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WS-10-16331 6 li BUILDING PERMIT APPLICATION FBC 20 JOB ADDRESS: #2.0 Ae' /O Is the Building Historically Designated: Yes Submittal Fee $ Permit Fee $ Scanning Fee $ Radon 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 Value of Work for this Permit: $ 6 6 ,6°' . Type of Work: Address DAlteration ❑New epair/Replace Description of Work: 1 11(0_, e P A y ' r 7 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Square/Linear Footage of Work: TOTAL FEE NOW DUE $ 4� SEP ***************************************F es******************************************* e Permit No. 5' ^ 1 ( 035 Master Permit Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): 4 ) 6 144 6 to A Phone #: Address: /� if f�/` City: T� t P. ,(4 State: ty� M P vll ' .� �j Tenant/Lessee Name: Phone #: Email: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: NO X Flood Zone: CONTRACTOR: Company Name: (.01 girr, re: . Phone #: 09 (=q---- Address: J 4 f6 6" c City: ( ( State: Zip: " Qualifier Name: .5 Phone #: State Certification or Registration #: , !�, /0� 3 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: DDemolition CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ 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 FI RC'I'RICAL 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 approve e1 and a reinspection fee will be charged. Signature NOTARY PUBLIC: Sign: Print: Alit) (DLI (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Owner or Agent The foregoing instrument was acknowledged before me this The fo day of cpi- , 2O 20LQ, by f /1 �) 7a1 L< Ara fokli d who is personally Ito me or who has produced As identification and who did take an oath. day o Structural Review Sign aL. Sign: Print: Contract r ing instrument was acknowledged before me thi& 7 2d U, by e S h AKL.le , who is is nat .kn wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: a i ' i , t. My Commission ExpiresN°LA PUBLIC-STATE OF FLORIDA My Commission Exp �' PUBLIC STATE OF FLORIDA Catherine A. Duffin Catherine A Muffin Commission #DD857841 °•, Bopires: MAR. 07, 2018 Commission #DD857841 e * ** ** **** * * * * * *e *a* RYVini09 a** ** * *** ** * * * * * ** e*** ********** Empires: MAR. 07, 201a APPROVED BY .2� /t� Plans Examiner Zoning Clerk • Inspection Number: INSP- 151149 Permit Number: WS -9 -10 -1633 Scheduled Inspection Date: October 12, 2010 Inspector: Bruhn, Norman Owner: DOMBROWSKY, ALAN Job Address: 1420 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ARCO CONSTRUCTION Building Department Comments NEW IMPACT WINDOWS ON THE FRONT SIDE OF THE HOUSE 11 WINDOWS Passe Failed Correction Needed Re- Inspection Fee October 08, 2010 //69VVt6 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number 305/756 -5690 Parcel Number 1132050240220 Phone: 305 -892 -6507 Page 12 of 30 Protect Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Contractor(s) ARCO CONSTRUCTION Phone 305 - 892 -6507 Cell Phone Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $210.00 $12.00 $2.40 $226.80 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address Parcel Number 1420 NE 102 Street Miami Shores, FL 33138- 1132050240220 Block: Lot: ALAN DOMBROWSKY 1 Phone ALAN DOMBROWSKY 1420 NE 102 Street Miami Shores FL 33138 305/756 -5690 1 Type of Work: WINOWDS No of Openings: 11 Additional Info: Classification: Residential Scanning: 4 Pay Date Pay Type Invoice # WS -9 -10 -38910 09/13/2010 Check #: 2089 09/20/2010 Check #: 2092 Amt Paid Amt Due $ 50.00 $ 176.80 $ 176.80 $ 0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 20, 2010 Date Expiration: 01/01/2999 Applicant CeII Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment September 20, 2010 1 Owner's Address. :. , O ff . (: City _.6/4 State Zip Tenant/Lessee Name Phone # Email 1� Contractor's Company Name Contractor's Address State- Qualifier Name S City State Certificate or Registration Contact Phone E Arcbitect/Engineer':sNatne (if applicable) Value of Work For this Permit $ Type of Work; DAdditn n • Describe Work; Miami Shores Village Bu Depa 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: {305 795.2204 Fax: (305) 756.8972 .. INSPECTION'S PHONE NU 4BER: 005) 762.4949 Alteration 3 Phone # - Total Fee Now Due $ i 1(e • V See Reverse side - :.. BY: ...:(ft-V BUILDING Permit No WS w (0319 PERMIT APPLICATION Master Permit No FBC 20 Permit Type: BUILDING ,ROOFI Owner's Name {Fee Simple Titleholder) O fWa1 DOM a ' It Phone #„.. eF ...S Job .Address (where the work is being done) City : Miami Shores Village County Miami -Dade Zip FOLIO /: PARCEL # Is Building Historically Designated YES . NO Flood: Zone ` Phone # Z i p ` 1 / Q/ Phone# . 2-c )SGT f Certificate of Competency No. Square / Linear Footage Of Work. [JNewRepairlReplae 0 Demolition S *** ***!********* *ye9r****dt*ir*Tr *** ***lydk9r** F S ir*3eR. it* : ir * **9eYr****+ riNe***4ed *** *3r*at **ic*+*** Submittal Fee Permit Fee $ 3/0 C CF $ N $ : Training/Education Fee $ Scanning $ . Radon $ : DPBR $ Double Fee $ Violation dates Structural Review. $ CO /CC $'. Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 .f applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF i OMMENCEMENT 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 ofa 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 properly is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site. g for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the r� inspection will not be approved and a reinspection fee will be charged. (Revised (1Id10 /07) (Revised 06/10/2009) State e 047 a-Lk, State Owner or Agent The foregoing instrument was acknowledged before me this / day 00 1, , 201' d, by " Al tL m hr f C who is personally t:�a. to me or who has produced As identification and :who did take an oath. NOTARY PUBLIC: Sign; � ztc - � print:. C—' '9: i i., r L 2 1 'AI�tPUnit;a mu My Commission Exp , Catherine A. Dul n Commission # DP857841 1}ivires: MAR. 07, 2013 p •+ pC?'!� °A':'HEU bTLAPfIfC ammo C4,IDiC Engineer Signatur 9FAtcri I Pei ctor The foregoing instrument was acknowledged before me this /1.). day of ,4... ,26 , by s h c•i J� :- `. who is personally known to me or who has produced as identification and who did take an oath. Clerk checked NOTARY PUBLIC: Sign;. , . A tichwort .S MyCommissif `• pine D f + S ►w i lds` com a) go* 'Va,� A 9 4rk*dt c9r9i** ak**s43r4edel i**** *di*ieaF*3a4k*: Y9r9r3e.****** *3r3r*at*** 9e9raY***aF*ne*9r*9r9edratiY*3e*dr k*dr F�t ***4***** tiRlr:Y***Y****4e**** APPROVED BY ��? Plans Examiner Zoning ADDRESS: 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: <1 6'v) PT) /Inn 41 0 i. s4 PERMIT # CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: ws )O '2 / ° c sh COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) FREEBOARD: EAST OF FL.CCCL: 0 7 3 7 7 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: Created on June 2009 PLAN REVIEWER SIGNATURE: /tre A2 - ii DATE: TZ7z DATE: f:771-0 August 23, 2010 Mr. & Mrs. Alan Dombrowsky 1420 NE 102nd Street Miami Shores, FL 33138 Re: Contract. Arco Construction Corporation will provide impact resistant windows in white frame, clear glass, casement type by PGT Windguard. The windows will consist of entire front of the house. Material: $,5677.61 Engineering, permit processing and installation cost: $1,700.00 Total price: $7,377.61 Permit cost by customer. j- 1 t t C�-c . �i..tiv Schedule of payments: �� '�'1 -�1. o� Yl �'" t. 1. At the time of contract signing 50% deposit ($2,838.81) on material and 30% ($566.67) for engineering and permit processing. Total of $3,405.48. 2. 50% ($2,838.80) at the time windows are ready to be pick up. 3. 30% ($566.67) at the time the installation of the windows starts. 4. 30% ($566.66) at completion. Mr. Alan Dombrowsky Mrs. Susan Dombrowsky Date: Arco Construction Corporation Arco Construction Corporation (signature) General Contractors/CGC 1505163/1665 N.E. 137th Terrace/N.Miami, Fl 33181 305.892 -6507 /Fax 305.892 -2379 Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 1,382 Lot Size: 11,264 SQ FT Year Built: 1956 $50,000/ MIAMI SHORES BAY PK ESTS AMD PB 56 -86 Legal LOT 5 BLK 3 LOT SIZE Description: IRREGULAR OR 13368- 3954 0787 1 COC $301,160 22208 -3785 04 2004 1 Year: 2010 2009 1420 NE 102 ST Applied Applied Taxing Authority: Exemption / Exemption/ SUSAN B DOMBROWSKY Taxable Taxable Assessed Value: Value: Value: Regional: $50,000/ $50,000/ $230,408 $301,160 County: $50,000/ $50,000/ $230,408 $301,160 City: $50,000/ $50,000/ $230,408 $301,160 School Board: $25,000/ $25,000/ $255,408 $326,160 Folio No.: 1-3205-024- 220 Property: 1420 NE 102 ST Mailing ALAN H DOMBROWSKY &W Address: $143,912 $152,620 SUSAN B DOMBROWSKY $280,408 1420 NE 102 ST MIAMI Assessed Value: SHORES FL $351,160 33138 -2622 Year: 2010 2009 Land Value: $136,496 $198,540 Building Value: $143,912 $152,620 Market Value: $280,408 $351,160 Assessed Value: $280,408 $351,160 Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES • 4 M -Dade My Home 1 My Home riamira•e. Qv Show Me: __________.... _.. ................. . Property Information Search By: Select Item ® Text only Property Appraiser Tax Estimator 1 Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: In ionnn ACTIVE TOOL: SELECT Aerial Photography - 2009 Web Site © 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information 1 Property Taxes I My Neiahborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory' Privacy' Disclaimer 0 114 ft 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. Page 1 of 2 Legend N . Property Boundary N Selected Property Street o rJ Highway LI Miami -Dade County ▪ Water http: / /gisims2 miamidade .gov /MyHome /propmap.asp 9/14/2010 Miami Shores Village 4 17 P. 7 PP,OVED - BY DATE DEPT ' , .....rY...; DEPT ('T TO COMPLIANCE WITH ALL FEDERAL i) COUNTY RULES AND REGULATIONS • • 2' 1 OS •00 • • • • • 00 • • t sk • • SO. • • • • • • • • • • • • • 00 041 • • • SO •• •0• • • • •00 • • • • • • • • • • SUBJECT TO COMPLIANCE WITH AU. FEDERAL STATE AND cOtiNn' RULES AND REGULATIONS , °■'-• L..1 SEP 2 ViR fl RS INLAM `30MONSK.y O L L O NS 1 1 4 1 _ ' I c A S i f e e s t - b ( 1 ) O J Ft, ' w 1- I.' at 0- '44mAck az" oevous E 'Re aPs-Cett EKYT (t4 ?Gri 1^) t pCruMLD 0-kPACT ZE-cpt"aTrst•->\-- V■IINDOwS Mean Roof Height 10 15 DESIGN 20 PRESSURES (PEW) • Tributary Area (So Ft) Zone 6 40 45 50 25 30 35 0 -15 ft -62.2 - 59.8 -58,0 58.7 -55.6 I -54.6 -53.8 -53.1 1 .45 01 N �;vt N m Na ^'q q 48.5 I +45.2 +44.4- +43,7 +43.1. +42.7 +42.3 +41.9 16 ft 43.1 I -60.6 -58.8 57.5 58.3 -55.4 -54.6 -53.9 -52,9 +48.4 - 53.7 +492 - 54.5 +49.9 -552 +50.6 -55.9 +51.3 - 56.6 +51.9 - 57.3 +52.5 57,9 +53.0 -58.5 +53.6 1 -59.1 +54.1 +47.1 ; +45.9 +45,0 +44,3 +43.7 I +43.3 +42.9 I +42.5 18 ft 44,6 52.1 f 50.3 - -57.8 . -58.8 - 65.9 -55.2 I +48.3 I, +47.0 +48.1 +45.4 +44.8 .. +44.3 +43.9 +43,8 -59.0 +54.0 -59.8 +54.5 -60.1 +55.0 -60.6 +55.4 41.0 +55.9 -81.5 +58.3 -82.4 +57.1 58.1 1 83.5 -61.6 -60.2 -59.0 -58,1 -572 156.4 20 R +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 ■ +44.5 22 H -67.4 - 64.8 +50.4 11 +49.0 II - 82.9 -61.4 -602 +48.1 +47.4 +48.8 -59.2 +46.3 -58.4 1I -57.6 +45.8 1 +45.4 24 ft -68.7 -68.0 84.1 -82.6 -61.4 -80.3 -59.4 -58.7 +51.3 +49,9 +49.0 +482 +47.6 +47.1 +48.7 1 +48,3 26 ft 59.8 1 -87.1 -65.1 - 83.6 -62.4 41.4 40.4T-59.6 -58.9 +522 1, +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 1 +47.1 +46.7 28 ft -70.9 1 -682 -882 -64.8 -63.4 -62.3 -61.4 - 80.6 -59.9 x53.0 1 +51.8 +50,6 +49.8 +492 +48.7 +482 i +47.8 1, +47.4 30 k -72.0 i 492 - 87.1 +53.8 I +52.3 +51.3 - 65.8 +50.8 I, -64.3 +49.9 83 2 +49.4 -82.3 1 -81.6 +48.9 i +48.5 -60.7 +48.1 32 ft -73.0 , •70.1 r - 68.1 48.5 -652 -64.1 T -63.1 i -82.3 -61.6 +54.5 j +53.1 1 +52.0 +51.3 +50.6 +50,1 +49.6 +492 +48.8 34 H -73.9 -71.0 - 88.9 +552 ' +53.7 +52.7 -87.3 +51.9 -68.0 +51.3 -64.9 +50.7 , -84.0 -63.1 -62.4 +502 +49.8 +49.4 38 H -74.8 I -71.9 89.8 +55.9 1 +54.4 +53.3 - 88.1 +52.5 -66.8 -65.7 -64.7 -63.9 -63.1 +51.9 +51.3 +50.8 +50.4 +50.0 I -75.7 ' -72.7 -70.8 -68.9 47.6 -66.5 85.5 -6 -63.8 R +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50,6 40 ft -76.5 I -73,5 - 71.3 89.7 -68.3 -67.2 -662 -65.3 -64.5 +57.1 I +55.6 +545 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 -77.3 -742 -72.1 - 70.4 -69.0 47.9 -68.9 -66.0 852 42 ft +57.7 i +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 -78.0 I -75.0 -72.8 -71.1 -69.7 -88.5 -67.5 48.6 -65.8 ft +58.34_+56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.8 +522 46 fl -78.8 -75.7 -73.5 58. . +57.3 +562 -71.8 +55.3 -70.4 +54.6 -69.2 +54,0 -682 47.3 +53,5 +53.1 88.5 +52,7 -76.3 -74.1 -72.4 -71.0 -69.8 -88.8 87.9 -67.1 48 ft +59,4 i +57.8 +58.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53,1 50 H - -80.2 1 -77.0 +59.9 +68.3 -74.8 +572 -73.0 +58.3 1I -71.6 -70.4 +55,8 +55,0 49.4 +54.5 -885 +54.0 -87.6 +53,5 52 R -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 ' 49.9 -69.0 -682 +80,41 +58.8 +57.6 +56.8 +58.1 +55.4 +54,9 +54,5 +54,0 54 fl -81.5 1 -78.3 +60.8 1 +592 -76.0 -742 +58.1 +572 -72.8 -71.6 +56,5 +559 - 70.5 +55,4 -69.6 +549 -68.7 +54.5 -82.1 i -78.9 -76.8 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 58 R +61.3 ' _+59.7 +585 +57.7 +56.9 1 +58,3 +55.8 +55.3 +54,9 60 H 43.3 40.0 j +60.6 -77.7 -75.9 +59.4 +58.6 -74.4 -73.2 -72.1 +67.8 +57.1 +58.8 -71.1 +58,1 -70.3 +56.7 Mean Roof Height 10 15 DESIGN 20 PRESSURES (PSF) • Tributary Area Sq Ft) Zone 4 1 40 45 60 I 25 30 35 0 -15B, 1611 18ft 20 ft 22ft 24R q 01' q q ql + 'Y° � + �YF I Nrn mo°Iatm'oal 101 q q q of ! ! at at o '. meta r q, q q ' 1 v /1Y t i 17 i'vY4I 26 R 28 ft 30 ft 32 fl 34 ft 36 ft 38 ft 40 ft 42 ft 44 ft q , q q,� -et �(ai'aat N m g c 'q q �.q' -55.2 +50.8 -58.1 +51.6 -56.9 +52.3 -57.7 +53,1 - 1 -54.2 +49,8 -55.1 +50.6 - 55.9 +51.3 - 58.7 +52.0 - 57.4 +52.7 -58.1 +53.3 - 58.7 +54.0 -59.4 +54,5 -60.0 +55.1 -60.6 ` +55,7 -53.5 +49,1 -54,3 +49,8 -55.1 +50.6 -55.9 +51.3 58.6 +51.9 -57.3 +52.5 57.9 � +53.1 -58.6 +53.7 -592 +54.3 - 59.7 +54,8 -52,9 +48.4 - 53.7 +492 - 54.5 +49.9 -552 +50.6 -55.9 +51.3 - 56.6 +51.9 - 57.3 +52.5 57,9 +53.0 -58.5 +53.6 1 -59.1 +54.1 -52.3 +47,9 -63.2 +48.7 53.9 +49.4 -54.7 +50.1 -55.4 +50.7 56.1 +51.3 -58.7 +51.9 -57.3 +525 57.9 +53.0 -58.6 +53.5 -54.9 +502 - 55.6 +50.8 - 58.2 +51.4 -58.8 +52.0 -57.4 +52.5 -58.0 +53.0 - 51.5 +47.1 -52.3 +47.8 -53.1 +48.5 -53.8 +49.2 -54.5 ' +49.8 -55.1 +50.4 -55.8 +51.0 -56.4 +51.5 -57.0 +62.1 -67.5 +52.8 - - meer am amoemo oN'. -NI 46 ft 46 ft 50 R 52 fl 54 ft 58 ft 60 fl °I °I q-m c q'o m m 'nqN V414 V 4 ?'44;4' co 2 at mh o c!._ at m? ?nla n m <4 VTV'eqfqf 4, 4 1 n 'mmagat�'� °t -59.6 +54.6 80.1 +65.1 -60.7 +55,6 -61.2 +58.1 -81.7 +585 -62.1 +56.9 43.0 +57.8 -59.0 +54.0 -59.8 +54.5 -60.1 +55.0 -60.6 +55.4 41.0 +55.9 -81.5 +58.3 -82.4 +57.1 -58.5 +53,5 -59.0 +54.0 -59.5 +54.5 4 80.0 +54.9 -60.5 +55,4 -61.0 ... +55.8 -61.9 +58.8 -58.1 +53,1 -58.6 +63.8 -59.1 +54.0 -59.6 +545 -60.1 +54.9 -80.5 +55.3 41.4 +56.1 -57.7 +52.7 -58.2 +53.1 -58.7 +53.6 -59.2 +54,0 -59,6 +545 -80.1 +54.9 41.0 +55,7 ding111 CalculalorsWSCE 7 -051 FIB - ASCE 7-02 Pressure Charts (0-80).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONES PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' am 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION If REQUIRED. WALL ZONE FIGURES MRH =0 -60 BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' I5 DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kda 1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10* SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED 9. READ OF POSITIVE A NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1, THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION I5 NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH I5 TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR Im1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzto1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0,85 DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY, 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE, 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. PEAK ROOF HEIGHT MEAN ROOF HEIGHT 5• ^i.. IC 1 1 REMARKS NIT ISSUE REVISE FOR 07 FRC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L, BERNARDO, P.E AND S1A1.1 NOT BE REPRODUCED IN WHOLE OR PART W1T1OUT WRITTEN CONSENT OF FRANK L BENNARDO, PE, ALTERATIONS, ADDITIONS. HIGHLIGHTING, OR OTHER MARIONOS TO 7141S DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354-0443 WWW.ENGEXP.COM CERT OF AUTH 49886 Miami Shores Building Department _ � �� _ . Product .4 $ , r°ov I Schedule / Corn t arison Chart .t d 'e. s: Permit No. Maio; ID I.r i Description ° Window a- aa .tJ �� • ' r �i� , y ° • 91 - a Rem h 0 t.: NO i zs Shutter R u rea —I l !Yc M ulti u Require j i . 2�'So es -__ C° ... § . 51103 J_ ■ MTV: : ! : -Q :. • 01 i � r^(e ' r • a • e...�.. ��rr. ...... �- ro M: > v : reM '.0 i .1i (y��:a ��' 0'o a te{/ .fir y F l 1 ,. 11111111 ' _k i ce .♦ • , _ t: • A . A • - 1 Q s , 7ft.;; • t' ►° TiMt. • � . >4 „ I � - - G'Ti!►!R� . f _,a1 Ini t: y9 . * RIVIMIL x } . irx. . - , � s 95: o � ®A 4(r .o ®SL.®e� `5.®$ -1.- - -o r MIN N _ 13�. G NO _�__ __,.. -.... • . •••• ..... -Ira .. ve • _-4, • —.. .. _..r ,.. , • -- ..... —. .. _• ._ w. • • --.111.411.1-- .. SAIL .°. _ _. ( _,,•..• .: • e - r7"e zooe e 14 x40 g 10.2 g+ eek rt t mac, --fn 13 , F i tt - t T ReQ t'\) e? i,r rO ttoNr Prat ?Gr 1 W t N D C ,„ uA-m \c.V T T; Pi\jr w�rv�gw5 • • • .. • • •••• • • • • ••, GI . ••• • • re 1 - toe -tone 7__Cv c s It R t PLAN - PoqiN,eust I 4 F g 10 . 4re-eh SrevD-rer) rc_ Miami Shores Building Department tit) Wt-) • SI A fargriiierirs .17AIMMIRIMIMMRlomixorgamd:ryium filiMM'r . • o IIIIM111111111.1111111111111111111 • q i pwrimwxyarimmTmoirinnaC/21:nnlaiur,fArMIWV:11111 NM= A akM117FTWIT:,. • APNitelC4V7IFIMVIIMINIMINNIE ftriturmaellimr 411111110411110111111MMMANINIIIIM IIINE arTMIIM47 ARV `41Or41•10 1111 • 11= 0 rain o r , or or 'oleos hurter R aired Mollioo Required Irn set 0 les e Product Approval Schedule / Com .arison Chart Address: don of Whitlow Product Acee mace fLo - 1 - ee2uN - cettemr cf.) f ?ore( 1/v1ND u Pha si Kir / NM105 Permit No. 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has and accepted by the Board of Rules and Appeals been reviewed by Miami-Dade County Product Control Division where allowed by the Authority Having Jurisdiction � o be used in Miami Dade County and other areas This NOA sh$11 not be a vlid after the expiration date valid lid after stated below. The Miami -Dade County to have this County) and/or the AHJ (in areas other than Miami Dade Co Product t Control Division (In Miami Dade or material tested for quality as surance County) reserve the right Purposes. If this product or accepted manner, the manufacturer will incur the expense P material fails to perform in the aces immediately revoke, modify, or suspend the use of such mates of such te and the AHJ may reserves the right to revoke this product or material within their jurisdiction. BORA Division that this h product or acceptance, if it is determined by Miami-Dade County Product Control This approved m�� fails to meet the requirements of the applicable building code. Code, including th High Velocity described and has been designed to comply with the Florida Building Zone. m DESCRIPTION: Series C - 740 Outswing Aluminum Casement Window - L.111.1. OVAL DO �� APPROVAL 13 of 13, dated 12/17 /02 with n Drawing No. 7045.g, titled "Aluminum moment Window, Impact", she 1 tha ou through 3 of 13, , dated 12/17/02 P.E. lion "D" dated 06(23/05 b earing the Miami -Dade County ' prepared C manufacturer, signed and Notice of Acceptance number and O Product Control Renewal Notice Acceptance , expnation date by the Miami -Dade County Product Control Division. the TIN Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, fallowing statement: "Miami-Dade County city, state and RENEWAL of this NOA shall be ty Product Contra! Approved ", unless otherwise noted herein. no RENEWAL change in the considered after a renewal application has been filed and there has been applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will in the materials, , and/or manufacture the the expiration date or if there has been a revision or change anY Product, for sales, advertising or Product or process. Misuse of this NOA as an endorsement of omply with g any other purposes shall automatically terminate this NOA. Failure to 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, Florid by the expiration date may be displayed in advertising literature. If an a, and followed it shall be done in its entirety. Y portion of the NOA is displayed, then INSPECTION: A copy of this entire NOA shall be distributors and shat] be available for ins Provided to the user by the manufacturer or its This NOA renews NOA # 05 and consists the job �sr� at the �u� of the Building Official. approval document mentioned above. page I and evidence pages E -1 and E-2, as well as The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (303) 373 -2901 FAX (303) 372 -6339 maimidad ov/bgil, thrice NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 P t rl NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1 . Manufacturer's die drawings and sections. 2. Drawin No. 70454, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05 signed and sealed by Lucas A.. Turner, P.E. 'prepped by manufacturer, B. TESTS 1 . Test reports on 1) Uniform Static Air Pressure Test, � ading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 along 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 ng with marked -up drawings and installation di casement windo �� of two ()Inswing aluminum FTL 4608 ws' p !epared b y Fenestration Testing Laboratory, Test Report No. dated 05/10/05, signed and sealed by Edmund() Largaespada, P.E. (Submitted underNOA# 05 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Mr Pressure Test, 3 ) Water Resistance Test, per FBC, TA Loading FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked6F�� Test, per FBC 2411 3.2.1 and TAS 202 -94 along w casement windows, diagram of two drawings and installation di utswin aluminum s, prepared by Fen 0 TL 4607 dated 05/10/05, signed and sealed y Edm I dooms, a Test R eport No. (Submitted un►derNOA# 05-1129.11) P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Large Missile Impact Test 'Loading 201-94 FBC, TAS 202 -94 P per FBC, TAS ZOl -94 along with m d marked-up Wind Pressure Loading per FBC, TAS 203 -94 case ment windows, p drawings and installation diagram of two outswing arum FTement prepared by Fenestration Testing Laboratory, Test Report No. dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted wider NOA# 03 0611.02)" 4 . Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading 3) Water Resistance Test, per FBC, TAS 202-94 C' 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 din casement window 8� of two outswing aluminum FTL ent windows, prepay b y Fenestration Testing Laboratory, Test R - , , , No. d ated 10/8/02, signed and sealed by Jo - .h Chan, P.E. (Submitted under 1VOA# 0 3-0611.02) E -1 Manuel Pe Product Control ' ; mi : r NOA No. 0: , 11 Expiration Date: May Z2, 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 3) Water Resistance Test, per FBC, TAS 202-94 per FBC,TAS 202 -94 4 ) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with 6 ) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 g marked -up drawings and installation di casement window, prepared by Fenestration Testingratory, Test Report vim 3582 dated 10/3/02, signed and sealed by Chan, Jos Joseph (Submitted underNOA# 03 P.E. 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 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation casement windows, prepared by Fenestration T� °f three a Test out Report No. FTL 3580 dated 10/3/02, signed and sealed by Jo g Laboratory, Test R (Submitted under NOA# 03- 0611.02) Y seph Chan, P.E. C. CALCULATIONS 1• Revised Anchor Calculations and structural 11/21/05, signed and sealed by Lucas A. Turner, es w /ASTM E 3 0p D. QUALITY ASSURANCE 98 1 . Miami Dade Building Code Compliance Office (DCCO). E. MATERIAL CERTIFICATIONS 1• Notice of Acceptance No. 05 02 their "DuPont Butacite PVB In dated 01/05/06, eN expiring o & Co., Inc. n 12/11/1 2 . Notice of Acceptance No. 06 issued to Solutia Inc. for their "San 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.F. 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 th e Aluminum Casement Window — L.M.I., approved . 0 3/06 i .� C-740 , ex . � t, : � .5 /22108. Manuel P. P.E. Product Contro iner NOA No. i ; 17 Expiration Date: May 22, 2013 E -2 Approval Date: May 15, 2008 •iTSt:1:1•- 1614110 ATII,L1• 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 W1 AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5116' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7(16' LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16 HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS AND (1) 5116" 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. ® 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) UTE 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 0 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR } -}-1 "XOX' & "0° CONFIGURATIONS SEE SHEET 7. G. FOR '-g 'XOX' & -XO" OR "OX' CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX,'XO" &'OX' CONFIGURATIONS SEE SHEET 9. ®4. 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" & r ON EACH SIDE OF MEETING RAILS MAX. 141/2' SPACING ON VENTS MAX. 13" SPACING ON FIXED UTES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3° APART AT MID -SPAN ® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" 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. '„6,' 7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. 346433 Da. 7 /142.03 iterwri F F. X. R. 4y !LS F rC 6113008 Garner ar F.K 22/11702 8 ADD 13/18• 1. G. 8 MOVE GLAZING DETAILS TO SHEET NO CHANGE MS SHEET IOx.a"c D ADO 7C HT.. GLASS TYPES FAID 6. REVISE ANCHORAGE. Chmaa ay. Visibly Batter NOTES AND TABLE OF CONTENTS Tor ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS `� 1 • 13 1 � » 70458 ( D ►f9 •. -I1?A i r.l. fv • P t D1Jr. r itV rW a coeaa4 .'3 F ".ai1i Ru1dl-T t=�� a c a 'a T: � -% 4 1/22/0 5- Lucas A. Turner. P.E. PE SEW Macba scat 1070 TECAVOLOGY DRIVE KOKOAVE. FL 84275 P.O. 1528 NO WA& FL 3 2M } x 0 } x Is l CONFIGURATIONS OPTIONS } x } 0 } i s 0 ILI x 0 x UNEQUAL UTES x) 0 UNEQUAL UTES 0 X UNEQUAL. LITES 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. 1,3,4,13 411 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED — 1/8" HEAT STRENGTHENED GLASS GLASS 3Q 31 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS taw C4- F. K. 0125,03 3/16' ANNEALED OR HEAT STRENGTHENED GLASS ( aaa 3r25+D3 7170103 aa: 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS 8 ADD 13PI8'L G. NO CHANGE THIS SHEET a Ora .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16' HEAT I--- STRENGTHENED GLASS .65" NOM. GLASS BITE ADD 13P18 LAMJ t G. WI 7J161.A MI 8 CORRECT SW LAW DETAIL. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1 /8" ANNEALED GLASS 1070 TEChNOLOGY ORNE NOXOWS FL 34275 P.O. 60X 1520 NC CM IS„ FL 34274 BGZ 13/16" 1s. 13/16" 13/16" 1.G. W/ 7/16" LAMI GLAZING DETAIL GLAZING DETAILS 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16' LAMINATED COMPONENT .090 PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE ALUMINUM CASEMENT WINDOW, IMPACT Viably Betaer 844444014.746 Nrs a 13 d r ..14 7045.8 5/16" LAMINATED COMPONENT 1 /8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE .ri e:,r: , ••• o:.::..: W ...^4 Luau I! Tumtr. P.E. PE ,56201 Mechanical Hs by FA. FA. F 2 F.K MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 1 as Dam 7/10/03 0.44 62305 yl,'VZ 1 4" MAX. , d G ANCHOR 11/2" LOCATION TYP. riec mr SEE M1D -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OPENING 4" MAX -1 �---- 37" MAX. VENT TYP. CHANGE SHEET NO. REFERENCES ACID HINGE LOCATION DETAILS IW.."YOM D M AND,E MAX NT. TO 70'A1473 MAX DLO 70 59• ANCHOR LOCATION TYP. 7" 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" MAX 134" MAX. WIDTH 5.7" MAX DAYLIGHT ._._ OPENING 13" MAX. O.C. 1 ;' 60" MAX. FIXED 1070 TECHNOLOGY DRIVE 140103109. FL 34275 BQX129 NOKOACS, FL 34274 DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 MID -SPAN ANCHOR DETAIL TYP. (2) Ve&etrcr 1 13' MAX. O.C. t 4" MAX • 4' MAX J 30" MAX DAYLIGHT -"- OPENING ELEVATION "A" - 3XOX" (SEE SHEETS 7 -9 FOR PRESSURES) s...rv"w C4•740 69" MAX. DAYLIGHT OPENING i 76" MAX. HEIGHT SEE MEETING RAIL DETAIL TYP. (4) 'HOC & 'XOX° ELEVATIONS NTS 3 s 13 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING J 1 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X' PANEL MAY SWING IN EITHER DIRECTION 141/2" MAX O.C. VENT HEAD & SILL ONLY ALUMINUM CASEMENT WINDOW, IMPACT 04."40 X `,. SEE MEETING RAIkDETAIL P. (2) 7045 69" MAX. DAYLIGHT OPENING A 76' MAX. HEIGHT roirr WOAD i s a ctrIblimalbras 4.1,4010 • 2' �r at IP. C W • ruaalCT 6030: rte trar:�7o" with Owl r its i1•- 1 <:• * Y 1 P.sz:�c ur OW c.* -7 roc- Lucie A. Tumor, P.E. PE 1 Mectsonical w ady L F fn.. 3m" ZaewaBy pg. _ F. K 1 217742 F K DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 1 4. - • 37" MAX. WIDTH 30° MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT 14 U2" MAX O C Fti Res. "y F K HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL Jab". 3&'5103 p•er d ?3105 TftOr03 14 1!2" MAX. O.C. VENT HEAD & SILL ONLY H Re.L„era 0 SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) CHANGE SHEET NO. REFERENCES 13" MAX -- O.C. A" MAX 4' MAX. Apo HINGE OETALL & HINGE LOGAT4ON NOTES CHANGE MAX. T. TO To" AND MAX. PLO TO Or ELEVATION "D' - "X" (SEE SHEET 5 FOR PRESSURES) 97' MAX. WIDTH 30° MAX. 53' MAX. DAYLIGHT DAYLIGHT OPENING OPENING Ivo marmot-0ov onivE pipapes, FL 342T5 P O.5OX 1329 1 .. .. 4 -13' MAX. O.C. ELEVATION "E" - "0' (SEE SHEET 7 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING NOTE: "X' PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37' MAX. VENT 64 MAX. AXED ELEVATION 'F" - "XO ". & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 'X. "X0' & "OX" ELEVATIONS far: ALUMINUM CASEMENT WINDOW, IMPACT P*0111,1Cr amiss') Amaidame tl39nt�:T R,C�ae1 +� eowF+E/ eaRmUm tos Yrrb9C 1wz . a 1 11 J taiAndlailic � yi Lucas A Tumor, P.E. PE "54201 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4' MAX _ 4 �+— " 04-740 60° MAX. WIDTH 53" MAX. DAYLIGHT OPENING �--- -� -13° MAX. O.G. NTS 4 0 13 ,aargir 7045•8 In 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL- -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,118 "HS) B. 5116" LAMI (118 "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) - 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 NEC POS NEG POS NEC PCS,NEG'POS POS NEC POS POS NEG POS NEC POS 19 118 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 r -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 70.0 -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 ^ 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 - 69.9 69.9 -67.8 67.8 -66.2 66.2 - 65.0 65.0 - 63.7 63.7 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 7a.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 X 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 -61.8 61.8 -58.9 • X 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 8.E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 - 84.4 70.0 A - 75.0 70.0 -7 5.0 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 PAS ICT � �+ =1. "'� ~ the A " µ ..'iYXrar. , l 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 r -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -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 - A -75.0 70.0 -75.0 70.0 -73:7 70.0 -67.9 61.9 -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 ,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: FTL -3580, FTL-3587 OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16°HS) ALL "X" SIZES 11? TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 mower REy0 0•• • . .v e ""n Flosidt Attressa4 fro If; • °1 le TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 A GLAZING OPTIONS: C 7/16" LAMI (3116"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) ALL "X" SIZES UP TO 37" WIDE x 76° HIGH 1 -55.0 ( 55.0 NOTES: X t . 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. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Z'"-- ,2' Lucas A. Tumor. P E PE 458201 ate+. - - -• F K 3/ .f6iLt ii ADD GLASS TYPE E 7D TABLES r a 4 1070 TECHNOLOGY DkIVE NQKDI48S. IL 34275 NQ P.A. Bob f329 KOU1S FL 34274 PRESSURES- X CONFIG. WINDOWS '"°'�' F 4 Wu >l raw > C - NO CHANGE INS Sn£ET ALUMINUM CASEMENT WINDOW, IMPACT r■," °4 r K �., ,ay FK °an konsav ` &zed ID c +,. G.um ", 12/17/D2 REVISE ANChORS A ADD 76 HEIGHT OPTION a" � � Visibly Bet G4 -740 NTS 5 °' 13 cro 7045-8 D 57 A -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 60 A -75.0 70.0 - 75,01 70.0 -75.0 70.0 -75.0 37 A -75.0 70.0 - 75.0170.0 -75.0 70.0 -75.0 43 A -75.0 70.0 - 75.01 70.0 -75.0 70.0 -75.0 48 A -75.0 70.0 - 75.01 70.0 -75.0 70.0 -75,0 53118 A -75.0 70.0 - 75.01 70.0 -75.0 70.0 -75.0 64 A -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 68 A -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 72 A -75.0 70.0 -75.0 70.0 -75.0 70,0 -70.4 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 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 - 74.4 70.0 ^ -69.6 70.0 -68.4 68.4 -63.9 _ 70.0271.1 70.0_ -61.8 61.8 -58.9 70.0 -65.5 65.5 57.5 -54.9 70.0 -6a4 60.4 -54.3 54.3 -51.1 67.9 -59.0 596 - 52.8 52.8 -49.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -72.1 70,0 -69.5 69.5 69.6 - 65.2 65.2 -630 63.0 - 60.8 60.8 63.9 -60.0 60.0 - 58.5 58.5 -56.2 662 58.9 - 56.1 58.1 _ -53.8 53.8 ' - 50.4 50.4 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 49.9 - 48.4 46.4 -43.5 43.5 _ -41.1 41.1 63 NEG POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 562, FTL 1 -75.01 I RT: FTL 607, FTi -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 COMPARATIVE ANALYSIS TABLE 3. GLAZING OPTION: A. 5/18" LAMI (118"A,.090,118"HS) HEIGHT "XX" WINDOWS TEST REPORTS: FTL -3582 NOTES: 1, FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1(4" 554 CRETE -FLEX ANCHORS. 2. IF 1NSTALUNG WITH 1/12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F, a. env: B. O-$ ItOMAN H., F,, d7345 0 NEIISE ANCHORS &ADD TAX.2576 ✓aK G w sc. F 12 K Y27JT /PI 1070 TECHNOLOGY DRIVE NOMMIS. RL 54275 P.O bOX1&9 NOKOMi4 R.34274 34874 PRESSURES - XX CONFIG. WINDOWS TW Visibly Better -3729 CA•r4o NTS I 6 > 13 -3729 70.0 -3 ALUMINUM CASEMENT WINDOW, IMPACT 70.0 55.0 w..veb 7045.8 I 0 X X PRODUCT DRNICYRW -46Q8 ND Luse) A. Tuner, P.E. PE 4058901 COMPARATIVE ANALYSIS TABLE 8. GLAZING OPTIONS. A. 5/16" LAMI (118 "A,.090,1 18"HS) B. 5116" LAMI (118"HS, 090,118 "HS) C. 7118' LAMI (3 h8'A,.090,3t16'HS) E. 13/16 LAMI (118 "IIS.38" SPACE,5116" LAMI- W/ 1/8"HS,.090.1/8"HSj F.13/16" LAMI (IIrA.AIR SPACE,7 /16" LAMI -W/ 6"A 090,3/16'HS) HEIGHT WIDTHS NEG POS NEG POS NEG POS NEG' POS NEG POS NEG POS NEG -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 "0" "X OX" A 36 37 39 112 42 45 45 50 112 53 1/8 54 55 1/2 57 55 i 60 72 74 79 90 96 101 106 3/8 108 111 114 117 120 8,E C.F A 8.E CF , A 13,E C,F A 8,E C,F A 8,E C.F 8,E , C,F A B,E C ,F A 8,E C,F A B,E C,F A B,E C,F A 8,E C,F A B,E C,F A B.E 26 31 36 38 318 43 48 50 518 54 57 s 63 ` 67 72 76 -75.0 70.0 -75.D 70.0 -75.0 70.0 - 75.0 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 70.0 - 90.0 70.0 - 90.0 70.0 - 90.0 -75.0 70.0 - 75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.B 52.8 - -49.9 - 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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 -75.9 r -75.0 70.0 -67.8 67.a '62.1' 62.1 ' - 55.7 55.7 -49.8 49.8 -46.9 -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 -00.0 70.0 -90.0 70.0 ' -90.0 70.0 -90.0 .0 -90.0 70.0 -90.0 70.0 -75 0 70.0 75.0 70.0 '-62.4 62.4 - 58.4 58.4 -63.3 63.3 - 56.4 56.4 -53.4 -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 -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 -75.0 70.0 -70.3 70.0 - 58.0 58.0 -54.6 '59.3 -- 53.6 53.6 -50.9 -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 -90.0 70.0'40.0 70.0 - 90.0 70.0 -90 0 70.0 -90.0 70.0 -86.0 70.0 -80.9 -75.0 70.0 40.8 '60.8.51.3 51.3 - 48.3 48.3 - 52.7 52.7 - 48.7 48,7 -46.9 -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 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -80.0 70 0 - 90.0_70.0 81.2 70.0-75.7 -75.0 70.0 -58.7 58.7' - 48.7 48.7 ' - 45.445.4 - 50.0 50.0 -46.1 46.1" -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 -90 0 70.0 -90.0 70.0 -90.0 70.0 -90.020 0 -88.6 70.0 -76.4 70.0 -71.1 -75.0 70.0 - 58.2 58.2 '-47.9 47.9 -44.5 44.5 -49.1 49,1 -45.3 45.3 43,4 -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 -90.0 70 0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 •70.1 -75.e70.01-57,f'57.1 46.4 -43.3 43.3 -47.5 '47.5 -43.9 43.5 .42.2 -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 70.0 -75.0 70.0 - 750 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 -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 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 flaw wr.to5 friar, 0 400 Ot4S$ TYPE E 70 T4BLE c NO CHAh[:E THIS SHEET CHANGE ANCHORS ANC ADO 75 IT OPTION "0' & "414. 112.1/4 XOX" WINDOWS 1070 TECHNOLOGY GRA% NQXQMNS, Ft 34275 P.O. BOX 1529 NOHOW, FL 34274 POS NEG POS NEG 51.1 47.9 47.9 -44.8 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 '49.9 '-46.4 '48.4 43.5 70.0 -75.0 70.0 -76.0 70.0 - 90.0 70.0 -90.0 46.9 43.6 43.6 -41.1 70.0 -75.0 70.0 -75.0 70.0 - 80.0 70.0 -90.0 53.4 -50.0 50.0 -46.9 70.0 - 75.0 70.0 -75.0 70.0_- 90.0 70.0 -845 50.9 -47.5 " 4 7 . 5 -44.7 70.0 -75.0 70.0 -75.0 70.0 -81.8 70.0 -76.9 48.6 - 45.345.3-42.5 48.9 '-43.5 '43.5 -41.3 70.0 - 75.0 70.0 -75.0 70.0 -70.3 70.0 -66.8 442 -422 -40.1 70.0 - 75.0 70.0 -75.0 70.0 -66,5 66.5 -63.0 43.4 -41.9 41.9 -39.8 70.0 - 75.0 70.0 -75.0 70.0 - 65.465.4.61.8 42.2 -40.8 "40.8 -39.1 70.0 -750 70.0 -75.0 68.4 43.6 63.6 -60.1 41.2- 39.839.8-38.5 70.0 -75.0 70.0 -75.0 86.7 -61.8 61.8 -56.7 40.2 38.7 38.7 -37.6 70.0 - 75.0 70.0 -75.0 64.9 -80.4 80.4 -57.3 392 -37.6 37.6 -36.7 70.0 - 75.0 70.0 -73.3 _ C,F -90 0 70.0 -90.0 70 0 -90.0 70.0 -90.0 70.0 -77.1 70.0 - 67.3 "67.3 -83.3 83.3 - 59.1 59.1 -55.9 Pct Vuibly [totter � P03 NEG 44.8 -422 70.0 -75.0 70.0 ,-90.0 43.5 -41.1 70.0 -75.0 70.0 -90.0 41.1' -38.6 70.0 -75.0 70.0 -87.4 46.9 -44.3 70.0 -75.0 70.0 79,7 44.7 -42.1 70,0 -75.0 70.0 -72.4 42.5 -40.4 70.0 , -75.0 70.0 ^67.3 41.3 -392 70.0 -75.0 66.8 -63.5 40.1 38.0 70.0 -75.0 63.0 -60.0 '39.8 -37.6 70.0 -75.0 61.8 -59.1 39.1 -372 70.0 -74.3 60.1 -57.5 38.5 -36.7 70.0 -73.3 58.7 55.9 37.8 -38.1 70.0 722 57.3 -54.5 38.7 -35.6 70.0 =710 55.9 •53.0 t+r TEST REPORTS: FTL3562, FTL3729, FTL -4607, FTL -4608 POS 422 70.0 70.0 41.1' '70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 87.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 59.1 37.2 70.0 57.5 38.7 70,0 55.9 36.1 70.0 64.5 35.5 70.0 53.0 NEG POS NEGL - 39.7 39.7 -75.0 70.0 -90.0_70.0 -55.01 65.0 - 38.6 38.6 -75.0 70.0 -90.0 70.0 - 65465.o -36.5 36.5 -75.0 70.0 -832 70.0 - 55.0[55.0 .41.9 41.9 -75.0 70.0 -75.8 70.0 .55.0j 55.0 30.7 39.7 -75.0 70.0 -89.2 892 - 55.0 55.0 - 38.4 38.4 -75.0 70.0 -64.1 64.1 -55.0[ 55.0 -37.1 37.1 -74.3 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 -88.2 -75.0 70.0 - 65.0 65.0 - 542 54.3 -51.1 51.1 - 55.1 55.1 -51.4 51.4 -48.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.070.0, -75.0 no - 75.0 70.0, -75.0 70.0, -75.0 70.0 -75,0 70.0 -75.0 70.0 -70.7 - 60.5 60.5 - 55.0155.0 -36.2 36.2 - 72.4 70.0 . -57.3 57.3 - 53.153.8 - 35:9 35.9 -71.8 70.0 -56.4 58.4 52.81_52.8 -35.4 354 -70.8 70.0 44.8 64.8 x51.1 -34.8 34.8 - 69.8 69.6 - 53.2 532 - 49.4[49.4 - 34.2 342 - 68.4 68.4 -51.6 51.6 - 47.8 47.8 - 33.7 33.7 87.4 87.4 50.0 50.0 - 48.146.3 TABLE 7. "0" &'1/4-1 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/15115,.090,3/16'HS) AU. "0" SIZES UP TO 50" WIDE x 63" HIGH ANC/ALL "114-1/2-114 XOX" SIZES UP T0120" WIDE.x 83" HIGH _ 70.0 TABLE 7A. "0" & "114- 1R -1/4 XOX" WINDOWS TEST REPORTS: FTL4601. FTL -4608 GLAZING OPTIONS' D. 7/16' LAMI (3/16"HS, 090,3)15115) G. 13/18" LAMI (118 A,AJR SPACE. 7 /16" LAM/- W13/16"H3,.090,3118'HS) LIB NEGIPOS - 55 - 55.0155.0 - 55.0155.0 - 55.0155.0 -55.0 55.0 - 55.0155.0 52.8j 52.6 - 49.4149.4 - 48.4148.4 - 46.81 48.8 - 452145.2 -43.6 43.6 - 42.8142.8 ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND AU. "1/4.1/2 -114 XOX" SIZES UP T0120' WIDE x 76 HIGH 155 0155.0 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 412 SCREWS, DESIGN PRESSURE IS LIMITED T059.6 P.S.F. NEGIP05 -55.01 55.0 - 55.0155.0 - 55.0155.o - 55.0155.0 -55.0 55.0 5321532 - 49.6149.6 4621462 - 452145.2 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 44.3 70.0 -72.5 70.0 . -68.4 -750 70.0 - 56.2 58.2 - 44.8 44.8 ' 42.1 42.1 - 48.2 48.2 -42.5 42.5 .41.2 -43.61 43.6 -90.0 700 -00 0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 70.0 -66.7 -74.2 70.0 -55.0 55.0 - 43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 402 - 42.6142.6 -00.0 70 0 - 90.0 70.0 - 90 .0 70.0 - 90.0 70.0 -794 70.0 -69.0 69.0 -64.9 -72.9 70.0 -53.4 53.4 -42.2 42.2 - 39.7 39.7 - 43.5 43.5 -40.4 40.4 -39.2 -41.7 41.7 - 40.8140.8 PRESSURES- 0 8 114-1/2-114 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT EamAta.l. few some Oo�rw. 01-748 NTS 7 a 13 7045 -8 x 1 2 O 1 4 x 0 P90.10CE Krises oatiptril Hoeft VS PRODUCfRBNEWSD as 4:implying Will Ms /Mil flaidiogdada ( 17;24 ,74p Lucas A Turret, P E PE 158201 COMPARATIVE ANALYSIS TABLE 8. • "XO" OR "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) "MY WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG FOS NEG POS NEG POS NEG POS 37 551 /2 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 48 72 A -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -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 79 213 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 49.5 88.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 no -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 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 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 - 53.4 53.4 64 98 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 -52.8 52.6 -49.4 49.4 - 45.8 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 -61.8 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 72 108 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 -42.2 42.2 - 39.7 39.7 74 _ 111 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 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX` WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5116' LAMI (1/81HS,.090,118 "HS) E. 13/16" LAM1 "HS,318" SPACE,5/16" LAMI -W/ 1/8 "H6,.080,118 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP T0111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16° LAMI (3/18 "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 1 -90.01 70.0 TABLE 10A "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/161.IS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /18 ".LAMI -W/ 3/16 "A,.080,3 /16118) ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 76 • HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111° WIDE x 78" HIGH 1 -55.01 55.0 v NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR 1/4' SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ", : "t. 3r:.;.YIJ Ye.0 77, JI°: F .l . "1,w03 d2345 F K . 12/1 7iD2 ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 75 HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 A C BCX t529 NOKOM15 F! 34274 Visibly Belzer CA-740 PRESSURES XO, OX, t 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT NTS I 8 w 13 7045 -8 1 D 1 3 X 1 3 0 1 3 X X 0 0 X 6 PRODUCT RENEWED aticossolykutwalbW FtaAdz Snare Acaritrznz i/2 Lucas A. Tun . PE PE 09201 COMPARATIVE ANALYSIS TABLE 11. 25 38 38 316 ' 43 48 50 518 ! 54 NEG POS NEG POS,NEG POS NEG POS NEG POS NEG POS NEG POS -75.0 70.0 - 75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.8 60.81 -56.1 58.1 -75 0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -754 70.01 -75.0 70.0 "XOX' VENT FIXED A 69254' 19.125 31.014 B,E 66919 95.973 108.549 115.592 122 125.136 126.000 130 130.376 134 GLAZING OPTIONS, A. 5116" LAM! (1/8'A..090,1/8 "HS) B. 5116" LAM( (118"HS,.090.1/8"HS) C. 7116" LAM( (3/16"A,.090,3/18°HS) E. 13118" LAMl (118"HS,3/8" SPACE. 5116" LAMI -WI 118 "-1S..090,1/B"HS) F. 13115" LAM( (118"A,AIR SPACE,7/16" LAMI -WI 3116'A..090.3/16 HEIGHT WIDTHS 24 27 30 32 33.687 34 34.791 35.896 36 37 ,w.,: h,. Law FA ,1./25.U3 38.919 42.973 48.649 51.892 54.527 56.135 59.418 58.209 55.378 80 C,F A� B,E C,F A 8,E C,F B,E C,F 8,6 A B,E C.F A B,E C,F A 8,E C.F 8,E C,F A 8,E C,F A 8,E C , F -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -900 -75.0 -75.0 -80.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -75,0 -90.0 a ADO GLASS TYPE E TO TABLE t t NO CHANGE THIS SmiET 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 70 0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90. 70.01 -90.0 70.0 70.0 '49.1 4 8 89.1 -833.4 -4 - 56.5 56.5 -50.4 50.4 475 47.5 - 44.1 44.1 70 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.6 70.0 -75.0 70.01 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 706,-90.0 70.0 - 60.560. -57.2 ' 57.2 -82.1 62,1 -55.2 55.2 - 52.652.8 -49.1 49.1 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 -75.0 70.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -87.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -78.5 70.0 -73,6 70.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.01 -75.0 70.0 x 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.6 70.0 732 70.0!- 88.3 88.3 70.0 -47.3 47.3 - 44.0 44.0 - 48.4 48.4 - 44.7 44.7 -42.8 42.6 -41.4 41.4 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.01- 75.0 70.0 700 -80.0 70.0 -90.0 70.0 -62.8 70.0 -71.3 70.0 -67.3 67.3 [- 62.5 62.5 70.0 - 43.6 43.6 -41.2 412 -46.1 4S.1' , -41.5 41.5 -40.4 40.4 -38.9 38 70.0 -90,0 70.0 -90 0 70.0 -79.9 70.0 -69.3 69.3 -85.3 85.3 - 60.8 60.6 70.0 -43.5 43.5 -41.0 41.0 - 45.0 45.0 -41.4 41.4 '-40.3 40.3 48.8 38,8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.01- 75.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -69.1 68.1 -65.1 85.1 -60.5 60.5 -72.9 70.0 - 42.2 -39.7 39.7 -415 43.5 - 40.4 40.4 -39.2 39.2 - 37.7 37.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01.75.0 70.0 70.0 -90.0 70.0_ -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 83.3 [ -59.1 59.1 XO' &'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. CHANGE ANcHOiHE AND ADO 79 MFJONT OPTION "XO" or "OX' & "X(OX" UNEQUAL LRE WINDOWS 57 60 83 NEG POS NEG POS NEG POS - 56.1 58.1 - 53.3 53.3 -50.5 50.5 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 -41.6 -75.0 -48,2 -75.0 -81.9 -42.0 -75.0 -89.7 -40.7 -75.0 -39.5 -75.0 70.0 -90.0 41.6 -392 70.0 -75.0 70.0 -69.4 70.0 - 53.5 53.5` -50.4 50.4 44,5 54.5 - 50.7 50.7 - 48,248.2}- 44.9 44.9 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -760 70.0 -75.0 70.01 -75.0 70.0 48,2 -430 70.0 -75.0 70.0 -772 42.0 -40.1 70.0 -75.0 69.7 -66.3 40.7 -38.6 70.0 -75.0 64.8 -61.4 39.6 -37.5 70.0 -74.9 37.5 - 35.7135.7 70.0 - 90.0170.0 392 - 36.9136.9 70.0 -73.8 70.0 70.0 45.2170.0 43,6 - 41.1141.1 70.0 -75.0 70.0 70.0 -73.1 70.0 40.1 - 38.0 38.0 70.0 -75.0 70.0 66.3 -63.1 63.1 38.6 - 36.6136.6 70.0 - 732170.0 81.4 - 58.8158.8 70.0 -71.4 70.0 TEST REPORTS: FTL -3580. FTL -3582, FTL -3729, FTL -4607, F11-4608 67 NEGjPOS -55.1 55.0 -55.01 55 0 45.01 55.o - 55.0155.0 72 76 NEGIPOS NEG10S - 55.01 55.01 -55.0 L55.0 - 55.155.0' - 55.0156.0 - 55.155.0'- 55.0( 55.0 j -55.0155.0 - 55.155.01- 52152.2 - 50.9150.91. 47.71 70.0 -90.0 70.0. -90.0 70.0 -85.8 70.0 -74.0 70.0 69.4 69.41 - 64.7 64.7 70.0 -48.8 46.8 -43.8 43.6 -47.9 47.8 - -44.3 44.3 42.4 42.41.41.1 41.1 70.0 75 0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.01 75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -65.0 70.0 -73.1 70.0 480 6116 44.1 64.1 70.0 -45.5 45.5 -42.6 42.6 - 48.7 48.7 -43.1 43.1 -41.6 41.61 40.2 40.2 -81.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.8 -75.0 -57.4 -36.7 -73.3 -55.9 61.0 -58.4 39.3 -37.3 70.0 74.6 60.5 - -57.9 38.7 -36.9 70.0 -73.7 592 -58.5 37,7 -36.2 70.0 -72.4 57.6 -54.7 37.6 38.1 70.0 57.4 -54.6 38.7 "35.6 70.0 -71.0 55.9 •530 584 - 55.7 55.7 37.3 , -35.5 35.5 70.0 71.0 70.0 57.9; -55.2 552 38.9 - 35.0 35.0 70.0 - 70.1170.0 56.5 - 53.8 53.8 38.2 -34.3 34.3 70.0 -68.6 88.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 54.7 -51.9j 51.9 36.1 - 34.3134.3 70.0 - 68.6 ( 68.5 54.6 - 51.751.7 35.5 - 33.7133.7 70.0 47.4 (87 -4 , 53.0 - 50.0150.0 TABLE 12 "X0" os "OX' & 'Mr UI4EQUAL LITE WINDOWS GLAZING OPTION: D. 7/16" LAM( (3/16"HS,.090.3/1t3"H5) TEST REPORT: FTL -3580 ALL "XOX" SIZES UP TO 134' WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX, FOXED WIDTH AND AU. "X0" or "OX" 51265 UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH 1-80.0 70.0 TABLE 12A "XO" or "OX" & "XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: D 7/16" LAMI (3/1611S,.090,3/16"HS) G. 13!16' LA111(118 A,AIR SPACE, 7/16" LAM( -W/ 3/16"45..090 3/16"HS) Au.'XOX" SIZES UP TO 134" WIDE x 76° HIGH WITH 3r MAX VENT WIDTH AND 60" MAX. FIXED WIDTH ANP ALL "XO" or "OX" SIZES UP TO 97° WIDE x 76' HIGH WITH 37" MAX VENT WIDTH AND 60* MAX. FIXED WIDTH 1 45.01 55.0 -52.11 52.1 31.5} 51.5 - 50.1150.1 - 48.1148.1 48.01 48.0. -46.31 46.3 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 114' SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P,S,F- -47, 7147.7 ] - 44.6144.6 47.4 47.2 j - 441144.0 - 45.8145.81- 43.0143.0 43.91 43.91 41.9141.9 - 43.8L43.8 t- 41.8141 - 42.8142.81 -400 L40.8 a PRESSURES- UNEQUAL CONFIG XO, OX & XOX ta. ALUMINUM CASEMENT WINDOW, IMPACT s..wr"w Xir 3►w NTS 9 x 0 x UNEQUAL LITES O UNEQUAL UTES 0 x UNEQUAL LITES By Qkta tl Klt# tt11 etir1�1 M� h I PRRDOC: Bi^3.�'irF2 caul17;6 • t, o/T die ii9451G Aesr, try '3 - L`J :a ' 1 rZ 1/2. 1/0 Lucas A. Tumor. P.E. F A. 7, ta.C3 F K 6+21'14 f C.a.n "1 trot 12 FK ` 1 7/X; $0707Ec#/? owOYDR4.E NOKOML5 FL 34275 P•O. BOX 1529 NOKOM6S, F1.34774 VBib1y Bauer CA g"441* a 13 7045 - P. D PE 48201 hbchweAl 0 tati MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 N erxi u,: F or FK u._ of F _ K 3/250.3 War 7110.13 Ft77.US MAX. HEIGHT (SEE SHTS. 3 & 4) i'J VERTICAL SECTION OPERABLE UNIT 5 .A04) 13:16' [G GLAZING BEAD ITEM C SHOW TOP HINGE CHO .SNT NO. REF. AND ADD ITEM 93 C +�s 1 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 1070 TECy!'OLQGY DRNE NOKPb1.5. FL 34275 1 &DX 15 4o .c MIS. FI. 34274 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION -XOX yr err yr MAX. VENT DAYLIGHT ING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Visibly 1Zeu r CA.740 HORIZONTAL SECTION - XX SECTIONS � ALUMINUM CASEMENT WINDOW, IMPACT Sur. And d..vw for NTS to d 13 7rws -a ` n REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT ff !� DAYLIGHT OPENING (SEE SHT. 3) 0 MAX. WIDTH (SEE SHT. 3) Hr3anJt+r swits el* re moms 14•05 t 1 ?.' �1 Defuteseues eft0OI -r cIENEwU n cossPiying.iih ee,c Fl arias AcCeptsict .i ; 11 ,... ode /"I`Jr,4 J /. _ r l,.caa A. Turner. P.E PE assail • 203 FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 a,.,o e, FK T2l1,','O? _ "XX" FRAME ASSEMBLY DETAIL TE SMS 133" " O.C. wI (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 MAX. MX. 3" APART AT MID -SPAN Ti 1.376" .095" I "X" FRAME JAMB #12x1 PH TEK SMS 13' MAX. O.C. WI (2) SCREWS 3" APART AT M {D -SPAN "X" FRAME JAMB / "0" FRAME JAMS #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL NOKOMIS, FL 34774 y sibly Better SASH FRAME TOP OR BOTTOM RAIL CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 IF:An 94.9 0704 Ab G4740 I NTS 71 > 13 ?V45.8 .062" NOM. 2.784" --^ FRAME HEAD, SILL, JAMS MATL: 6063 -T6 DWG# 7002A "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL D ADD ITEM 89 #8x1 QUAD PH SMS (2) PER CORNER I14540.11. H Np CtlA GF THIS SHEE F MAIN FRAME ASSEMBLY DETAIL NO CHANGE THIS SHEET 1 SASH FRAME ASSEMBLY DETAIL 10)0 TECHNOLOGY DPoYE NOKOM 8. Ft 31275 AD. VOX 1529 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A .438" 3.544" .062" NOM. �-- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT a lama 1 .1 +ucr aseu�l501 Saldt.s C4.44 ScYnY�'a5 , 1'.r?!ba • K 11 ixaz /vf` Lucas A amv. ?.E. AE h58701 1n 1 2.919" PARTS LIST ITEM DWG kt PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781 PQA 48 X 1 QUAD P11 SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1,2 "X1'2'X1/8" CLOSED -CELL FOAM TAPE. 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS h 1155 781PQA 48 X 1 QUAD PH SMS 83 7017 67017K BULB WEATHERSTRIP .187X140 8 '1009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK . 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/1615 GLASS W]TH AN 090 INTERLAYER • SOLI: 1A OR DUPONT PVB as 410 -24 X .562 P1L PN. TYPE f' 12 7014 3/2685 & 3/IRIS GLASS WITH AN.090 LNTERLAYER - SOLUTIA OR DUPONT PVB 'NM-II-LOCK KEEFE&MIL & LH.) 13 1157 78X78PPSMS 08 X . 875 Eli. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 — MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 98.32 X .373 PH. PN. TYPE B 21 7032 STUD BRACKET (LH. & Rill 22 78587A Y8 X WELT. PHI. SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 1022 SNAP •ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x 12EP 410 X .500 PH_ PHL 30 5/16" LAMINATED (1/8A &1/1114S GLASS) .090 L"1TERLAYER - SOLU JAOR DUPONT PVB 31 5/16" LAMINATE) (11885 & HMS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7116" LAMINATED (3 /16A & 31160S GLASS) .090 0STERLAYER - SOLU77A OR DUPONT PVB 33 7/16" LAMINATE) (3/I6HS & 3/1685 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16°) 41 7042 GLAZING BEAD (7/16") - 43 1224 6TP247 VINYL. BULB WSTP (THICK) 44 SILICON): - DOW CORNING 899, 995 OR EQUIV. 45 ?ARADOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPN.IRE - SERRATED 54 331 60976 CASEMENT SCREI CLIP 55 78x12PSTW/B *8 X.500 SO. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 08 712XtPVT 412 X 1" PH. PHIL_ TM. 69 7011 LOCK SLPPORT PI ATE ' 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLOHD FOLDING DANDLE PARTS LIST CONT. rfE■ DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 48 X .750 QUAD PN SMS 80 7005A FEUD WINDOW FRAME - HEAD, SO L & IAMBS 81 1155 781PQA 98 X 1 QUAD PIS SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 83 7047 67407 MATING BEAD (13:16 - 1G.) 86 13/16" LG. GLASS (1/8'11S, AIR SPACE, 5/161 AMI) 5/16' LASI3 = (2) DYES OF 118"HS GLASS WIIII AN.090 INTERLAYER • SOLVRA UR DUPONT PVB 87 13 /16" I.G. GLASS (14145, AIR SPACE, 71161,AMI) 7/16' LAW = 3/16A & 3/1615 GLASS W]TH AN 090 INTERLAYER • SOLI: 1A OR DUPONT PVB as 13/16" 6G. GLASS (1/8"15, AIR SPACE. 7 /16"IA)41 7/16" LAM1 m 3/2685 & 3/IRIS GLASS WITH AN.090 LNTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACIIING PLATE (SEE NO 1E 4, SIFT 13) F K. mow, H. & ac 8, . F li 325103 me 7nd173 tar 6 ReY4Yr" 8 "e,"cs C "t7annf D ADO 13116"/Z. GLASS 8 GLAZING (ICAO NO CHANGE TMS SHEET ADD EQUIV. TO ITEM 44. SILICONE AND ADO ITEMS 87. AND 83 I �.. e) . one c"aw Br' Lbw F.K /2/17/02 109 TECHNOLOOVORNE NOKOMIS. FL 39273 P,O BOX 13 NOKOMlS. FL 34274 .706" .050" _t .865" 0 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" —1 r I 050" 1 111- .86 i, 0 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 °CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 PARTS LIST & EXTRUSIONS ' 993" .289" 83 INST ALLATION HOLE COVER MATL: 6063 -T6 040" DWG# 7007 f .172" .870" .125" .062" —►1 1.124' 1--- .050" 1-- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .093" 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, IMPACT Yirib/y "'n1 *Me 5* Craws ea CA -74o NTSJ 12 13 L 7045 -8 2.701 PRODUCT tiewnven as cet5054eg *Kb thy Pimtdt Lures A. Vone,. ?.E PE b5820t Mechanical AiA 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM ---) r- aSEE Nr7.. L. R:.,1 Qom F 6. 3 El iawa" 11/2" 1_ MIN. OPERABLE UNIT FRAh1E TO WOOD BUCK 1 1/2" OR MORE THICK 1 /4" MAX. SHIM ®SEE NOTE 1 NO CHANGE THS SHEET r 2 T!1 LU3 C NO CHANCE T1i1S SHEET a ix WOOD BUCK (SEE NOTE 3) 1t4 " MAX. SHIM � 1 1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE rw•: Gra w..a.. F K. 6/230u5 D REVISE NOTES AND REMOVE 3) 10 TAPCONS 304 SCREWS o,• :mu. 1:/17/C .. _ u � oowr I F.. OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK SEE NOTE 4 iQYQ TECHM LOGYORIYE NOKOWS, FL 34275 P.O. 5O( 1529 NOKO,WS, FL 34274 Vutbby Better 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --�1 a, SEE NOTE 2 -.I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE NOTES: Q 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO 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 lx ARE BUCKS WHOSE TOTAL THICKNESS 15 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. ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT S"n.4arir CA-740 1 112° MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK NTS (VOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 13 4 13 SEE NOTE 4 A ix WOOD BUCK (SEE NOTE 3) 114° MAX. SHIM 4 SEE NOTE 1 Chop; ,m 7(145 -8 r SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK �i�rw - t> 29. J 1 arer „ ?Jr:. „ IN PRODUCT K€NEWEI) aA c 41 YW& with 11m i1*idt Ada Na Lucas k Turner. P E PE 958201 Mechenzal MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA PGT Inds 1070 Tedmo logy 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 Mianal-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 an Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 88.700 Alumina= Single Hung Window - APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 thnsugh 11 of 11, del 9/1/05, with revision dated 1124/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABE LING: 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 deters if than has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 05- 101 &01 Expiration Date: March 23, 2011 Approval Date: March 23, 2006 Page 1 GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTION: (SEE DETAILS ON SHEET 2) A. 5118• LAIN CONSISTING OF (2) UTES OF 1A8' ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLEICKEEPSAFE MAXIMUM PVB INTERLAYER. B. 518• LAIN CONSISTING OF (1) UTE OF 118' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEMEEPSAFE MAXIMUM PVB INTERIATER. C. 5118' LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHEt4ED GLASS WITH API .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. D. 7118' LAMI CONSISTING OF (2) UTES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAREGKEEPSAFE MAXIMUM PVB INTERLAYER E 718' LAW CONSISTING OF (1) UTE OF 311W ANNEALED GLASS AND MUTE OF 3118' FEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUT&CITE OR MAXIMUM PVB. F. M8' CONSISTING OF (2) UTES OF 8118' HEAT STRENGTHENED G LASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB 9ITERLAYER. G.13110' LAMI 93: (1)LTTE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5118' LAM CONSISTING OF (2) UTES OP 1/W ANNEALED GLASS WITH A .090 DUPONT BUTACTTE OR MAXIMUM PVB I NTEIBAYER. H. 13116' LAMI 1(;4 (1) UTE OF 118' HEAT S RENMENED GLASS. AN AIR SPACE AND 518' LAM1 CONSISTING OF (1) UTE OF 118' ANNEALED GLASS AND (1) UTE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SARENKEEPSAFE MAIM PVB INTERLAYER L 13118' LAMA 1G: (1) UTE OF 118' HEAT STRENGMENED GLASS, AN AIR SPACE AND 8118' LAMI CONSISTING OF (2) UTES OF 118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J 13118• LAMI 1 : MUTE OF 1X8' HEAT STRENGTHENED GLASS„ AN AIR SPACE AND 7118' LAMS CONSISTING OF (2) UTES OF 3116' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE M XIMUM PVB INTEiI.AYER. K. 13118' LAID IG: (1) UTE OF 118' HEAT STRENGTHENED GLASS. AN AIR SPACE AND 718' LAM CONSISTING OF (1) UTE OF 3118' ANNEALED GLASS AND (1) UTE OF 3116' HEAT STRENGTHENoD GLASS WITH AN .090 DUPONT B TAC lE OR SAFLEXMEEPSAFE MAXIMUM PVB. L 13118' LAM IG: (1) UTE OF 118' HEATS LASS, API AIR SPACE AND T118" LAIN CONSISTING OF (2) UTES OF 3116' FEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFUEMEEPSAFE MAXIMUM PVB INTERLAYER. 2. tONFIGURATIONS:'OX' ( 111. VIEW AND RADIUS TOP. ALL VW LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES. SHEETS 3) A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.96. B. POS THE DESIGN LOADS BASED ON WATER TEST PREP Ate GLASS TABLES ASTM E 1300-98. 4. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JONYT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL-4845, FTL-4848. FTL-4647. FTL.4848. FTL.4849. FTL.4650. FTL -4851 AND FTL -4723. d 8. (MODEL DESIGNATION 311700. ALSO REFERRED TO AS 811701. O 10:111* riser F. -A MAW A mob+ Ore 09 F7L 4723 TO?JOIE 7. J.J. 1W10 1070 TECHNOLOGYORIVE NOKON19. rt. 5075 P.0.130% 1529 NOKOMIS 274 GENERAL NOTES ALUM. SINGLE HUNG WINDOW. IMPACT ttste i4 Better SOW I N I " 1 I6 r 11 NOA DRAWING MAP SHAT GENERAL NOTES-- 1 GAZING DETPAI C 2 DESIGN PRESSURES.......3 ELEVATION... ..._ 4 VERT. SECTIONS............. 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSKINS---. 7 CORNER DETAIL...__..... 7 ANCHORAGE_.._ 8-11 Apparel i gerbil 6a>d with h TM Date NOM / P / t'6" Robert Lc t. P.E. PE #08712 BtrueYaal 0 (18,87 or 88 FX Welt A AOCa OE7M3StfEET Owe* - Odd Ode I'M WW1 J..L MIMS 1 1L.L=1_l 13116' LAMI IG GLASS W15/16" LAMI lir NOM. GLASS BITE t 1? NOM. GLASS BITE Am U8' ANNEALED OR HEAT S'TRENGTH1 GLASS .090 SOUJTIA OR DUPONT PV8 IN ERLAYER Ur ANNF -AL.ED OR HEAT STRENGTHENED GLASS 8P18' NONL Or LAMINATED GLASS - 118' ANNEALS OR FEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTER LAYER — 118' ANNEALED OR HEAT STRENGTHENED GLASS 5J18' LAMINATED AIR SPACE WIT HEAT STRENGTHENED GLASS 13118' NOM. tIr 3118' ANALED OR FEAT GLASS .090 SOLUTIA OR DUPONT PVB I NTERLAYER NW ANNEALED OR HEAT STRENGTHENED GLASS T1W LAMINATED 7/16' LAMINATED GLASS n. 1070 TECHNOLCON ° P NOKOMIS. P. O. aoz 182u sa FL34!p V Berger GLAZING DETAILS 12' NOM. GLASS BITE 13116" LAMI IG GLASS W/ 7/18' LAM! t 1 12' NOM. GLASS BITE t -�I +– 311 ANNEALED OR HEAT STRENGTHENED GLASS �-- - .090 SOLUTIA OR DUPONT PVB M ERLAYER � +-- -- 318' ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED AIR SPACE 1/$' FIAT STRENGTHENED GLASS 13118' NOM. ALUM. SINGLE HUNG WINDOW. IMPACT srt>ov FUR I 2 all 1 � 4040-20 a EXTERIOR INTERIOR* (AU. SECTIONS) L A.B.GM A.8.G.H A,13.0,14 MAR +80.0 +80.0 +90.0 +80.0 40.0 -80.0 -80.0 40.0 +800 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +75.8 ' -75.8 468.8 58.6 +80.0 -80.0 +80.0 , -80.0 +74.4 -74.4 +68.0 68.0 460.5 -80.5 +56.5 -56.5 +80.0 -80.0 +80.0 -80.0 +89.8 , 49.8 +83.3 43.3 +57.4 -57.4 +53.0 -53.0 +80.0 -80.0 +68.1 -88.1 +572 -572 +64.0 44.0 UP TO 53 U8" amedar F .K. ommo WIDTH GLASS TYPE 32" 37" 40" 44' 48' 63'18" Oar A1/D3 .4 A.B,G,H C,D.E,FJ,J.KL WIDTH GLASS TYPE 28' A. s2" 37' 40' 44" 48" Q 118" UPTO53118' +800 -80.0 12 16116' +70.0 +70.0 +70.0 +70.0 +70.0 +70.0 +70.0 29314' -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 -70.0 13/16" LAMI 10 -1/8' HEAT STRENGTHENED AIR SPAC ADRI7L- 47237D6ASSTYPESAH G " alms I 60 618" 69 11' +63.4 -83.4 +32.0 ALL lawn; TO 78" 38 318' 16 318" +70.0 -70.0 +70.0 40.0 +700 " -70.0 +70.0 70.0 +700 70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: A 918' LAME -(18" ANNEALED..090,18' ANNEALED) 13.6118' LAMI - (1M ANNEALED HEAT STRENGTHENED) C. 5/16' LAM. 1/8" HEAT STRB413THENED 090 U8' HEAT D. 7118" LAMI - (3118' ANNEALED „090, 3116" ANNEALED) E. 7116' LAMI • 18" ANNEALED 090 3/18" HEAT STRENGTHENED 5118' LANI 5118' tA8U- +70.0 +70.0 +70.0 +70.0 +68.3 461.4 etAAALA- WINDOW HEIGHT STANDARD VIEW AND RADIUS TOP WINDOWS WITh1 HJOH SILL OPTION 44' 18 sir +70.0 -70.0 . 117 40" 44" 48' 53115' UP TO 53118' D,E,J.K FL 7� LiT1 47iTIF�i:r3',ii%I;I cI ui! ' :iiL I tL = i1<M 50615' +70.0 +70.0 +70.0 +70.0 -70.0 -70.0 -70.0 -70.0 1111111111111UR 80" +70.0 +70.0 +70.0 +672 -70.0 -70.0 -70.0 47.2 +70.0 +70.0 +69.8 +62.9 70.0 -70.0 49.8 42.9 78' +70.0 +69.4 4832 +57.2 +70.0 -70.0 49.4 832 -57.2 -70.0 t7 C 7 7I' F. 7/18" LAME ;53/18" HEAT STRENGTHENE0,.090. 3/16' HEAT STRENGTHENED) 6.13/18" LAME (0 -1/8" HEAT STRENGTHENED AIR SPACE, 8/16" LAME - (4.13116' LAM 10 -118" HEAT STRENGTHENED AIR 1/8" - 52.0 +47.9 HNIH 70.0 -70.0 -70.0 700 48.3 41.4 WINDOW I IGHT OVER SASH WEIGHT 60 M8" 216!18' +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +87.8 -67.6 4602 422 +56.3 -88.3 +51.6 -51.6 HEIGHTS 09018" -47.9 +70.0 487.6 +58.0 +54.2 +49.8 +45.1 +40.8 1Q7o mcwieLOGY OWE Nip tOMS.FL31275 P.O. KW 1+ NCK9 IS. FL 31V4 +48.3 +90.0 79' HIGH 1/8" ANNEALED 090 HEAT STRENGTHENED eat 83' 26114' -48.3 -80 .0 -70.0 67.6 -58.0 -54.2 -49.6 .45.1 -40.8 'O' MEETING RAIL 'O' MEETING RAIL 29 13!18" 70.0 -70.0 +58.1 +51.3 +57.7 +53.7 +49.5 +44.8 73' 1/8" HEAT STRENGTHENED -58.1 -51.3 -57.7 -53.7 -49.5 -44.8 TABLEA T4' 78' 30 6T8" 31 7118' +70.0 -70.0 +70.0 -70.0 +58.6 -58.6 +55.2 -55.2 +50.0 . -50.0 ' +48.6 -48.6 +56.1 -56.1 +54.7 -543 +528 -52.9 +51.7 -51.7 +48.6 -48.8 +47.8 -47.8 +43.9 - 43.8 +42.9 -42.9 +70.0 -70.0 TEST REPORTS TABLE 4. HTL- 4847.4848.4723 A FTL- 4647.4848 FTL- 4847 4848 FTL -4845 FTL-4845 FTL -4845 FTL- 4848 4851 4723 FTL 4651 1/8" HEAT STRENGTHENED .1. 13/16' LAME K3 -18' HEAT STRENGTHENED AIR SPACE, 7116' LANE - (3116' ANNEALED „090, 3118' ANNEALED) K. 13118' LAMI I0 -18' HEAT STRE14(3THENED. NR SP ACE, 7/16' LAME- (3118' ANNEALED,.090, 3118" HEAT STRENGTHENED) FTL-4849. 4850 L 13116' LAME 16 -1/8" HEAT STRENGTHENED. NR SPACE, 7/18' LAME - (3/18' HEAT STRENOTIENED.. 090, 3/16' HEAT STRENGTHENED L FTL-4849. 4850 NOTE WINDOWS WITH THE LOW SO1 OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTLD. 1.:1 FTL-4848 4851 FTL4849.4850 DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT Mit srgeo I NTS 3 11 I MEETING RAIL Approved as awarlylas wkb the 1 ‘/' 1%) Rabin L Cbrk P.E. PE ,139712 Nudged SEE DLO TABLE SEE OW TABLE (MAX) 53 WIDTH (ALL) 49 518' MAX. FIXED DLO (ALL) 48 V4• MAX VENT DLO (ALLI DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) SEE DLO TABLE B +� DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) o�ro LOW HiGH DETAIL SILL SILT. A 341/2' B 41W 411/4' C 41 114' 40 718' D 52 518' 52 11118' E 52114' 5218' TC T L HIGH DETAIL SILL SILL A 34112" 34 3118' B 27 7H8' 27118' C 27 7118' 27 1/8' D 16 318' 15 314" MUM 18 318" ALUM. SINGLE HUNG WINDOW, IMPACT ar WsZep L A I IlikETA rizzamummumm SEE DLO TABLE SEE OW TABLE (MAX) 53 WIDTH (ALL) 49 518' MAX. FIXED DLO (ALL) 48 V4• MAX VENT DLO (ALLI DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) SEE DLO TABLE B +� DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) o�ro LOW HiGH DETAIL SILL SILT. A 341/2' B 41W 411/4' C 41 114' 40 718' D 52 518' 52 11118' E 52114' 5218' TC T L HIGH DETAIL SILL SILL A 34112" 34 3118' B 27 7H8' 27118' C 27 7118' 27 1/8' D 16 318' 15 314" MUM 18 318" ALUM. SINGLE HUNG WINDOW, IMPACT ar WsZep L A I wowRa FJC termer erc • t time SIRS {.' 2784• 1 NO CHANGE THIS MEET I INSIDE (LOW SILL) (SEE NOTE) IN 9 & 10 BALANCE PARTS USED ON SASHS <40 LBS il:ntl t7ede .... .T //i 41 WEE NOTE) MAX VENT DAYUGHT OPENING ::Ali ter— MI — L 111.1111111111111111. F " MAX. FIXED LITE DAYLIGHT OPENING MAX. VVlOTH SECTION A A OUTSIDE NOTE: ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAU. BOTTOM LOCKS LOCATED 0' FROM EACH SIDE OF VENT. F• 2.T10'� BAUV4CE PARTS USED Ot4 SASHS'40 LBS 148,i 2.790' Approved as emptyi with tie rrEM 01110.11 DESCRIPTION 1 4002A FLANGE FRAME HEAD 2 1155 18 X 1.000 QUAD PN. SPAS 3 4003C FLANGE FRAME SILL (LOW SILL) 1628 ADHESNE OPEN CELT. FOAM PAD 6 4004 FLANGE FRAME .IAMB 7 4025 SASH STOP (ALUMA -TILT) 8 4025 SASH STOP (EGRESS) 1.125 LONG 9 4029 CALOWELL ALUMATILT BALANCE, 518' 10 ' 1080 ' BAL COVER, RIGID VINYL, 5/8" 11 68 X .T50 PH. PN. SMS 12 BALANCE BOTTOM BRACKET 13 1085 SASH TOP GUIDE, 518' SAL, 14 4029 -1 CALDWELL ULTRA -LIFT BALANCE, .870' 15 t8 X 1 PHILLIPS FLAT HEADS. STL 18 1080.1 ,670 ULTRAUFT BAL.ANC E COVER 17 4053 SASH STOP COVER (ULTRA-LIFT) 18 4029 -1 SASH BRACKET 19 8832X1 ? LG. PH. FH. TYPE FS.STL 20 1088 SASH TOP GUIDE,11ne' BAL. 21 4054A FOLD MEETING RAIL 23 4008C SASH TOP RAIL 25 1235 WSTP.,.170 X 210 BACK, FIN SEAL 28 1098 SWEEP LATCH 27 1018 t8 X .625 PM FL MS 28 4007 SASH BOTTOM RAIL (LOW 8111) 30 1228 WSTP. VINYL 31 4008 SASH SIDE RAIL 34 1288 SASH FACE GUIDE 35 1622 LAMI SETTING BLOCK 3132" X 25164' X 1" 38 1052 LAMI IG SETTING BLOCK 1' X 314"x 1/18' 37 1224 VINYL GLAZ. BEAD BULB (THICK) 38 1225 VINYL. GLAZ. BEAD BULB (THIN) 41 40318 GLAZING BEAD, 5118 LAM. GLASS. 42 40448 GLAZING BEAD, 5/18 LAMB WIGRILL KIT 44 4222A - GLAZING BEAD, 7/18' LAMB 45 985C GLAZING BEAD, 7118' LAMB WIG ILL KIT 48 4067 ,GIAZIN G BEAD, 13/16 LAMH I.G. 52 4009 SILL LATCH (EGRESS) (LOW SILL) 53 1088 SPRING, SILL LATCH (EGRESS) 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 55 1014 ;SCREEN FRAME (NOR 8 VER) 58 1030 SCREEN CORNER KEY WIRINGS 57 1031 SCREEN CORNER KEY W/OUT RINGS 58 1073 SCREEN SPRING 59 1824. SCREEN SPUME - .135 DUI. FOAM 80 1635 SCREEN SPUME - .135 DIA. HARD 81 SCREEN CLOTH PGT8 612225 781PQA 612226 7PAD1626 812227 812244 612244 8BALCVR916 7834AA 78ALTBKT 42504 78X1FPAX 6BALCVR870 84053 7ULBRKT 7832XI2FPFX 425058 a L 64008 675180 71098 612230 6TP249 812231 42501 71822K 71052K 8TP247W,K BTP248K 840398 844703 84222 8985 84087 784009 7SPRNG 82740 61014 71630 71831 7CASP 61824K 61635K 61818 It♦,drfe tide 1 A crig SW/Bd 1070105 dr.rge ROC IX NOCa/ANGE INN SHEET TECHNOLOGY PAX 09XMO 00X00 PLUM ITEM 63 64 67 68 69 70 80 81 82 83 84 85 88 87 88 89 90 91 DMA 1161 4051A 4050A DESL38PTION GLAZING CHANNEL (.688 X .500) X 1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 12 - 7118 LAMI SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICON, DOW 899, 995 OR EQUIV. MT* 6533402 708X1 628V1510 64051 64050 ■ A. GLASS, 5116' LAMS, (1/874„090 PV8,1/6A) B. GLASS, 5116' LANG, 1/8'A,.090 PVB,1 C. GLASS, 5116' LAMI, (1/8'HS,,090 PV8,1/6HS) D. GLASS, 7116' LAMI, (118"A,.090 PV8.118'A) E. GLASS, 7118' LAP*9. (1/8'A,.090 PVB,118'HS) F. GLASS. 7118' LAM. (1/8115,.090 PVB.1/81HS) G. GLASS, 13/18' LAMI IG; 1/8145, AIR SPACE,.5/18' LAW, (118'A..090 PVB.UBWA) H. GLASS, 13116' LAMI 10;1/8"HS, AIR SPACE. 5116' LAMI, (US'A,.090 PVB,1/8"4S) 1. GLASS, 13/16"LAS 1G;118"HS, AIR SPACE, 5/16' LAM. (1/8'9 ,.090 PV8,1/8'HS) J. GLASS, 13/16' LAM 1Q; 1/8'HS, AIR SPACE, 7118' LAMI. (3/16'A,.090 PVB.3116'A) K. GLASS, 13/16" LAMI 1Q;118"HS, AIR SPACE. 7/16' LAMI. (3/18'A..090 PVB,3/18'HS) L GLASS, 13/18" LAMI 1Q; 1/8'HS, AIR SPACE, 7/16' LAMI, (3H8'HS,.090 PVB,3/18"HS) Gi PARTS LIST Ale ALUM. SINGLE HUNG WINDOW, IMPACT 6 . l9 4040-20 Appewed a soslit4ssa sou. fife Miami Dada PT-4 1.363 O FLANGE FRAME HEAD #4002A. 8063 48 O FLANGE FRAME JAMB #4004.6063 -T5 3.448 lbeadDr Daft ar FJr anew 0 X. " avian (USED AS RADIUS TOP HEAD) O FLANGE FRAME SILL (HIS #4050A,6063 -T6 Modem v aoe A a.r.e., art J.J. 1011041 NO CHANGE THIS SHEET l �./ 0 FLANGE FRAME SILL (LOW) #4003C, 8083 -T8 ttr 1—,46, —( O SASH STOP #4025. 8063-T5 f'" 1.513 -61 .738 r.040 0 SASH STOP COVER #4053, 6083 -T5 1.342 h---1 158 ' - -- I� j _ 1.979 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL( - • 94054A, 6063HS-T6 #40060, 6083HS-T8 04007, 608675 88 SASH BOTTOM RAIL (14131-0 �:l #4051A, 6063-75 1070TEC NOL03YORNE 14073:19, FL 3075 FOAM MO f1oKOMB.IR 3874 SEALANT OR GASKET AT HEAD AND SILL VIEW 0-0 VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SIU4 (RADIUS TOP NERD ONLY) FRAME CORNER CONSTRUCTION .050 -41 1.165 0 GLAZING BEAD, 5/16' 640396 8063 -15 31 SASH SIDE RAIL 84006.6083 -T5 .050— .878 1.0964.-- -+'I GLAZING BEAD, 5/16' #40449, 8063 -15 1.096 - - _.j T (USED W1 GRILL KIT) O GLAZING BEAD 7/16' 1 #4222.6063 -75 . 1 . t .ee3 -• .050 `._ .. T - �,.,. 1 1.097 48 ` ' GLAZING BEAD, 13/16' IG 1.115-1 . -i I 114087, 8083-15 0 GLAZING BEAD, 7/16" #9850.6083 -T5 (USED W1 GRILL KIT) EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT arialtheit NOW I Half 1 11 I 404040 1 A Rout L Cl . Pc PE $39112 naucluni • ANCHORAGE FOR 111 WINDOWS SUBSTRATE: ww GLASS C,D,E,F,I,J,KL C,D.E.F.I.J.KL • 0 21312112213 SPACING BASED ON THE FILL NQWMIM D N 1 N O ALL TYPES 1 1 1 1 1 1 1 , 1 1 111 111 112 1(1 111 112 112 1[1 212 1 1 1 1 1 1 1 112 112 1(1 212 112 112 212 21 1 2;213 A,B,G,H 1 1 1 1 1 1 1 1 112 112 111 212'112 112 2(2 212 112 213 C,D.E,F.I,J,KL 1 1 1 2 1 1 2 2 1 112 112 111 213 212 112 213 213 212 213 A ,B,G , H 1 1 1 1 2 2 1 z 2 012 1[2 111 213 212 213 213 212 2(3 C.D.E,F,I,J.KL 2 2 2 2 2 2 2 2 2 2 0 1 1 1 2 111 212 212 212 313 212 21 Mil MI EMU EMU EMI KM DILI Mil LIU EBB UN LIU DU LEM EMU EMU ESE1 1 2 1 2 1 213 212 3 3 213 212 314 314 1 1 1 213 212'313 213 212 313 2 3 2 2 2[_3 212 3(4 214,213 414.314 2 1 2 2 1 1 1 213 212 313 "213212 313 2(3 2 2 2 2 2 2 112 112 112 2 3 213 112.213 213,212 "213 21_3 212 3 4314 213 415 314 112 112 1(2 213 213 212 213 213 212 314 213 2131314 314 213 415 315 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 112 112 1(2 213 213 212 213 213 212 313 213 213 3(3 213 212 3(4 314 C,O,E.F,I.J.KL 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2[2 112 112 2(3 213 212 213 2 3 213'314 214 213 415 314 313 415 ;415 2 2 2 2 2` 2 2, 2 2" 2 2, 2 2 2 2 3 2 212 1(2 112 213 213 212 213 2 3 213'213 213 213 313 213 212 314 3(4 C,D 2 2 2 2 2 2 2 3 2 2 3 2 3 213 112 112 213 2[3 213 314 214- 213 314 214 213 415'315 314.518 418 2 A. GM A,B.0,H A 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 213 314 214 213 214 213 2 3'213 2J3 212 314 214 sew* mft ".+w- p.ae F.K. 1/1'403 aomak pax Pit . 7/2805 rfteram A rrmw' J1_ VI 28" wr 44" WINDOW HIS so woe SIOM3: FROM CORNERS MEETING RAIL - 171/2" FROM TOP CORNERS MEETING RAIL -15' FROM BOTTOM CORNERS AND 8' BELOW MEETING RAIL REQUIRED IN SILL 3 4 2 3 NO CHANGE 7713 SHEET /8 7 006 2 313 2 EMI EILI EMU ®1I 3EN] L11131ESEI ® EMI EMU EJEI EME1LIE1 C i 3 2 2 2 2 2 2 314 2 213 314 2 21 31 21 IECINOLENT NNE FL NUS P.O. SOIL 1578 140140Mti. 1 .3404 Visibly Better er r TABLE 6. 72" 7'4",1 ' 0 OlASS TYPES: A. 5118' LAMI -(118' ANNE4LED,.090,1/8" ANNEALED) 8.5118' LAMA - (116' ANNEALED,.090,1/8" HEAT STRENGTHENED) C.5/18" LAMI - (1/8" HEAT STRENGTHENE ..090,18' HEAT STRENGTHENED) D. 7118' LAMI - (3/18• ANNEALED..080, 3116' ANNEALED) E 7118" LAMB - ( 3118' ANNEALED..090, 3118" HEAT STRENGTHENED) F. 7518" LAMI - (3/18" HEAT STRENGTHEN ®,.090, 3116• HEAT STRENGTHENED) G 13118' LANK IG -1/8" HEAT SEED, AIR SPACE, 5/18' LAMB - (1/8" ANNEALED,.090.1/8" ANNEALED) H. 13118" LAMI IG -118' HEAT STRENGTHENED. AIR SPACE, 5118' LAMI - (1/8" ANNEALED..090.118" HEAT STRENGTHENED) L 13/18' LAMA IG -116' HEAT STRENGTHENED, AIR SPACE, 5/18" LAk11- ( 118" HEAT ,.090,1/8' HEAT STRENGTHENED) J. 13(18` LAMI IG -118" HEAT STRENGTHENED, AIR SPACE, 7/18' LAMA - (3/18' ANNEALED,.090. 3118" ANNEALED) K 13116' LAMA 1G -1/8' HEAT STRENGTHENED, AIR SPACE, 7/18' LAMA - (3118` ANNEALED,.090, 3118" HEAT STRENGTHENED) L 13118" LAM* -118" HEAT STRENGTHENED, AIR SPACE, 7518' LAMI - (3118' HEAT STRENGTHENE0.090, 3118" HEAT STRENGTHENED) 2 1 2 1 313 1 212 1 313 1 212 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -1/4' ELCO 534 CRETE-FLEX 3 -412 SCREWS JAMB BELOW MTG. RAIL ANCHORAGE SPACING, 1/1 WINDOWS AWN ALUM. SINGLE HUNG WINDOW, IMPACT sort NTS Mot 8 of 11 2. INSTALL 111 WINDOWS IN MIAMI -DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-OADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4' TAPCONS, 114' 334 CRETE -FLEX, OR 112 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE B FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. AN HOR QUANTITY KEY: JAMB ABOVE MTG. RAIL HEAD A 2 2 3 � 11- a.w�ee. 4040 -20 ar. A SUBSTRATE: a MN IR ANCHOR TYPES : 29314" 318" 44' 80818" K 78' N QQQ Pf N QN N N N N g N Q N N. N N$ N ., � � 18118" N N ALL TYPES 1 1 1 1 1 1 1 1 1 1 312 1 212 1 211 111 111 111 111 111 111 211 111 111 211 211 111 212 212 2 1 24'" C.D. J,K,L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 312 1 312 1 212 .1, 11 1 111 111 211 111 111 212 212 111 212 2J2 211 312 212 212 A,B,G,H 1 1 1 1, ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 111 21 111 0 1 21 2 212 111 212 212 211:3/2 .2[ 2 212 41 2 312 312 „ C.D.E,F,I,J,KL 1 .1 1 1 1 1 1 1 .1 1 1 1 1 1 211 111 11-1 212 212 111 - 212 212 211 212 2J2 212 312 312,21 413 313 312 A,B,G,H 1 ; 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1. 1 1 1 11,111 111 212 22'1(1 212'212 2 1 212 212 212 3 2 3(2212 312 312 212 37" 4 C,D,E,FJ,J,KL 1 1 1 2 j 2 2 1 2 1 2 2 1 312 212 111 111 212 212 212 212 212 312 212 212 313 313 312 413 313 A,QG,H 1 1 1 2 1 1 2 2 1. 2, 2 1 2 1, 1 312 1 1 312 1 212 212 111 1 1 1 212 1 2 ' 2 1 1 . - 2 1 2 1 - 2 212 312 2I 2 21 312 2 2 212 48.. C,O,E,F.I,J,KL 2 2 2 2 2 2 2 2 2 2 2 2 2 2: 2 2 2 2 212 112 111 222 212 212 212 212 212 3 2 212 212 413 313 312 413 413 312, 2 aB,G.H 2 2 JpQlELI1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 nuE J 2 3 2 2 2 2 umjEal 2 2EJ3 3 M ., C,D,E,F,I,JAL 2 2 2 2 2 212 212 111 212 212 21212 312 21 212 373 212 212 413 313 312 614 413 313 A,8,O,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 212`111 212 212 312 222 212 312 2i2 212 312 2(2 212 413 33;312 48' C,O,E,F.1,J,KL 212 212 212 212 212 3112 212 212 313 313 212 413 313 312 514 414 413 2 AD.G.H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •2 2 2 © 2 2 2 1 1 2 2 2 2 3 2 2 EillEinputjuEitj 2 3 ®2 2113 3 3 3 83t2„ C,D,E.FJ,J,KL 2 2 2 2 2 2 3 2 2 2 2 212 212 212 312 212 212 313 213 212 313 313 212 414 313 313 514 414 413 A,B,G,H 2 2 I 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 L1E1E1 2 3 111131E11111EMEIEXIMIEWILI ®iEBEI®EN]LAU i• .r E TC : I.H. ,TT -. I Yr " 'TS 1 r^ 0 HEAD -18 FROM CORNERS JAMBS ABOVE MEETING RAIL -1712' FROM JAMBS BELOW MEETING RAIL -15' FROM ANCHORS NOT REQUIRED IN SILL , T�; TOP BOTTOM 1 _ • CORNERS AND 2512' O.C. CORNERS AND 8' BELOW MEETING RAIL GLASS TYPES: A. 5118" LAMI - (118' ANNE4LEO..090.18" ANNEALED) B. 5118" LAME - (118" ANNFALED,.090,1/8" HEAT STRENGTHENED) C. 5118" LAMI - (118' HEAT STRENGTHENED,.090,1/8' HEAT STRENGTHENED) D. 7/18' LAMI - (3118' ANNEALED „090, 3116' ANNEALED) E. 7118' LAME - (3118•ANNEAL.ED,.090, 3116' HEAT STRENGTHENED) F. 7118' LAME - (3116' HEAT STRENGTHENED,.090. 3118” HEAT STRENGTHENED) G.1316' LAM110 -118' HEAT STRENGTHENED, AIR SPACE, 5118' LAME - (118" ArNNEALED,.090,U8'ANNEALED) I1.13/18' LAMS) -118" HEAT STRENGTHENED, AIR SPACE, BUT LAMI - (118'ANNEAL.ED..090, V8" HEAT STRENGTHENED) L 13118" LAME IG - U8' HEAT STRENGTHENED, NR SPACE, 5118" LAME - (118" HEAT STRENGTHENED,.080,1/8' HEAT STRENGTHENED) J. 13118' LANE 13 -118" HEAT STRENGTHENED, AIR SPACE, 7/16" LAME - (3118' ANNEALED „090, 3/18' ANNEALED) 1(.13/18” LAME K3 -118' HEAT STRENGTHENED, AIR SPACE, 7116' LAME - (3118' ANNEALED..090. 3/18' HEAT STRENGTHENED) L 13118' LAMI (0 -118' HEAT STRENGTHENED, AIR SPACE, 7/16' LAMI - (3/16' HEAT ST RENGTHENED,.090, 3116" HEAT STRENGTHENED) Root* the ANDARD VW AND NO MANCE 7H7SMEET P 4. ANCHOR QUANTITY KEY: TABLE 7. WO TECHNOLOGY DRAPE p NOKOMIS. FL 34275 P.Q BO* 93>8 NOK01418.FL34V4 WS1*Bette► ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT NTS 9 • 11 4040-20 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2-1/4' ELCO 3S4 CRETE -FLEX 3-512 SCREWS 2. INSTALL STANDARD VIEW AND RADIUS TOP WINDOWS IN MIAMI-DADE COUNTY PER TABLE 7. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4' TAPCONS,1/4' 834 CRETE -FLEX, OR 512 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. HEAD 2 JAMB ABOVE MTG. RAIL 2i 3 4. JAMB BELOW MTG. RAIL t Robert L Cttk, P.E. PE 3112 snuctt a! TABLE 8. WIDTH 24" 32" 3r 40" 44" 531(8" Ors *oink Vat k rilediftesc 1409 A AN CHORAGE FOR VIEW AND RADIUS TOP SUBSTRATE - +�_ ANCHOR TYPES- _ 29 3r " . 38 3M" GLASS TYPE 19118" 0, E, F, J, K L 1 D,E,F,J,KL 1 D, E, F, J, K, L ' L a D,E,F,J,KL 1 D, E, F, J. K L 2 112 D, E, F, J. K, F, L 0, E,J,K F, L Ibasser 111 211 1 1 111 212 1 1 1 112 2 2 312 2 111 1 12 2 113 2 113 112 2 PamPF eeec OsoleM O rare FSr. 712149S Tanaoe 1 1(1 1 112 1 2 112 113 13 2 11 1 8 11 112 2 1 1 1 1 112 1 1 1 1 112 12 ;112 112 1 1 1 112 112 212 112 2 2 2 2 1(2 1(2 2( -1(2 213 2 2 112 (213 2 2 2 2 112 112 N 111 1 112 2 212 213 2 213 2 1 1 1 1 112 1 1 112 2 112 2 1 112 2 112 2 1 ( 1 1 212 1 212 2 21 2 2 212 2 2 2 3 13 13 3 1(2 212 3 NO CHANGE MOOS SHEET 1 111 1 412 1 212 2 - 212 2 212 212 312 212 2 2 212 2 21 2 213 3 112 212' 2 2 212 2 212 2 2 2 313 3 313 3 212 3 2 1070 TECHNOLOGY ORIVE NoKCMIS p .34V$ P.O. eft 1520 NOKCMS. R.54274 50518" cv 1 1 1 1 2(1 111 2(1 1 212 2(1 312 1 1 1 2 212 2 2 2 2 412 2 212 212,412 2 21 3 2 2 213 3 2 2 2 2 212 2 4 513 3 3 3 2 312 3 13 2 113 113 112 213 213 212 213 213 212 313 213 2T2 513 0, E, J, K 2 2 2 2 2 2 3 3 2 3 3 2 3 113 113 11 3 212 213 2 3 212 313 213 212 SPACING BASED ON THE FOLLGW04 212 DHNENSfONS: HEAD -181? FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS AND 251/2" O.C. JAMBS BELOW MEETING RAIL -8" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL 2 80" 83" 1 1 2 211 1 1 2 2 211 1 . 1 312 312 2 1 312 31 2 2 2 4 2 3 2 4 3 312 2 2 4(3 312 3 2 2 413 312 3 2 4(3 312 eD 72", 74", 11 1 1 3(1 3(1 1 1 412 312 1 1 2 , 412 2 5(2 412 2 512 2 2 812 412 412 2• 813 3 813 2 412 3 713 3 2 512 2 2 512 3 513 2 813,412 7S" N 1 2(1 1 31 1 1 3(2 1 412 .2 2 412 2 513;412 2 412 2 512 2 412 GLASS TYPES: D. 7118" LAMI - (3(18" ANNEALED, 090, 3/18" ANNEALED) E. 7/18" - (3/18 ANNEALED,.090, 3M8" HEAT STRENGTHENED) F, 7/18" LAMI - (3(18" HEAT DIED 490, 3118" HEAT STRENGTHENED) J. 1311/7' LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7118" LAMI - (3/18" ANNEALED,.090, 3118" ANNEALED) K 13118" LAMI IG -118" HEAT STRENGTHENED, AIR SPACE, 7118" LAMI - (3/18" ANNEALED,.090, 3118 HEAT STRENGTHENED) L. 13118 LAMI IG - 1(8" HEAT STRENGTHENED, AIR SPACE, 7/18 LAMI - (3/18" HEAT STRENOTHENED,.090, 3(181 HEAT STRENGTHENED) ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT /ftemwei p.a. SH? I NTSS 10 + 11 4040 -20 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 - 114" ELCO 334 CRETE -FLEX 3 - 912 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MU 111 -DADE COUNTY PER TABLE B. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE COUNTY TO FULL DESIGN PRESSURE, USE 114" TAPCONS, 114" S84 CRETE -FLEX, OR 412 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 5 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE- 4. ANCHOR QUANTITY KEY: HAD —� JAMB ABOVE MTG. RAT- --+. JAMB BELOW MTG. RAIL A 2 2 3 1 Appeared sscamplyta4 "Itn tke Dmta y� I � 1 fI I • • NO ."T= fir. ?r Mel Dade . By OPTIONAL 1x WOOD BUCK (SEE NOTE 3) (CONCRETE) 114' MAX SHIM •• DETAIL C 114' MAX. SHIM DETAIL A DETAIL B TYPICAL HEAD ANCHORAGE a EXTERIOR INTERIOR* (BOTH HEAD DETALS) • CONCRETE ANCHOR (SEE NOTE 1) • • • 1 114' MCI. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1) 1 • . . (CONCRETE OR CONCRETE BLOCK) 1x BUCK OPTIONAL WITH SOUD CONCRETE SUBSTRATE (SEE NOTE 3) TYPICAL JAMB ANCHORAGE 4 INTERIOR (BOTH JAMB DETAILS) EXTERIOR DETAIL D NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMWADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114' ELCO TAPCONS OR 114' S34 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 13 2 112'. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 SCREWS. 114' TAPCONS OR 114' 3S4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKTOBSS IS LESS THAN 1 112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11rI Tlitd( OR 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 8063 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL SE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHAD. BE A #12 MEET 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. 5. ANCHORS ARE NOT REQUIRED AT THE SILL. Q 8. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 412 IMPART HEADS. Appland du' p ? ! , 'T 3 Marl Sark Pahri itimmAr Orse maw art 414. W24 aim of: wt Nribm Iambic A ADO NOTE IRE fMATHEW/ D:HORS. aremer a a,oa 1 1070 TECHNOLOGY ORM NOKOMIS. P.O. QOt ISM ti01tOl11l9 FL 3 �Z ANCHORAGE DETAILS INN ALUM. SINGLE HUNG WINDOW, IMPACT SW.3 ( Half r 11 .11 I�� 4040 -20 Robot L Get P.E. PE 039712 Structural /7, MIAM4OADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT bdustries 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 who allowed by the Authority Having Jurisdiction (AHD. 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 telling and the Ale 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 medal fails to meet the requirements of the applicable building code. This product Velocity s �f� and has been designed to comply with the Florida Building Code, including the Eligh DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mul ion L.M.L APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Cl ark, P,E., bearing the Maud-Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MLSSILE 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 fled 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 won 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 manufaeurer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA g 04. 0528.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1363 (303) 373 -2901 FAX (305) 375-2908 www.b ,geodeonline cues NOA No 06-0125.07 Expired= Date: June 28, 2011 Approval Date July 20, 2006 Page 1 1141' iiiik M ANC1OR5 DETAIL E'. 1-"C 0` Ar EOfr3 7rDi. AND Ar BC1T O0.I MIIILJthS Ws WttW2 Hi+M2. (g) WbDQWS MILLED W/Ot1E A6014,7 1 ANCHORS* DETAIL A r-- ANCHORS X A?L A y . .y ANCIORE &"TAIL A B", `C" efi' `0" Al SUM ENO: ANO AT 8070MS W m WI +W2 +i+3 H a H1 +H7. fOL7IPLE WINDOWS M{/LLEQ FOR (AL1ERA LNG MAX ALCI OLE ,W /Q1VE .04401C OESICAI PFUSURE SEE DOLES 'O,? Oc7E7►?MIWVG LIAX ALL01551E ON PACES 5, 6 d 7 V.SION PRESSARE SEE Tow Ad) MAX °PEW > H OR H +H2 IN PATES 5, f dt 7 MULL LEMON W O,7 W' +W2 413) dAX OPENING " H OR lt1.00 42j KOK °PEI'diC = W O. if +W2 .61001 LENGTH = W OR W1 +15,W3 MULL LET& 1 m Hi M4) MX it,'fAhNC W1+112 OR 12 +113 Nt71E5: BULL 11)0111 = Ha 1. THE 33 1 /3X SRESS INCREASE KA.y NOT SEEN USED IN THE DESCN OF THIS FRCCUCT. 2, 3 5, 6 A1MD 2. WINMOWS ANO MORS OR ca4BWt AT)0NS ) ERCOF MAP 6f MULLED To A M4)f1/UM of (7) toms 3. 4MULJONS ARE APPROVED POI IMPACT AN* N0N +MP.MT APPUCATIPNS. 4. REF1RENCE - 1IST REPORTS- F TL -2902. 2903 AND 2PS. E00 1 TEXTNQN NGA: 04- 0:21.C1. 03-1225.05 S.O5 AtSVAF*PA N)5-2001 FO? WOOO CDASI'RUOTI0N A.M --2000 ALIMINUM DESI ?1 MANUAL 5. THIS PRODUCT OAS BEEN DrIGNED & TOTED TO coakr WITH TIE REWIRE - MEN'S OF THE F.ORIAA BOLLING CODE. 2904 EDITION FOR THE Ii l VELOCITY f'' 1, HURRICANE ZONE (HVHZ). " fir 6. WOO) BUCKS 9Y07HE S. MIST BE AfCH)RED PROPE?LY TO TRAA$FER LOADS 41 TO 7,E' STAUCME' Oat L Irk 1;•4 - MULLIONS =OR ANCHORLGE ANCHORS DET/IL. 'TS*` i?" )R 0` 80T• ENDS AVCHORS "O" OR "O BOTi ENDS W• W1 +iW2 (. W1tiQQOW; MULLED TOGETHEES fOR 11E1ERM1N NC 44X ALLOWABL: DESON PRESSURE SEE TABLES WIVES 5, 8 * MAX OPENING m k OR W1+W2 MUL' LENGTH a 0. TYPE, QJANflTY AND LOCATION, IEFER IQ woman wawa P. G. GM /At moms It .4274 TO S1tt1S WITT PCT WU:TRIES PROW'S .K. F.1C. N ¢ fi l 414 it l a I►A.ILL iftiVNE A84 FCR D'TfrrUINm U Au.C*. DESK PRESSURE sr TALES ON PANS 5. 5*7 MAX CPENIND « H OF N1 +H2 MULL .ENGTH sr W 11 " HEAVY WILL, ELEYA11ONS ALLMINUM TJQE CL/PEW AtiatION bestAistok MUIS I NTS I `i' i d 7 D 6221 M T 1 1 I L ANC1OR5 DETAIL E'. 1-"C 0` Ar EOfr3 7rDi. AND Ar BC1T O0.I MIIILJthS Ws WttW2 Hi+M2. (g) WbDQWS MILLED W/Ot1E A6014,7 1 ANCHORS* DETAIL A r-- ANCHORS X A?L A y . .y ANCIORE &"TAIL A B", `C" efi' `0" Al SUM ENO: ANO AT 8070MS W m WI +W2 +i+3 H a H1 +H7. fOL7IPLE WINDOWS M{/LLEQ FOR (AL1ERA LNG MAX ALCI OLE ,W /Q1VE .04401C OESICAI PFUSURE SEE DOLES 'O,? Oc7E7►?MIWVG LIAX ALL01551E ON PACES 5, 6 d 7 V.SION PRESSARE SEE Tow Ad) MAX °PEW > H OR H +H2 IN PATES 5, f dt 7 MULL LEMON W O,7 W' +W2 413) dAX OPENING " H OR lt1.00 42j KOK °PEI'diC = W O. if +W2 .61001 LENGTH = W OR W1 +15,W3 MULL LET& 1 m Hi M4) MX it,'fAhNC W1+112 OR 12 +113 Nt71E5: BULL 11)0111 = Ha 1. THE 33 1 /3X SRESS INCREASE KA.y NOT SEEN USED IN THE DESCN OF THIS FRCCUCT. 2, 3 5, 6 A1MD 2. WINMOWS ANO MORS OR ca4BWt AT)0NS ) ERCOF MAP 6f MULLED To A M4)f1/UM of (7) toms 3. 4MULJONS ARE APPROVED POI IMPACT AN* N0N +MP.MT APPUCATIPNS. 4. REF1RENCE - 1IST REPORTS- F TL -2902. 2903 AND 2PS. E00 1 TEXTNQN NGA: 04- 0:21.C1. 03-1225.05 S.O5 AtSVAF*PA N)5-2001 FO? WOOO CDASI'RUOTI0N A.M --2000 ALIMINUM DESI ?1 MANUAL 5. THIS PRODUCT OAS BEEN DrIGNED & TOTED TO coakr WITH TIE REWIRE - MEN'S OF THE F.ORIAA BOLLING CODE. 2904 EDITION FOR THE Ii l VELOCITY f'' 1, HURRICANE ZONE (HVHZ). " fir 6. WOO) BUCKS 9Y07HE S. MIST BE AfCH)RED PROPE?LY TO TRAA$FER LOADS 41 TO 7,E' STAUCME' Oat L Irk 1;•4 - MULLIONS =OR ANCHORLGE ANCHORS DET/IL. 'TS*` i?" )R 0` 80T• ENDS AVCHORS "O" OR "O BOTi ENDS W• W1 +iW2 (. W1tiQQOW; MULLED TOGETHEES fOR 11E1ERM1N NC 44X ALLOWABL: DESON PRESSURE SEE TABLES WIVES 5, 8 * MAX OPENING m k OR W1+W2 MUL' LENGTH a 0. TYPE, QJANflTY AND LOCATION, IEFER IQ woman wawa P. G. GM /At moms It .4274 TO S1tt1S WITT PCT WU:TRIES PROW'S .K. F.1C. N ¢ fi l 414 it l a I►A.ILL iftiVNE A84 FCR D'TfrrUINm U Au.C*. DESK PRESSURE sr TALES ON PANS 5. 5*7 MAX CPENIND « H OF N1 +H2 MULL .ENGTH sr W 11 " HEAVY WILL, ELEYA11ONS ALLMINUM TJQE CL/PEW AtiatION bestAistok MUIS I NTS I `i' i d 7 D 6221 PGT Ix MULLION MMLLLON CLIP. CLT FIAJC ES OFF CEP 0 MIN A LI' > 4NNEL APIA INSTAL'. AS SNOW) PGT or MULLION FIR 1" MULL I" ?" 0R f i2 F1i SM5 i• JIIJI L� S' STACC,ERED ON OPPOSITE SIDES PGT fx M ((SCAS NOT TO ? Mal WERE WITH £4C1 OTHER) SEE NOTE 3 VPGT Ix MULLION SEE N07:S 2 & 3 I ea 2krYP 1 f� 'YPICAL MUL, Oh T) MlL bLIA :7AbL LLabLO d • A • I; SCREW, SE 001E 3 rr OR + 172 PH SW STAGI^EREt ON OPPOSIE SIDES (SG AS NOT To mrawERE WITH EACH OTHER) SEE NOTE J f P1CAL 40111(11 rn iTFOIO 1I E to ;1 1 JYsOR At% J'F,TAIL. 1. FOR CONCRETE AP ?Ur-AT10NS iA W1AM 1 -OAD1 COUNTY i E ONLY ML'UI -DAOE COU•NY APPROVED £LCO 1/4" TAPCONS OR 4/4' $54 I RITE-FYEX MASONRY ANCHUrS. MINIMAL D1SrANcE 'RCM CENTS? OF ANChOtS TO ComIC 1L L'DOE IS 2 /2". AfiAl. :M8EosEHT: TAPCONS 1 V4 ". CREW -FLEX 1 4'4" 2. FOR POGO APPLIIIT70NS USE i'12 SCAEW$, ELCO i /4` TAP4O$S O 1/4" SS4 0?E'TE -FLEX 1'ASONRY ANc11OI S. MIN. EMSEDMEN1 1 1/2" ANcNlR EMBEDMEIT TO BASE NATERML SHILL BE ISEYW4 WALL. DIESSINC OR STU0a 4. FOR NOLL SUE NO QUANTITY OF ANCHORS SEE Si E7: s, 6 AND 7. FOR ANCHLR LOCATION: SEE SHEET 3. QUANTITY OF PINN1N; SCREWS F7R MULL - TO -CLIP TO 8E Hvif' 71.1E O'MfTY OF ANCHORS f1RO?4 CUP- T0- Of£NING (M.WILUM OF 2 S R WS PER COP). 5. REPRESENTATION of OR OR E A r1rr OM Ra rO CHART; 1 1MROUGi 4 ON SHE'TS 5, 6 AN) 7. FIND 71L APPLICAILE MULL SIZE 410 PRESSUf€ REQUIRED FOR YOUR !PEC1i7C APP.1CATION. /WHORING OR LCA011410 CONLNlONS NOT E4OeW IN rN15E CIMIES ARE NOt Pair OF THIS APPROIAL. ALL S'£EL & CONACT M TH ALIMINUM TO 3E PAINTED 7R PLATED. S. REF'..FEHCE TEST !£PORTS' FTL -2902. 290. AND 2975. ro SE us Et owi Y 141Th PCT 1NUUSFRIES PROWCrS / i r J� IN Om ItXladU WOOD DUCK REMOIED 10 COICAEEE SEE NOTES 2 & 3 2 1 I SEE PCT ix WEAN-'- W NOTE • WOO 1.1202,04* MAC WOW. 075 Pia WI 189 HOMO& R .Y274 TIMM MULU0ILIC STJ1'UCTUJF wIT1i yKJOp Bug .RL7 i1fQ 1801. CONC., DETAIL 20 2" t+I 4' MICK 00 412 FNS45 STACGEREE ON OPPOSITE SIDES (50 AS M'T 7O INTERFERE WITH EACH oTi1 ) SEE NOTE 3 MASONRY ANCHOR / NOTTS 1 & 3 ,j2,.. j LIDAI TO s'ROCTURF .1. Q0 ,511ICE ANA COiw., Oa A$L r j12 FH SMoS STAGGER£O UN GT+POSTTE sox (SO AS LOT i7 INTERFERE Won EACH OMEN IT NOTE 3 SONRY APCHOR. SEE VOTES 1 & 3 �q4 CARD f . Vats 1 HEAVY 101.4, CUP INSTALLATION DE ALUMINUM rJBE CLIPPED .MULION ibA 2 « 7 6221 " NULI. Cl IP (CLIP T) OPENING) EXT,4USIEN DWG /t091 O w- 1 " MC /LL CLIP (CLIP TO MULL) E'X; iUSIoN DWG #1019 CLIP ENGIN CHART FOI Ix MULL MULL 51.rE a Ixas.lJ ! X76 1 .314 .3/6 r !%I6 I Y 2J /4 21/72 3.3,a 1x 4. s/! JJ Y16 — :f0 {2) ANCHOR I.O A TIO4 Ot E (a,).61Q8 ItWE. . Loogon �AItN. 3 Twa (:1 .anrCH R LQ:ATIII NO ES; 1. IMMTAOIT: QUAWTT'.r OF ANGHOtS SNOW ARi FOR MURAL Rt3'RF.Spa:owN ONLr FOR CORRiGT GIAANTRY OF . PLEASE RPM 7.2 CHUM 1 ?ROQQG$ 4 ON SHUTS 5. 6 AND 7. FIND THE CORRECT Mm 3 E' AND PRE•SURF REQUIRE FOR TOUR SPECIFIC ~mote. Z, .1/8 M , CDG£ OSTANGE ANUS To ALL 0/A0 15104 SHOW AS WM. .5 REMENCE TES/ IEPDR35: F1'L 2602, 2DO3 k 2975. rrP. T (2)EQ.Sr. (A--314/2 / 7/9 *A ` "" StructoW imffitrP © 5212 - 44 . 2 - 11 Q 1(43 4J LS M1Iil. • tt1Ai ? N Q8 LQtAT(NN WIN. P.O. IOW,. et ials VP 1St 10610X, R 2 ?4 r.rrp. (4)EQSPRII (A sguctualcu Q FIVr« (I _mL(. w X1 8E 1SfD.Ql&Y ON POT INIDUSRIES PRODICTS yrr 11 f i , 7 !1 7305' Issw 4 a OD W1' WALL, ANCHOR GOB 7TlONS ALLAI11vUM MBE CLIPPER MULUON caree 3ttXL,S N'S 3 7 622 1. REFERENCE TEST IEPORT f7_ -2902, ?903 ANC 297.5 ?"J BE US'E'D ONLY WITH POT INOUSMES PROOL'C1S T Tr t NEAVY WALL d4ULUON PROLES' ALUIIIVUM TUBE CLIPPED MULUDN' Nuts. r j - " ' 'm164'46221 CLIP 10 OP80E 6U 03 G') A (3) k (2) A (3) A (2) A (3) (2) A {3) A Mill (3) I3 (3) 3 (3) 8 (3) E (3) 8 , (4) : (3) 8 {4) 8 tall = (3)6 E (3)8 1:1:1321:01:1:01= (3) a =MEI= r,Ei 170 10 170 133 170 lama 170 170 170 samia 170 170 170 170 ta 170 EU 170 10 COI KU EME J tail 170 El]ILE1 170 CI O 170 10 7 70 i 7 lint ,; m l 130 170 3 170 J OM 170 ea 170 `' '' L J ' Mil "WI ELI Li IIEJMEI 'EURO 110 142 EU Ec1 MS E i 63E11 NU NM Em 101 10' too p 00 93 7ra QiZ2 82 Cil 9 CI [ E E1 80 00 g# ] Q la ICI - EU 1111E1 111:111101 05 Entaminassatm3111:11:1111:11 64 6 3 101 -113111:11111531110111ZIE1111101111a Cilia ILA 50 40 ICI dOEal 121EIO E7 e2 10110110111011113 Cita 42 ICI 40 40 IA E31101111E1 ILIIIIEI L 17017 7E11u31131i iEI Cilia 36 36 Lill 3 0 1131 33 $ Illal Ell ©® 7G'i 32 © 30 30 11E31 29 Ell ©E31l ,, .7E07Ex7lA Ell ©3 24 20 BO 11211110 22 Ili1E31 LAIC, la 7 33 36 30 6 IDS Ell Q ILA IBM EiiMa ll OEM Mail Er1ROI 1011 15 EOM 10 MLR IMIN 00 1111111 Mai 000 IIIIS MINN Ell I 0 1I iKOMI =WS 110 E1 Ml0 ICI 0/1Iin 0 R) A (3) z5 23 155 128 sa so 38 32 (I) A 0)s 25 60 (2) A (3) 13 ()A () 8 (2)A (3) 8 0 A ID 10 0 Man (2) A 1 (2) % (2)3 (2)A ( B 23 (2) k (2) 1 so .?D 16 (3) A (4)8 130 (3)A (4) ;) A (:) 8 33 (3) A (4) 63 CHART 2. » 11T+t2.7ix.375 Q1'Y. & rife. �t#iGHJt� CLIP ro CLIP fro® 111 CHAR1 1. - 1x`.taz.3r6 QTY. 4L IYP. ANCHOR OPEN1J 3 WIDTH 811413/1138 3PENING WIDTH IN .1101 to LA IL.11 ILAI ICU MU el La ILA BB 63 A (2) A Efl (2) A ES (3 8 (2) 8 (2) CLIP 10 UL+t.t i° ClatiliMOV=COMMS: E a MEI 11 J L J I 1 30 EOM NEI le1111011113 100 Q 99 KA 03 Ira • Eli 1>0 l 5 MOEN LI LA KA 04 el 62 IL. ICA 1E11 alL111111112111:3 KA ILA CA Ina EA ILA ICA EA LI €7 irJ a WA LA 1E1 1113111311131 31 IBM 20 ® 0 ' KM WA LA 30 $ 2 2 1110 Ma KA NA WA Id WA KA WA MN MUM NE NU 9 KA NA 11111 — #O IMMIIIIIIINNI1112 1111;1111311111311 MN MS Nil= MN= Mil c E$ rgl • 146 L 2 at. s ndkol hicrizantal MuU orating L _I I4OT S 1 144X88.0.4 A.2018 OLE PESSURE 0 ISF. .2 DESIGN IS IMSCO ON OfENJNC *IMP. FOR SAMPLE UMT5. CONSIDER ONLY TWO ACJACENT UNIT: AT A T7d/E. SEE SJiEr I. .3 REFERENCE TEST REPOij FIL -2902, 2903 AND !975 4 ANCHOR n°F'a: A. ELCW 114' TAPONS, EM8EO. (1 7/47 CR :/4' SS4 CRETE -FLEX, OM. (1 3/4 "J 8. 112 SCREWS 5 SEE ANCHOR SPACING NETMLS SHar J. io BE mums WITH Pcr iri USRitS P go T 'r �'L lia Y.iL L T f NW=r4a PA. eV 1:211 maga L ,1974 NSW tatv�nrl3 • Mulled i6nts t�r�nclrw�� wsarlAAt� *tyilllw i'7�A:'l!t( 1 HEAVY W*LL, PRESSURE CPARTS 1 fe 2 ALUMINUM TM' CL1PED MULLION saftoomit own WIDOW ow MUIS NTS 5 M 7 6221 0 MI i A t2Y� (4) 8 (3) (4) 3 (4 B CCM Can (2 ' a) 8 Ca mu 170 1'0 Ilajl 170 Ma Ea 170 170 Ma 170 lua 170 ma 1E3 180 ig/M3ll [Ea 163 1114M1551 1151111101 137 157 gui 1 Ku 169 tat 158 ICI 126 Kai Lanni E111] 123 1a NEI 1 11 10111111111 116 1101111131111101 100 126 108 121 108 24 1a ma 134 101 122 9 113 94 107 90 103 1n1 101 Kai 1l0 1` , - 125 . 110 128 1 MA 12 `T 89 63 50 �LL 111C1111:1111 AEU 136 103 11E11111a 107 41! 1:.'� 1: i irk i it� 01 011 NU 92 ILE1111011 ILA 1'11 1 11011111131 60 6C 66 1:1 ILA 11101111123111113111 11111111LialliCill 06 68 till 11131111311 ILA ILIA 11131K11111101111101111311111:311101111011 Mum MA ULM 63 63 ILII KAI tall 1:I 1731 101111011101111111111 112 iI WA 67 1:m 57 s4) 50 L1$ 40 1E 1 33 p p 32 30 1E111E31 32 32 EMU 23 11E1 28 111L111011110 I 23 MS 1' 26 ILA MUMS 110111111011111211111611 11011111311 20 NEN ION Mil 11111111116111111:1111101 11111111111:11111111111110111 16 Kai MN MI NMI NMI 11113111111111111 170 152 133 106 91 54 29 170 170 170 108 64 160 (2) A (4) ( 170 170 co (2)1 111:11111:1111 11:311111131111211 1 17 EE1 1 (2) 4 44) (2) 40 33 23 21 s0 m R S 2, 42)4 (4)13 42)33 20 90 8) 13 (2) A (4)13 100 10 130 2) 4 4)13 110 (3f 4)6 (2) 6 R)6 170 170 137 167 123 ; 141 108. 124 88 100 80 40 01 40 30 18 CHARD 3. - 14.2ix.650 111 CP6016131N11 11 IM INGiB V@Nicid Horizontal Mull 8166ple Mulled Jake n� 9 Width NAB 1 MAMMA( ALONA @LE FICSSURE IN 1SF. 2 DESIGN 15 EASED 014 01EI1UNG MT. FOR 1,114 PLE itM7S, GoNSiDER flatY TWO AOACENT 1.114111 AT A TM1E SEE SHEE' 1. 3 REJ•ERLNCE TEST REPOR" F71 2902. 2903 AND 1975 4 ANCHOR 1P ES: A 1:LCC 1/4" TAPC311S, EMBED. {1 1/41 fR 1/4 884 c R FLEX, awl (1 3 /41 V. 112 SCREWS 5 SEE ANCH04' SPACING CETM S SEF 3. D $E USES W.ffH PGT INDUS3RJES PROCCTS +/08 " ! =� GI1G 1165 iWl -� s /05 c.. o A P.IP, 43lo/00 1" HEAVY WALL, PRESSURE CI-ART 3 ALUMINUM TJBE CLIPPED MULLION —$ w 6221 s 170 170 170 170 92 64 70 70 170 170 9a 170 170 70 169 3) A 8) B (2)A (4) O (3)A (3) 8 (2)A (3)A (4)8 (4)8 ( A (4) 8 (3)A ( 6 (4) 1i ( 8 (2) (4)3 ( 0 (2 A (40 (3) A (6) 6 CT . �aa :2)A 4) El 170 (3) A (B) B 170 93 CHARM. • 9 x4x.316 QTY. 8 TIP. ASCHOI CUP T) WOOS CUP TO &W 111 1 OP19116i WIRY _ 0T0 CICIIIIM (5)8 V MCC' 170 WI 170 j 170 170 KO 170 ® 170 1110111101 ILA 170 WI 170 AEA CAI 170 pa 170 170 Nita 170 �j jkr KW ICA 111111111M1 IllallIkra 110 170 so Ina 170 EOM 170 170 170 IrlialieLli lirglatal El 170 Iliral 170 111A1 rall 70 Kill wawa i j 170 col 166 KU 162 170 $Jl4] W Ica 1.17 KLIMA 170 Kai 170 WI Ea NMI 1 E ICI 1 Malian LI 1 66 kJ 160 170 : 170 Ilail 166 LJL3 1® Ka vs Kul l06 Kai cji 144 111Z1111011101 170 giall 185 111521E3 103 1113111111311111a111111.11 120 1111111111631C111164111E11 'ICI 170 SON 160 1. 01 102 WA ' `� M1 . 110111101111E1111111111 108 WI 99 116 NU 106 1:t� ILI 83 10 ILA ItailLii T 9 11:211011111141111 M 82 WM 67 WA so MAKS Maillial 60 80 111111111.311 KB 50 CAUCA ir.11111011 C # :7 IlLat lea 54 Ealltall Ma VIZI 11110111111U11 WM 11.31111101111011 113E11 tall 2 KJ � 59 50 50 K � WM �� 29 likal MM. 22 22 111U11111111LEIMill MIKA MI SE Q mom ailliallicillim : ! cant, e. . vc lign3 tln !d o BE usECANLY w) w NAVOIMS, R. Ian KIKOMIt "W k S4 1 PCT !NDU 'RTES PROD./CM /,. name Aim P ammo. EAVY 144Lt. PRE SURE CHART 4 ALJM!NUM VBE CLIFPED WOW Aal� 3 era • s 6221 ` D 1 AMKIMUM AZ.OW48LE PR5SURR !(v iSF 2 DESIGN is &4560 ON OPENING W/077. FOR MCJL PPLE UN17S, CONSWER 6VLY 7W0 AO1AC£NT U W17i AT A TIME SEE THEE' 1. 3 REFERENCE LEST REPOR' FTL -2902 2903 AND 3975 4 ANCHOR T>PE5: A. 61.01 1/4" TAPQNS. EA1BE0. (1 1/4) (R 1/4' SS4 CRETE-FLEX. EAIB(O. (1 3/4 a $'12 SCREWS 5 SE AI C1t(R SPACING rEFMLS 5HE0 3.