ' ( 7 R STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90 INSIDE 8 OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' , $ J UItS4 Q •4/4• \CElyg .op. �� 0 ;-v F• G ay ' I t y . A +F . W° 0 ,,,,,,,,, A 1 1 , 0 4 :::: $ Rabed Amo0*n,. P.E PE 049 57011. +805 PH. 331890.17077C(01880.178$- DESIGN PRESSURE ANO ANCHORAGE• UN-REINFORCED - HEAVY DUTY STILE - HEAVY DUTY ASTRAGAL H& TAPCON) SI-E T TABLE3. .°... 16 ,r.«...,, ." "_ GLASS 06. " LAWRIE) LOU - (Mr G6A- 7/ 16 LAMNATEDIG .U.- (1/4 TEANQHOR QTY. PER PAN. Anchor Wins: IS-CO LLTRAOON (FORVERLY - (/4 H.S./S0:11/4" H.S.) ) •1/4• SS4 CRETE-PLEL 113aP. /AIR /3M6°HS. /SGP /3/16 H.S.) 3) '6/16'LLTRACON /ARI3116 °H.S. / sop/ 3J16°Hs) 4) '9125 M.9CRGN(G6) • SEEANOH0RRGE NOTES & 2 ON s, 1. UNIT HEIGHT 00 04 90 88 NOM. PANEL WIDTH FRAME SIDE ONOO-Z'1 1 ONE* -6 DOOM -7'E ONOO-Z'I. ONOO 0Q5M - 4'Z ONOO 3NOO - E 000A-4 ONOO ONOO -6 OOOM•4 GLASS TYPE - 4, 4A It 6A 90.0 -80.0 80.0 -90.0 90.0 -90.0 90.0 24 H &S 68 +2 C8+2 C6+2 08+2 C8 +2 08 +2 C8 +2 C8 +2 C8 +2 C8 +2 C8 +2 08+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 6 6 5 6 6 6 6 8 6 90.0 409 6 GLASS TYPE - 4, 4q 6, 8A 90.0 - 90.0 90.0 -90.0 80.0 -90.0 90 H&S 08 +2 C8+2 C8+2 C8 +2 C8 +2 C0 +2 C8 +2 C8+2 08+2 C8 +2 08 +2 08+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 8 6 6 8 6 7 7 7 7 GLASS TYPE -4, 4A 8, 8A 80.0 - 90.0 80.0 - 90.0 90.0 -90.0 90.0 -90.0 36 H&S 08+2 C8+2 66+2 C8+2 C8 +2 C6+2 06+2 C8+2 C8 +2 C6 +2 C8 +2 08+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P 8 6 7 7 7 7 7 7 8 8 0 9 GLASS TYPE - 4, 4A 8, 6A 90.0 -90.0 80.0 - 80.0 90.0 -90.0 90.0 -80.0 42 H &S 68+2 C6+2 68 +2 C8 +2 C6 +2 C8 +2 C8 +2 C8+2 C6 +2 08+2 08 +2 08 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 8 8 8 8 9 9 9 GLASS TYPE - 4, 4A 8, SA 90.0 -90.0 90.0 - 90.0 80.0 - 90.0 80.0 -90.0 48 UMMtli H&8 C8+2 08 +2 C8+2 C8 +2 C8 +2 C8 +2 08 +2 C8+2 C8 +2 08+2 08 +2 08+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 8 8 8 8 8 8 9 9 8 10 10 10 TABLE 3A SILL HT. VS POS. OP SILL RSE ( +) DESIGN IBGHP LOAD FLUSH - 1 -1/Z' (WA LOW -2t/2° +46.67PSF MED - 3-1/4° +80.0 PSF HGH -4" +80.0PSF SEE NOTES 1-3 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.87 PSF MAX. AND WITH THE 31/4" SILL, POSIITVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A, 3.2 1/2", 31/4 ", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH PBC EGRESS REQUIREMENTS. bA SM0 or Raiimar PER MG4141 DADE 001 N1ENTS COMMIS 1070 TECHNOLOOY DRIVE NO 26& FLS4279 P.O. BOX 1629 NOKOAW, FL 94274 300770 da4 NTS 90 OUTSIDE CORNER HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 90° INSIDE CORNER E OH HEIGHT OH LENGTH `1 OVERHANG OH LENGTH OH HEIGHT SEE NOTE 3 DPANDANCHORAGE SERIES 770 ALUMINUM SOD - LM1 dale Gte4o� & o, 23 POT( 2 DLO WIDTH = NOM. PANEL WIDTH -T DLO HEIGHT = NOM. PANEL HEIGHT - 8.26' EQUAL TO 1 OR GREATER c...0.67 • 8 09G a 1.1 f OF •47 4i� O R 1pP :4/ ? � is�pNA� a ���� Robert J. Amoroso, P.E. PE x49762 x: 33 ?.4:2�11'SA3 {eAF�IN( 7a1R IMA 141 1+ , 1i:rt'a3 :4d3Pr c4, /:i, 11AX_ • � • • • • .�I�,Vy . IAX l id • x / x It x x MAX x = FRAME ANCHORS • AP-HONCHOR S AR MAX a x x x x x x x x x 10•MAx • 3" • • Z> •. • f • • 3' 1a MAX "x x x " x x x 21 MAX. '—'1 x " (r MA • x M L 1 8° MAX.. TYP. 24° MAX. O.C. ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1) 1/4° ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4" ELCO 384 CRETE -FLEX 3) 5/18' ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHTS. 7 -8: HEAD & SILL 8° MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7 -9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8' FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX. 0.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90 ° CORNER ON SHT. 11-12. JAMBS & P- HOOKS 6" MAX. FROM BOTTOM AND 21° MAX. O.C. UTILLZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14.15. ANCHORS PER PANEL "ARE 8' MAX INTERLOCK ASTRAGAL INTERIOR 8' MAX. THOSE AT THE HEAD AND SILL 3S CENTERLINE SEE CLUSTER DET., SHT. 11 CENTERLINE BETWEEN CLUSTERS OR THOSE BETWEENACLUSTER AND A __:� [mss[ +>•t� AARI° �L1`'' 24' MAX O.C. 1 "11i �•I EXTERIOR T 3.5" J TYP. Ragi•,r suc 0ar,�c pax cmawe7: cw: SMC 08111509 wA 8° MAX FRAME JAMB OR P -HOOK. SEE CLUSTER DETAILS, SHT. 11 3.6" TYP. (7) P -HOOK ANCHORS I T-INTERLOCK CENTERLINE 3.6' TYP. J INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 12 PER t9M0 DADS cartons PER MAIO DADE C0864E978 8' SEE NOTE BELOW 14' 8' 204" 3.8" 3.5° 24' MAX. O.C. C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL EXTERIOR EXAMPLE OXX ANCHORAGE PLAN: 1 . (3) PANEL, 48" x 98" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE C4 +2 & CORNERS a (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE L B JAMB CLUSTER /- DETAIL BELOW 2 C4 2 C4 2 04 2 / SEE CLUSTER DETAILS, SHT. 11 IOW TECHNOLOaYDRIVE =COMA R. 34278 P.0. 81;011629 KNOWS, FL 34274 x r- 8" MAX 0.0. EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE 1 . ` _ hill 11 3.5' 2.04" NOTE: SEE DETAILS 8 & T ON SHEET 14 & DETAILS TYPICAL JAM. CLUSTER FOR DETAILS MM & NN ON SHEET 15 FOR P -HOOK AP C1yQRS M. N. O, P, Q & R R°mi87 w,r>r Rx.tox 31 - J:1:10z17 =1Afy( °c.>u * €1r .T.: i,73 ;ti, x.v.::.rN:a�.re , ,ay��:nw�: •. rs : ::-�>5rr.�:•�.:eixr:;:- ANCHORAGE SPACING & EXAMPLE PLANS nn SERIES 770 ALUMINUM SGD - LMI (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING Satimatafee .470. NTS 10 . 23 POT0002 1 4.051 MIN. O.C atte I S F � 9 * bi te S ATE OF 14*** jd4: P • .................... v J PE 048762 0 r L L INT. 3.5 Kama* lag. Arad tto Dar 3.5 AS'IFAGAL dh -1 INTERLOCK CENTERLINE 1.78 2- TRACK, ASTRAGAL /INTERLOCK ANCHOR CLUSTER - C4 /MRAGAE TiFt INTERLOCK CENTERUNE er Bade wr8A>D Dower De* SAIL 08WOE919 -- 3.5 2.040 4.072 5.399 t —^^ ° 3- TRACK, ASTRAGAL! INTERLOCK ANCHOR CLUSTER - C4 WSTRAGAC DFt INTERLOCK..^7 CENTERLINE I Roisbrer avrwR PrOsone A Dam 1.78 3.5 4.051• PER UAW DAVE COA NBMI J INT. J INT.1 2.040 4-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - 04 r INT. L rAZIRAGAL INTERLOCK CENTERLINE rAITRAGAC INTERLOCK CENTERLINE ASTRAGAL OR h.-- INTERLOCK CENTERLINE 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - CS ANCHOR CLUSTER - 05 3.5 INT. 1070 TECHN r OWDRIVE NOItOA 4 Pt $42U P.4 BQX 1829 NOIKOtAIY A..94d/4 INT. 2.040 4.072 L TWA- .K,A$TRAdALIIFIElia _ ANCHOR CLUSTER - 0.5 1 2.040 ASTRAGAL aR 1 INTERLOCK CENTERLINE 1.78 L ratillAaACaR I INTERLOCK CENTERLINES R -TRACK ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C8 rA�l �3A�AC DTIt INTERLOCK CENTERLINE 7 2.040 3- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C9 1 INT. 3.5 2.040 0 J 4- TRACK, ASTRAGAL / INTERLOCK 4- TRACK, ASTRAGAL / INTERLOCK jNCHOR CLUSTER -C8 J NOTE: INT. AU. DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS 3.5 SHOWN ARE IN INCHES. 2.04 J or ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI soono NTS 11 a 23 ""° PGT0002 A � ...,, JA� R ,,,, �Q� . C ., 31q i Ng 4915 b% e l 4 • E . Robert J. Amoroso, P.E PE #497&2 r 2.04 EXT. 1 '■ 3.889 35 J 2- TRACK. 90 OUTSIDE CORNER SHOWN, 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER -C4 2.04 3.889 �t L_ aass 3 . 5 J 3- TRACK, 90° OUTSIDE CORNER SHOWN,, 3- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE1 C•0 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS r INT. INT. 3.5 i EXT. // 1 2 TRACK, 90° INSIDE CORNER SHOWN, 2- TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C8 USED FOR C5 AND C6 3.5 2.04 3.899 EXT., 2,04/ i i _ 114 - 3.889 4- TRACK, 90° INSIDE CORNER SHOWN 4-TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TEtACK CORNERS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. 'Myna ax now Korkiam 1070 TECHNOLOGY DRIVE OQJWA09 FL :NM P.O.3QX 1N!) 1134274 [nr ANCHORAGE, EXAMPLE CLUSTERS SERIES 7TOALUMINUM SGD - LMI rook 12 a 23 y:7399:19.7a'Qi re* ;k1.9:1[ fir7 /* i ls3 vig Vla. - m c mgd itr cn . p.4i_ fi: EA,:isti:i: assNbf°k 3@0710 Snit arcs Pt3T0902 Robert J. Ammo, P.E 1' MIN. E.D. TYP. EXT. 1/4" MAX. SHIM SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) €XT. 21/16" 1" MIN O.C., TYP. E.D., TYP. DETAIL E, 2 -TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) r O.C., TYP. 1° MIN. y 21118" O.C. E.D. TYP. I TYP. 1 3/8' MIN. - 1 1/4" MAX SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 DETAIL A, 2 -TRACK FRAME HEAD DETAIL B, 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION 2 1/16" 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL H. 3 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART. SHT. 1 2 1/16" O.C. 1 3/8" MIN. 2 1/16" O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J, 4 -TRACK FRAME HEAD CONCRETE INSTALLATION 9r• SMC Ors 9wa1O Lb* WOWS 0&05109 axe e *widow .4 A and°dey MINI 4.0 COMMIS P$J UAW DADS QDdA$I171 Ors 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3. SHT. 1 SEE ANCHOR NOTE 6 SHT. 1 (1/4° MAX.) 1 3/8" MIN. 21/16' 1 "MIN O.C., TYP. E.D., «I TYP. DETAIL F, 3 -TRACK FRAME SILL WOOD INSTALLATION ONCRETE SEE CHART SHT. 1 SEE CHART, SHT. 1 tom 7&CKNO1.O0YORM NOKOMu a sum P.O. BQX 1849 20W08.9, $L 9u71 EXT- 114° MAX. SHIM 2 1/16° O.C., TYP. 21/16' O.C., TYP. SEE ANCHOR NOTE 6 SHT. 1 (1/4° MAX.) 800770 SEE CHART, SHT. 1 2 1/18° O.C. TYP. NTS DETAIL C. 2 -TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP.. CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 1/4° MAX SHIM E CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART, SHT. 1 DETAIL G, 2 -TRACK FRAME SILL CONCRETE INSTALLATION 1" MIN E.D., TYP. WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT. 1 DETAIL 1, 4 -TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5. SHT. 1 (1 /4° MAX.) 2 1/18° O.C., TYP. 1° MIN E.D., DETAIL K, 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION ANCHORAGE DETAILS SERIES T7O ALUMINUM SOD - LMI 13 r 23 SEE CHART SHT. 1 ONCRETE SEE CHART, SHT. 1 2 1/16° O.C. TYP SEE CHART SHT. 1 DETAIL 0, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1 3/8° MIN. WOOD ANCHOR TYP.. SEE ANCHOR NOTE 2, SHT. 1 trivia POTODD2 aF . S.t t. p � P •, R 1 Robert J. Amoroso. P.E. PE 049752 •.:� `x:5:1, aka CdUL .Id - 11. 31*.f t. 91. bm. 14dt I44tllk ., :9:4I9SKYLET?51P311,∎:4 SEd:D5214: CONCRETE ANCHOR TYR, SEE NOTE 1, SHT. 1 2 MO" 0.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4' MAX.) T EXT. 1 3/8" MIN. 1/4" MAX. SHIM EXT. WOOD ANCHOR TYP.. SEE ANCHOR NOTE 2, SHT. 1 DETAIL L, 4-TRACK FRAME SILL CONCRETE INSTALLATION DETAIL M, 4-TRACK FRAME JAMB WOOD INSTALLATION P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED RAID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS 1" MIN. 2.693" MIN. WOOD ANCHOR TYR, SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR 1° MIN. TYR, SEE 1/4" MAX. SHIM 1 3/80 MIN. ANCHOR No EXTTH SHT. 1 ita llJett WOOD FRAMING 1 3/8° MIN. EXT. DETAIL S, P-HOOK WOOD INSTALLATION 1° MIN. DETAIL N, 2-TRACK FRAME JAMB WOOD INSTALLATION 21118" DETAIL 0, 4-TRACK FRAME JAMS O.C., TYP. CONCRETE INSTALLATION 13/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1 3/4° MIN. WOOD ANCHOR SEE ANCHOR NOTE a SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, RETE 1/4" MAX. SHIM SEE CHART EXT. SHT. 1 DETAIL CI, 3-TRACK FRAME JAMB WOOD INSTALLATION 1 1/4 2X WOOD BUCK SEE ANCHOR 2 1/15" NOTE 3, SHT. 1 O.C., TYP. E.D. 1° MIN. DETAIL T, P-HOOK CONCRETE INSTALLATION SEE CHART SHT. 1 2.04° 1/4" MAX SHIM --.1 --E 1 ' . I" SW. 1 i 1 t I i SEE CHART 2 1/16' O.C., TYP. II I I tifilk ., - t 3.5' 111 1 TYPICAL a JAMB CLUSTER FOR DETAILS M.N. CI, P. Q & li DETAIL P, -TRACK FRAME JAMB CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 114" MAX SHIM EXT. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, EMT. 1 . SEE CHART, HT" S . 1 2.893" MIN. SEE CHART, SHT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS ONCRETE / MASONRY (GROUTED BLOCK ONLY) ONRY DETAIL R 3-TRACK FRAME JAMS MatiglIANIALLAWILI SEE ANCHOR NOTE 2, SHT. 1. ANCHOR CRY. FROM TABLES SI4TS. 7.9 PERTAIN TO THIS ANCHOR LOCATION, N 1 1 4.051" MIN. O.C. RAW 0A Dok 01/00/10 IWAkrav 8 PER MAN awe comateilv 10401{A 033 31C 11/161179 A PER MAUS DADE COMMENTS atiosl Sr Oat 30300 SMC 08/05109 1070 7ECHNOLOOY AWE NOKOMIS, Pi 34975 P.O. SOX 1629 {NOKOMIS, PI. 34274 ANCHORAGE DETAILS T ;ERIES 770 ALUMINUM SGD - LM) 83303 SOD770 NTS ant 14 d 23 333 PO1D302 97" -,- -au q.r.1; " .0';• "'" 30 M SAC P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS fi lrb11:an DMA 0,978'80 Mk: 1V13e3 issmor 03105/03 1" MIN. 2.693" MIN. DETAIL MM. P -HOOK FOR BOX RISER WOOD INSTALLATION o a -8 - -- a PANEL a TYPE a QS' a B alr 88 11 a I I II I I II DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT - 826" PER MAASDADEO MNENT3 PHIMWAODADEf®67T3 WOOD FRAMING PANEL TYPE AS' 1 3/8° MIN. 1 3/4' MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, PANEL TYPE 'IC SEE NOTE SHT. 16 a P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHORS DETAIL V, SHT.18, ANCHORAGE DETAILS 'A' &'C, SHT. 13 '-DETAIL'U', SHT. 18, ANCHORAGE DETAILS 'E' &'G', SHT. 13 XX -90 CORNER -XX (2 TRACK INSIDE 90° CORNER) L *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES 1070 TECHNOLOGY DRIVE NOKCSAS FL 34273 P.O. 3qx 1523 NOKWDB. Ft 34274 (ANCHORAGE SHT. 19, ` DETAILS'N' V', SHT. 14 1 1/4 E.D. EXT. P. 2.693 MIN. DETAIL NN. P -HOOK FOR BOX RISER CONCRETE INSTALLATION DETAIL 'BB', 8HT. 18 DETAIL 'KW, SHT. 20 HORIZONTAL. SECTION 8-B SID770 NTS SEE CHART, SHT. 1 ONCRETE / MASONRY (GROUTED BLOCK ONLY) SERIES 770 ALUMINUM SGD - LMI • ./ • SEE CHART, SHT.1 SEE ANCHOR NOTE 2, SHT, 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 810 X 1.50' PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL ANCHORAGE DETAILS / EXAMPLE ELEVATION ���i�3t ME Oft* asofvfils now Robert J. Amuse. PE 15 " 23 PGT0002 a PE 049752 P SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHT. 15 3 DETAIL 'U', SHT. 18, fj ANCHORAGE DETAILS E. OXXX (2 TRACK) & 'G', SHT. 13 EXAMPLE i: 1. PANEL 1 TYPE u 'CS' 1 1 a 8 a a 1 0 a Malanmmmemm4Cm .maaaaad DETAIL'CC, SHT. 19 •� DETAIL 'BB', SHT. 19 /DETAIL DD', SHT. 19, DETAIL 'AA'. SHT. 19:\ ANCHORAGE DETAILS 'Q' ANCHORAGE DETAILS '$' & T. & 'R', SHT. 14 SHT. 14, 'MM' & 'NN', SHT. 15 MAX. HT. SEE DP TABLES ENO OXXXp (3 TRACK RIGHT POCKET) DETAIL Yd', SHT. 18, r EXAMPLE ANCHORAGE DETAILS 'F' &'H', SHT. 13 PER M&110MDECOMMENTS DETAIL%', SHT. 18, ANCHORAGE DETAILS'8' & 'D', SHT. 13 Iewea: 8e.• RWel oee WARN 1,1e 1!/1889 a mrxe, 8 itrailtaw A OIRWlex RM iwo NOI FL PER WSW D4I c 81a T8 tamair 31140 aah 7ECawoLOer DRIVE P 14 8QX W9 NOXOAES, B.SON w XX -90° CORNER —XX (2 TRACK ANCHORAGE DETAIL 'U', DETAILS 90 °OUTSIDE CORNER) - EXAMPLE 'e'', SW DETAIL '8W, SHT. 19 1 . \- DETAIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' & O', SHT. 14 XXXX (4 TRACK BY-PASS) EXAMPLE MAX. HT. SEE DP TABLES 1 DETAIL 2', SHT.18, ANCHORAGE DETAILS 'r &'J. SHT. 13 DETAIL Y., SHT. 18, ANCHORAGE DETAILS 'K' SHT. 13 &'L', SHT. 14 1 EXAMPLE ELEVATIONS DETAIL 'BB', SHT. 19 DETAIL 'JJ', SHT. 20 1 EXT. HORIZONTAL SECTION A-A SERIES 770 ALUMINUM SOD - LMI Asb➢W PGT0002 89D1'J0 HT. 19 "-DETAIL SB, SHT. 19 NOTES: 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL DETAIL 'CC, HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SI-ITS. 7 -15 FOR ANCHORAGE DETAILS. `r 2. DLO WIDTH = NOM. PANEL WIDTH - T DLO HEIGHT = NOM. PANEL HEIGHT - 825• 'I _ . _ 'FP, SHT. .. 19, V DETAIL V, SHT. 18, 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ANCHORAGE DETAIL 'N' & DETAIL 'EE', SHT.19, ANCHORAGE ASTRAGAL. 'P'. SHT. 14 DETAILS ANCHORAGE DETAILS 'N' 'A' 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL V, SHT. 18, Yom^ ANCHORAGE DETAILS 'A' &'C', SHT. 13 `y-DETAIL 'EE'. SHT. 19, / ANCHORAGE DETAILS 'N' & 'P', SHT. 14 POCKET SEPARATE APPROVAL PANEL TYPE 'R' j 0 i — 'i Wes_ ��• 4x SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHT. 15 3 DETAIL 'U', SHT. 18, fj ANCHORAGE DETAILS E. OXXX (2 TRACK) & 'G', SHT. 13 EXAMPLE i: 1. PANEL 1 TYPE u 'CS' 1 1 a 8 a a 1 0 a Malanmmmemm4Cm .maaaaad DETAIL'CC, SHT. 19 •� DETAIL 'BB', SHT. 19 /DETAIL DD', SHT. 19, DETAIL 'AA'. SHT. 19:\ ANCHORAGE DETAILS 'Q' ANCHORAGE DETAILS '$' & T. & 'R', SHT. 14 SHT. 14, 'MM' & 'NN', SHT. 15 MAX. HT. SEE DP TABLES ENO OXXXp (3 TRACK RIGHT POCKET) DETAIL Yd', SHT. 18, r EXAMPLE ANCHORAGE DETAILS 'F' &'H', SHT. 13 PER M&110MDECOMMENTS DETAIL%', SHT. 18, ANCHORAGE DETAILS'8' & 'D', SHT. 13 Iewea: 8e.• RWel oee WARN 1,1e 1!/1889 a mrxe, 8 itrailtaw A OIRWlex RM iwo NOI FL PER WSW D4I c 81a T8 tamair 31140 aah 7ECawoLOer DRIVE P 14 8QX W9 NOXOAES, B.SON w XX -90° CORNER —XX (2 TRACK ANCHORAGE DETAIL 'U', DETAILS 90 °OUTSIDE CORNER) - EXAMPLE 'e'', SW DETAIL '8W, SHT. 19 1 . \- DETAIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' & O', SHT. 14 XXXX (4 TRACK BY-PASS) EXAMPLE MAX. HT. SEE DP TABLES 1 DETAIL 2', SHT.18, ANCHORAGE DETAILS 'r &'J. SHT. 13 DETAIL Y., SHT. 18, ANCHORAGE DETAILS 'K' SHT. 13 &'L', SHT. 14 1 EXAMPLE ELEVATIONS DETAIL 'BB', SHT. 19 DETAIL 'JJ', SHT. 20 1 EXT. HORIZONTAL SECTION A-A SERIES 770 ALUMINUM SOD - LMI Asb➢W PGT0002 89D1'J0 HT. 19 "-DETAIL SB, SHT. 19 NOTES: 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL DETAIL 'CC, HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SI-ITS. 7 -15 FOR ANCHORAGE DETAILS. `r 2. DLO WIDTH = NOM. PANEL WIDTH - T DLO HEIGHT = NOM. PANEL HEIGHT - 825• 'I _ . _ 'FP, SHT. .. 19, V DETAIL V, SHT. 18, 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ANCHORAGE DETAIL 'N' & DETAIL 'EE', SHT.19, ANCHORAGE ASTRAGAL. 'P'. SHT. 14 DETAILS ANCHORAGE DETAILS 'N' 'A' 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL V, SHT. 18, Yom^ ANCHORAGE DETAILS 'A' &'C', SHT. 13 `y-DETAIL 'EE'. SHT. 19, / ANCHORAGE DETAILS 'N' & 'P', SHT. 14 — PANEL LETTER NOTE: MOLE FIXED J f M ASTRAGAL 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. 4 INTERIOR { INTERLOCK LOCK S 7ILE LOCKSTiLE FOLD SNGLE A� lTYI SINGLE LOCKSRLE INTERLOCK LOCKSTIE uJTEALOCK ASTRAGAL F CS SINGLE " `rE OUT LOCKSTILE cD>7 R .:... RECEIVER ti INTERLOCK E► t ASTrAL SC - CORNER LOCKSTILE LE �•,° RECEIVER r FAD ASTRAGAL LOCf$RLE OUT QS CORNER .1 SfNQLE (ALL PANEL TYPES) 0 EXTERIOR LQGKS18E . 6 tNTEA1ACK MED ❑ ASTRAGAL CS CORNER LOOKS TILE :1.1 LOCKSTILE SI ASTRAGAL. SMILE AS CORNER r SINGLE �' 111, INTERLOCK . OUT RECEIVER 4 INTERLOCK LR ASTRAa4L / SA = -- IN S K , N ASTRAGAL �!;! _ . _ V I _ _ _ > ea1 TN L CI INTERLOCK C SINGLE 00 • A IC = It > . r rN LOCK/ME r SAME CF INTERLOCK K err torK cc LOCKSTILE SINGLE FC K3 I NTEfKOCK INTERLOCK L E , CORNER PP I NSTAL ® l Nt&RLOCK V LOCKSTILE iiiii RR TERLOCK LOCKSTILE FIXED t orrcanLE INTERLOCK U ASTRAL NOXcw LOCKSTILE OUT U (BOKBV) ■ ASTRAGAL ■ LOCKSTILE A ;al. INTERLOCK ,. LOCCBTKE ,s 4 . `, 90.0 • NC NS . ;�P � ; PO , tc - °1 , �� "� ' 1 . k' - ' E OF /441 ; J '• t'. 4 . . • • oR; � •N -,. .. • �q 111u - % .,. Robert J. Mumma. P.E Pt RA8752 :1:;FOir: iini : *A:1,6 ni,SF : ._. (J D LOCKSTILE SINGLE AITERLOGK J LOCKSTILE @OxOU9 ASTRAGAL 4 Our w7o TECr1 YOiDOrL17NE NCKOM*fl sw, awo ion PANEL TYPES "r J � . SERIES 770ALUMINUM SGD - LMI LLeea Jatetrwcl COMM ... t1& 34D770 NTS 17 a 23 POT0002 17R.l• I<L IA: 5 ?.11F> :11y,;H41 A 1k,,R+. _L l -1;f 0- 1'A VERTICAL SECTION DETAILS SERIES 770 ALUMINUM SGD - LMI sovno NT$ f8 d 23 POT0002 Robert .1. AmoruSA. P E PE 049752 FIXED PANEL SHOWN EXT. EXT. SILL RISERS OPTIONS FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 4.068° EXT. FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER FIXED PANEL SHOWN EXT DETAIL 'X' EXT. FIXED PANEL SHOWN 3.305 EXT. DETAIL 'I' DETAIL *LL' SCREEN AT HEAD EXTERIOR INTERIOR (ALL VERT. SECTIONS) DETAIL 'MM' SCREEN AT SILL DETAIL 'BB' Bp O.9 laWir alsftew 008110 5 D N t N e a t = 8 1 0 r 1 H 8 N O A PER MAW 4400 Own* ariedm28t qb, sMC 08g35/09 RAJ Rase liersdlp DET AIL 'EE' tea: sue PER MA WCE COMMENTS AT MIDSPAN DETAIL 'DD' (FIXED PANEL) INTERIOR (ALL HORIZ SECTIONS) EXTERIOR `ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1 -3, SHTS. 7 -9 FOR DP (PSF) ASSOCIATED WITH STILE l07o TFCHNOLOGYDRlVE NOKd/S, Ft 94275 NOMA FL 94274 beeksbtol0 Salt 800720 NTS PRFPARFII RV• rr IR: AT MIDSPAN DETAIL'GG' (FIXED PANEL) s a 894 N rfl4RWFl DETAIL 'NM' SCREEN AT JAMB HORIZONTAL SECTION DETAILS SERIES 770 ALUMINUM SOD - LMI Er. Pcraona a fir. ATF 1:78 RTIf KI FY1e3F 00 LAMES /j ° I N I E OF :40 Ro0m1 J. Amman, P.E. PE 1788 640782 F 97108. PH: 191.207VC t.52O -1782 DETAIL 'CC STANDARD ASTRAGAL AND STILES DETAIL 'CC' HEAVY DUTYAJTRAGAL AND STILES AT MIDSPAN DETAIL 'FP (FIXED PANEL) DETAIL'HH' DETAIL 'II' ART■TIAT DE. SMC Itwdf✓x awe AMC fvfasv Asa Arany *Muter Dew taseadey amr DETAIL 'JJ' DETAIL 'KK' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) (90° INSIDE CORNER, 2 TRACK SHOWN) PER 10AMa0ECOMEMs 1070 WOHNO.00rARNE NOXOABS, FL sa7B P.O. BOX 1020 MOWS FL 3074 HORIZONTAL SECTION DETAILS, CORNERS mr SERIES 770 ALUMINUM SGD - !MI sGO77O 4 N � liMegbAlt TS 20 s 23 ' ASTMS A I YP rr PBFPARFTTA CTLT: 535N f:TlAAWFII AT ATF f:2RRrU:NLF ,F Fl :TAMA PH ATt-*AQ -riPol FAX 7N.AM -11# 210 POT Dag 6 GLASS LAMINATED IG 3/161. 7118 LAMINATED HT -HT PVB 211 17308 GLASS LAMINATEDIG 1/47.7/16LAkINAMEDHT -HTPVB 212 17303 GLASS LAMINATED* 3 /167 -7 /16 LAMINATED HT -HT SOP 213 17309 GLASS JAMIVATEDIGU4T- 7 /18LAMINATEOHT -HTSGP REM POT Dag 6 PGT.6 Descdpnon 80 17308 617308 2.TRAO< HEAD 81 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 62 17309 817309 TRACK HEAD 63 17312 617312 - TRAO( FEAR 64 17314 817314 FRAME SCREW COVER 85 17317 617317 RIME HEAD/JAMB ADD-ON 67 17304 817504 2.TRACK SILL 17301 617301 2- TRACT( SILL WIM SCREEN RAIL 9 10 17307 17310 617307 617310 TRACK SILL TRACK SILL 11 11313 617313 FRAME 56± 1RACI( INSERT 12 17315 617315 FRAME SILL SCREEN ADD-ON 13 17316 611318 RAM& SILL SCREEN END ADD-ON 73 17305 617305 2 -TRACK JAMB 74 17302 617302 2 -TRACK JAMB WON SCREEN RAIL 75 17308 617308 TRAO( JAMB 76 17311 817311 TRACK JAMB 77 17322 7103239 SILL RISER -0 78 17319 817319 SILL RISER - 01-01.1090 79 17321 617321 SILL RISER - LOW FLAT 80 17318 617318 7 RISER • LOW HOLLOW 81 17355 817355 SILL RISER - MED FLAT 82 17354 817354 -ILL RISER - MED HOLLOW 83 17320 817320 SILL RISER - HIGH HOLLOW 17323 17333 617323 SILL RISER - HIGH FLAT 817333 POCKET DOOR P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 - OCKE'T DOOR P•HOOK MOUNT 28 17335 617335 - -HOOK COVER 30 OPTIONAL 17348 PARTS 617348 •OCKET'DOOR P -H001( FOR BOX RISER NOT SHOWN IN DRAWING) 40 4319 812258 SCREEN SIDE RAT. - LOCT<S1ILE 41 EXTERIOR FIXED PALL RETAINER 7LOCKWGSK SCREENLOCKSET /1739 HANDLE KIT • PRERI0R RAISED WITH TILUMB TURN 41818 SCREEN KEEPER SPACER SET 71740 8152 68162 SCREEN INTERLOCK ADAPTER 781825N 4428 84428 SCREEN DOUBLE INTERLOCK 76178 4317 4318 612258 612257 SCREEN T. RAIL ter EC B�7T0M RAIL 010 X314° PH PN. TEK • S.S. 868 7SRAZ STANDARD ROLLER MP. .270 X 170. FIN SEAL 668 7SRAX STANDARD ROLLER • ST SIT. 187 X 290 FINSEAL 4344 64344 SCREEN ASTRAGAL 010X11/2' 17349 617349 ° x0 SCREEN ASTRAGAL ADAPTER 810X 1° 1692 61892 SCREEN SPUNE..185 814.20 X 1" 3T. 511. 1694 61694 SCREEN SPLINE • 160 ©— 61818020 'GREEN CLOTH gIS 1726 119 7/2" x 4' x 1/16° SITTING BLOC( 1726 OUTSIDE CORNER ASTRAGAL 1° X4° X 7/18' 51111146 BLOC( 17338 202 INSIDE CORNER ASTRAGAL — GLASS 7/16 LAMINATED HT.147 PVB 203 GLASS 8118 LAMINATED HT-HT PVB 204 GLASS 7/16 LAMINATED 117447 SOP 205 GLASS 9/16 LAMINATED 147-117 SOP REM POTDvag. 8 PGT. 8 Deec9plion 80 17325 617325 PANEL 511LE 81 17328 817328 PANEL STILE (HEAVY DUIY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. - MN (INSIDE INTERLOCK) 64 1723 71729 SILL END WEATHERSTRIP PAD 85 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 88 17339 617339 HEAVY DLIIY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEAT*ERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71895 11/8' X 1° X3/4' HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY 73 8153 78153N TANDEM NYLON ROLLER ASSY 74 SILICONE DOW 899 OR 995 75 8165 78185X GEMINI MORTICE 3PLY DUAL LOCK W /LONG TRIM PLATE 76 71032XIFPFX 01042 X1 FL SS SCREW WI TYPE "F° TIP 77 7103239 10-32 STEEL ZINC U-NLIT 78 17358 617358 3116 & 7/4 OGEE BEAD HORIZONTAL 79 17357 617357 1° 16 BEAD HORIZONTAL 80 17359 817359 7/18 BEAD HORIZONTAL 81 17360 817380 9118 BEAD HORIZONTAL 82 1224 0TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 92°X1116' SINGLE SIDE ACFESIVE TAPE FOR 10 BEAD 100 8052 46052 ROLLER ADJ HOLE PLUG 101 72087 JAMB BUMPER 102 1896 71698 DUST PLUG 103 8186 76168X 1 KEEPER 104 653 7SOKE.EP SCREEN LOCK KEEPER 105 17344 817344 RED PANEL CLIP. 6" LONG 106 17352 617352 EXTERIOR FIXED PALL RETAINER 107 1739 /1739 HANDLE KIT • PRERI0R RAISED WITH TILUMB TURN 108 1740 71740 HANDLE KIT • RAISED EXTERIOR HANDLE 109 1731 781825N HANDLE K1T• RECESSED ORTROR WITH THUMB TURN 110 1732 76178 HANDLE KR- RECESSED EXTERIOR PILL 111 710X34PPSDAX 010 X314° PH PN. TEK • S.S. 112 1235 87916 MP. .270 X 170. FIN SEAL 113 1712 64068 187 X 290 FINSEAL 114 710X115PPX 010X11/2' 116 710/PPT 810X 1° 116 720411< 814.20 X 1" 3T. 511. 117 720,312X 814- 20X1.$ ST. STL 118 17336 817338 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 8117338 INSIDE CORNER ASTRAGAL — Ae+oaer Mal Sr 8840 1ess Oww 0A00110 a* 101889 OE e Relearc A A mow RJA T6resp wac 8110 Arm ex NOTE: ALL ALUMINUM = 6063 -T6 PER ADAM DADECOMME TS PER ARA/IDA0 COJWINIS Rase IWO 7Ef AVOLOGYOR/VE N010bW1 34276 P.O. 8QX /82a NOKOA89 FL 34274 ,�3'I W IIIp Fra •�' %,' pNlC;ago . 440 48762 0' L * • * * 111 PARTS LIST . cu•• • 10A 10 . c;$ " • ,, SERIES 770 ALUMINUM SGD - LMI sessuuol WWWO 0* SOW Robert J. Amwuso, P£ 886776 NTS 21 a 23 o>•ro POT0002 B PE 649162 PRF80RF11 R) PTI!'TT7: -6LISN FI ST 14TFC76 Rt1CKIM1 W FI�t3065 PN• 11.860.116& FAX 321 -010.1785 0.57 S 3'_Ls _ . 0.075" 0.062" r P -HOOK (28) MAIL 8063 -T6 4.055" r - 0.750" 0.062" 4.128" 16 Oak &ante Warm 8U0 W1/1404 A PER NNA#0ADECOIO23VB 245424 a.e" e3m34 oats 9A(C 08/0689 RJA 2.565° 0.082" 1 ,F 0.052" il 1.304" 3.125 3.25" ( STANDARD STILE TOP/BOTTOM BOTTOM RAIL (60) MAIL: 6063 -T6 (89) MAIL: 8083 -T6 -+- 1.872" 0.232' 1 .6" A 0.062° --'# 1019" 1.487° SCREEN STII.EI 0 1 .062° --...11-•-- -.-- 0.750" FLUSH FLAT SILL RISER (1 MAT'L: 6083 -T6 +-- 0.232" 0.908" 6 10707ECMNOLOOYDANE 740440174 PL 34470 P.O I477 FL 34274 3.126' HEAVY DUTY STILE (81) MAIL 6083-T8 3.206" . 2.456" 1 0.232" 3.955" 0.232" 0.082" - '.- 0.062° -'-u 0.052" • HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FIAT SILL RISER HIGH FLAT SILL RISER (24) MAIL: 8083 -76 (23) MAT'L: 6063 -T6 (21) MAT'L: 6083-T6 (10) MAIL: 8083 -T8 ( MAIL: 6083 -T6 ( MAIL: 6083 -T6 (25) MAIL: 6063-76 tamer owe Norms EXTRUSIONS SERIES 77OALUMINUM SOD - LMI lialtasedic doge SW Oativik fieDno NTS 22 b 23 PQT0002 A PRFPARFC IW- FTC 11 C Alf 14 IV IMINFI ST A,TF t PTnf P F' WW1 IN • TN4”111.171 FP W 1 -mt. /fag to � ° .0 1 -ip hiE A - J - S 4d� C� O��' °c ; NsF:::::: �. i 0752 .t7 . ; OF * 1 ` Robert J. Amaueo. P.E. PE #49762 -�^ 1.303" 0.326" 0.082' f INTERLOCK SCREW COVER (88) MAT'L:6063 -T6 0.233° 0.082° P -HOOK SCREW COVER (2 MATL: 6063-T8 3.802" 0.718° 1.060° + - 0.082" - 0.060" -+�� 0.779" 0.264" -- t .. ^ T 0.980' FRAME SCREW COVER GLAZING BEAD (SINGLE) (6) MAIL: 6083 -78 (78) MAIL 6063 -T8 1.183' 3.802" 1� 0.885" 0.080° P-HOOK FOR BOX RISER (30) MAT'L:6083 -T6 SILL TRACK (11) MAT'L: 8083 -T6 3.978" STANDARD ASTRAGAL (67) MAIL: 8063 -T6 1.003' 0.050" 0.080° 1 ° 9.757" -�I 0.550" 1.182" GLAZING BEAD (I.G.) ( 6083 48 (105)MATL: 6083 48 (108) MAIL.: 6063 -T6 3.979° FIXED PANEL CLIP FIXED PANEL RETAINER L � ` 0.281" ) HEAVY DUTY ASTRAGAL (68) IMAT'L: 6063 -T6 1.646" 0.062" 1.739° INTERLOCK (62)MATL• 8083 -T6 1.888" 2.304" 1' 0.788" 0.062" - P-HOQK MOUNTING ADAPTOR ( MAT'L: 8083 -T6 0.081' - 2 -TRACK HEAD (1) MATL: 6083 -T6 6.198' 0.081' 2 -TRACK HEAD W/ SCREEN TRACK (2) MATL• 6083 -T6 7.105' 61/ - LCv - T >sr 0.081" 3 -TRAG( HEAD (3) MAT'L: 8083 -T8 9.142' 4 -TRACK HEAD 0.081' - (4) MAIL: 8063 -T6 5.621" i T INSIDE CORNER ASTRAGAL (120) MATL 6063 -T8 Road ep Debt Rafter 8MC 114846 A 1Loei: SAC now 08 dated Rio Otl P6A WAW 810E COMMENT8 uu 1.211' - 6(11 - _L 1211" 1 1211" 0.080' 4 -TRACK S LL (10) MATL: 6063-16 6.528' 5.069' 0.080' } 0.080" 6.621' OUTSIDE CORNER ASTRAGAL (119) MAT'L:6083 -T8 3 -TRACK SILL (9) MATL: 6083 -76 6.221" 1070 TECHNOLOPYCRWE mama FL 34279 P. 94 6879 NOKOMIS FL 94771 1 11 1.605' 0.080 "2 TRACK SILL W/ SCREEN TRACK (8) MAIL: 6063 -T6 4.49' 2-TRACK SILL (7) MAT'L• 6083 -T6 1.606" CORNER RECEIVER (118) MAT'L:6083 -T6 1.993' L ' SCREEN TOP RAIL, (45) MAIL: 6083 -T6 �y�� --- 0.876' 1.9993 °' �*- 0.082' SCREEN BTM. RAIL (48) MAIL: 6083 -T6 - 1.36' 0.081' 1.505' r -- 7.106" 1.045* 0.062' 0.081° 0.081" -1 1.38' 2 -TRACK JAMB (14) MATL 6063 48 L1 4 -TRACK JAMB (17) MAIL 6083 -T6 EXTRUSIONS SERIES 770 ALUMINUM SGD - LMl eowxrcat tow SAW 6:1406. Salon NTS ' 23 w 23 PGT0002 9.141° ►� 1.36` 0.081" L 6.198° 2 -TRACK JAMB W/ SCREEN TRACK (16) MAT'L: 6083 -T8 Ant • $ 'h 4JlES q 4;74, 'G ATE OF .41 P , p . kr1 II ° Ia9 /QAfAq p... ROberid Amorueo, PF. PE 648782 7tl9Jd:1 tiartiNOR•L:zi:1:11 ?. �Ri:'/5M1f3Ra 141 •?; :l:iet•i 4iTcTTd1X 111', MYirt:' ,iff:N.S Jd1