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WS-08-1386Inspection Date: December 30, 2008 Inspector: Bruhn, Norman Owner: CARUSO, BERNICE Job Address: 1050 NE 105 Street Miami Shores, FL 33138 -2106 Project: <NONE> Contractor: ENCORE SERVICES, INC. Building Department Comments Monday, December 29, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement 'DEC 30 Phone Number Parcel Number 1122320280060 Phone: (305)253 -5211 Page 1 of 1 Passed 4 4) 76 , Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: December 30, 2008 Inspector: Bruhn, Norman Owner: CARUSO, BERNICE Job Address: 1050 NE 105 Street Miami Shores, FL 33138 -2106 Project: <NONE> Contractor: ENCORE SERVICES, INC. Building Department Comments Monday, December 29, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement 'DEC 30 Phone Number Parcel Number 1122320280060 Phone: (305)253 -5211 Page 1 of 1 INTALLATION OF 18 OPENINGS FOR IMPACT WINDOW! Passed Inspector Comments ,( E' `T Gu gi2- 5 c ' 1 / i ; Failed Correction Needed Re- Inspection Fee (5751 No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/12/2008 Inspector. Inspector, Default Owner: CARUSO, BERNICE Job Address: 1050 105 Street NE Project: <NONE> Miami Shores, FL 33138 -2106 Contractor. ENCORE SERVICES, INC. rtment Comments Thursday, September 11, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters SEp 5 Mk Inspection Type: Final Shutters WorK lassification: Window /Door Replacement Block: Phone Number Parcel Number 1122320280060 Lot: Phone: (305)253 -5211 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address: Amount of bond $ 6. Lender's name and address: Signature of Owner /CPrint.Owner's Name 0 4 2000 4 STATE OF I HEREBY THE UNDERSIGNED hereby gives notice that improvements will be made ttno property, and in accordance with Chapter 713, Florida Statutes, the following infnrmatio►1 - WITNESS my han is provided in this Notice of Commencement. HARVEY RUVI 1. Legal description of property and street/address: Name and address of fee simple titleholder. Sworn to and subscribed before me this 2 2 day of Notary Public I4 DIv €400 • Print Notary's Name My commission expires: ®af /971.20 123.01 -52 PAGE 4 8102 � f �f o /3 -00- OO 9. Expiration date of this Notice of Commencement: (the expiration 111111111111111111111111111111111111111111111 0 v �d �cd N £ /o j 1 4 Ali /IVA' /V% CFN 2008R0630376 OR Ok 26506 P9 0625 tlas: RECORDED 08/01/2008 13:44:0U HARVEY RUV'INt CLERK OF COURT MIAMI-DADE C OUFITY e FLORIDA LAST PAGE COUNTY OF DADE t this is a true i, py of the Crr /1„, Al Cc / pv-i 4. Contractor's name and address: Z. Co' 1C /� �e Cef s./ C /2J'' et- /N4 GIB Aye . 1 1M 47714 5. Surety: (Payment bond required by owner from contractor, if any) 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: sal //Q date is 1 year from the date of recording unless a differ t date is specified) Prepared by 1A4C� �'� � �✓ p Y �� ,, � ' �xpi ►��. <� �% Address: 7.71jr/WLIA /4 ' . Commission?, N . I1Dfi42145 sc- /1 /urtu(1110 c3 �� . Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle)• Building Roofmg ,"/J. Owner's Name (Fee Simple Titleholder) �/ (. ® Owner's A d ress Cit //YA/ 1 � , State ®,ik° Zip Tenant/Lessee Name Phone # / 060 �v�' /0 Job Address (where the work is being done) City Miami Shores Villa a nn County Miami -Dade FOLIO / PARCEL # ' c�Ae9a2 a9t a Is Building Historically Designated YES NO Contractor's Company Name 6 �J�b'e c . Phone Contractor's 431dress ,14 City HiWifir r State ‘2.- Zip Sgh /7 Q u a l i f i e r N a m e 4 6 - ` o he' n Phone # ( W 94 5 ® State Certificate or Registration No. aKeew &9 Certificate of Competency Not Architect/Engineer's Name (if applicable) ■ /4 i Phone # 0 / iY4C Value of Work For this Permit $ 6-44 Square / Linear Footage Of Work: Type of Work: Describe Work: Submittal Fee $ Notary $ �/ ��'y�� Scanning $ l " l/V Bond $ Structural Review. $ Permit Fee $ Training/Education Fee $ Radon $ Code Enforcem F$ �.). AUG fl 4 a * ******** ***a:***** *** ****** **** **** : Fe : ********** *********axe ****** ******** ** * ** 0 MIAMI C,1(22-7s AMI SHORES VILLAGE 7 ,171a r-rf e.. 77 d�q � r JUL BY: -- Permit 1No.&O 7R(0 Master Permit No. Phone # "AWS Zip g4 / b 9 4761, Repair/Replace ❑ Demolition CCF$ Technology Fee $ Zoning $ eFee$ Mal Fee Now Due $ 325 -OD See Reverse side -) CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature of owner and/or Condo President 1111 Notary as to Owner an s or Cones President'' W i . eP' My Commission Expir NOTARY Pir6i C Commissio a ; % '� •.DD64214 FEES: PERMIT RADON� 1 'F1. C: APPLICATION APPROVED BY: (Revised 07/10/07) Date '� xp e 02119/% Signature Contractor or Owner- Builder NOTARY 4 0 \ \ ,111 11111 1 1itpg a Bu i 1 4 ? Va. C 0211912011 NOTARY PUBLIC Commission # % J'J •.. DD642145. /iir -` B OF F1. 0 �` N ` t � tt . " +A1 ***** *ak$s*jk%kak**** **747.l *WW4. —.,- -. -- 1 Notary as to Contractor or /Owner My Commission Expir Engineer Zoning 02 Plans Examiner Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 1050 NE 105 Street Miami Shores, FL 33138 -2106 Owner Information BERNICE CARUSO Address AMENIMMANSt n, :roam MfAVYAKSIINV b..BWOMMOSSOMMOSPF MM., WA' Valuation: Total Sq Feet: $ 25,000.00 0 P.O. BOX 562992 MIAMI FL 33256- Contractor(s) ENCORE SERVICES, INC. Phone Cell Phone (305)253 -5211 (786)443 -0501 Type of Work: WINDOWS No of Openings: 18 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $15.00 $5.00 $280.00 $18.00 $7.00 $325.00 Building Department Copy Parcel Number 1122320280060 Block: Lot - A i: 14 2998 Ck22`t r MAAM MORES `VQL i',� , ` In consideration of the issuance to me of this permit, I agree to pe orm 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. Authorized Signature: Owner / Applicant / Contractor / Agent Pe Pe h utters'' tick inriavir/ ►oor f'errrt Serfs: AP PROVED Expiration: 01/27/2009 Phone Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.00 Applicant BERNICE CARUSO Final Final Shutters Shutter Attachment Inspection Type: Window Door Attachment July 31, 2008 Date Cell Available Inspections : Thursday, July 31, 2008 1 4" MAX. TYP. HEAD /SILL CORNERS WIDTH SEE =ET 3 I 1 1 ' \ I 1 1 L 1 -I A ANCHORS TYPE A, B OR C 2, 3 OR 4 AT EACH SIDE OF MULL - - ---■ SEE SHEET 8 \ ANCHORS TYPE A. B OR C \ - 2, 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 8 D.1 OPG. WIDTH SEE SHEET 3 IMPACT WALL 3000 /L -3000 ALUMINUM WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATIONS SEE SHEET 3 22" MAX. TYP. AT HEAD /SILL INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 I I I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULUON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. O 2 4" MAX. TYP. HEAD /SILL CORNERS Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16357 C.A.N. 3535 3 1 2008 o- / D.L. OPG. SEE SHEET 3 ANCHORS TYPE A, B OR C \ -2, 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 8 PRODUCT RIM= at complying Mikis Accepinnie ND 12.) kaAlf Agie Product Cnlltroi •• •• • • •• IVO •• •• •• PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. P W Q o g cg 0 O u v o tl Oo 8 o . a13e •.., W co err 4 5 pfh ce 1 -. 0 J C in 0 °' i 1) • • • • • •. • • • • • • NO Q� d • •t • • d • • h 4..7 Z _ Q rsi O Q �-" 1-- M 0 0 c 0 a 0 1 0 0 1 drawing no. 98 -42 ( sheet 1 of 11 • • • • • • • • • • •••• • • • • • • I1 1 1 1j SEE SHEET 3 X' AM MN MI MIME M • SEE SHEET 3 '0d0 'T0 / \ \\"C xvi « 96 / g 1 \v � / 5 8 e4 \ / A § a \ / 0 a ° -t \ L N & o 4 J , O.L OPG. HT. r SEE SHEET 3 i I I l l l ; 1 , 1 1 t i\ 1 1 1 I t Z 1 i 4" MAX. TYP. HEAD /SILL CORNERS WIDTH SEE =ET 3 I 1 1 ' \ I 1 1 L 1 -I A ANCHORS TYPE A, B OR C 2, 3 OR 4 AT EACH SIDE OF MULL - - ---■ SEE SHEET 8 \ ANCHORS TYPE A. B OR C \ - 2, 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 8 D.1 OPG. WIDTH SEE SHEET 3 IMPACT WALL 3000 /L -3000 ALUMINUM WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATIONS SEE SHEET 3 22" MAX. TYP. AT HEAD /SILL INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 I I I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULUON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. O 2 4" MAX. TYP. HEAD /SILL CORNERS Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16357 C.A.N. 3535 3 1 2008 o- / D.L. OPG. SEE SHEET 3 ANCHORS TYPE A, B OR C \ -2, 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 8 PRODUCT RIM= at complying Mikis Accepinnie ND 12.) kaAlf Agie Product Cnlltroi •• •• • • •• IVO •• •• •• PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. P W Q o g cg 0 O u v o tl Oo 8 o . a13e •.., W co err 4 5 pfh ce 1 -. 0 J C in 0 °' i 1) • • • • • •. • • • • • • NO Q� d • •t • • d • • h 4..7 Z _ Q rsi O Q �-" 1-- M 0 0 c 0 a 0 1 0 0 1 drawing no. 98 -42 ( sheet 1 of 11 • • • • • • • • • • •••• • • • • • • I1 1 1 1j SEE SHEET 3 X' AM MN MI MIME M • 4" MAX. TYP. HEAD /SILL CORNERS WIDTH SEE =ET 3 I 1 1 ' \ I 1 1 L 1 -I A ANCHORS TYPE A, B OR C 2, 3 OR 4 AT EACH SIDE OF MULL - - ---■ SEE SHEET 8 \ ANCHORS TYPE A. B OR C \ - 2, 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 8 D.1 OPG. WIDTH SEE SHEET 3 IMPACT WALL 3000 /L -3000 ALUMINUM WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATIONS SEE SHEET 3 22" MAX. TYP. AT HEAD /SILL INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 I I I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULUON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. O 2 4" MAX. TYP. HEAD /SILL CORNERS Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16357 C.A.N. 3535 3 1 2008 o- / D.L. OPG. SEE SHEET 3 ANCHORS TYPE A, B OR C \ -2, 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 8 PRODUCT RIM= at complying Mikis Accepinnie ND 12.) kaAlf Agie Product Cnlltroi •• •• • • •• IVO •• •• •• PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. P W Q o g cg 0 O u v o tl Oo 8 o . a13e •.., W co err 4 5 pfh ce 1 -. 0 J C in 0 °' i 1) • • • • • •. • • • • • • NO Q� d • •t • • d • • h 4..7 Z _ Q rsi O Q �-" 1-- M 0 0 c 0 a 0 1 0 0 1 drawing no. 98 -42 ( sheet 1 of 11 • • • • • • • • • • •••• • • • • • • SILICONE DOW CORNING 995 0 EE 1/4" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX IUG (KEEPSAFE) BY 'SOLUTIA' GLASS TYPE 'A' 1/4° HEAT STREN'D GLASS SIUCONE DOW CORNING 995 cc 0 cc 0 SILICONE DOW CORNING 995 GE ULTRAGIAZE SSG4000 TREMCO PROGLAZE SSG 0 EE 1/4" HEAT STREN'D GLASS .100" INTERLAYER SAFLEX HP BY 'SOLUTIA' GLASS TYPE 'B' GLAZING OPTIONS 9/16" OVERALL LAMINATED GLASS 1/4" HEAT STREN'D GLASS GLASS TYPES 'A', 'B' OR 'C' ALTERNATE GLAZING DETAIL z m m in SILICONE DOW CORNING 995 1/4" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/4" HEAT STREN'D GLASS i 0 GLASS TYPE 'C' PRQOUCTUEVISED Acecomps wo i ' d3 0 3' AM Product Control Engr. DR.�H FMOOQ FLA PE U_16551 CA.N. 3538 • ••' • ••• •••.‘a ••! • • g O 0 M a JAN 11 0 et re O O W IL re O O t • M 0 1L 4 2 g • • . Z W O m • • • •• • • M • • • • R • � , U • • • a n (n •• • E. ~ • E • ••i • '" M M Z co 13 = OQ - 0 0. •c 0 0 T .0 Y 0 0 0 a o N 0 • ° drawing no. 98 -42 sheet 2 of 11 • • • • • • • •• • • • • • • DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' D.LO. WIDTH D.LO. HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 36" 87.0 100.0 100.0 39 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 1 00.0 48" 114" 87.0 100.0 100.0 51 99" 87.0 100.0 100.0 54 87 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 100.0 100.0 66" 87.0 100.0 - 36" 87.0 100.0 100.0 39 117" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 102 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 120 87.0 100.0 100.0 63 87.0 100.0 100.0 66" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48 87.0 100.0 100.0 51° 105° 87.0 100.0 100.0 54' 87.0 100.0 100.0 57 87.0 100.0 100.0 60" 87.0 100.0 100.0 63 87.0 100.0 - 36" 93" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 108" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 - 63" 87.0 100.0 - 36" 87.0 100.0 100.0 39' 87.0 100.0 100.0 42" 96" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48 111 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 1•0.0 60" 87.0 100.0 - DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' D.LO. WIDTH D.LO. HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45° 87.0 100.0 100.0 48' 114" 87.0 100.0 100.0 51 87.0 100.0 100.0 54 87 87.0 100.0 100.0 57' 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 1 00.0 45 87.0 100.0 100.0 48" 117" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42 87.0 100.0 100.0 45" 120 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54 87.0 100.0 - .fi �; NOMINAL DIMS. HEIGHT GLASS TYPE 'B' 'o ra i DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' D.LO. WIDTH D.LO. HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54 87 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63 87.0 100.0 100.0 66 87.0 100.0 100.0 69 87.0 100.0 100.0 72" ✓ 87.0 100.0 100.0 36" 87.0 100.0 100.0 ° 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51 87.0 100.0 100.0 54 90" 87.0 100.0 100.0 57 87.0 100.0 100.0 60 87.0 100.0 100.0 63" 87.0 100.0 100.0 66" 87.0 100.0 100.0 69" 87.0 100.0 100.0 72 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45 87.0 100.0 100.0 48° 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 93" 87.0 100.0 100.0 57 87.0 100.0 100.0 60 87.0 100.0 100.0 83 87.0 100.0 100.0 66" 87.0 100.0 100.0 69" 87.0 100.0 - 72" 87.0 100.0 - 36" 87.0 100.0 100.0 39 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 87.0 100.0 100.0 48 87.0 100.0 100.0 51" 96" 87.0 100.0 1 00.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 83" 87.0 100.0 100.0 66" 87.0 100.0 100.0 69 87.0 100.0 - D.LO. WIDTH D.LO. WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). Engr: DR. HUMAYOIJN FAR00Q STRUCTURES FL0. PE # 16557 C.A.N. 3538 JAN 3 1 2008 PRODUCT REVISED er eimplybs tnidttba lRaida M tZ - ' or Product Centro' • : .. • w 2 �; • • • ••• •• • •• ••• •• • • • .. .� w 1) 0 L C4 h A o • • • .• • • • t3 •N rn • 't • y LL Z cc0 aD ZV � O N 2 $ itc c a 0 0 .O 0 0 0 ,C 1 0 0 0 0 0 0 8 W 0 S 2 0 _ 8 O 2 1 drawing no. 98 -42 ( sheet 3 of 1 1 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 G 7 87.5 100.0 87.5 100.0 87.5 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 84 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 85.6 100.0 81.3 100.0 78.5 100.0 24" 30" 36" 42" 48" 54 60 66" 72" 90" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 81.7 100.0 75.0 100.0 70.1 100.0 66.5 100.0 63.9 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 87.5 100.0 87.5 100.0 84.4 100.0 73.9 100.0 96" 66.3 100.0 60.7 100.0 56.4 100.0 53.2 100.0 50.8 100.0 24" 30" 36" 42" 48" 54" 60" 66 72" 87.5 100.0 82.6 100.0 69.9 1 00.0 61.0 100.0 102" 54.6 100.0 49.8 100.0 46.1 95.9 43.3 90.0 - 85.6 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36" 42" 48" 54" 60" 66 108° 85.7 100.0 69.3 100.0 58.5 100.0 51.0 100.0 45.5 94.7 41.4 86.1 38.2 79.5 35.7 74.3 24" 30" 36" 42" 48" 54" 60 114" 72.7 100.0 58.7 100.0 49.6 100.0 43.1 89.7 38.4 79.8 34.8 72.4 32.0 66.7 24" 30 36" 42 48" 54 60" 120 62.2 100.0 50.2 100.0 42.3 88.0 36.8 76.5 32.7 68.0 29.6 61.5 27.2 56.5 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITHOUT REINFORCING FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING WIDTH (W) = W1 (JAMB) Eng! u`R. HI,'WIYO F STRUCTURES F.A. PE # 16557 3 CAN. 3538 008 W1 WIDTH (W) EY Division W2 W1 + W2 2 Product Control •. • • • • • •••• • ••• ••••:-G • � •••• • • • PRODUCT REVVED as campiplas do Maids Magma lib t/ Cr moo ► WPM • t O U 0 c 2 0 L. e O W .0 2 v 0 0 1 u. 6 4 0 0 0 N • • • • • • • • • • •� • • �. t • • 0 • r- w N M Z 0.o � 0 o 12 O V 0 CV M o< drawing no. 98 -42 ( sheet 4 of 11 MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24 30" 36" 42" 48" 54" 60" 66 108" 84.2 100.0 67.3 100.0 56.1 100.0 48.1 100.0 42.1 87.5 37.4 77.8 33.7 70.0 30.6 63.7 24" 30 36" 42 48" 54" 60" 114" 71.6 100.0 57.3 100.0 47.7 99.3 40.9 85.1 35.8 74.4 31.8 66.2 28.6 59.6 24 30" 36 42" 48 54" 60" 120" 61.4 100.0 49.1 100.0 40.9 85.1 35.1 72.9 30.7 63.8 27.3 56.7 24.5 51.1 MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36 42" 48 54" 60" 66 72" 78" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 82.9 100.0 75.4 100.0 69.1 100.0 24" 30" 36" 42 48" 54" 60" 66" 72" 84" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 79.0 100.0 71.1 100.0 64.6 100.0 59.2 100.0 24" 30" 36" 42 48" 54" 60" 66" 72" 90" 87.5 100.0 87.5 100.0 87.5 100.0 83.1 100.0 72.7 100.0 64.6 100.0 58.2 100.0 52.9 100.0 48.5 100.0 24" 30" 36" 42" 48" 54" 60" 66 72" 87.5 100.0 87.5 100.0 79.9 100.0 68.5 100.0 96" 59.9 100.0 53.3 100.0 47.9 99.7 43.6 90.7 39.9 83.1 24" 30" 36" 42" 48" 54" 60" 66" 72" 87.5 100.0 79.9 100.0 66.6 100.0 57.1 100.0 102" 50.0 100.0 44.4 92.4 40.0 83.1 36.3 75.6 - 89.3 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITHOUT REINFORCING FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING 'ARCH ALUM' DOORS SEE SEPARATE NOA 1 / 1 // 1 / 1 W1 _I W2 WIDTH (W) = W1 (JAMB) WIDTH (W) = W1 + W2 2 'ARCH ALUM DOORS SEE SEPARATE NOA 4» , \1 • 1 / � I 1 i W1 W1 W2 W1 0 WIDTH (W) = W1 + W2 2 INTERMEDIATE HORIZONTAL Engr. Yom'.. HUMAYOUN FAROOQ SIRUCRIRES FLA. PE # 165.57 CAN, WM JAN 3 1 2008 y. 4» INTERMEDIATE HORIZONTALS iD W1 W2 WIDTH (W) - W1 + W2 2 'ARCH ALUM' DOORS SEE SEPARATE NOA ANCHORS READ. SEE DOOR NOA WIDTH (W) = 2, + 4 PRODUCT REVS as complying with diePkddit theldisgaek A000plenoe > 0. - s , c ' PgodeaConsei , to • • • • ••• ••• ..• • � ° in ••86i. x w ... .. • V r� J ro a a A co cn ae co c 0 • • •• A • 1 .ii • ... g. ° � u- • rn Z co co J = Z � O � . 0 c 0 a 'c 0 aD v 0 0 0 0 ,c 1 1, 0 0 0 O 0 W 1 0 0 0 8 0 0 0 8 1 1 0 O .s; drawing no. 98-42 sheet 5 of 11) MULLION DAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL WIDTH (W1) 60" 72" 60" 72" 60" 72" DTH (W: 30 33 36 39" 42' 48` 54" 30" 33' 36" 39' 42" 48" 54" 30" 33" 36 39' 42" 48" 54' 30" 33 ' 36" 39' 42" 48" 54" 30" 33" 38 " 39" 42" 48" 54" 30' 33" 36" 39" 42" 48" 54" LENGTH 96" 96" 96" LENGTH L) 102" 108" 114° wrrHOUT REINFORCING EXT.( +) INT.( -) 71.1 68.1 65.3 62.7 60.3 56.0 52.3 64.5 62.0 59.6 57.5 55.5 51.8 48.6 56.8 54.5 52.4 50.4 48.6 45.3 42.4 51.3 49.4 47.6 46.0 44.5 41.7 39.2 46.2 44.4 42.8 41.2 39.8 37.2 34.9 41.6 40.1 38.8 37.5 38.3 34.1 32.2 wTTH REINFORCING ExT.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.2 82.1 87.5 87.5 87.5 86.2 83.2 77.7 72.9 87.5 83.9 81.1 78.4 75.9 71.3 67.3 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WIDTH (W1) 60" 72" WIDTH (W 30" 33" 36" 39" 42" 8 54" 30" 33" 36" 39" 42" 48" LENGTH (A) 96" LENGTH (L) 120 WITHOUT REINFORCING Exr.( +) INT.( -) 38.3 36.8 35.5 34.2 33.1 31.0 29.1 34.3 33.2 32.1 31.0 30.1 28.3 WITH REINFORCING Exr.( +) INT.( -) 80.0 77.0 74.2 71.6 69.1 64.7 60.9 71.8 69.3 67.1 64.9 62.9 59.2 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WIDTH (W1) 60" 72' 60" 72" 60" 72" WIDTH (W2) 30" 33' 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54' 30' 33' 36" 39" 42 48" 54" 30" 33" 36" 39" 42" 54" 30" 33" 36" 39" 42" 48" 54 30" 33" 36" 39" 42' 48 54" LENGTH (A) 90" 90" 90 LENGTH (L) 96 102" 108" WITHOUT REINFORCING EXT.( +) INT.( -) 85.0 81.3 78.0 74.9 72.1 67.0 62.6 77.0 74.0 71.3 68.7 66.3 62.0 58.2 67.0 64.3 61.8 59.5 57.3 53.5 50.1 60.5 58.3 56.2 54.3 52.5 49.2 46.3 54.0 51.9 49.9 48.1 46.5 43.4 40.8 48.5 46.8 45.2 43.7 42.4 39.8 37.6 WITH REINFORCING ExT.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 85.3 87.5 87.5 87.5 87.5 87.5 83.3 78.6 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WIDTH (W1) 60" 72 60" 72" WIDTH (W2) 30 33' 36" 39' 42 48" 54" 30 33' 36 39" 42" 48" 54" 30" 33" 36 39" 42 48" 54 30" 33 36" 39" 42" 48° LENGTH (A) 90" 90 LENGTH (L) 114' 120 WITHOUT REINFORCING EXT.( +) INT.( -) 44.3 42.6 41.1 39.6 38.3 35.9 33.7 39.7 38.3 37.1 35.9 34.8 32.8 31.0 36.9 35.5 34.3 33.1 32.0 30.0 28.3 33.0 31.9 30.9 29.9 29.0 27.4 WITH REINFORCING EXT.( +) INT.( -) 87.5 87.5 85.9 82.9 80.1 75.0 70.6 83.0 80.2 77.6 75.1 • 72.8 68.6 • 64.8 °: 77.1 74.3 • 71.7 •s 69.2 •• 67.0 62.8 • 59.2 69.0 66.8 64.8 62.6 60.7 57.3 En,r. DR. HUMAY0UN. AROOQ� AR00Q STRUCTURES , CIA. PE # 1(3557 C.A.N. 3538 3 1 2008 PRODUCT REVISED as e e Raepiortda .. .> N JP •�s). • • •3• • O 00 M 0 0 •-) 0 bi c 0 L c O w v .0 3 0 0 0 C 0 Kf O A U O 0 lV 0 x • • • .. • • 41 . • . N . •• • ••s • as • •• rn N M e7 Z � ao Z og 1 4 e drawing no. 98 -42 ( sheet 6 of 11 F 107.22.04 I i I i I r DOOR HEIGHT -1 LENGTH (1..)__ ''40 / 111 \ / II \ / I \ \ 111 \ / \ f% 1 A \ III / \ \ III // \ 111 / \ 111 / \ 111 L---- i., - - - -J WIDTH (W2) WIDTH (W1) MULLION DAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL WIDTH (W1) 60" 72" 60" 72" 60" 72" DTH (W: 30 33 36 39" 42' 48` 54" 30" 33' 36" 39' 42" 48" 54" 30" 33" 36 39' 42" 48" 54' 30" 33 ' 36" 39' 42" 48" 54" 30" 33" 38 " 39" 42" 48" 54" 30' 33" 36" 39" 42" 48" 54" LENGTH 96" 96" 96" LENGTH L) 102" 108" 114° wrrHOUT REINFORCING EXT.( +) INT.( -) 71.1 68.1 65.3 62.7 60.3 56.0 52.3 64.5 62.0 59.6 57.5 55.5 51.8 48.6 56.8 54.5 52.4 50.4 48.6 45.3 42.4 51.3 49.4 47.6 46.0 44.5 41.7 39.2 46.2 44.4 42.8 41.2 39.8 37.2 34.9 41.6 40.1 38.8 37.5 38.3 34.1 32.2 wTTH REINFORCING ExT.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.2 82.1 87.5 87.5 87.5 86.2 83.2 77.7 72.9 87.5 83.9 81.1 78.4 75.9 71.3 67.3 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WIDTH (W1) 60" 72" WIDTH (W 30" 33" 36" 39" 42" 8 54" 30" 33" 36" 39" 42" 48" LENGTH (A) 96" LENGTH (L) 120 WITHOUT REINFORCING Exr.( +) INT.( -) 38.3 36.8 35.5 34.2 33.1 31.0 29.1 34.3 33.2 32.1 31.0 30.1 28.3 WITH REINFORCING Exr.( +) INT.( -) 80.0 77.0 74.2 71.6 69.1 64.7 60.9 71.8 69.3 67.1 64.9 62.9 59.2 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WIDTH (W1) 60" 72' 60" 72" 60" 72" WIDTH (W2) 30" 33' 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54' 30' 33' 36" 39" 42 48" 54" 30" 33" 36" 39" 42" 54" 30" 33" 36" 39" 42" 48" 54 30" 33" 36" 39" 42' 48 54" LENGTH (A) 90" 90" 90 LENGTH (L) 96 102" 108" WITHOUT REINFORCING EXT.( +) INT.( -) 85.0 81.3 78.0 74.9 72.1 67.0 62.6 77.0 74.0 71.3 68.7 66.3 62.0 58.2 67.0 64.3 61.8 59.5 57.3 53.5 50.1 60.5 58.3 56.2 54.3 52.5 49.2 46.3 54.0 51.9 49.9 48.1 46.5 43.4 40.8 48.5 46.8 45.2 43.7 42.4 39.8 37.6 WITH REINFORCING ExT.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 85.3 87.5 87.5 87.5 87.5 87.5 83.3 78.6 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WIDTH (W1) 60" 72 60" 72" WIDTH (W2) 30 33' 36" 39' 42 48" 54" 30 33' 36 39" 42" 48" 54" 30" 33" 36 39" 42 48" 54 30" 33 36" 39" 42" 48° LENGTH (A) 90" 90 LENGTH (L) 114' 120 WITHOUT REINFORCING EXT.( +) INT.( -) 44.3 42.6 41.1 39.6 38.3 35.9 33.7 39.7 38.3 37.1 35.9 34.8 32.8 31.0 36.9 35.5 34.3 33.1 32.0 30.0 28.3 33.0 31.9 30.9 29.9 29.0 27.4 WITH REINFORCING EXT.( +) INT.( -) 87.5 87.5 85.9 82.9 80.1 75.0 70.6 83.0 80.2 77.6 75.1 • 72.8 68.6 • 64.8 °: 77.1 74.3 • 71.7 •s 69.2 •• 67.0 62.8 • 59.2 69.0 66.8 64.8 62.6 60.7 57.3 En,r. DR. HUMAY0UN. AROOQ� AR00Q STRUCTURES , CIA. PE # 1(3557 C.A.N. 3538 3 1 2008 PRODUCT REVISED as e e Raepiortda .. .> N JP •�s). • • •3• • O 00 M 0 0 •-) 0 bi c 0 L c O w v .0 3 0 0 0 C 0 Kf O A U O 0 lV 0 x • • • .. • • 41 . • . N . •• • ••s • as • •• rn N M e7 Z � ao Z og 1 4 e drawing no. 98 -42 ( sheet 6 of 11 F 107.22.04 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WIDTH (W1) 60" 72" 30" 33' 36" 39" 42" 48' 54 30" 33" 36" 39" 42 48" 54' 60 72" WIDTH (W2) 30" 33" 36" 39' 42" 48" 54" 30 33' 36 39" 42" 48" 54" 6D" 72" 30" 33' 36" 39" 42" 48" 54" 30" 33" 36' 39" 42" 48" 54" LENGTH (A) 84" 84" 84" LENGTH (L) 90" 96" 102" WITHOUT REINFORCING EX1.( +) INT.( -) 87.5 87.5 87.5 87.5 87.2 81.0 75.7 87.5 87.5 86.1 83.0 80.1 74.9 70.3 79.8 76.6 73.7 70.9 68.4 63.8 59.8 72.0 69.4 66.9 64.7 62.5 58.7 55.3 63.5 61.1 58.8 56.7 54.8 51.2 48.1 57.1 55.1 53.2 51.5 49.9 46.9 44.3 WITH REINFORCING EXT.( +) INT.( -) 87.5 87.5 87.5 B7.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 30" 33" 36" 39" 42 36 39" 42" 30" 33" 36" 39" 42 NOMINAL DIMS. WIDTH WIDTH LENGTH (W1) (W2) (A) 30 33 36" 60" 39 42" 72 48" 33" 36' 39' 42" 48" MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM 84 84" 84" LENGTH (L) 108 114" 120 WITHOUT REINFORCING EXT.( +) INT.( -) 51.6 49.7 47.9 46.2 44.7 41.9 39.4 46.2 44.7 43.2 41.9 40.6 38.3 36.2 42.6 41.1 39.6 38.3 37.1 34.8 32.8 38.1 36.9 35.7 34.6 33.6 31.7 30.0 35.7 34.5 33.3 32.2 31.2 29.3 27.6 31.9 30.9 29.9 29.0 28.2 26.6 WITH REINFORCING Exr.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 87.5 82.4 87.5 87.5 87.5 87.5 84.9 80.0 75.7 87.5 85.9 82.9 80.1 77.5 72.8 68.6 79.7 77.1 74.7 72.4 70.3 66.3 62.8 74.7 72.1 69.6 67.3 65.2 61.2 57.8 66.8 64.6 62.6 60.7 59.0 55.7 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WIDTH (WI) 60" 72" 6D" 72" 60" 72" WIDTH (W2) 30" 33" 36" 39" 42" 48" 54 30' 33" 36" 39" 42" 48" 54" 30" 33" 36" 39" 42" 48" 54" 30" 33" 36" 39 42" 48" 54" 30' 33 36" 39" 42" 48" 54" 30' 33" 36" 39" 42" 48" 54" LENGTH (A) 80 80 80" LENGTH (L) 90" 96" 102" WFFROUT REINFORCING ExT.( +) INT.( -) 87.5 87.5 87.5 87.1 83.9 78.3 73.3 87.5 85.4 82.3 79.5 76.9 72.1 67.8 76.9 73.9 71.1 68.5 66.2 61.9 58.1 69.1 66.7 64.4 62.3 60.3 56.7 53.5 61.6 59.3 57.1 55.1 53.3 49.9 47.0 55.2 53.3 51.6 49.9 48.4 45.6 43.1 WITH REINFORCING EXT.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WIDTH (W1) 60" 72" WIDTH (W2) 30" 33" 36" 39" 42' 48 54" 30" 33 36" 39" 42" 48" 54" 60" 72` 30" 33 36 39 42" 48" 54" 30" 33" 36 39 42 48" 54" 60' 72" 30 33" 36" 39" 42" 48" 54 30" 33" 36" 39" 42' 48" LENGTH (A) 80" 80" 80" LENGTH (L) 108" 114 120" WITHOUT REINFORCING ExT.( +) INT.( -) 50.3 48.4 46.7 45.2 43.7 41.0 38.6 44.9 43.5 42.1 40.8 39.6 37.4 35.4 41.7 40.2 38.9 37.6 36.4 34.2 32.2 37.2 36.1 34.9 33.9 32.9 31.1 29.5 35.1 33.9 32.8 31.7 30.7 28.9 27.2 31.3 30.3 29.4 28.5 27.7 26.2 WITH REINFORCING DCT.( +) INT.( -) 87.5 87.5 87.5 87.5 87.5 85.8 80.8 87.5 87.5 87.5 74.1 85.4 • 82.8 . 78.2 • 87.3 • 84.2 • 81.3 • 78.6 • 76.1 71.5 • 67.4 77.9 75.4 73.1 70.9 68.9 65.1 61.7 73.5 70.9 68.5 66.3 64.2 60.4 57.0 65.5 63.4 61.5 59.7 58.0 54.9 DR. HUMAYOUN FAR000 SiRUC1URES FLA. PE 1 15557 C.A.N. 536 JA 3 1 2008 PRODUCT RRVISU aomplwi®dis Fldride AmatrageOcb No A rn ce 0 s DO . • , ,,A4 • • r• •• r•• • �. • .o r•° ci •• 1. .4. i •••§ 3 z••.i • ,z -,-, NI Pr) M r,M n o Z m ...I D 3 LL M % " " Q 0 c 0 CO R I 1 c 0 43 0 0 v 0 • • drawing no. 98-42 ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' TYPE 'B' TYPE 'C' WIDTH (W) FRAME HEIGHT 'A2' 'A3' 'A4' 132' 'C2' 24" 30" 36" 42" 48" 54" Q0" 114" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 87.8 100.0 100.0 100.0 1 00.0 76.8 100.0 100.0 100.0 100.0 68.3 95.6 100.0 100.0 92.4 61.5 66.1 100.0 97.3 83.2 24" 30° 36 42" 48" 54" 60" 120 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 100.0 100.0 100.0 100.0 83.4 100.0 100.0 100.0 1 00.0 73.0 100.0 100.0 100.0 98.8 64.9 90.8 100.0 100.0 87.8 58.4 81.8 100.0 92.4 79.0 ANCHOR LOAD CAPACITY - PS EXT.( +) & INT.( -) NOMINAL DIMS. WIDTH (W) 24" 30" 36 42" 48" 54" 60" 66" 72 24" 30 38" 42" 48" 54" 60' 66" 72 24" 30" 36" 42" 48" 54" 60 66 72 24 30 36" 42" 48 54' 60" 66 72" 24" 30" 36" 42" 48" 54" 60" 66" 72" 24" 30" 36" 42" 48" 54" 60" 66" FRAME HEIGHT 78" 84" 90" 96 102 108" ANCHORS TYPE 'A' .A2' 100.0 100.0 100.0 100.0 100. 99.8 89.8 81.7 74.9 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 92.7 83.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.3 100.0 100.0 75.8 69.5 100.0 100.0 100.0 100.0 100.0 100.0 97.3 86.5 77.9 70.8 64.9 100.0 100.0 100.0 100.0 91.3 81.1 73.0 66.4 60.8 1 00.0 100.0 100.0 98.2 85.9 76.3 68.7 62.5 57.3 100.0 100.0 100.0 92.7 81.1 72.1 64.9 59.0 100.0 10 . .0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 1 00.0 99.1 90.8 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 92.9 85.2 100.0 100.0 100.0 100.0 100.0 100.0 96.2 87.4 80.2 100.0 100.0 100.0 100.0 100.0 100.0 90.8 82.6 100.0 10 0.0 100.0 100.0 100.0 10 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10 0.0 100.0 100.0 100.0 100.0 100.0 TYPE 'B' 'B2' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 96.3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.9 90.6 100.0 100.0 100.0 100.0 93.4 TYPE 'C' 'C2' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 94.0 100.0 100.0 100.0 10 100.0 1 00.0 100.0 95.8 87.8 100.0 100.0 100.0 100.0 1 00.0 100.0 98.8 89.8 82.3 100.0 100.0 100.0 100.0 100.0 100.0 92.9 84.5 77.5 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 87.8 79.8 ANCHORS TYPES: SEE SHEET 9 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF MUWON OR JAMB C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF MUWON OR JAMB ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. =111-4=r TIAEPT A2. B2. C2 _13 3° 1 3/4" 3EFF 3" 3/4 INTERMEDIATE HORIZONTAL M tro W1 INTERMEDIATE HORIZONTAL W2 W1 'ARCH ALUM' DOORS SEE SEPARATE NOA 'ARCH ALUM' DOORS SEE SEPARATE NOA 'ARCH ALUM' DOORS SEE SEPARATE NOA I INTERMEDIATE HORIZONTAL WIDTH (W) = W1 2 W2 ( MUWON) WIDTH (W) = W1 OMB) Eno: DR. Hl'M 1YDUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 AN 3 1 2008 W1 W2 WIDTH (W) - W1 ? W2 ( MUWON) WIDTH (W) W1 (JAMB) I 4.? 1 , 1 \ `� I I I 1 1 /1 1 `\♦ 111 / I v,32i W1 W2 W1 WIDTH (W) = 2 + ( MUWON) • • •• . WIDTH (W) - WI (JAMB) • • • • WIDTH (W) _ WIDTH (W) • W1 (JAMB) I 1 1 I 1 I 1 // I W1 W2 W1 WIDTH (W) - W1 (JAMB) 2 1 + V4' ( MUWON) 'ARCH ALUM' DOORS SEE SEPARATE NOA WIDTH (W) - W1 + ( MUWON) PRODUCT REVISED -COQ4gy with the flos1d8 Media Ws A osposos No 3 ' a Explogion 14, ' %/01 ProdactContrel V Z m 0 t l e 0 a g N O OJ 0 s 0 0 t 0 d < 4 4/ 1 F. to si. � • • •• • M • • . at 2 �• rD • • C• N ( t4 N �L, z N . to Z (O z CJ og o t a •c a 0 0 .0 t0 c 0 v c c 0 0 0 O 0 N 1 N N 0 • 0 A co 0 • • •• 0• c drawing no. 98 -42 sheet 8 of 11 ) z O z 0 0 H W TYPICAL ANCHORS SEE ELEV. FOR SPACING . 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING • 4 '4 . 4 4. . .4• 4 4 4 . . 4 4 4 Q 4 4. b • 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING .4 < • 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING • 4 4 • 4 4 . . 4 METAL STRUCTURE 1/8" MIN. THICKNESS x in 2BY WOOD BUCKS • 4 G TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 '0 . 4 THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD STRU WOOD BUCKS NOT BY ARCH ALUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" TAPCONS INTO WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' 1/4" TAPCONS DIRECTLY INTO 3000 PSI MIN. CONC. 1-1/4" MIN. EMBED INTO CONC. TYPE 'C' #14 SMS OR 1/4" SELF DRILLING SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/8" MIN. JAN 3 1 2008 SEALANTS: GLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH DOW CORNING 995. FRAME CORNERS SEALED WITH DOW CORNING 999. Engn DR. HUMAYGUH FAROOQ FLA. PE if 16557 =IR with die Pled C.A.N. 3535 anew 41rb 1 Moolome No .• • • • • • • • ••• f/, fOii ID • z O I- NN W Tar 0 O . Xa 0 car Odd Zia; 3 � 0 I • M a 0 L 0 41 v n 0 8 8 C 41 at o s O - O p N , F0 W L. 0 w O J •• A 03 1 O in • .• • • drawing no. 98 -42 ( sheet 9 of 11 • • • • •• • • • • • • • • • • WOOD BUCK FILLER OPTIONAL BY OTHERS D.L. OPG. MIN. 12 -24 SMS MIN. 3 HINGES FRAME WIDTH EXTERIOR OR INTERIOR D.L OPG. AGP -154 (1045A) JAMB /HEAD MIN. #10 -24 AT 12" O.C. SEE 'ARCH ALUM' IMPACT DOOR NOA FOR DOOR RATING AND DETAILS MIN. 12 -24 SMS SEE 'ARCH ALUM' IMPACT DOOR NOA r 1 , FOR DOOR RATING AND DETAILS I I I I I L- -- - Sl f L - 1 5 _ L ) i � r ij A, _<_-_-____r - __I -I 1 1I �I lI I] r i r•- `�;»L.- I I f g i _ _ = = 171 MIN. 3 HINGES f 0) C 0 L. O a v d .c 0 3 O O w 1 ti 0 og l ) • 4 • 0 1 drawing no. 98 -42 (sheet 10 of 1 1 ) • • • • • • • • • • • •• • .250 FRAME HEAD /SILL/JAMB 2.750 L_.125 FRAME INTERMEDIATE MUWON 4.500 4.500 3.938 2.002 SHEAR BLOCK GLAZING STOP WEDGE —IN GASKET r - .9681 3.938 REINFORCEMENT 3001 (AGA -356) 1/4 -20 X 1 -1/2" AS REQD. AS REQD. 1/ CORNER AS REQD. 2/ CORNER AS REQD. AS REQD. DESCRIPTION FRAME HEAD /SILL /JAMB INTERMEDIATE MUWON (VERT. /HORIZ.) GLAZING STOP SHEAR BLOCK GLAZING COMPOUND FLAT HEAD THREAD CUTTING SCREWS PAN HEAD MACHINE SCREWS ADHESIVE FOAM TAPE SETTING BLOCK (1/2" X 1/8" X 2" LONG) SETTING BLOCK (1/2" X 1/4" X 2" LONG) ALUMINUM REINFORCEMENT 6063 -T6 6063 -T6 6063 -T6 EPDM 70 *5 SIUCONE NEOPRENE NEOPRENE MANF. /SUPPLIER /REMARKS ARCH ALUM & GLASS CO. ARCH ALUM & GLASS CO. ARCH ALUM & GLASS CO. 1" LONG UNIVERSAL RUBBER CO. DOW CORNING SAINT GOBAIN PLASTICS ARCH ALUM & GLASS CO. FRAME CORNER HEAD & SILL INTER. HORIZ. MUWON 1 2008 •. • • • • •• • drawing no. 98 -42 (sheet 1 1 of 1 1 • • • • • • • • • • •• • • MIAM 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 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimldade.gov/bufidinacode NOTICE OF ACCEPTANCE (NOA) Arch Aluminum & Glass Company 10200 NW 67 Street Tamarac, FL 33321 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000/L-3000" Aluminum Window Wall System w L.M.L APPROVAL DOCUMENT: Drawing No. 98-42, titled "Impact wall 3000/L -3000 Window Wall Sys ", sheets 1 through 11 of 11, dated 12/09/98, with last Revision H dated 01/12/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05 0906.05 and consists of this page 1 and evidence pages E-1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 08- 0331.05 Expiration Date: March 5, 2009 Approval Date: May 29, 2008 Page 1 Arch Aluminum & Glass Comnanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 98-42, titled "Impact wall 3000/L -3000 Window Wall Sys ", sheets 1 through 11 of 11, dated 11/09/98, with last Revision H dated 01/12/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Series 3000/L -3000 Aluminum Window Wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5416, dated 11/15/07, signed and sealed by Michael Wenzel, P.E. 2. Test reports on Safety Glazing Materials per ANSI Z97.1 -1984 and CPSC 16 CFR 1201 of Series 3000/L -3000 Aluminum Window Wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5421, dated 10/18/07, signed and sealed by Michael Wenzel, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3398 (FTL- 03175), dated December 10, 2003, signed & sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 03- 1211.08" 4. Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum Window Wall system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3363 (FTL- 02180) dated April 24, 2003, signed and sealed by Edmund() J. Largaespada, P.E. "Submitted under NOA# 03- 1211.08" E -1 Carlos Utrera, P.E. net Control Examiner NOA No. 08-0331.05 Expiration Date: March 5, 2009 Approval Date: May 29, 2008 Arch Aluminum & Glass Comnanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Large Missile Impact Test PA 201 -94 2) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of an aluminum window wall system marked -up by Fenestration Testing Laboratory, Inc. Test Reports Nos. FTL -3326 (01088), report dated January 09, 2002, signed and sealed by Luis Antonio Figueredo, P.E. "Submitted under NOA# 03-1211.08" 6. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1010, dated Oct. 25, 1994, signed and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA# 03- 1211.08" 7. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 03- 1211.08" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 5/23/06 and 01/23/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0331.05 Expiration Date: March 5, 2009 Approval Date: May 29, 2008 Arch Aluminum & Glass Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflez IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 04 /17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance issued Al- Farooq Corporation, dated 01/23/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued Al- Farooq Corporation, dated 01/23/08, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Reports No. FTL- 5416 and FTL -5421, issued by Fenestration Testing Laboratory, Inc., dated 11/15/07 and 10/18/07 respectively and signed and sealed by Michael Wenzel, P.E. 4. Laboratory compliance letter for Test Report No. FTL- 5416 and FTL -5421, issued by Fenestration Testing Laboratory, Inc., dated 11/20/07 and 10/29/07 respectively, signed and sealed by Michael Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0906.05, issued to Arch Aluminum & Glass Company, approved on 01/0506 and expiring on 03/05/09. E -3 5/0? Carlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0331.05 Expiration Date: March 5, 2009 Approval Date: May 29, 2008 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 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 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAN I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 L ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT 61\ EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Revsd By: Date: Rend By. Date: FIG 4/4/07 Raved By. Dais: F.IC 12/15/03 Drawn By Dare: F.IC 7/14/03 Revue: B Revisions: A Checked Hy: CHG. NOTE2 TO REF. ASTM E 1300-02 AND REVISE ANCHORAGE NOTE 3. ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. REDUCE ANCHOR SPACING Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Serlesafodet PW -701 srarT NTS 1 d 12 Diming Na 4259 -4 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES. •..', '9 . PARTS LIST : ••• i etse 9 • ANCHORAGE........:.......: •••• 10-12 •• •• • • •••• • • •••• • •• • • • PRODUCE REVISED Iscomplying with We Florida BaldiagCode Amputee No 17 ,,. Date •• • • • • •• • • •• • • • •• • ••• • •••• • • 0000 Robert L Clark, P.E. PE #39712 Structural • • • • • • • • • • • • Roved By. Raved By. F.K fumed B F.K Drawn By F.K 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Dater Reid:done: Date: 4/4/07 Date: 12/15/03 Data 7/14/03 Rene(• B A Checked By NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 11/16" NOM GLASS BITE t 3/16" HEAT STRENGTHENED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE OUTSIDE OR PT_ Visibly Better x -701 Idrate: FULL 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS Sheet 2 of 12 11/16" NOM GLASS BITE f 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Drawing No. 4259 -4 her. .. • • .. • • • • • •. .... •••• • • •••• • •• • • • • • • •. • • • • .. • •• •• • • • • •• • • • • • • •• • • •. • • • •• • • •• • • ••• • •• •• s • ••• PRODUCT REVISED es complying with the Florida Bidding Code Acceptance No D — s ' Date - ;. • ,air ∎.., ?raciest Conftel 04, og 1/.7 Robert L Clark, P.E. PE #39712 Structural • • • • . .• •• . • • • • • •• • • 1. • •••• • . ••• • • • ••• • •• • ••• • ••• • • • ••• Rend By Raved By: F.1( Revad By: FK HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Date: Data: 4/4/07 Dabx 12115/03 Revisions Revisions B Rerteronx. A FAN F.K 7/14103 EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 1 48" MAX. UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET 21 /4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. P Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQT TRAPEZOID 44 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Deamiteta FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT PW-701 Sam NTS Sneer 3 of 12 Drawee Na 4259 -4 Re% B •• • .. /6 454—-‘ $ 4 7 rt L. Clark. P.E. PE #39712 Structural • • 'ARtH ••• MAX' SIZE = 4E ' 9" OR MAX. AREI = 30.28. SQ. F .... • .. • • •... • • •••• PRODUCT REVISED as complying with the Florida Badding Code Acceptance Na Expiration Date • r•••• .• • •■ •••• • • • • ••• HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. 96" MAX. A 50 1/4" FRAME O D. 48" MAX. L NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 931 /4" MAX D r 45 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. CH. ••• • MAX' SIZE S IZE 8 X•96" ;.. OR MAX' lEA = 30.28 SQ. PT. •• • • • • • • •••• • • •• ••• • . ••• • PRODUCT ILL': as complying with the Rawl& Ridding Code e 0 - •.,� - 06 Date Poidottenttal 609 . • ••• •• • •• ADD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET Revsd By Date: Rev=d Ny: Data F.IC 4/4/07 Revsd Br Dat•: F.IC 12/15/03 Revision= R•ena: B Reefs/wet A Dvaee" er• Dom: dew Data P.K. 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better INTEGRAL FIN ELEVATIONS rrm: ALUMINUM PICTURE WINDOW, IMPACT Seilesedsdat PW -701 NTS Slyest 4 "► 12 4259 -4 Robert L Clark, P.E. PE #39712 Stru ms_ t- • • • • • • • • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3 •A, 0, 3/16" HS) D. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LA (3 /16HS, .090, 3/16" HS) WINDOW "X' DIM. 49.000 76.500 82.000 87.500 93.000 96.000 Raved By Date: GLAS TYPE 28.500 34.000 39.500 45.000 46.500 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA AREA AREA A B,C,D AREA AREA AREA AREA 9.70 SQ.FT. 54.500 I A,B,C,D +80.0 1 -80.0 +80.0 ! -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 f -80.0 17.60 SQ.FT. AREA 10.79 SQ.FT. 60.000 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 11.88 SQ.FT. 65.500 I A,B,C,D +80.0 ' -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 71.000 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 14.05 SQ.FT. AREA 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. 17.32 SQ.FT. 18.41 SQ.FT. 19.00 SQ.FT. -80.0 +80.0 -80.0 +80.0 11.57 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 14.17 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 16.76 SQ.FT. A +80.0 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -80.0 +80.0 -80.0 +80.0 -79.3 +78.0 -80.0 +80.0 -78.0 +76.8 -80.0 +80.0 18.06 SQ.FT. 20.98 SQ.FT. 19.36 SQ.FT. 20.66 SQ.FT. 21.96 SQ.FT. 22.67 SQ.FT. -80.0 +80.0 -80.0 +80.0 Read Bic Date: Revbbnx UPDATE DESIGN PRESSURES PER ASTM E 1300 -02 AND NOTES. F.K 4/4/07 8 CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. Raved By. Dale: Revlskor F.IC 12/15/03 A CHANGE NOTE 1 ANCHORING WITH X12 SCREWS Drawn Br Date: Checked By: F.IC 7/14/03 WINDOW "Y" DIMENSION 13.44 SQ.FT. 16.46 SQ.FT. 19.48 SQ.FT. 22.49 SQ.FT. 24.00 SQ.FT. 25.51 SQ.FT. 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 -80.0 +74.5 -80.0 +80.0 15.31 SQ.FT. 18.75 SQ.FT. 22.19 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.63 SQ.FT. 27.34 SQ.FT. 29.06 SQ.FT. 30.00 SQ.FT. -74.5 +73.1 -80.0 +80.0 PW-701 15.82 SQ.FT. 19.38 SQ.FT. 21.15 SQ.FT. 22.93 SQ.FT. 26.48 SQ. FT. A +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.0 -80.0 +80.0 -80.0 +80.0 -78.0 +70.0 -80.0 +79.1 -80.0 +80.0 -70.0 +68.4 -79.1 +77.3 -80.0 +80.0 -68.4 +67.0 -77.3 +75.8 -80.0 +80.0 28.26 SQ. FT. A +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -80.0 +80.0 -80.0 +80.0 -74.0 +65.5 -80.0 +74.0 -80.0 +80.0 -65.5 ' +63.9 -74.0 +72.2 -80.0 +80.0 -63.9 +62.4 -72.2 +70.5 -80.0 +80.0 30.03 SQ.FT. A +80.0 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.9 -80.0 +80.0 -80.0 +80.0 -71.9 +63.0 -80.0 +71.2 -80.0 +80.0 -63.0 +61.5 -71.2 +69.5 -80.0 +80.0 -61.5 +60.0 -69.5 +67.8 -80.0 +80.0 31.00 SQ.FT. -73.1 +71.8 -80.0 +80.0 Sheet - 1 12 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 +80.0 -80.0 16.33 SQ.FT. +80.0 , -80.0 18.17 SQ.FT. +80.0 -80.0 20.00 SQ.FT. +80.0 f -80.0 21.83 SQ.FT. 23.67 SQ.FT. -76.8 -80.0 25.50 SQ.FT. -71.8 -80.0 27.33 SQ.FT. -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. NOTES: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. Visibly Be FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Drawha tvo. 4259 -4 .. • • • • • • .. .. • . • .. .. ... .... • • . • .. • • • • .. .. .. • .. ... • • • • • Of • .. .. .... • .. .. .... • • .. • • .. ... • .. • • • • .. • 0 • ... • • • ••• • • • PRODUCT REVISED ea eteapbiag with for Florida Wang / t Code Ne • - •. : .0 {o Date , Product Control Robert L Clark, P.E. PE#39U2 Structural TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 AREA WINDOW "X' DIM. 49.000 GLASS TYPE A,B,C,D AREA 54.500 I A,B,C,D AREA 60.000 I A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D 76.500 A B,C,D AREA 82.000 87.500 93.000 96.000 A B,C,D AREA A C B, D AREA A C B,D AREA A C B,D AREA Raved By Render F.K Dab: Date 4/4/07 Revlsymer Revistree 8 Date: Rte: F.K 12/15/03 A Dawn By. Date: Checked Syr. Date: F.K 7/14/03 WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 1 -80.0 12.96 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 17.32 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I -80.0 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 1 -80.0 16.76 SQ.FT. +80.0 +80.0 -80.0 -80.0 18.06 SQ.FT. +80.0 +80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 20.66 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 - 80.0 -80.0 - 80.0 -80.0 -80.0 - 80.0 - 80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PERASTM E 1300 -02 AND NOTES. CLEAN UP TABLE2 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH #12 SCREWS 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 +80.0 20.98 SQ.FT. +80.0 +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 +74.0 +80.0 +80.0 +71.9 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 24.00 SQ.FT. -74.0 -80.0 -80.0 25.51 SQ.FT. -71.9 -80.0 -80.0 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SQ.FT. +65.5 +74.0 +80.0 29.06 SQ.FT. +63.0 +71.2 +80.0 -80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 -65.5 -74.0 -80.0 -63.0 -71.2 -80.0 30.00 SQ.FT. 13c;;T: Visibly Better 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 28.26 SQ.FT. +63.9 +72.2 +80.0 30.03 SQ.FT. +61.5 +69.5 +80.0 -78.0 -80.0 -73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 -61.5 -69.5 -80.0 31.00 SQ.FT. NTS 6 of 12 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ. FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 29.17 SQ.FT. +62.4 +70.5 +80.0 31.00 SQ.FT. +60.0 +67.8 +80.0 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. Desafptiess INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT se htodet PW-701 Meseta tft -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 -62.4 -70.5 -80.0 -60.0 -67.8 -80.0 Rev: •. • • • • .. • .. • • • • • • •••• • • • • •••• • • • • •• •• •• • • • • • • •• • •••• • .• • • • • • • •••• •• • • • • • • .• PRODUCT REMO as coogdylog withtheThi linkfing Code Accgdonot No Robert L. Clark, P.E. PE #39712 Structural •. • • ••• ..• ••• • ••• • •• • II • •• ••• .• •• • ••• • 1 • • • - - -- •M 1 2.784" Rend By: Frevater F.K Re By: F.K Drawn By: F.K Reakdosur 12/15/03 A Date: 7/14/03 Cheated By: Dare: SCREWED CORNER ASS'Y (FLANGE FRAME) Date: Revisions: 4/4/07 B NO CHANGE THIS SHEET NO CHANGE THIS SHEET MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O 0 ° I i II pIijI ALONG ENTIRE JOINT KEYED CORNER ASS'Y L Q in (FLANGE FRAME) I I ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visit& Better ALONG ENTIRE JOINT MAX. WINDOW HEIGHT SECTIONS & CORNER ASS'Y, FLANGED tme: ALUMINUM PICTURE WINDOW, IMPACT Sere• iedet PW -701 0 0 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) spa: srese HALF 7 of Drawing 4259 -4 INSIDE .. . • • • .. • • . • • • - • • • .•.. • • - • • •••• •••••• • • • •• •• • • •••• • • •••• • •• • • • • • • • •• • • •. •• • • •• • • • •• • • ••• • •••• PRODUCT REVISER as complyhts with the flecida Raiding Code Na Ateeptaace Date i /. • — •.�,�.; • J a:• Product Casing Robert L. Clark, P.E. PE #39712 • • • • •••••• ..... • • • • • • • 2.784" Rom B) SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) aide: F.K 4/4/07 � Dale: F.K 12/15/03 Dawn By: Rate: F.K 7/14/03 WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) Revisions: B A Checked SY NO CHANGE THIS SHEET NO CHANGE THIS SHEET Ram: MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH ALONG ENTIRE JOINT HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) Visibly Better ALONG ENTIRE JOINT New Sedesafodet PW -701 MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING HALF Sheet 8 of 12 2.784" SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Drawing 4259 -4 INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) • • • • • • •• • •• • • • • • • • •••• • • • • • •••• • • • • • • • • •• •• • • • • • • • .• •• •••• • •• • • • • • •••• •• • • • • •• ,• • • • • •• •Y•• •• • •• • ••• • ir • • • •••• •••1•• • • • .. • PRODUCT REVLSI D as complying with Ow Florida Balding Code Acceptance No Dote 77o7 Ro . = L Clark, P.E. PE #39712 Structural ITEM 1 2 7 8 10 1 1 12 13 14 15 17 18 20 21 22 Ravad By Reved FIG Rend By F.K. .050" Drawn By mix F.K 7/14/03 DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 Date: Dare: 4/4/07 12/15/03 Revisions. Rem A Checked By1 Data PART # 64256 64253 781 PQX 64255 64254 6TP247 64262 r- .970" I ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 NO CHANGE THIS SHEET NO CHANGE THIS SHEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better 1.875" .062" - .-1I-4* t �-- .062" Serleatkedek PW -701 Sealer HALF 2.784" Sheer 9 a 12 2.784" 1 • .077" • • •• • • • • •••• ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 0 EXTRUSION PROFILES & PARTS LIST 7W8: ALUMINUM PICTURE WINDOW, IMPACT MmHg No. 4259.x1 R 2.500" • • •••• •• • • • • •• • • • • •• • •••• • • •••• • •• • • • • •• • • •• • • • •• • • • •• •• ••• • • • • •' • • ••• • ••• ••• ••• • ••• • •••• • ••� PRODUCT REVISED es complying with We Florida Bakens Code Acceptance No Date 06 • ••• • ••• • . • ••• •• • • •• • •• .131 "DIA.MN. x 2 1/2" NA L, AT CORNERS AND 5" O.C. T WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. f SHIM 1/4" MAX. I SHIM • • °` •' SEE NOTE 1 FOR EMBEDMENT A r e • a A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) 1 3/8" MIN. ®EMBEDMENT INTEGRAL FIN DETAIL B WOOD ANCHOR (SEE NOTE 2) A 1/4" MAX. f SHIM T 2x WOOD BUCK (SEE NOTE 3) 3 SEE NOTE 1 FOR A EMBEDMENT: • : • . T 1 3/8" MIN. A EMBEDMENT CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. I SHIM 1x WOOD BUCK • r .. (SEE NOTE 3) 4. • L 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A FLANGED DETAIL C NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4 SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8 THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. WOOD ANCHOR (SEE NOTE 2) A 1/4" MAX. f SHIM T • • •• •••• • • • • • •••• • 25i WOOD BUCK NOT; 3). . • •••• • •• • • • • • • •• • • • • •• • • •• • • • •• • • •• •• ••• • •••• • • • • •• PW DUCCREVISED as compVing with the Itakling Cede Acceptance ihrptration Doc • .• • ••• ••. •. • • ••• • • •• • ••• ••• Rend By: Date: Reviskan 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 S GT_ Visibly Better Revisions: B - Revisions: A Checked by: Dale: • Date: F.K J 4/4/07 dale: 12/15/03 Date: 7/14/03 REVISE AND UPDATE ANCHORAGE PER CURRENT FBC Re ,.B F.K Dram Sy: F.K. CHANGE NOTE 1 AND FASTENER SPACING DeveRefee: ANCHORAGE - HEAD, SILL AND JAMBS : ALUMINUM PICTURE WINDOW, IMPACT Serieseleee* PW -701 8aelx NTS Sheet 10 of 12 mow. .49.5.9 -.4 Rev: B Robot L Clads, P.E. PE #39712 Structural • • • • • • 0 • 4 • : • • • • • • • • • • • • •• • • •• TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE O WIND. v a "X' a DIM. 49.0" 54.5" 60.0" 65.5" 71.0" 76.5" 82.0" 87.5" 93.0" 96.0" O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. WINDOW "Y" DIMENSION 15.0" 1.,2.,4. x co O r N c") 0 CO r Cr) O CO ` P CO N CO LO r ti N 1- P Ps ( 1- ti Y 20.0" 1.,2.,4. x CO C) N r (D LO 0 r r Cr) O P CO r r O P O 0 . P - r CO L7 r CO N r O r Y 0 P 0 r O 0 r O P 0 0 O r O P 25.0" 1.,2.,4. x N P CO 0 r N r M O r CO r M 0 r O 0 0- r (O N CO LO r CV r P N r N N N- %- N r N 0 N N r N P N r N r N r N P Pa- N Y 28.5" 1.,2.,4. x CO C7 N P co 0 r N 0 P 0 M Cr) 0 O 0 0 r LC) N r CO r N r CO CO Y tea C) C CO CO W It 0 Co co N r 30.0" 1.,2.,4. x co N r co O 0 r N P O r CO 0 r CO 0 r N -- CO N r CO Y O) O) (3 (A CA 0) 0) O) CA CA O N r O r CO (r) 0 r O 0 r co t_3 O r CO O N r O P 34.0" 1. x CO N r Y r 0 0 r 0 0 0 P 0 CO Cr) N r E.' 0 P Cr) O r CO ■ M 0 P O r P C O N r LC) P N r 2. x Y 1 r 0 0 0 0 r CO r N O r 4. x N r co 0 r N P M 0 CO 0 0 r O r r O r r r Y r 0 1 r r 0 0 0 r N r ch O r co D) D) O O (A O) 00 CA 39.5" 1. x 03 N r Y CO CO CD Cr) (A O Cr) (n co O O C) 0 O CA O () CD (A co (n O 0) CO O N r Cr) O P (D mo d. Cr) 0 P O r r CO Li N r CO LA r N r 2. x CO Cr) N r Y O 0) O M O) co (n co 0 CO M 0 co rn O Cr) 0) _O O) CO Cr) 0) co M (0 4. x W Cr) N r 0 O r N r (r) O r 0 0 r 0 r CO 0 r N r 0 r CO CA CO CA 0 M 0) co M 0) CD CA O 0) CD (7;5 D) O D) CO Cr) 0) c�5 CA Y 45.0" 1. x CO M N r C O 0 P 0 O CO 00 0 O) Cr) CO co (D 0) _ O 0 r r Y P P P r P x 00 Cr) N CO O N r Cr) 0 r CO r 0 r CO 0 r O M r LO P O P 2. Y r r r r r •r- co 4. x co N r CO O O r CO LO 0) Cr) O P co 0 co O r co ti CA 0) 0 Y r r r r 0 46.5" 1. x C Lr) N coo O O r W O (_) CO t0 r 03 co 0) 0 Cr) CO co CO C0 CO co F:- CO r r Y r r r r N P r N r r P r r r r x M N P CO ` O O r N r co O P CD O r _ 0 P O P M O r O P N 0 r 2. Y T P r r r r r P P P P N r r r P P r P r r r (A CO (D 4. x co N r O r CO O 0) O CO 0 0) Cr) Co CO ti D) Y N r r r P r r N r r r r r r r N P r r P r r r CO M N P O 0 r (D 0 co Lfl O CO e- "4' Cr) 0 CO ti 00 CO r CO CO 03 48.0" 1. x Y N r N r N P N r N r N N r N r N P N r x Cr) N r CO O r N r c) 0 r CD N-- 0 r CD r N••• r CO CO P 0 r (V O P 2. Y N r N r N P N r N r N N r N P N r N 4. x CO L+7 N r O O r co 0 C) O r co (U Cr) (o O CO CA co ti (0 Y CV CV Cal CV CV CV Cal NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON-CENTER (0.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 2 1/8" 0.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-CENTER Rem/B Daft R.,44.Thr DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. Rend Ay: Rend By: Deo: Drawn Br EK 4/4/07 Revisionic Dee: Checked Date: NEW SHEET 1070 'TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visib& Better DIM. Desozipliox ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON • • Thi ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOVV, IMPACT SeriesOdooet Coo& Sheet Robert L. Clark P.E. • • • PRODUCT REVISED as complying with die Perils Irlakihig Code Bate • • • • • • • • • • WIND. "X' DIM. TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE 0 Q U a 25.0" 28.5" 30.0" > 49.0" 54.5" O.C. 60.0" 65.5" 71.0" 82.0" 87.5" 93.0" Onsen By. Data F.IG 7/14/03 O.C. O.C. O.C. O.C. 76.5" O.C. O.C. O.C. O.C. Dee: N CO 96.0" O.C. 15.0" 3.,4.,5 X Y WINDO Y" DIMENSION N r- N h F 1- Deg: 4/4/07 Revue B Revere: N r N 0 CD N Checked By: Dew 20.0" 3.,4.,5 3. X Y X Y O 0 0 F r CO 0 t` O CO O r 0 0 O O e- 01 0 O O CO CO N CO N O (O N O N O O N CO O CO 4. 3. 4. 5. 3. 4. 5. 3. Y X Y X Y X Y X Y X Y � • e co r N co N F r OD CO r (p 00 0) N 0 F O N 0 P P N N co O co _ P co N CO F P P • 03 N r N W N N vt OD N N CO h CO V` CO P 00 CO (n 00 co CO Z O0 CO OD N CO ;is), 0 N P M 0 (O _M Cr) 0 CO 03 N P r 00 0) \ tl' CO CO CO r (D O CO F (7 OD 00 F O 00 00 e 00 CO O OD CO O 0) O) O) 0) 0) O) O) O) O if) N co O 0 (r) 0 r (0 \ d. O (O F N r CO N CO 0) CO CO 00 0) C7) 0) CO CO CO O CO h NEW SHEET P CO 00 0 r N P (h 0 O 0 OD O P O 34.0" 4 Y e r X OD N r CQ 0 P N M O O 1 0 F O N r CO O F N r CO 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Y X co h P r N r P 03 OD OD r" h co co h r h CO O CO CO CO M O) (O M 0) (O r O) co C) 0) co co co 0) co O CO C) (0 0) (0 co O) (0 ch 0) CO e- 00 0 V 0 N r C7 O OD O 39.5" e7 03 N P CO 0 e 4. (0 M O) CO 0) (O O W (0 O) (D O (O M CO O P 0) co N CO N Visibly Better N 0 N Cr) O CO CO CO ()) to h 03 O) C") CO F (.0 (0 0) co (0 O (0 O ( CO O O) (O CO N CO Y X CO _r CA CO h CO CO O) CO CO (O O CO r O co 00 O co y- 03 03 03 0o CO 00 Y DesadeScee co 0) 0 CO O) V` 0) O co 0) O (00 CO 0) 45.0" CO N r 00 O 4. P r T CO 0 CO O O O 00 CO CD 00 X Y X Y CO N P CO O r N" C0 03 r Fs- CO N 03 03 CO CO O r O O 00 CO r F r P 00 GO 07 CO (0 co ((7 N r 03 r O (C) oo 00 N r r O CO tt) CO DIM. 0 M N CO O r 0 O ch 0 CO O) CO C) Q) \ d' M 03 O) O CO 46.5° Y N P Y h h 1r- CO M 0) co Cr) 0) F N F CO C'7 N r 03 O N 0 CD _ P s- r C7 0 (0 CO 01 N t{`5 N P Y X r CO h 0D N 00 O CO CO N P N N O CO CO O (C) co e- (A co C() r h h h r h co O O O e 03 O) 0) c) 00 0) co ti O X N r co (() O CO CO NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER Revad By Ode: DIMENSION FOR THE RESPECTIVE ANCHOR TYPE Raved By. F.K. 8y. 1 "X" DIM. _' ---i-4 AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. Revue IT ANCHORAGE, CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT SerleaRaeek Soft Sheet Drawing No. PW.701 NTS 12 of 12 4259-3 48.0" 4. CV CV CV CV CV CV OD 03 CV to cv CD CO CV cv CV CV CV CV CV CV ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW P5) 4 1/4" ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON • PE #39712 Structural • • -4 • • • • ' 11! • • • • • • • • • • • • • • • Mim JN7.Y BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The won submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this ate, 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. T his p is approved as described herein, and has been designed to comply with the Florida Building including the ITigh Velocity Hurricane Zone. DESCRIPTION: Series PW 701 Aluminum Flzed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Pik Wk ow, ", sheets 1 through 12 of 12, prepared by mamifaetuver, dated 7/14/03, with revision `B", dated 414/07, signed and by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice o Ace number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Wasik Impact Resistant LABELING: Each unit shall bear a permanent label with the ms's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL ofthis NOA shall be considered ate a renewal application has been filed and there has been no change in the applicable building code neptively affecting the performance of this product. TERMINATION ofthis 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 prom. Misuse of this NOA as an endorsement of any pmt, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofthis NOA shall be cause for terminatirm and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Mimi—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 ofthis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perms, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLERBUILDING 140 WEST FLAGLER STREET, SUITE 1603 MWAN% FLORIDA 33130 -1563 (305)375 -2901 FAX (305) 375 -2908 www.buldi o•h+mh cos NOA No. 07- 0418.06 Ezplratlon Date: February 19.2009 Approval Date: June 21, 2007 Page 1 Prr1' Inndu. stri • KJ ' � _ I F AC A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Altmunu n Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufitctut'er, dated 7/14/03, with revision "B ", dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted ander previous NOA 1103- 1105.01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. aubmifted under Previous NOA 003 1105.01) C. CALCULATIONS 1. Anchor verification capons and structural analysis, complying with FBC -2004, prepared by mom, dated 4/13/07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL, CERTIFICATIONS 1. Notice of Acceptance No. 02-0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21 /02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solalia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Maned P .E. Product Control NOA No. 07- 0418.06 Expires Date February 132009 Approval Date: Jane 21, 2007 1 GT Industries F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2 . Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 03 1105.01, issued to PGT Industries for their Series "PW 701" Aluminum Picture Wndow LMI, approved on 02/19/04 and expiring on 02/19/09. E -2 Manuel Product Control NOA No 97 N Expiration Data February 19.2009 Approval Data June 21, 2007 Revd ey F K. Rend By F.K. Revsd 8y F.K. Drawn fay F.K. 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH B. 06" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED G D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WIT E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1 MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTE H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16 I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16 Q7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04 -0721.01, 03 -0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE R HURRICANE ZONE (HVHZ). Date: 4/15/07 Date: 10/17/06 Date: 5/13/06 Date: 2./28/06 Revisions: C Revisions: 8 Revisions: A Checked 9y. J.J. ADD FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. CHANGE TO ASTM E 1300 -02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Date: 3/23/06 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE LASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AN ;090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN AND 716° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE PSAFE MAXIMUM PVB INTERLAYER. AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS 1300-02. PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. HE FLORIDA BUILDING CODE, CU + DjNG THE HIGH VELOCITY Pi lc; r Visibly Better Series/Model: HR710 Scale: NTS Description: ,. . GENERAL l b'1 Mks ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sheen 1 of 11 Drawing No. 4127 -10 • • • • •••• • SHEET* GENeRRE NOTES ' 1 G LA74116 ?ETA14.S:..'. • 2 DES?QRI'PRESSUIS 3 ELVATR1NS.....;... •.:.:. - 4 VERT!S1cCTIONS" • 5 HORf2.!CTIONS • 5 PAI YS'L ST • .: :... 6 EXjRCJIQNS "' • 7 CORNER DETAI I.. ••.... 5 ANCHORAGE • "' 8-11 ••. •• • ••• • • ••• •• PRODUCT REVISED es complying with the Florida L;trfdint Code Au.; ?;?t.cnce O /7 O Expiration Date No m3r rr BY Div' on Product Con Robert L. Clark, F.E. PE #39712 Structural • • • LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE GLASS }.h /ITH AN .090 " OR 3/8" AIR SPACE LA YER. " OR 3/8" AIR SPACE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. OR 3/8" AIR SPACE WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. " OR 1/4" AIR SPACE K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEE L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAA'3LES ASTM 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. EQUIREMENTS OF T 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS FL 34274 •• • • OA DRAvihi M*•••• • •• • •• • • • • •• • ••• • • is ••• Rend By: Date: F.K. 4/15/07 Revd By Date: F.K. 10/17/06 Revdd By: Date: F.K. 5/13/06 Drawn By: Date: F.K. 2/28/06 13/16" LAMI IG GLASS W/ 5/16" LAMI Revrskms: C Revisions: B Revisions: A Checked By: J.J. Data 3/23/06 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE ADD AIR SPACE DIM. TO LAMI IG DETAILS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.3OX 1529 NOKOMIS, FL 34274 Visibly Better 1/2" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • 7/16" LAMINATED 7/16" LAMINATED GLASS 72,73,74,75,76,77 1/2" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI GLAZING DETAILS 1Ele: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/Mode!: HR710 Scale: Full su er: 2 of 11 Drawing No. 4127 -10 C ] EXTERIOR INTERIOR* (ALL SECTIONS) Rev: C .• • • • • • • • . • .. •• • • .... • •• • • .. • • PRODUCT REVISED as complying with the Florida Building Code Acvept,sr^e No Q — o $ . 0 Expiration Date 2t4 By Mi Di .ton ade Produ •• • •• • • • • ... • •• • • .. •• -. • •• • • • •• • • • ... • • • .... . . 0 Ro'ert L. Clark, P.E. PE #39712 Structural • • •• 1••• • • . • ..°.• .. • • • TABLE 1. XOX'(1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" 96" 106 3/8" 108" 111" UP TO 111" UP TO 111" WIDTH TO 86 7/16" TO 86 7/16" WINDOW WIDTH 60" 66" 72" 74" UP TO 74" Revsd By: F.K. Revsd By F.K. Revsd By F.K. Drawn By F.K. Date: 4/15/07 Dote: 10/17/06 Date: 5/13/06 Date: 2/28/06 GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H A ,B,G,H C, I D, E, F, J,K,L TYPE A,B,C, G,H,I D, E, F, J,K,L GLASS TYPE A,B,G,H A,B,G,H C ,D,E,F, I, J, K, L Revistons: C Revisions: B Revisions: A Checked By. J.J. WINDOW HEIGHT 26" +60.0 +60.0 +60.0 +60.0 +60.0 A,B,G,H +75.0 A,B,G,H +75.0 -60.0 -60.0 -60.0 -60.0 -60.0 26" +75.0 -75.0 36" +60.0 +60.0 +60.0 +60.0 +60.0 A. 5/16" LAMI B. 5/16" LAMI C. 5/16" LAMI D. 7/16" LAMI E. 7/16" LAMI F. 7/16" LAMI - - (1/8" A, .090,1/8" A) - (1/8" A, .090,1/8" HS) - (1/8" HS, .090,1/8" HS) - (3/16" A, .090, 3/16" A) - (3/16" A, .090, 3/16" HS) (3/16" HS, .090, 3/16" HS) -60.0 -60.0 -60.0 36" +75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -60.0 -60.0 -75.0 38 3/8" +60.0 +60.0 +60.0 +60.0 +60.0 -75.0 +75.0 +75.0 ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300 -02 DPs REVISE DP TABLES TO ASTM E 1300 -02 ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Date: l 3/23/06 -60.0 -60.0 -60.0 -60.0 -60.0 38 3/8" +75.0 -75.0 48" +60.0 +60.0 +60.0 +60.0 +60.0 48" +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 -60.0 -60.0 -60.0 -60.0 -60.0 -75.0 -75.0 -75.0 -75.0 50 5/8" +60.0 +60.0 +60.0 +60.0 +60.0 +75.0 +75.0 +75.0 +75.0 -60.0 P T Visibly Better 54" +60.0 -60.0 -60.0 -60.0 -60.0 50 5/8" -75.0 -75.0 -75.0 -75.0 +60.0 +60.0 +60.0 _ +59.5 +75.0 +75.0 +75.0 +75.0 Sedes/Modat HR710 -60.0 -60.0 -60.0 -60.0 -59.5 54" - 75.0 -75.0 Scale: NTS 60" +60.0 +58.8 +55.2 +54.6 +53.6 +75.0 +74.2 +69.6 +68.1 Sheet 3 of 11 -60.0 -58.8 -55.2 -54.6 -53.6 ALL HEIGHTS UP TO 60" -75.0 -74.2 -69.6 -68.1 63" +60.0 +56.2 +52.3 +51.7 +50.9 +60.0 +75.0 ... • .. TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT 63" +60.0 +75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW HEIGHT 63" +75.0 -75.0 - 75.0 +70.2 +65.2 +63.8 +75.0 Drawing No. 4127 -10 -60.0 -56.2 -52.3 -51.7 -50.9 -60.0 -75.0 -60.0 -75.0 -75.0 -70.2 -65.2 -63.8 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 G. 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI- (1 /8 "A, .090,118 "A) H. 13/16" LAMI IG-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI 1G-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) Demtphon: DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rev. C •• • • .. • • • • • • • • • • • • • • • • •• • • • • • • •• • • . • •• • •••• • • •• •• .. • • • • •• • • • • •• • • • • •• •S• • •••• • • • _E IJE VISED o:: c :m,::yi: : :; with the Florida Bcild.'_tg CD !D Acceptance No o7 0815.09 Ex. iration Date J�p lf • ••• " • •• •• . ••. • ••• • Robert L. Clark, P.E. PE #39712 Structural • : ••• ••• • •• • 4. • • .• • • • • •.. • ••• .• • Rend By F.K. Rend By: F.K. Revsd 8y. F.K. Drawn By F.K. A 57 318" MAX. DLO ALL FIXED LITES Date: 4/15/07 Date: 10/17/06 Date: 5/13/06 Date: 2/28/06 27 3/8" MAX. DLO VENT 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME 0 X A Revisions: C Revisions: B Revisions: A Checked By J.J. 33 9/16" MAX. DLO FIXED 54 5/16" MAX. DLO FIXED O DETAIL B - XOX (1/4- 1/2 -1/4) 74" MAX. WIDTH FLANGE FRAME 33 96" MAX. C � DLO VENT C 73" MAX. WIDTH I.F. FRAME --- ►I DETAIL A- OX OR X0 ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 3/23/06 A 63" MAX. FLANGE FRAME ALL 56" CONFIG. MAX. A DLO ALL VENTS 62° MAX. I.F. FRAME ALL CONFIG. A 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I �T Visibly Better 27 3/8" MAX. DLO VENT 27 3/8" MAX. DLO FIXED A D D 85 7/16" MAX. WIDTH I.F. FRAME —+—�� • A 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Sades4todet• HR710 SEALANT OR GASKET AT HEAD AND SILL sr�la: NTS Shee 4 a 11 I.F. FRAME FLANGE FRAME VIEW D -D A (FRAME CORNER CONSTRUCTION) Des:Mgt= ELEVATIONS anon ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Drawing No. 4127 -10 Rev: C •• • • • • •• • • • • • • •• • • • • •• • • •• • • • •• • • •• • • • • •••• • • • • ••1 • ••4 ••• • • • •• • ••• !' REVISED • '' with the Florida Fc- °a :ce No 07 SiOq Er ;cation Date y4rii Zvi/ / By // /. :. Miami .►ade 'roduct Centro, Divi on obert L. Clark, P.E. PE #39712 Structural • ••• • ••• • • • ••• • • • • ••• •• ••• MAX. HEIGHT FLANGE FRAME Revsd By. F.K. Revsd 8y F.K. Revsd By F.K. EXTERIOR MAX. FIXED DLO MAX. VENT DLO SECTION C -C A (VERTICAL SECTION, FLANGE FRAME) Date: 4/15/07 Date: 10/17/06 Date: 5/13/06 Revisions: C Revisions: B Revisions: A Drawn By Date: Chedred By Date: F.K. 2/28/06 J. J. 3/23/06 INTERIOR EXTERIOR A INTERIOR ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET INTERIOR MAX VENT DLO EXTERIOR � — MAX. FIXED DLO SILL P.O. BOX 1529 NOKOMIS, FL 34274 EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) INTERIOR (VERTICAL SECTION, I.F. FRAME) MAX. WIDTH (I.F. FRAME) Visibly Better �-- MAX. FIXED DLO ---� MAX. WIDTH (FLANGE FRAME) SECTION B -B MAX. VENT DLO HEAD (VERTICAL SECTION, I.F. FRAME) A SECTIONS rate: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SertesB,toder HR710 Scala: Half Sheet 5 0111 Drawing No. 4127 -10 Rev: C MAC! VENT DLO • ••• • • • • • • • • •• • • • • •••• • • •• • •• • • • • • • • • • •• • • • • •• • • •• • • • •• • • •• • • ••• • •• • • •••• PRODUCT REVISED as ecr l- l i tg with the Florida Code Acc p No iration Date 4�b Robert L. Clark, P.E. PE 439712 Structural • ••• • ••• • •• ••• • •• • •. • • ••• •• • • • :' • .' • ••• • • • • ••• ITEM DWG# REVI DECRIPTION 1 MAIL ( PGT# 66 GLASS, 13/16" LAMI IG- 1/8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) 67 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) 68 " 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 69 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /.1r4G) 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3 /16 "Ay.59QPVB, 3/J / 4.) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A3.090 PVB, 3 77 " 13/16" LAMI IG3 /16 "A, 3/16" AIRSPACE, 7/16" IAMI (3 /16 "HS,'Q9(fPVB, 3/16' ..: • .. • . • 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H14 AL: i.. 91 1630 SCREEN CORNER KEY WRINGS POLYPROP..... • • 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. •' • • • • • 93 1073 SCREEN SPRING esi -6,-. ST.ST. s • • 94 1624 SCREEN SPLINE- .135 DIA. FOAM e EM PVC .. . • • • • • 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC : ••• • • • • • . 96 SCREEN CLOTH ... 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 225 -1 226 4128 4006 1235 1096 1016 4126 1683 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 A G B D B B A C 4067 GLASS ITEM DWG# REV A 59 60 61 62 63 64 65 4102 If tl tr DESCRIPTION FLANGE FRAME HEAD SASH STOP (STD.) (ANTI LIFT CUP) 8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL WSTP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETINGRAIL W STP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL SMS SASH SIDE RAIL WSTP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP I.F. FRAME HEAD I.F. FRAME SILL MAIL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063-T5 AL 606311D -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HS -T6 AL DIE-CAST 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL I.F. FRAME JAMB GLAZING SILICONE DOW 899, 995 OREQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEAD BULB (THIN) GLAZINGBEAD - 5/16" GLAZING BEAD - 5/16" W /GRILL KIT GLAZING BEAD - 7/16" GILA.ZINGBEAD - 7/16" W /GRILL KIT 6063 -T5 AL GLAZING BEAD - 13/16" 6063 -T5 AL 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) 5/16' LAMI (1/8" A, .090 PVB, 1/8" HS) 5 /16' LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16' LAMI (3/16" A, .090 PVB, 3/16" A) 7/16' LAMI (3/16" A, .090PVB, 3/16" HS) 7/16' LAMI (3/16" HS, .090 PVB, 3/16" HS) 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL PGT# 612237 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 64110G 64054A 64066G 612240 61683G 42112HD 7BRWHL2 44128N 64006 67S16G 71096 7858 64126 61683G 67070K 74078 "C" L OR R 64139 64140 64141 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 Revsd Br. F.K. Revsd By: F.K. Revsd sy: F.K. Date: 4/15/07 Dam: 10/17/06 Date: 5/13/06 Revisions: c Revtakns: 8 Revisions: A Drawn Br Date: Cheer By Dam: F.K. 2/28/06 J. J. 3/23/06 ADD ITEMS 41, 42 & 43 NO CHANGE THIS SHEET ADD SPACE DIMENSIONS ITEMS 66 THRU 77. A A A E T _ Visibly Better .062 i 2.784 1.988 I.F. FRAME JAMB #4141,6063 -T6 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.G. BOX 1529 NOKOMIS, FL 34274 PARTS LIST sebtoeer. HR710 Scale: NTS 1 2.624 2.710 .F. FRAME SILL ' / #4140, 6063-T6 Rae: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sheet 6 or 11 .710 _RAJ' .062 -NJ I.F. FRAME HEAD Q #4139, 6063 -T6 Drawing No. 4127 -10 .062 3.152 Rev: • ... ... • •. • • ... PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date obert L. Clark, P.E. PE #39712 Structural • • • • • • • • ••• • ••• • • • ••• Rend By: F.K. Red 8y F.K. Drawn By F.K. 1.373 Date: 10/17/06 Date: 5/13/06 Date: 2/28/06 2.710 -.062 1 rraf FLANGE FRAME HEAD #4102A, 6063 -T6 _ --III - .062 .490 j k- 1.451 -� 1 SASH STOP #4025, 6063 -T5 .062 L t1 1.349-P--1 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 050 .678 1.096 1 - i f GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) Raved 8y: Date: Revisions: F.K. 4/15/07 C NO CHANGE THIS SHEET Revisions: B Revisions: A Checked By J.J. Date: 3/23/06 1.183 t 1.273 t 2.279 .062 1.122 FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131, 6063-T6 --�I 1.081 SASH MTG. RAIL #4006D, 6063HS -T6 .062 7 .050 I .678 u 78 1.096 1 IT GLAZING BEAD 7/16" #4222A, 6063 -T5 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOIAIS, FL 34274 3.152 Visibly Better .062 i r �-�- 1.291 -►� SASH SIDE RAIL #4126, 6063 -T5 050 -� .678 1.115 1 17 GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) Desalpltan: 1.187 I--+- FRAME SILL ADAPTER #4137, 6063 -T6 SedesIMadet HR710 L 1.403 - ►1 awe: Half 3.090 FIXED MEETING RAIL #4054B, 6063HD -T6 Sneer: 7 e, 11 F .050 .678 1.096 1 - GLAZING BEAD, 5/16" #4039B, 6063 -T5 .683 .050 1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 P EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Drawing No. 4127 -10 Rer. C SASH STOP COVER #4053, 6063-T5 • . .. • • • • .. • . . • • • .. • • .. • • • .. • FLANGE FRAM JAMB' #4002A!8681-`16 • • • .. • ... • • . • • • .... • • . • ... • ... PRODUCT REVISED as complying with the Florida Building Code Acceptance No O Expiration Date 2. ©/ By !/_ . Mi A f'l ade Product i'i on rl)/§7 Robert L. Clark, P.E. PE #39712 Structural • ... • ••• . ' • ••• .. • . • . . • • ... ••• ANCHOR QUANTITIES, XOX (114- 1/2 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TWE> & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL 1 m 0 90 1 r JAMBS HEAD & SILL 1 m D 0 90 0) 1 1 JAMBS HEAD & SILL 1 m > 0 90 0) 1 r JAMBS HEAD & SILL 1 JAMBS] HEAD & SILL 1 JAMBS I HEAD & SILL rJAMBS 1 2. GLASS TYPES: A. 5/16" LAM - (1/8" A,.090, 1/8" A) B. 5/16" LAM - (1/8" A,.090, 1/8" HS) D. 5/16" LAM - ( 11 111 6" " A A,.O9 ,.090, , 3/16 6 " A A) ) D. 7116" LAM - (33 E. 7/16" LAM - (3/16" A,.090, 3/16" HS) 53.125x ; 375 )00 50.625 54.000 E )<)0 63.000 1 +C2 +1 +( 1 1 +C2 +1 +C 1 1 +C2 +1 +( 1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02+1+C2+1 1 +C2 +1 +( 1 1 +C2 +1 +( 1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +( 1 co N U T 8 + P 1 +C2 +1 +( 1 M + N 0 + U T 1 +C2 +1 +( 1 CI 8 T + 8 + T 1 +C2 +1 +C2 +1 M 1 +C2 +1 +C2 +1 IWI 1 +C2 +1 +C2 +1 F. 7/16" LAM - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 11s" A.) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1 /i" A..090, 118: lie) • I. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI -t1/8` k{S,.090, V$: 1S) : 111 J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - 0/16" 1,.090,x,(,6 ".d) • • I K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - 14/1§;4 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI -(/1�; HS,.090.3/16" HS) .. •. • •. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BA P QN THE.FOI.LOWING• • DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LAR R �/�(14VDOV1;�1 Ti$LE. • ..I HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTEFZI!IRI.. ..., .., 25 314" MAX. FROM CORNERS. • •• • JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. • • • TABLE KEY: •••••• •• X O X .•.• 1 +C2 +1 +( 1 1 +C2 +1 +( 1 1 +C2 +1 +( 1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +( 1 1 +C2 +1 +( 1 1 +C2 +1 +( 1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C 1 1 +C2 +1 +C 1' 1 +C2 +1 +( 1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +03 +1 +C3+1 60.000 x: 375 48.000 �5 54.000 60.000 63.000 1 +C2 +1 +C 1 1 +C2 +1 +C 1 1 +02 +1 +( 1''I 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +1 +( 1 1 +C2 +1 +C 1, 1 +C2 +1 +( 1 1 +C 2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +1 +( 1 co T + N U + T N U + T 1 +C2 +1 +C 1 T + U T U P 1 +C2 +1 +( 1 c) 7- N U T T 1 +C2 +1 +C2 +1 lm I 1 +C2 +1 +C2 +1 w1 1 +C2 +2 +C2 +1 M 1 +C2 +1 +C 11 1 +C2 +1 +( 1 1 +C2 +1 +( 11 1 +C2 +1 +C2 +1 1 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1' 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +2 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +2 +C3 +1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2+2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 I1 +C3 +4 +C3 +1 3 1-4-ANCHOR QUANTITY PER JAMB 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD AND SILL ANCHOR QUANTITY. l 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C3 +2 +C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +03 +2 +03 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3+1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 25 3/4" max. -0-1 F.--3" MIN. mu))UC'f :EVISED a:; ccm i_»n with the Florida Ac:e;•tsoceNo 0 4 a(- .0 9 Expiration Date 2. 1 -(/ By / )�,, •a de ' od ... • uc tCo C o . Di ' .ton _s � 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4+3 +C4 +1 3 t It1 t 9" REF. -, X _ 1 I t ! tt O t X .. 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3+1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 106.375x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+2+C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2+3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL, EXAMPLE TYP.- W/ QTY. OF (3) ANCHORS 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +4+C3 +1 3 CLUSTER 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3+1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4 +3 +C4 +1 3 1 +C5 +4 +C5 +1 3 - 25 3/4R MAX. 1 112" TYP. 1�-3° MIN. 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 +C2 +3 +C 1 3 1 +C2 +2 +C 1 3 1 +C3 +3 +C 1 3 1+C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 1 1111 1 1 e Robert L. Clark, F.E. PE #39712 Structural 9" REF. ., X 1 t 1111 O 1 X 1 +C2 +3 +C 1 1 +C3 +3 +C 1 3 3 1 +C2 +2 +C 1 1 +C2 +2 +C 1 3 3 1 +C3 +3 +C 1. 1 +C3 +3+C 1 3 3'1 1 +C3 +3 +C3 +1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 3 1 +C3 +4 +C3 +1 1 +C4 +4 +C4 +1 3 T------___ MTG. RAIL, TYP.- 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 +C4+3+C4+1 1�1 1 +C3 +3 +C3 +1 M 1 +C4 +4 +C4 +1 1 +C3+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1', C4 +3 +C4 +1 1 +C4 +3 +C4 +1 1 +C5 +4 +C5 +1 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Revsd By F.K. Date: 4/15/07 Revisions: C UPDATE TABLE 4, SELECT VALUES DUE TOANCH R CAP. ADJ 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 P T .-` Description: ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Revsd By F.K Date: 10/17/06 1 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUS RS Tom ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsd By F.K. Date: 5/13/06 RevisWns: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. V i sibl y Better $8" ef' HR710 St"' N TS S 8 m 11 Drawing a 4127 -10 R� C mw 8 F.K. F. Date: 2/28/06 Checked B J.J. . .J Date: 3/23/06 ' • ••• • ••• • •• ••• .• • •. • •• • .• •.• ANCHOR QUANTITIES XOX 1/3- 1/3 -1/3 WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1l8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, a NS) • I. 13/16" LAMI IG /8" OR A, MI" NS) ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, GONC 1, CONC 2, 3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL to 2 4 HEAD & SILL 2 g HEAD & SILL 2 g 5 , HEAD & SILL 2 2 5 , HEAD & SILL 2 2 4 HEAD & SILL 2 g li 48.000x 38.375 000 50.625 54.000 000 63.000 1 +C2 +1 +CZ +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 C 1 +C2 +1 +C2 +1 1 +CZ +1 +C2 +1 WI 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +CZ +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 -1 3/16° 5/16" OR 3/8" SPACE, 5/16° LAMI -0/87,1-1t,.090, • • J. 13/16" LAMI IG -1/8° OR 3/16° A, 3/16" OR 1/4° SPACE, 7/16" LAMI - j3/16"A,.090,39f6'" • K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - X3/16" Ji1,.090, 3/160HS •• L. 13/16" LAMI IG -1/8" OR 3/16° A, 3/16" OR 1/4° SPACE, 7/16" LAMI '(5/1G11S,.090, 3716" HS) •• •• •• • •• 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASEt7©N THE P 3LI'OWING • DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARG,RIVI IjdDOV1t • . •••• •• • :• HEAD & SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERS • 25 3/4" MAX. FROM CORNERS • • " JAMBS: 9" MAX. FROM CORNERS AND 221 /2" MAX. O.C. • • • ••• • • TABLE KEY: • ••• •••• • •• X O X •••••• 53.125x 38.375 48.000 50.625 54.000 60.000 000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +CZ +1 +C2 +1 L-=-J u c 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 �� 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 u 1 +C2 +1 +C2 +1 u 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 u 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 I1 +C3 +1 +C3 +1 ! 3 I -r-- ANCHOR QUANTITY PER JAMB 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 3 1 +C2 +1 +C2 +1 3 3 1+C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 «c 1 +C3 +1 +C3 +1 3 1+C2 +1 +C2 +1 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 I 25 3/4" MAX. -H I--•-3" MIN. 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 PRODU:. i' REVISED as eoo Vii, z_rg with the Florida Building Code Acceptance No 0 - 0815,09 Ex. iration Date Ell Poi' / Mi: „ Dade Product on ,y Di ',:ton A Robert L. Clark, P.E. PE #39712 Structural 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 9" REF. 1 111 y X 1 la! 0 1 X 3 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 MTG. EXAMPLE RAIL, TYP. CLUSTER W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 =1 +C2 +1 2 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX. 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 25 3/4" 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 4 � - 1 1/2" TYP. 1-+ 86.437x375 375 48.000 50.625 54.000 60.000 63.000 2 1 +C2 +1 +C 1 2 1 +C2 +1 +C 1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 --+- 1 --3" MIN. . 9" REF. T 1 1111 X _ - 1 111 0 - 1 X - 1 3 1 +C2 +1 +C 1 3 1 +C2 +1 +C 1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 " 1 +C2 +1 +C 1 - 1 +C2 +1 +C 1 - 1 +C2 +1 +C2 +1 - 1 +C2 +1 +C2 +1 - 1 +C2 +1 +C 1 1 +C3 +1 +C 1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 OF (4) ANCHORS 1 +C2 +1 +C2 +1 M 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 r MTG. RAIL, TYP. -- EXAMPLE CLUSTER W/ QTY. 1 +C2 +1 +C2 +1 TABLE 5, SELECT 1 +C3 +1 +C3 +1 VALUES DUE TO ANCHOR 1 +C3 +1 +C3 +1 CAP. ADJ. 1 +C3 +1 +C3 +1 Reload By: F.K. Date: 4/15/07 Revisions: C UPDATE Desalpyo„. ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Rend By: F.K. Dam: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 N OKOMIS, FL 3 4274 nm ALUM. HORIZONTAL ROLLER WINDOW IMPACT Revsd By: F.K. Drawn I( F.K Date: 5/13/06 Dam: 2/28/06 Rev/slam A Checked J.J. . JJ. ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Dale: 3/23/06 Visibly Better y � " HR710 s `"�"' NTS 9 °+ 11 Draw no. 4127 -10 C • ••• • ••• .• • ••• • •• • • • ••• •� 000 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE> & SUBSTRATE WINDOW SIZE W V H 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 m m 2 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Revealy. Date: F.K. 4/15/07 Revsd By. F.K. Revsd By. F.K. Drawn By F.K. Dale: 10/17/06 Date: 5/13/06 Date: 2/28/06 GLASS TYPES A,B,G,H 2,3, WOOD 2, CONC 1, CONC GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES J_ = m oo 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 1 +C3 +1 2 +02 +2 2 +C3 +2 2 +03 +2 • Revisions: B Revisions: A Checked By J.J. 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 3 4 4 2 +C3 +2 2 +C3 +2 4 4 Date: 3/23/06 ZONES ❑ J _ = m 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+C2+1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 3 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +02 +2 2 +C3 +2 1 +C3 +1 m 2 2 3 3 3 3 3 2 3 3 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 3 3 3 3 ZONES ZONES ❑ J w 0) = ea 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +03 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +03 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2+04+2 2 +C4 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2+04+2 2 +C4 +2 2 +C3 +2 4 1 +C3 +1 3 2 +04 +2 CHG.TABLE # TO 6, & SELECT VALUES DUE m 5 2 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 2 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +03 +1 1 +03 +1 3 1 +C3 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 4 1 +C3 +1 3 2 +C2 +2 4 2 +03 +2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C2 +2 4 2 +C3 +2 4 2 +C3 +2 4 2 +C3 +2 4 2 +C3 +2 5 3 3 3 3 2 3 3 3 3 3 2 3 3 3 1 +C2 +1 1 +C2 +1 4 3 3 3 4 4 3 4 4 4 4 3 4 4 5 ADD SPACE DIMENSIONS TO GLASS TYPES t THRU L. REVISE ANCHORAGE FORMAT, HEAD & SILL ZONES 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +02 +1 1 + C2 + 1 1 +C2 +1 1 +03 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +02 +2 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 m 2 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 ANCHOR CAP. ADJ 1070 TECHNOLOGY DRIVE LUSTERS NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 ZONES m m 1 +C2 +1 2 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C2 +1 2 1 +C3 +1 3 1 +C3 +1 3 1 +C4 +1 2 +C2 +2 1+04+1 3 2 +C2 +2 2 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2+04+2 4 2 +04 +2 4 2 +02 +2 3 3 2 +C2 +2 3 2 +C3 +2 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 4 2 +C4 +2 4 2+04+2 4 2 +02 +2 3 2 +C3 +2 4 2 +C3 +2 4 2+04+2 4 2 +C4 +2 4 4 2 +04 +2 5 2 +C3 +2 4 2 +04 +2 5 Visibly Better NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5116" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3116" A,.090, 3/16" A) E. 7/16" LAMI - (3116" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HV • • I. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI - (1/8"1-45,409:1, 1/8" I-I J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16'A,.090, 3116 °.t) •' • K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16, A,.p90, 3/16" FI!3 • L. 13/16° LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/161-13,390, 3/16° ) •• .• •. • • 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED f7fitTNIE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER VylMber/ IN TrB1.1~. •••• •• • HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. • 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. Senes/Moder HR710 I2 +C3 +2! 3 18 3/4° MAX. -►� f" ---3" MIN. MTG. RAIL f HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 8 3/4" MAX. 1 1/2" TYP. I+-3" MIN. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS p ANCHORAGE SPACING, OX AND XO WINDOWS 77de: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Scale: NTS Sneer 10 m 77 ANCHOR QUANTITY PER JAMB Drawin No. 4127 -10 Rev. C •• • • • • • • By Mi . ► ado Product Di • •• • • ••• • •••• • • ••• PRODUCT REVISED as complyin3 w•it.. the Florida Building Cod Acceptance No . 0615,01 Expiration Date 2 L -I . 1 VIII Robert L. Clark, P.E. PE #39712 Structural • ••• • •• 1 ••. • ••• • • • • • • ••• • ••• • • • ••• •• • •• • ••• • •.•• • • • ••.• A MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 1 /4" MAX. SHIM 3/8" MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 Revad By Date: F.K. 4/15/07 Raved By Date: F.K. 10/17/06 Revad By. Date: F.K. 5/13/06 Drawn By Date: F.K. 2/28/06 ° Revisions: C Revisions: B Revisions: A Checked By J.J. v 1 3/4" MIN. E.D. TYP. 1/4" MAX. SHIM •• o • N OTE1A ADD NOTE 5. Data: 3/23/06 : NOTE 1) 2x WOOD BUCK, NOTE 3 1/4" MAX. SHIM --' CONCRETE ANCHOR, NOTE 1 • 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A 1/4" MAX. SHIM Ij� ' M.ED •• (HEAD & SILL DETAILS A, B, C, D G & H) t �.....� TYP. 1 WOOD ANCHOR, NOTE 2 ' 1 3/4" MIN.© MIN. 3.4 KSI I J E.D. TYP. CONCRETE 2x WOOD A DETAIL C BUCK, DETAIL D © NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD I.F. FRAME. CHG. NOTE 5 TO FBC, CURRENT EDITION" REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES 1 3/8" MIN. OR PER NOTE 1 A (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO A TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTi C KITH OrL R • 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODS„ A1 REN1 ED`TION. (1.5 KSI CMU) • INTERIOR (JAMB DETAILS E, F & I) EXTERIOR SEE NAILING 3/8" MIN. A 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION... • • • 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 606 AND.4 ji4INIMUA1' '" OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIVE FULL SUPP r THE. • • • WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. fl1 4JICHOR SHALL BE A • • #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE �RiTARIA ARE.MET, THE .. • • • RESPE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 M4'E =USW....' • • • • PST Visibly Better SEE NAILING DETAIL G (SILL) A DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS Desolation: ANCHORAGE DETAILS Tier ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. Scabs Half Sheet: 11 at 11 Drawing No. 4127 -10 C •• • • • • • • PiO Ac::zs:tn^ oNo E ;. iraticn D By / /,_._. Mi: ' • adeProduct Di on • • •• • • •• • • •••• 3D t Florida Robert L. Clark, P.E. PE #39712 Structural . 0g t/ • • . • • • • • • • MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCC) PRODUCT CONTROL DIVISION NIIANII DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinecode ode NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by IMPiami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "AR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Misuse Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 - 10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4858, dated 03 /08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) E -1 Manuel Per Product Control NOA No 07.0.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03 - 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL 4858 and FTL 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largacspada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06 issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 :4 II ,1 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 NOTES: LARGE MISSILE WINDOWS 2. CONFIGURATIONS: OX & X 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A 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. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. A SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS "X ": MAX. 8" FROM CORNERS JAMBS "OX ": MAX. 4" FROM "0" CORNERS MAX. 13" O.C. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4" & 7" ON EACH SIDE OF MEETING RAIL MAX. 8" FROM "X" CORNERS HEAD & SILL: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 11 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. Raved By: Date: F.K. 8/26/03 Raved By: Date: F.K. 10/19/05 Raved By. Date: Drawn By: F.K. 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. Date: 02124/03 Revisions. A Ravtelans: B Revisions: Checked By: REMOVE "O" OPTION PER MIAMI-DADE REVISE DP NOTE 3 AND ANCHORAGE NOTE 4 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better CONFIGURATIONS OPTIONS 0 X X NOTES AND TABLE OF CONTENTS Title: ALUM. PROJECTED WINDOW, IMPACT Sertesn"odet CA -740 Scale: NTS Sheet 1 er 11 Orew7nB NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 4-6 SECTIONS 7 -8 CORNER CONSTRUCTION •b 9 • EXTRUSION PROFILES., • • • • • 9-1a • PARTS LIST • . " "•10 • ANCHORAGE • * • 11 7052 -7 Rev. .• .. • •.•..• •••• • • •••• 00000 • 00000 •• • • • • • •• • ▪ •• •• • • • •• • •• • • • • •• • • ••• • •••• • • •••• MOD= MUM t aritrilik ilk HMIs Vesos M o 5- 129-/0 STI rx1r'.) Lucas A. Turner, P.E. PE #58201 Mechanical • 11•••• • • .••• • • • •••.. •S••• • • • • • • .. •••• • • • •••••• 1/8" ANNEALED GLASS OR HEAT STRENGTHENED GLASS Revsd By. F.K. Revsd By. F.K. Revsd By: Drawn By: F.K. OUTSIDE Date: 8/26/03 Date: 10/19/05 Date: Date: 02/24/03 Revisions: A Revisions: B Revisions: Checked Br Date: 5/16" LAMINATED GLAZING DETAIL .090 SOLUTIA OR DUPONT PVB INNER LAYER I--- 1/8" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT f-- STRENGTHENED GLASS OUTSIDE !" L 7/16" LAMINATED GLAZING DETAIL ADD "OUTSIDE" NOTATION NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE f I 13 GT Visibly Better Serles/hiedet CA -740 Scala NTS 13/16" NOM. Sheet: 2 of 11 5/16" LAMINATED COMPONENT •••••• .. • •• • - 1/8" HEAT STRENGTHENEV GI.•ASS •••••• .090 SOLUTIA OR DUPON • P:111s INNER..AYER 1/8" HEAT STRENGTHEMLASS..•.• .65" NOM. GLASS BITE tam GLAZING DETAILS ALUM. PROJECTED WINDOW, IMPACT DawAvaWc 7052-7 Rev: B • eeeeee •• • • • • • • •• • • • •• • • • • ••• • •••• • • PROS REWIND =at lb -_ "al /J •• Lucas A. Tumer, P.E. PE #58201 Mechanical • • • � • . •• .• • • • • • ••• • • ••• • • • • • 4" MAX. SEE f MID -SPAN ANCHOR DETAIL TYP. (4) SEE MEETING RAIL DETAIL 1 J___ 8" MAX. I � I 4" MAX. -•-I -6- 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 59" MAX. FIXED 38 3/8" MAX. VENT E■--. I- 13" MAX. O.C. ELEVATION "A" - "OX" (SEE SHEETS 5 & 6 FOR PRESSURES) 52" MAX. DAYLIGHT OPENING t 31 3/8" MAX. DAYLIGHT OPENING 97 3/8" MAX. HEIGHT 8" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (4) 8" MAX. 4 � 7" 4" MAX. I 7" I 4" MAX. - MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) OPENING t t /77 \ 1 / i i 4" 60" MAX. WIDTH 53" MAX. ANCHOR LOCATION TYP. 13" MAX. O.C. ELEVATION "B" - "X" (SEE SHEET 4 FOR PRESSURES) ANCHOR LOCATION TYP. 1 1/2" CENTERLINE 38 3/8" MAX. HEIGHT 31 3/8" MAX. DAYLIGHT OPENING 3" • •• • 1 1/2 :• • • • •• •••• • • • • •• • •• MID -SPAN AOK)R E TAIL (SEE SI-P.1.NOTE 4) • •....• •• .. • ••• • • • •••• • • • • •••• PRODUCT al smillftwitsessiii, i ii .,1 •• •• •• •. • • • Revsd By: F.IG Revsd By F.K. Ravad By Drawn By F.K. Date: 8126/03 Data 10/19/05 Date: Date: 02/24/03 Revisions: A Ravi:doo B Revisions: Checked By. REMOVE O' ELEVATION NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 'Visibly Better Denton: ELEVATIONS Grua: ALUM. PROJECTED WINDOW, IMPACT SeriesNodet CA -740 Scale: NTS Sheet 3 of 11 Drawing No 7052 -7 Rev: Lucas A. Tumer, P.E. PE #58201 Mechanical • • • • ••• • • • ••• ••• • • ••• • •••• • ••.. • • • • • • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.0 •,1 /8 "HS) FTL -3727 VENT HEIGHT 17.000 18.000 21.000 24.000 26.000 30.000 33.000 36.000 37.000 38.375 WINDOW WIDTH 24.000 A A 70.0 -75.0 70.0 -, .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 26.500 A 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 30.000 A 70.0 -75.0 7. :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 36.000 A 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 -73.7 70.0 -70.4 37.000 A 70.0 -75.* 70.0 -75.0 70.0 -75.0 70.0 -75.0 .70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -71.2 67.9 -67.9 43.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68.2 -68.2 60.4 -60.4 59.0 -59.0 57.2 -57.2 48.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0. 70.0 -75.0 68.4 -68.4 59.4 - 59.4 54.3 -54.3 52.8 -52.8 51:1 -51.1 53.125 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 60.6 - 60.6154.8 -54.8 48.8 -48.8 47.2 -47.2 45.5 -45.5 57.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 58.5 -58.5 51.0 - 51.0 44.8 -44.8 43.5 -43.5 42.1 -42.1 60.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.9 56.2 -56.2 47.5 -47.5 42.2 -42.2 41.1 -41.1 39.7 -39.7 GLASS OPTION B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 I -75.0 GLASS OPTION C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 I -90.0 GLASS OPTION E. 13/16" I.G. (1 /8 "HS, 3/8" SPACE, 5/16" LAMI W/ 118 "HS & 1/8" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 I -75.0 Revsd By: F.K. Rend By. F.K. Rend By Drawn By F.K. NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. Date: 8/26/03 Date: 10/19/05 Date: Date: 02/24/03 Ravlsiens: A Revisions: B Revisions: Checked By NO CHANGE THIS SHEET REVISED ANCHORAGE AND NOTE Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Dasm(ptimr. DESIGN PRESSURES "X" WINDOWS ■ ALUM. PROJECTED WINDOW, IMPACT Series/Made CA -740 seals: NTS Shook 4 of 11 Drawing Na 7052 -7 Rev: . . • • • ...• • • • • • •••• 00 • ••••.. •• • • • • • • •• • • • • •• • • • • • •• • • •• • • • •• • • • • •. ••• • •••• • • •••S PRODUCT MOM reaeiptlegIda We ODA* =re i41• 0 Lucas A. Tumer, P.E. PE #58201 Mechanical • • •. •.• • •..•.• • • •••••S • ••• • • • ••• • • • . • • •.•• • •• • •• COMPARATIVE ANALYSIS TABLE 3. "OX" UNEQUAL LITE WINDOWS EST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -3727 B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) FTL -3727 C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) FTL -3724 E. 13/16" I.G. (1 /8 "HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8 "HS, 1 /8 "HS) FTL -3728 VENT HEIGHT UP TO 26.000 30.000 FIXED HEIGHT 26 000 32.000 38.375 44.000 50.625 59.000 26.000 32.000 38.375 44.000 50.625 59.000 WINDOW WIDTH 24.000 A 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 B,E 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 C 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 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 B,E 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 C 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 30.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 B,E 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 C 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 36.000 A 7010 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 B,E 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 C 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 37.000 A 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 B,E 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 C 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 43.000 A 70.0 -75.0 70:0 -71.1 57.2 -57.2 60.7 -60.7 52.6 -52.6' 44.4 -44.4 70.0 -75.0 70.0 -71.1 57.2 -57.2 60.7 -60.7 52.6 - 52.6 44.4 -44.4 B,E 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 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 48.000 A 70.0 -75.0 61.8 -61.8 51.1 - 51.1 54.4 -54.4 48.6 -48.6 41.0 -41.0 68.4 -68.4 61.8 -61.8 51.1 - 51.1 54.4 -54.4 48.6 -48.6 41.0 -41.0 B,E 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 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 53.125 A 70.0 - 75.0 56.8 -56.8 45.5 -45.5 49.1 - 49.1 44.3 -44.3 38.7 -38.7 60.6 - 60.6 56.8 -56.8 45.5 -45.5 49.1 - 49.1 44.3 -44.3 38.7 -38.7 B,E 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 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.9 -60.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 - 71.2 60.9 -60.9 57.000 A 70.0 -75.0 53.8 -53.8 42.1 -42.1 45.5 -45.5 41.2 .-41.2 37.3 -37.3 58.5 -58.5 53.8 -53.8 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 66.7 - 66.7 56.9 -56.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 66.7 - 66.7 56.9 -56.9 A 70.0 -72.9 50.4 -50.4 39.7 -39.7 42.8 -42.8 39.2 -392 35.9 -35.9 56.2 - 56.2 50.4 -50.4 39.7 -39.7 42.8 -42.8 39.2 -39.2 35.9 -35.9 60.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 -63.3 54.0 -54.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 74.6 63.3 - 63.3 54.0 -54.0 GLASS OPTION D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 1 -90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. Raved By F.K. Revved By F.K. Remit By: Drawn By F.K. Data: 8/26/03 Date: 10/19/05 .Data: Date: 02/24/03 Revisions: A Revisions: B Revisions: Checked By: NO CHANGE THIS SHEET REVISE ANCHORAGE AND NOTE Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better Description: DESIGN PRESSURES "OX" WINDOWS rune: ALUM. PROJECTED WINDOW, IMPACT sedes/Modec CA -740 Scala: NTS sheer: 5 0t 11 Drawing No. 7052 -7 Rev: • • • • ••• • ••• p •• • • • • ••• •• • X ••• - •• • • •• • •• •• • •••• • • . • • • O • • • • • • • • • •. • • • • • • • •• • • • •• • • •• ••• • • • • • . • NOWT WWI as amapisiqg eft the Rifts °o :Z l ( /211Gr Lucas A. Tumor, P.E. PE #58201 Mechanical • • • • • • • • •••• • ••• • • • 1900 • • •• • • . • • •••• COMPARATIVE ANALYSIS TABLE 4. "OX" UNEQUAL LITE WINDOWS EST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -3727 B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) FTL -3727 C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) FTL -3724 E. 13/16" I.G. (1 /8 "HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8 "HS, 1 /8 "HS) FTL -3728 VENT HEIGHT 34.000 38.375 FIXED HEIGHT 26.000 32.000 38.375 44.000 50.625 _ 59.000 26.000 32.000 38.375 44.000 50.625 59.000 WINDOW WIDTH 1 24.000 A 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 B,E 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 C 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 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 B,E 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 C 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 30.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 B,E 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 C 70.0 -90.0 70.0 -90.0 70.0 - 90.017 -90.01 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 36.000 A 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 70.0 -70.4 70.0 -70.4 70.0 -70.4 59.2 _ -59.2 51.1 -51.1 43.0 -43.0 B,E 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 C 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 37.000 A 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 67.9 -67.9 67.9 -67.9 67.9 -67.9 57.8 -57.8 49.9 . -49.9 41.9 -41.9 B,E 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 C 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 43.000 A 65.5 -65.5 65.5 -65.5 57.2 -57.2 60.7 -60.7 52.6 -52.6 44.4 -44.4 57.2 -57.2 57.2 -57.2 57.2 -57.2 57.2 -57.2 52.6 - 52.6 44.4 -44.4 B,E 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 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 48.000 A 57.5 -57.5 57.5 -57.5 51.1 - 51.1 54.4 -54.4 48.6 -48.6 41.0 -41.0 51.1 -51.1 51.1 -51.1 51.1 -51.1 51.1 -51.1 48.6 -48.6 41.0 -41.0 B,E 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 C 70.0 -90.0 70.0 -90.0 .70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 80.9 68.4 -68.4 53.125 A 52.7 -52.7 52.7 -52.7 45.5 -45.5 49.1 - 49.1 44.3 -44.3 38.7 -38.7 45.5 -45.5 45.5 -45.5 45.5 -45.5 45.5 -45.5 44.3 -44.3 38.7 -38.7 B,E 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 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.9 -60.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.9 -60.9 57.000 A 48.6 -48.6 48.6 -48.6 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 42.1 -42.1 42.1 -42.1 42.1 -42.1 42.1 -42.1 41.2 -41.2 37.3 -37.3 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 79.3 66.7 -66.7 56.9 . -56.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 66.7 -66.7 . 56.9 -56.9 60.000 A 45.2 -45.2 452 -45.2 39.7 -39.7 42.8 -42.8 39.2 -39.2 35.9 -35.9 39.7 -39.7 39.7 -39.7 39.7 -39.7 39.7 -39.7 39.2 -39.2 35.9 -35.9 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 -63.3 54.0 -54.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 -63.3 54.0 -54.0 GLASS OPTION D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 1 -90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO PRESSURE IN THE ABOVE TABLE, USE ELCO 79.9 P.S.F. •• • • • • •• • 00000 • • 0000 • •••••• •• • • .. • • 0," • - •• •• • ••• • • • ••• • • X ••I ••• • • .• • • •' • • • • • •• • • .• .. ••• • •••• • • •.•• PRODUCT UMW as eraidiii "IS Os NNW �� # 5• 2'.1D �1e 5 11 ;1; • • . . • . • • • • • • Revsd By: F.K. Roved By: F.K. Revs4 By Drawn By F.K. Date: 8/26/03 Date: 10/19/05 Date: Date: 02/24/03 Revisions: A Revisions: B Revisions: Checked By. NO CHANGE THIS SHEET REVISE ANCHORAGE AND NOTE Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FIGT Visibly Better DaaGda: DESIGN PRESSURES "OX" WINDOWS Tile: ALUM. PROJECTED WINDOW, IMPACT Series/Model: CA -740 Sada: NTS Sheet 6 a 11 Draw ng No. 7052 -7 Rev. B Lucas A. Tumer, P.E. PE #58201 Mechanical • •••• • • • • • • • • ••• • • ••S • • • • • • • •.S•• MAX. HEIGHT (SEE SHT. 3) m 110 I D OUTSIDE MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) VERTICAL SECTION "X" CONFIG. MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) t MAX. HEIGHT (SEE OUTSIDE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) f VERTICAL SECTION "OX" CONFIG. REFERENCE "OX" FRAME ASSEMBLY DETAIL, SHEET 9 ..• •.• • • • • • • • •.•••• •• •• • • •••S•. •. •• • • • ••• . • • .•.• • •• • • •• •• •• • ••. •• . • •••• • . •••• • .. • • • • •• • •• • • • •• • • •• • • ••• • •••• • • •••• rY se Due t 1 Vs/7075 • • . • • • • • • • Revad By F.K. Revsd By. F.K. Revsd By Drawn By F.K. Dam: 8/26/03 Date: 10/19/05 Date: Dam: 02/24/03 Revisions: A Ravishes: B Revtetaas Checked By REDRAW VERTICAL SECTIONS TO 1/2 SCALE ADD ITEM 89 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I :24 d 1 r Visibly Better VERTICAL SECTIONS Ta: ALUM. PROJECTED WINDOW, IMPACT CA -740 Scale: NTS Sheet 7 'a 11 D/antng No. 7052 -7 Rev: Lucas A. Turner, P.E. PE #58201 Mechanical • • • . • • • • .••• • • • ••• ••• • • .•• • •.••• • oo • • • •.•.• Rand 9y: F.K. Raved sy. F.K Rend By: Drawn By F.K. Date: 8/26/03 Date: 10/19/05 Date: Date: 02/24/03 Revision: A Resistance B Reviatanrx Checked By al REDRAW HORIZONTAL SECTIONS TO 1/2 SCALE ADD ITEM 89 Date: MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) i MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH VENT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH FIXED LITE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 90X 1529 NOKOMIS, FL 34274 00000 �T Visibly Better Deernlp6an: HORIZONTAL SECTIONS Vito ALUM. PROJECTED WINDOW, IMPACT seder fodet: CA -740 Scala: NTS sham: 8 of 11 Drawing No. 7052 -7 Rev: B •. • • • • •• • .• • • • • •• • • • • • ••. • • • • • .• •• • • ..••• • • • • .. • •..••. •• • • • • • • • • • • • • • • •• • •• • • • •• • • •. • • .•• • •••• • • • • • i /2/ /ate Lucas A. Turner, P.E. PE #58201 Mechanical • • it • • rnewcr REMO rlli doe Nadi Z O • •••• • . • • • • • •• S• •••• •.•• • • • • • t "0" FRAME SILL #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN FRAME ASSEMBLY TUBE MATL: 6063 -T6 "X" FRAME HEAD Rend By: Date: F.K. 8/26/03 Revel By Data F.K. 10/19/05 Revsd By. Date: Drawn By Date: F.K. 02/24/03 "OX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER Revisions: A Revisions: B Revisions: Checked By: NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL • FRAME HEAD & SILL SASH FRAME SIDE RAIL Visibly Better SASH FRAME TOP OR BOTTOM RAIL 10 — 731 Sedee/ModeL• CA -740 .993" 2.784" Scele: NTS .040" street 9 of 11 .289" 7 INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 .434" 1 2.854" .062" NOM. —1.. ..-1.159" -- 2.139" P. SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A Drawing No. 1 3.544" Deso puen: EXTRUSIONS & ASSEMBLY DETAILS Tine: ALUM. PROJECTED WINDOW, IMPACT 7052 -7 • •••• • • 2.784'': FRAME HEAD' " JAMB' •' �.S14t, MATL: 6063 -f6 DWG# 7002• • •• • • • • • • • 2.919" •• • • • •••• • •• • • • . • • • •• • • ••• • •••• • • •••• ramp REVISISD no esoplikis IWO do NNW Meg Cok Monseince No Division II /2 / /ate Lucas A. Tumer, P.E. PE #58201 Mechanical • • • / •••• • • • ••••• • • • • •••••• • • �•• • •• 00000 >C Q rn 0 ITEM 2 5 6 7 9 5 SASH TOP, BOTTOM AND HINGED #8 X 1 QUAD PN SMS 13 14 16 17 18 20 21 23 24 25 27 28 29 30 31 32 33 35 36 37 38 40 45 46 47 48 49 50 55 56 57 64 66 68 69 70 71 72 • 77 78 79 80 89 DWG # 7002 1155 7008 7048 7003 1155 7017 7009 7024 7026 7014 1157 7013 7015 7029 7030 7031 7034 7023 7023 -2 7023 -3 1634 7036 7042 7047 1224 7006 7040 1635 331 -A 1157 7019 7018 7071 PGT. # 67002A 781PQA 7MC7008 77048K 67003A 781PQA 67017K 7MC7009 7MC7024 7MC7026 7MC1024PPF 7MC7014 RH/LH 78X12PPSMS 7MC7013 78X1FPSMS SEE CHART 7MC7029 7MC7030 7MC7031 7832X38PPMSA 7MC7022 78X78PPSMS 7MC7023 7MC702316 7MC702320 710X12PPSMS 5/16" 5/16" 7/16" 7/16" 13/16" 71634K 67036 67042 67407 6TP247 67006 47040 W/B 61635K 60976 78X12PSTWB 7MC30426 7MC20550 711573 7FLDHD 67071 DESCRIPTION MAIN FRAME HEAD, SILL AND IAMB #8 X 1 QUAD PN SMS FRAME CORNER KEY 1/2 "X1/2 "Xl /8" CLOSED -CELL FOAM TAPE BULB WEATHERSTRIP .187X.185 SASH CORNER KEY TRUTH #24.30.XX.002, MAXIM MULTI- 2 POINT LOCK TRUTH #23050.92, LOCK SUPPORT PLATE TRUTH #19298, #10 -24 X .562 PH. PN. TYPE F TRUTH #40928 & #40929, MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .500 PH. PN. SMS TRUTH #31841, TIE BAR GUIDE #8 X 1.00 FH. PH. SMS TRUTH #11901.92 (14.9), TIE BAR ASSEMBLY TRUTH #51.02.32.011, MAXIM PROJECTED OPERATOR TRUTH #31882, OPERATOR GASKET TRUTH #21641, BACKING PLATE #8 •32 X .375 PH. PN. TYPE B TRUTH #11454, SNAP -ON HANDLE TRUTH #11577, OPERATOR TRACK & SLIDER #8 X .750 PH. PN. SMS TRUTH #34.25.00.212, PROJECTED HINGE - 12" TRUTH #34.27.00.104, PROJECTED HINGE - 16" TRUTH #3429.00.107, PROJECTED HINGE - 20" #10 X .500 PH. PHL. SILICONE - DOW CORNING 899, 995 OR EQUIVALENT LAMINATED GLASS (1/8" ANN. & 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (2 LITES OF 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (3/16" ANN. & 3/16" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (2 LITES OF 3/16" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) I.G. GLASS (1/8" HS GLASS & 5/16" LAMI W/ 3/8" AIR SPACE) 5/16" LAMINATED GLASS (2 LITES 1/8" HS GLASS WITH AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) SETTING BLOCK 5/32" X 7/16" X 1" LG. GLAZING BEAD (1/4, 5/16 LAM.) GLAZING BEAD (1/2" I.G., 7/16 LAM.) GLAZING BEAD (13/16" I.G.) VINYL BULB WSTP (THICK) SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS TRUTH #30476, CLERESTORY POLE TRUTH #20550, CLERESTORY ADAPTER TRUTH #11573, SNAP -ON T- HANDLE KNOB TRUTH #11329, FOLDING HANDLE CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 11) Read By F.K. Red By F.K. Revsdd ey: Drawn By F.K. Date: 8/26/03 Date: 10/19/05 Dam: Dam: 02124/03 Revisions: A Revisions: B Revisions: Checked By: NO CHANGE MIS SHEET ADD EQUIV. TO ITEM 40, SILICONE AND ADD ITEM 89 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 A A ITEM 90 92 93 94 95 96 97 DWG # 7005 1155 7010 7007 7004A PGT. # 67005A 781PQA 7MC7010 67007 67004A 712X1PPT DESCRIPTION CASEMENT FIXED WINDOW FRAME #8 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER - HOR. PARABOND CASEMENT FRAME ASS'Y. TUBE #12 X 1 PH PN TEK Visibly Better .706 " [---- .865" .050" 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .040" 1.000" .423" SeriearModet• CA -740 scat.: NTS .125" .062" CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 -*-11-•-- .172" .870" .050" �I II T --..1 F'-- .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 --I 1,124" r- 1 .093" J CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A II 1.376" 1 .095" • 2.701" CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 Descriptkor PARTS LIST & EXTRUSIONS rota: ALUM; PROJECTED WINDOW, IMPACT Stan: 10 or 1 Drewing No. 7052 -7 Rev: B . 523 • • • • • • ••••• •• •• • • •.••S• e i • ▪ .. DWG# 7Q4 •• • •• • • • •••• • • • •••• • . • . 050; ',865" • • • •• • • .. 7/1ONO LAzsNa $EAD; •••• -- - • .. NA'TL: 6068 -T6 • Lucas A. Tumer, P.E. PE #58201 Mechanical • Mona' REVIEW IWO la NM& DRAM Cede _ ra - 112.9.10 Wiz7r • / • • • • ••. • ' • •••• ••• • • • ••• • • • • • 00000 F &SEE NOTE 2 1400 � 7dldlli�t!! Read By: F.IC Revsd By: F.K. Revsd By. Drawn By. A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM h- 8/28/03 Date: 10/19/05 Date: Date: r K 02/24/83 11/2" I MIN. OPERABLE UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK Revisions: A Revisions: B Revisions: Checked By. Date: A lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM j 11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE NO CHANGE THIS SHEET REVISE ANCHORAGE AND NOTES a' • • __.1 1 1/4" MIN. A SEE NOTE 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK �T - Visibly Better A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --� I-- & SEE NOTE 2 1/4" MAX. SHIM I I--•-- a &SEE NOTE 1 SEE NOTE 4 7ri 1�ItlllY{I]IIIIIIIIAIIlT_ 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK j 11/4" MIN. FIXED UNIT FRAME TO CONCRETE A SEE NOTE 4 61x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 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 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 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 JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. Description: ANCHORAGE DETAILS TFOr ALUM. PROJECTED WINDOW, IMPACT Sedea/Modet CA -740 Sheet 11 d 11 Soak: NTS Thawing No. 7052 -7 • &SEE NOTE 1 Rev. B A SEE NOTE 4 • s• • • • • • • ..•• • • : • • • • • • • . - • •• ... .. •••••• MIN. • •• • �• • Lucas A. Turner, P.E. PE #58201 Mechanical • • • • • • • FIXED UNIT FRAME C?NCR M, N/ • WOOD BUCK LESS THAN 1 1/2".1 Hf K • •••• • •• •• • • • •••• • • • ••••• • ••••• • • • ••••• MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Tec Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUrrE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.bul eonline con1 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH - 700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 - 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13 /06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.B., 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 Mile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "NGami Dade County Product Control Approved ", unless otherwise noted herein.. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05 - 1018.01 and consists of this page 1 and evidence pages E-1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) E -1 Manuel Pe Ali Product Control �: :177 NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUMMED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1L - 4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FfL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per PBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4650, dated 08111/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #051018.01) E.2 Manuel P Product Control NOA No. 07 • i 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA O05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. EFL- 4723, dated 10/05 /05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18 /06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05. 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03 - 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05 - 1018.01, issued to PGT Industries for their Series SH 700 Aluminum Single Hung Window — L.NLI., approved on 03/23/06 and expiring on 03/23/11. E -3 P.E. Product . i i , 4 , 1, NOA No. 4 06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AM. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) A3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL- 4645, FTL- 4646, FTL -4647, FTL -4648, FTL -4649, FTL -4650, FTL- 4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5063. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES /MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). Rend Br RAW Br. F.K Raved W F.K Draw By: F.K Data: Daft 11/13/06 Date: 1/24/06 9/1/05 Revue Rerisionix B Revietane: A Chen d By: CHANGE NOTES 3 8 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1, GLAZING OPTIONS ADD FTL -4723 TO NOTE 7. Doke 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 P Visibly Better : GENERAL NOTES nse ALUM. SINGLE HUNG WINDOW, IMPACT s SH700 NTS aware Ma 4040 -20 Raw B 000000 .• • • • • • • .••• • .••• • Robert L. Cads, P.E. PE #39712 Structural • ••• • .• • • • • . • • • • • •..••. NQA.1 AKING MAP... woo •••• • ••SHEET GENL jQ,` IOTES%t • 1 :• GLAZMJ TAILS • 2 • DESICZ414 ,6SSURES.,!: ELEVAII10NS t • • • 4 VERT :SECJ ONS + • ••• .,5 HORIZ. SECTIONS •••• 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 • • PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No epiendan Date 06 • ••• • ••• • • • ••• •• • • • • •••• • .••• • • . •••• 36,87,88 or 9� .__,M 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS i R nr r 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE 1 1/2" NOM. GLASS BITE 1 (83,84 or 85 �-- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS -�- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS/A\ 13/16" NOM. (Di __,........_______. ....__ 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 1 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS A NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. •• • • • • •• • a EXTERIOR ref i OR . • (ALL SECTIONS). •••.• • •• • •• • • •• • • • •• • 00000 • •• 1111 • • • • ` 11 11 •• • 1.11. • 00000 •• • • • • • • • •1 • • ••• • •••• • • •••• PRODUCT REVISED as complytag Mk Flarkb Baidtag Code E�� • • ••• •• •• •• • • •• • Raved By: ROM Ely: F.K Rend By: F.K awn By F.K Data Dale: 11/13/06 1/24/06 Dear 9/1/05 R R•vdatan r A reak•dBls J.J. ADD ITEM 92 TO 5/16 LAMI LO. GLASS (A,A,A) & LAMI IG NOTE NO CHANGE THIS SHEET ails I 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pdr Visibly Better GLAZING DETAILS 7as: ALUM. SINGLE HUNG WINDOW, IMPACT 8•N•Nedah SH700 Scaler Full 2 x+11 Drawing Na 4040 -20 SAA Robert L. Clark, P.E. PE #39712 Structural • • . • ••• • ••• •` • ••• • • • • •••• • •••• • •• •••• STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 5/8" 63" 72" 74" 76" 48" A, B, M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,MO +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 53 1/8" A,B,M, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH ILL OPTION Q BASED ON FLANGED WINDOW TIP-TO-TIP FRA DIMENSIONS WIDTH 48 " 50" 52" 53 1/8" UP TO 53 1/8" GLASS TYPES: A. 5/16" LAMI - (1/8 "A,.090,1/8 "A) B. 5/16" LAMI - (1/8 "A,.090,1 /8 "HS) Revad By Revd By. F.I( Rend By. F.IC Draw By: F.l( a 11/13/06 1/24/06 Dahr 9/1/05 GLASS TYPE A,B,M 0 A,B,M A,B,M A,B,M C,D,E,F,G,H,I,J,K,L Ra B Rewsair A cneaked J.J. 2/23/07 WINDOW HEIGHT 63" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 66" +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 C. 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) D. 7/16" LAMI - (3/16 "A,.090, 3/16 "A) E. 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) F. 7/16" LAMI - (3/16 "HS,.090, 3/16 "HS) G. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAM! - (1/8 "A,.090,1/8 "A) 00 68" +80.0 +80.0 +80.0 +79.6 +80.0 UPDATE TOASTM E 1300-0Z REMOVE STD VIEW SASHHT REF, TABLE2 REVISED CUSTOM FORMAT DPS ADD INT. FIN. UPDATE TEST NOS. ADD FTL -4723 TO GLASS MESA AND G. -80.0 -80.0 -80.0 -79.6 -80.0 70" +80.0 +80.0 +80.0 +78.2 +80.0 -80.0 -80.0 -80.0 -78.2 -80.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 72" +80.0 +80.0 +78.8 +76.9 +80.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) TABLE 3. WIDTH 53 1/8" GLASS TYPE D,E,F,J,K,L 171/8" I 22 11/16" +8 0.0 1 -80.0 +80.0 -80.0 28 3/16" I 33 3/4" i 39 5/16" +8 0.0 -80.0 +80.0 , -80.0 +70.0 -70.0 44 13/16" +70.0 -70.0 50 3/8" +70.0 -70.0 55 15/16" +70.0 -70.0 TEST REPORTS FM-4647, 4648, 4723, 4957 FM- 4647, 4648 FTL -4647, 4648 FTL -4645, 4885 FTL -4645 FTL -4645 FTL-4646, 4723 H. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "A,.090,1 /8 "HS) FTL-4646 I. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8 "HS,.090,1 /8 "HS) FM-4646 J. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "A) FTL-4649, 4650 -80.0 -80.0 -78.8 -76.9 -80.0 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16 "A,.090, 3/16 "HS) FTL- 4649, 4650, 4958 L. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16 "HS) FTL -4649, 4650 M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8 "A,.090, 1 /8 "A)A FTL -5063 +80.0 +80.0 +77.3 +75.4 +80.0 PcT Visibly Better 74" -80.0 -80.0 -77.3 -75.4 -80.0 TABLE 1. 76" +80.0 +79.0 +75.9 +74.0 +80.0 8erkolModek SH700 -80.0 -79.0 -75.9 -74.0 -80.0 Soda NTS TABLE 4. HT. NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM.® awe 3 d 11 "O" MEETING RAIL "0" MEETING RAIL " "O" MEETING RAIL 03A arming Ma 4040-20 S SH S'Q WIT. MINUS SASH HT. SASH DESIGN PRESSURES aax ALUM. SINGLE HUNG WINDOW, IMPACT Ray. B .• • • • • • • • • • • • •• •• • • 0000 • • •••• 0000 • •.•••• •• • • . • • • •. . • • •• • • ••• • • •••• • •• • • • • •. • • •• • • • •• • • •• • • ••• • ••■• • • • ••• • •• Robert L. Clark, P.E. PE #39712 Structural ••• •• e 0 ••• • • •• •• •. PRODUCT REVISED as anaplyiaz with be Fieiia Balding Code Acceptance No Expiration Date 4T 06 2.6// • .•• • • • • ••• •• • •• • ••• • • • • • • • • VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" C 27 7/16" 271 /8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. i \\ 01 75" I.F. HEIGHT MAX. A 76" I1 FLAN HEIC j X X SASH HEIGHT - SEE DLO TABLE SEE DLO TABLE (MAX.) 1 1 SEE DLO TABLE SEE DLO TABLE 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B B DETAIL D VIEW (CUSTOM SASH) 53 1/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH LEN D +, 1 75" MAX. I.F. HEI HT 38 7/16" MAX. SASH HEIGHT 76" MAX. FLANGED HEIGHT AX. GED B A SEE DLO TABLE i $ � X L SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) DETAIL E RADIUS TOP (CUSTOM SASH) 75" MAX. A I.F. S E NO E 4 E NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A HEIGHT SEE DLO TABLE 1 75" MAX. I.F. E HEIGHT 76" MAX. FLANGED HEIGHT A 76" MAX. FLANGED HEIGHT SEE DLO TABLE C DETAIL C RADIUS TOP (STANDARD SASH) 75" MAX. I.F. •' 'WEIGHT •' • •••• • • • • • • 96" MAX. •. • .LNG t? • • • _A• HEI Ht • • .. ••• • • • • • •• • •• SEE.. •. • NO • �. •• • • • • ••• • • •• • .• ••• • • •••• PRODUCT REVISED at comphiag with the Theban Baldiag Cede Acceptance No Date .DC za/ • ••e • •• •• •• • • • • RersdBy: Rend By: F.K Rea By: F.K Drawn ey. F.K Dean DOR 11/13/06 Date: 1/24/08 9/1/05 Reddens: Reside= B Revisions A abdied J.J. ADD INTEGRAL FIN (LF.) VERSION, CHG. NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEET I 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 d 1 ra Visibly Better ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT sade•Morisr soda Sheet Dwaine No. Rev: sHmn I NTS 4 a 11 4040 -20 6 Robert L. Clark, P.E. PE #39712 Structural • ••• • ••• • • • •.. • • • •••• • •••• • • • •••• 49 5/8" MAX. FIXED r DLO (ALL) 1 0 j X j SEE DLO TABLE SEE DLO TABLE (MAX.) 1 1 SEE DLO TABLE SEE DLO TABLE 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B B DETAIL D VIEW (CUSTOM SASH) 53 1/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH LEN D +, 1 75" MAX. I.F. HEI HT 38 7/16" MAX. SASH HEIGHT 76" MAX. FLANGED HEIGHT AX. GED B A SEE DLO TABLE i $ � X L SEE DLO TABLE SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) DETAIL E RADIUS TOP (CUSTOM SASH) 75" MAX. A I.F. S E NO E 4 E NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A HEIGHT SEE DLO TABLE 1 75" MAX. I.F. E HEIGHT 76" MAX. FLANGED HEIGHT A 76" MAX. FLANGED HEIGHT SEE DLO TABLE C DETAIL C RADIUS TOP (STANDARD SASH) 75" MAX. I.F. •' 'WEIGHT •' • •••• • • • • • • 96" MAX. •. • .LNG t? • • • _A• HEI Ht • • .. ••• • • • • • •• • •• SEE.. •. • NO • �. •• • • • • ••• • • •• • .• ••• • • •••• PRODUCT REVISED at comphiag with the Theban Baldiag Cede Acceptance No Date .DC za/ • ••e • •• •• •• • • • • RersdBy: Rend By: F.K Rea By: F.K Drawn ey. F.K Dean DOR 11/13/06 Date: 1/24/08 9/1/05 Reddens: Reside= B Revisions A abdied J.J. ADD INTEGRAL FIN (LF.) VERSION, CHG. NOTE 3. ADD NOTE 4. NO CHANGE THIS SHEET I 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 d 1 ra Visibly Better ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT sade•Morisr soda Sheet Dwaine No. Rev: sHmn I NTS 4 a 11 4040 -20 6 Robert L. Clark, P.E. PE #39712 Structural • ••• • ••• • • • •.. • • • •••• • •••• • • • •••• MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE MAX. VENT DAYLIGHT OPENING 2.784" -►{ SECTION B -B (LOW SILL SHOWN) INSIDE SEE NOTE ABOVE ULTRALIFT ONLY 2.330" (LOW SILL) INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING ALTERNATE HIGH SILL MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A 2.946" (HIGH SILL) ULTRALIFT ONLY HEAD AI.F. FRAME INSIDE ` JAMB OUTSIDE/ 2.710" n 11 OUTSIDE 1 m V 64 SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,1) .•f,7 • • •. • • .. • • •• •• • • •.•. • •• • • • • .• • • • • • • .• • • • • • .•• • •• PRODUCT REVISED as complying with the Pitelde Bolding Code Acceptance Na Oration Date • ••• • ••• ••■ • •• 1 •• • •• • Rend 8r. Br F.K RendEy: F.K Dawn By: F.K Dale: Dar 11/13/06 oak,: 1/24/06 Duke 9/1/05 Revferonk RevhdarzEc B Ravisiante A Cloaked By:' J.J. ADD I.F. SECTIONS & CONSOLIDATE BAL COMPONENTS NO CHANGE THIS SHEET 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. 139X 1529 NOKOMIS, FL 34274 PST Visibly Better SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT Bede coder SH700 &lark Half Sheet 5 d 11 4040 -20 Rex B Robert L. Clark, P.E. PE #39712 Structural • • • •• • ••• • • • ••• . • • • • • • • • • • •• • •••• 1 2 3 5 6 7 8 9 10 11 12 13 15 16 17 18 19 21 23 25 26 27 28 30 31 34 35 36 37 38 41 42 44 45 46 47 48 49 50 52 53 54 55 56 57 58 59 DWG.# 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 1085/1086 1080 -1 4053 4029 -1 4054C 4006C 1235 1096 1016 4007 1226 4008 1268 1622 1052 1224 1225 4039B 4044B 4222A 985C 4067 4071A 4072A 4073A 4074B 4009 1088 2740 1014 1630 1631 1073 1624 DESCRIPTION FLANGE FRAME HEAD #8 X 1 .000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" BALANCE COVER, 3/8" OR 5/8" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11/16" SASH STOP COVER SASH BRACKET #8 -32 X1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X.270 BACK, FIN SEAL SWEEP LATCH #8 X.625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAND SETTING BLOCK 3/32" X25/64" X 1" LAMI IG SETTING BLOCK 1" X3/4" X1/16" VINYL GLAZ. BEAD BULB (THICK) VINYL GLAZ BEAD BULB (THIN) GLAZING BEAD, 5/16 LAM GLASS. GLAZING BEAD, 5/16 LAMI W /GRILL KIT GLAZING BEAD, 7/16" LAND GLAZING BEAD, 7/16" LAMI W /GRILL KIT GLAZING BEAD, 13/16" LAMI I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY W/RINGS SCREEN CORNER KEY W /OUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA FOAM PGT# 612225 781 PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 7834M 7BALTBKT 42504 78X1 FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71622K 71052K 6TP247W,K 6TP248K 64039E 644703 64222 6985 64067 64071 64072 64073 64074 764009 7SPRNG 62740 61014 71630 71631 7CASP 61624K A A A A ITEM 60 61 63 64 67 68 69 70 80 81 82 83 84 85 86 87 88 89 90 91 92 DWG.# 1635 505 1161 4051A 4050A DESCRIPTION SCREEN SPLINE - .135 DIA. HARD SCREEN CLOTH GLAZING CHANNEL (.688 X .500) #6 X1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 1/2 - 7/16 LAMI SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. PGT# 61635K 61816 6533402 706X1 62BV1510 64051 64050 • •. • - • • A GLASS 5/16" LAMI, (1/8"A.090 PVB,1/8 "A) • • • B. GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8 "HS) • • • • •••• D. GLASS, 7/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) • • ..•..• E. GLASS, 7/16" LAMI, (1/8"A,.090 PVB,1 /8 "HS) • • • • F. GLASS, 7/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) •.' G. GLASS, 13/16" LAMI IG;1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8 "Al • H. GLASS, 13/16" LAMI IG;1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1/8"HS. . 1. GLASS, 13/16" LANG IG;1/8 "HS, AIR SPACE, 5/16" LAMI, (1/8 "HS,.090 PVB,1 /8 "I-tS) • • J. GLASS, 13/16" LAND IG; 1 /8 "HS, AIR SPACE, 7/16" LAM, (3/16 "A.090 PV6,3 /16 "A) K. GLASS, 13/16" LAND IG;1/8 "HS, AIR SPACE, 7/16" LAME, (3/16 "A,.090 PVB,3 /16 "HS) L. GLASS, 13/16" LAMI IG;1 /8 "HS, AIR SPACE, 7/16" LAMI, (3/16 "HS,.090 PVB,3 /16 "HS) M GLASS, 13/16" LAND IG; 1/8"A, AIR SPACE, 5/16" LAMI, (1/8 "A,.090 PVB,1 /8 "A) • C. GLASS, 5/16" LAMI, (1/8 "HS,.090 PVB,1/8 "HS) .. .• 2.784 FRAME, I.F. HEAD #4071A, 6063 -T6 2.90 .062 NOM THICKNESS #4073A, 6063-T6 71 2. FRAME, I.F. LOW SILL #4072A, 6063-T6 2.374 FRAME, I.F. JAMB #4074B, 6063 -T6 FRAME, I.F. HIGH SILL a (USED AS RADIUS TOP HEAD) .062 NOM THICKNESS .• .• .• • . . 0 • • 0 0 0 0 • .. • .• .• • .. • • • .• • A PRODUCT REVISED as complying witlt the Fbrids Bidding Cede Acceptance Ne Date • .. • • ..• • 0 0 0 0 0 • •• .. .. 0. • • • • • Revad By: Road Br F.K Rend By: F.K Dowel By. F.K Bider 11/13/06 Daft 1/24/06 9/1/05 Revisions Revue B Revisions A Chided Ry: J.J. ADD I.F. FRAME ITEMS 47, 48, 49 AND 50. UPGRADE ITEM21. ADD ITEM 92. CHG. DESCRIPTION ITEMS 7,9 & 13 NO CHANGE THIS SHEET 2123/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT eainekdet SH700 suds NTS Sheet 6 of 11 Drohiptla 4040 -20 Rem B */ Robert L. Clark, P.E. PE #39712 Structural • • • ••• • •••• • •. .0. • • .0. • ..•• • 000 Os • • • •.• RaadBy: F.K Rend lilyc F.K 3.446 ✓ 1.363 .062 .062 Dew 11/13/06 /2 4/ 6 I mo-- 2.784 FLANGE FRAME HEAD #4002A, 6063-T6 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) FIXED MEETING RAIL #4054A, 6063HD T6A 2.784 FLANGE FRAME SILL (HIGH) #4050A, 6063 -T6 Fbillsbnw Ramona B Rmkdorc A .062 2.710 i .062 -L I 2.946 Drawn B Checked Dr. tea: F.K 9/1/05 J.J. 2/23/07 2.830 --.1-0-.062 [1.490 I-- 1.451 J SASH STOP #4025, 6063 -T5 r-- 2.279 SASH TOP RAIL #4006C, 6063HS -T6 .062 1 -4-- 2.784 ---0-1 FLANGE FRAME SILL (LoW) #4003C, 6063 -T6 .062 UPDATE FRAME CORNER ASSEMBLY TO INCLUDE I.F. AND UPGRADE ITEM21 ALLOY. NO CHANGE THIS SHEET SASH STOP COVER #4053, 6063-T5 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 1 2.330 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1- 1.513 -'H -.738 .040 A T I.F. FRAME SEALANT ALONG ENTIRE JOINT (I� I.F. FRAMER SEALANT OR GASKET AT HEAD AND SILL FRAME CORNER CONSTRUCTION • • • • •• • • • • VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) •• • • • • • •• • •••• • • •••• • • ••I • •• ..WELD •• 'ALONG • Stli►EW • BQSS (2) :' •• •• •• •••• • • •••• • d 117_ Visibly Better .050 1.165 .678 1.096 1 j49 GLAZING BEAD, 5/16" _ L I #4039B, 6063 -T5 SASH SIDE RAIL #4008, 6063 -T5 .05Q .678 1.096- -f +- NH T GLAZING BEAD 7/16" #4222, 6063 -T5 050 . - .678 1.115 I - 17 GLAZING BEAD 7/16" #985C, 6063 -T5 (USED WI GRILL KIT) .683 t .050 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) 1.097 GLAZING BEAD, 13/16" IG #4067, 6063 -T5 EXTRUSIONS & FRAME CORNER DETAIL rax ALUM. SINGLE HUNG WINDOW, IMPACT a.deefir•d.e SH700 Half DrawbvNa 4040 -20 PRODUCT REVISED as complying with the Florida Bolding Cods Maws= Na Mete "A Robert L. Clark, P.E. PE #39712 Structural • • ••• • ••• •� ••• ••• • • ••• • • • • • • • • • • • • • •••• WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 C,D,E,F,G, H,I,J,K,L A,B,M PSF C ,D,E,F,G, H ,I,J,K,L A,B,M PSF C ,D,E,F,G, H,I,J,K,L A,B,M M N 1 1 , 2 1 1 2 1 1 2 1 1 2 1 12 1 12 1 22 1 2 2 1 U N Z O 1 1 1 1 1 1 1 1 :2 1 1 2 1 1 2 1 1 2 U � Z O 1 11 1 1 1`2 1 1:2 1 2'2 1 22 1 2 2 1 2 2 M N O 1 1 2 1 23 1 2 3 1 2 3 1 2 3 U N 1 1:1 1 0 U 11 1 1.2 1 12 12 1 1.2 1 1:2 U 0 1 1 2 1 1 2 1 2 1 2: 2 1 2.2 1 23 1 2 3 M 0 C4 0 O 1 2 2 1 2 2 1 22 1 2.2 1 2 3 1 2:3 2 2 3 2 2 3 1 0 N Z O U 1'2 1 1 1.2 1 1.2 1 1.2 1 12 1 2 2 1 2:2 1 2: 2 1 2 2 1 2 2 1 2 1 2 3 1 2 3 1 2 3 1 2 3 U O 1 2.2 1 2:2 1 2 2 1 2 2 1 2.3 1 2 3 2 2 3 2 2 3 2 2 1 2 2 2 2 1.2 2 2 2 2 2 2 2 2 2 2 2.2 2 2 79 2 2 2 2 2 2 2 2 2 3 2 23 2 23 2 2 3 2 2 2 2 2.2 2 2 2 2 22 2 2 3 2 2 3 2 23 2 2`3 2 2 2 23222;3 2 2 2 213 2; 2 213 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2.2 2 2 3 2 2 3 2 3' 3 2 3 3 2 2 2 34 2'3 33 2 2 2 3 1 1 0 N Z O U 2.2 2 2 1 2.2 1 2 2 1 2 2 1 2 2 1 2'2 1 2 2 2 2 3 2 2.3 2 2 4 2 2.4 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 2 2 3. 2.3 3 4 2 2 2 34 2.3 34 2 2.4 2 2 4 2 3'4 2 3:4 2 2 233.3 2 2 233;3 2 2 3 2 2 3 2 3,3 2 3',3 2 2 2 3. 2 2 2 3 4 2: 3 34 2 3 4 2 3.4 2 3: 4 2 3 4 2 2.3 2 2 3 2 2 3 2 23 2 3.4 2 3 2 3`4 2 314 2 2 2 3:53;33.4 2 2 2 35 33 34 2 2 2 3 5 3 3 3 4 2 2 2 353;334 2 2 2 3'53334 2 2 2 3:53,334 3 2 2 3;53;345 3 2 2 35334'5 M 0 N O 1 2 3 1 2 3 1 3 3 1 3 . 3 2 3 4 1 3 4 2 3 5 2 U N Z U 1 2 2 1 2 2 1 2 2 1 2'2 1 3 3 1 3 3 1 3 3 1 U O 1 3;3 1 33 1 3 3 1 33 1 44 1 44 2 4 4 2 4 2 4 5 2 4 5 2 4 5 2 4 5 2 3 3 2 3 2 3 4 2 3 4 2 4 4 2 4 4 2 4 , 5 2 4 5 3 2 2 463 :45,5 3 2 2 4 6 3 4 55 M8 NO 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 3 2 2 3 2 2 3 U N Z O U 1 2;2 1 2 22 1 2 2 1 2 2 1 2 2 1 2 , 3 1 2 3 U 0 1 2 2 1 2 2 1 2'2 1 2 2 1 23 1 2 3 2 2 3 2 2 3 M 0 N O 1 2;2 1 2 2 3 1 2 3 2 33 1 33 2 3 4 2 3 4 U N 0 1 22 1 2: 2 1 2 2 1 2 2 1 2`2 1 2.2 1 2 3 1 U O 0 1 22 1 2,2 1 2.2 1 2 2 1 3 3 1 3 3 2 3 3 2 M O O 1 2 2 1 2 2 1 2 3 1 2 3 2 3.4 1 3.4 2 3 4 2 U N Z O 1 2 2 1 22 1 2 2 1 2 2 1 3 2 1 3 2 1 3 3 1 U � Z O 1 2 2 1 2.2 1 2 3 1 2 3 1 3.3 1 3 3 2 3 4 2 ® ® muumuu c/INNI ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS SUBSTRATE: ANCHOR TYPE: Roved Bs'' Rend By. F.K Raved By: F.K Din By: F.K Dabs: 11/13/06 Dees 1/24/06 7/29/05 GLASS TYPE C ,D,E,F,G, H,I,J,K,L A,B,M C ,D,E,F,G, H,I,J,K,L A,B,M C ,D,E,F,G, H,I,J,K,L A,B,M C,D,E,F,G, H,I,J,K,L A,B,M A,B,M PSF PSF C ,D,E,F,G, 53.125 H,I,J,K,L Revisions B Revlsixer A Checked By: J.J. 28.603 ©a ©© 2 2 2 2 2 2 2 2 2 2:2 2 2 2 3 34.603 2 2 2 2 22 2 2 233;4 2 2 23 34 40.603 2 2.3 2 2 3 2 2 3434 2 2 3:4 3 4 REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. NO CHANGE THIS SHEET 2/23/07 46. WIN 2 2 3 2 2 3 3 OW HEIGHT 2 3.4 3'4 2 3 343. 52.603 3;3 2 33 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 2 3 3 4 3: 5 2 3 3:4 3 5 58.603 2 3 3 2 3;3 Visibly Better 2 3 4 "4 2 4 6 3 4 :4 45 Tar eceetaireet SH700 64.603 2 34 2 3 3 3 3 4 5 46 2 3 4 5 4 6 NTS TABLE 5. 76.000 2 34 2 3 4 3 5 : 6 3 4 :5 ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Meat 8 a, 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS• • 15" MAX. FROM BOTTOM CARNE . •••••• • 6" MAX. BELOW MTc. RAJC •••• A SILL - ANCHORS NOT REWIRED, •••• • •.•••• 3. INSTALL PER THE ADJACENT.T4BLE AN9FICrt • • • • QUANTITIES USING THE DINT SItt lAL CRITERIA OF . • • NOTE 2. "• • . .• •••• • • • • • 4. TABLE WIDTH AND HEIGHT IN/1 N$ION AREfOR • FLANGED WINDOWS. INTEGJ EW DIMENSlIE7M •• • � � ARE 1" LESS. . • • • • • • • • • • •.••• ••••• 5. DESIGN PRESSURE LIMITATIONS: •••• • SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL R• MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 3 4040 -20 2 2 3 NRODUCF REVISED as comptyi®g with the !tibia Belding Code Amputate Ne E tine Date Robert L. Clark, P.E. PE #39712 Structural • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPE. WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 GLASS TYPE C ,D,E,F,G, H ,I,J,K,L A,B,M PSF C , D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C ,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M PSF C ,D,E,F,G, H,I,J,K,L A,B,M PSF C,D,E,F,G, H,I, A,B,M PSF C,D,E,F,G, H,I,J,K,L A,B,M WINDOW HEIGHT 29.655 37.155 44.655 U c.i0 � U 1 1 1`.1 1:1 79 68 59 1 1 1 54 79 2 2 111 1;1 2 2 49 79 2 111 2 2 111 111 45 74 2 2 111 111 2 2 111 111 41 67 1 2 2 111 1T1� O 0 ' NO U � 1 1 1:122 1 1 1 :1 2`2 1 2 67 79 62 79 2 2 11 2J 2 56 79 2 2 111 212 2 2 111 212 51 74 2 2 111212 2 2 11212 46 67 2 2 112T2 _2 2 1 1 212 0 N 0 2 1 0 r , Z 0 1 2 1 1 212 :2 1 2:2 77 2:2 1 2 2 1 2 2 2 2 1 212 1 2 2 1 2 2 1 2 2 2 2 2 2 2;2 79 2 2 2 22 79 2 22212 2 222J2 2 2 212 2 2 2 2 2:2 212 76 2 2 22 2 2 2 2 2.2 212 0 r)0 c40 1 2.2 1 2 2 2 2 1 2:2 1 2:3 1 2:3 2 2;3 2 2 3 2 2.3 2 2.3 2 3 3 313 79 2 3 3 3 3 79 3 313 3 313 0 N Z 0 1 2 1 1 21 1 2: 2 1 2 2 1 2;2 1 2 2 1 2.2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 3 2 3.3 0 0 1 2 2 1 22 1 22 1 2 1 2;2 1 2'2 2 23 2 2,3 2 3 3 2 3 3 2 3 3 3 3 313 2 3:3 2 3 3 2 3.3 52.155 1 2;2 1 2;2 1 2 1 2:2 2 3 2 3:3 2 3 3 2 3 3 2 33 2 3 3 2 3 4 2 3 4 34 2 34 3 4 3 414 1 212 1 2,2 1 2 . 2 1 22 1 2.2 1 2 2 1 2:2 1 2 2 2 2:2 2 2 2 2 2.3 2 2;3 2 33 2 3.3 2 3;3 2 3, 3 0 �Z 0 1 2 2 1 22 1 2 2 1 2 2 3 3 1 3' 3 2 33 2 3 3 2 3:3 2 3 3 2 33 2 33 2 33 2 313 3 4'4 3 44 59.655 0 coO N O 1 2'2 1 2;2 1 2 2 1 212 2 3;3 2 3:3 2 3 3 2 3 3 2 4:3 2 4.3 2 4 :4 2 4;4 3 44 3 4 4 3 44 3 4 0 N Z 0 1 2:2 1 2:2 1 2.2 1 212 1 3 2 1 3 2 3.3 1 3 3 2 3 3 2 33 2 3:3 2 3 2 3 3 3:3 3 3 2 3.3 0 0 1 212 1 2:2 1 3 2 1 3'2 1 3 3 2 4 3 2 4:3 2 4 . 3 2 4;3 2 4 3 2 43 44 2 4 4 3 3 414 67.155 0 c40 1 2.2 1 2;2 1 3 2 1 3 2 1 3 :3 1 33 2 313 2 3 3 2 3 3 2 3:3 2 4 :4 2 4:4 2 4;4 2 44 3 4,4 3 4 0 N 0 1 2 2 1 22 1 2;2 22 1 2 2 1 2 2 1 3 2 1 3 2 2 3:3 2 33 2 3 3 2 3.3 2 3 3 2 33 2 313 33 0 ' 0 1 2 1 2:2 1 3 2 1 32 1 3:3 1 2 2 2 2 2 2 2 44 74.655 CNI 1 3;2 1 1 1 1 1 2 2 2 2 2 4.4 2 Atti 3 4:4 3 3 1 1 1 1 1 1 2 2 2 2 2 '0 0 1 1 1 1 2 2 2 2 2 2 4:3 3 76.000 0 1 1 3:2 1 1 1 2 2 2 2 2 2 3 3 3 3 1 1 3:2 1 1 1 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 ANCHORAGE NOTES: 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS0.• 6" MAX. BELOW MTf. 3. INSTALL PER THE ADJACENT TIME ANCI-Krt„ QUANTITIES USING THE DIICIISMAL 64ITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT mulaION ARE•FOR FLANGED WINDOWS. INTEgIMEIN DtmEnops SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAL MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 31 3 2 2 PRODUCT REVISED as complying with NM& Balding Cade Acceptance Pia Date • • • Rend By: Roved By: Rowe sy: Own By: Dabx REVISE ANCHORAGE TABLE AND NOTES. ADD DP AWL WHERE ANCHOR 07Y IS RESTRICTED BY SIZE. A awaked By: NO CHANGE TH1S SHEET Dattc 2/23/07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 Visib0 Better ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT SofesAfackt SH700 Sheet 9 11 4040-20 14 67 PE #39712 Structural • • • • • • • • • • 00000 ANCHOR QUANTITIES SUBSTRATE: - . ANCHOR TYPE: - ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 o U U o r. .. U U o r.. .. o o o - .. o U o _. �-. o 0 6MQ � c%iQ 0 U z Q o Zc'O�Z�ZC'O U c4 0 o U O U ON Q 0 U O U O WINDOW r. ,. 19.125 K,L P •• P P P P P P N P N N N N P N N P N P N a— CV P . CO • N ✓ CO P Cr) P N P ' Cr) P Cr) P Cr) P Cr) 24.000 K,L P P P P P {� P N P N P N P N • N N P N P N P Cr) P N P CO P Cr) P CV • C) P:Cr) P • M P Cr) P CO P CO P � 32.000 D,E,F,J, P ' P P P P '— '—(.4 N • N N eo P N P Cr) N C) P CO P CO P (� a— N • Cr) P Cr) P at ac' P CO P ' At ▪ LC) I P M r CO 37.000 PSF 79 D,E,F,J, K,L P P P P • N N - N • 2 LAIC) � N NICr) C C) P Cr) N V' N Cr) N N M N V N P a' N N 'CO N LO 40.000 PSF 79 79 79 79 D,E,F,J, K,L N N;P 2 2 N I N 2 N.Cr) N Cr) 2 N ' N'M N N: � N Cr) N at N s9 CO N i"O N 7t' N At N (O N• LL') N act I N 1 C 44.000 PSF 79 76 79 77 79 79 79 D,E,F,J, K,L N N P 2 2 N N 2 2 N ' Cr) 2 N er N N id' N et CV N (O N tt N Cr) N CO N' 1(') N _ tt N •tC) N ;(O N N CO 1 2 3 - 3 48.000 PS PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K,L N 2 2 2 N (11 2 Cr) et' N:V 2 N (f) N at N (l') CO N at N 'CO (O N It N =CO Cr) CO j N (O N CO 3 53.125 PSF 71 79 63 71 79 64 74 66 77 69 69 D,E,F,J, K,L 2 1 N IN N I NIN i M IM N I CO N Nt CO i'at M (O N '4 i Cr) (O CO COI N (C) I Cr) CO I N LO Cr) t` Cr) CO I N CC) M 1 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SUBSTRATE- ANCHOR TYPES 'o O N WINDOW WIDTH 19.125 24.000 32.000 37.000 40.000 44.000 48.000 53.125 SASH HEIGHT 1 2 2 2 73 2 12.776 z N � U 1 1 1 212 U Z U 1 1 2 2 1 1 1 2 2 2 1 2 1 2 212 212 15.776 oo fV 2 2 2 79 2 74 2 68 2 63 2 58 2 U N Z C 1 1 2 z O U 2 2 2 212 2 2 2 2 2 78 2 72 66 18.776 co 0 N 2 2 3 z N O U 1 2 z U 2 2 2 3 1 2 1 3 3 1 2 1 3 3 79 3 72 3 213 2 1 3 3 1 3 21.776 0 M O 2 2 3 z N U 2 2 2 z U 2 2 3 31213 31213 31313 4 1 3 1 3 4 1 3 1 4 24.776 cn OO N O 2 4 U Z U 2 2 2 U 0 U 2 2 3 3 1 3 1 3 3 1 3 1 3 4 1 3 1 3 41314 3 1 4 27.776 to 0 2 2 3 C) N Z U 2 2 2 z 0 2 2 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 30.776 cn oo N O 2 3 4 U N Z 0 2 2 2 z T- 0 2 2 3 4 1 3 1 3 41314 5 1 3 1 4 5 1 3 1 4 5 1 3 1 5 31.106 Mo CV Q 2 3 4 z N O U 2 2 2 z U 2 3 4 1 3 1 4 4 1 3 1 4 51314 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18 1/2° MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 112" MAX. ABOVE THE MEETING R414. 6" MAX. BELOW MTG. RAIL • • • • • 15" MAX. FROM BOTTOM'GORIIERS • • •. SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUACITIT•IEb FOR CUSTOM A VIEW WINDOWS FROM TABLES7. »715 8. USING T.HE • • DIMENSIONAL CRITERIA OF NOMINSE TA15I.L2" FOR • ABOVE THE MEETING RAIL AND' AIVA 8. FOR BELOW. • 4. AVAILABLE SASH HEIGHTS FOR.CLIAtOM VI;i4I' .• • TABLE WIDTH AND HEIGHT DIMETI$IUNARE FOR .. • gl FLANGED WINDOWS. INTEGRAL'FINIYMENSMS 4RE 1" LESS. • •• • • • • • •••• 6. DESIGN PRESSURE LIMITATIONS' • WINDOWS ARE 125/8" MIN. TO 38" MA. • • •••• A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL A TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL 112 2 2 • • •••• PRODUCT REVISED as eoa+pbBag will the (iii Wain Code Acceptance Na E rattan • • • •• • Roved Dr FJC Reed By: F.K Drawn Br F.K Date Da* 11/138 Data 1/24/06 Dater 7/29/05 Realsioner Ratable B Revistantc A Oradea By J.J. REVISE ANCHORAGE TABLE AND NOTES. ADD DP MAX WHERE ANCHOR QTY IS RESTRICTED BY SIZE. NO CHANGE THIS SHEET 2/23/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE SPACING, CUSTOM VIEW mer ALUM. SINGLE HUNG WINDOW, IMPACT aseeatle SH700 WOK NTS Meet 10 a 11 Thawing No. 4040 -20 Rot B Ro . L. Clark, P.E. PE #39712 Structural • • • •••• . • • •••• ••• • • ••• • a s 3.35 KSI MIN. CONCRETE • • OPTIONAL 1x WOOD BUCK (SEE NOTE 4) 1/4" MAX. SHIM .131" DIA MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK A(SEE NOTE 4) y •• .• 1 3/8" MIN., 1/4" TAPCONA • ' • ••• .1•.3/4" MIN., 1/4" CRETE -FLEX 1 1/4" 1/4" MAX. —I SHIM DETAIL F, (HEAD) CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C A fit k 1/4" MAX. SHIM WOOD FRAME WOOD ANCHOR (SEE NOTE 2 & 3)A DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1/4" MAX. SHIM 1 3/8" MIN. 1 3/8" MIN. A 1/4 " ] MAX. SHIM DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. —+— SHIM .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 2x WOOD BUCK (SEE NOTE 4)A DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE A A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNf CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPIQTED•AS 2x M4E h 1/2" : • THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOAD$, !CKS TOSE °. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • • 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MIMMCI STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTUI?ALIMEMBEJt WALL BE. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SI IIAk TO THAT • SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SlaMiA4 . pE A C12•SAIEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IP TOME CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SR,RIGIX FOR TAFtCONS • MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTIT�FE ®'FOR AN • • • INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOf IItTEG17A'L , MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AID ATTACH Td ri • MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIRtWNT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETINGA RAIL. (SEE NOTE 2 & 3) WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) 1/4" MAX. SHIM WOOD FRAME Ind 8,. Rend By: F.K Road By F.K Dawn ey F if Daft 11/13/06 D•oie 1/24/06 Daft a/1/a4 Rrekdorax 8 A Checked sy. ADD INTEGRAL RNANCHORAGE UPDATE & REORDER NOTES. ADD NOTES 7. UPDATE CONCRE EMBEDMENT DIM. ADD NOTE 6 RE FLAT HEAD ANCHORS Daft 2/X107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 P T Virsibl• Better ANCHORAGE DETAILS 7L ALUM. SINGLE HUNG WINDOW, IMPACT SMaaliodat Sheet t Dma&gNo. //7 Robeft L. Clark, P.E. PE #39712 • • •••• • • • •••• ••• • • ••• • 00000 ••••• • • • ••••• 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI COUNTY, FLORIDA zMETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series CA-740 Aluminum Projected Window-LMI APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 2/24/03, with revision "B" on dated 10/19/05, signed and sealed by Lucas A. Turner, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and.there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0514.10 consists of this page 1 and evidence E-1 and E-2 as well as approval document mentioned above. The submitted entation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05- 1129.10 Expiration Date: November 06, 2000 Approval Date: February 23, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7052 -7, titled "Alum. Projected Window, impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 2/24/03, with revision "B" on 10/19/05, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'LL -3728 dated 2/28/03, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0514.10" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L -3724 dated 2/28/03, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0514.10" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by Lucas Turner, P,E., dated 11/21/05, signed and sealed by Lucas Turner, P.E. Complies with ASTM- E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 01 /05/06, expiring on 12/11/10. E -1 Herminfo F. Gonzalez, F.E. Director, Building Code Compliance Office NOA No 05- 1129.10 Expiration Date: November 06, 2008 Approval Date: February 23, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. Statement letter of conformance, dated 5/12/03, signed and sealed by Lucas Turner, P.E. 2. Statement letter of no financial interest, dated 5/12/03, signed and sealed by Lucas Turner, P.E. F. OTHER 1. Letter from the consultant, dated 01/28/06, stating that the product is in compliance with the Florida Building Code (FBC). • 2. Notice of Acceptance No. 03- 0514.10, issued to POT Industries for their "Series "740" Aluminum Projected Window", approved on 11/06/03 and expiring on 11/06/08 E -2 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05-1129.10 Expiration Date: November 06, 2008 Approval Date: February 23, 2006 r 0 ^1 ^\ ( f ^\, l ./ , li f / i 0 l // , El i `I W2 / ( , ,, --W 1 W2 - W3 1A1 W ° l ^ ( r .. / �1/ M1 // h // , Li %.. ( / i `I W2 ----w1 r w — ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS [ANCHORS DETAIL A W1 W2 W W = W1 +W2 H = H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR Wi +W2 MULL LENGTH = Hi ANCHORS DETAIL A ANCHORS DETAIL "B'; "C" OF? "D" AT BOTH ENDS AND AT BOTTOMS Mi) M2) NOTES: 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS L TO THE STRUCTURE. W = Wi +W2 +W3 H = H 1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR Wi +W2 +W3 M4) MAX OPENING = Wi +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT. MULLIONS MAXIMUM OF (7) UNITS. obert L` Clark, P.E. PE #39712 Structural ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR Wi +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY ANCHORS DETAIL "8", "C" OR "D" BOTH ENDS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 AND LOCATION, REFER Revsd F.K. Revsd By: F.K. Drawn By: P.J.P. Description: Series /Model: MULLS MULLION oat 575/06 Date: 4/28/00 Scale: NTS TO SHEETS Revisions: D ADD NOTES 5 & 6 Revisions: C —ADD TECH. REFS. Sheet 1 of 7 H (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W 1" HEAVY WALL. ELEVATIONS MOM= MEWED ras complying with the MOB lInkling Code N. a, - 0125. Title: ALUMINUM TUBE CLIPPED MULLION Drawing No. 6221 •• • • • • •• • •••• • • • • • •• • • •• • • • •• • • •• •• ••• • •••• • • • • • • Rev: D • • • • • • • • ••.••• ' PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION FOR 1" MULL 4 _ �. PGT 1 x MULLION TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) 1 MIN. SEE NOTE 3 SEE NOTES 2 & 3 BUCK 28(TYp) 11(TYP) ANCHOR EMBED. SEE NOTE 2 f ! • .. •,. • #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 ' SEE NOTES 2 & 3 TYPICAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" NOTE 1 °•:::: ' 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" f SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK REMOVED TO CONCRETE i I I PGT 1 x MULLION- 1 Robert L. Clark, P.E. PE #39712 Structural WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2 MIN. -- 28(TYP) SEE • • NOTE 1 • • �-T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MIN. 2- SEE NOTE 1 r __2 . OR 4 "--i WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd By: F.K. Revsd By: F.K. �3 06 � Drawn By: Date: P.J.P. 4/28/00 Description: Series /Model: MULLS 2" OR 4" Scale: NTS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 Revisions: D— MODIFY NOTES 3 & 5 Revisions: C —ADD EMBED. DETAILS 1" HEAVY WALL, CLIP INS Sheet: 2 of 7 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO .. . INTERFERE RE WITH • ..' .' EACH OITHE4) .••••. SEE NOTE. 3 ' • •' MASONRY• ICHQR.•. SEE NUTS" 1 &"3' .... • •. • • • •• • •• • • .. • .• • • ••• • •. • • •••. MASONRY ANCHOR, SEE NOTES 1 & 3 Drawing No. 6221 • • ..• .•. • ••• • • . DUCT RENEWED with Me Florida Acceptance No d - • 1. • • gig TALLATION DETAIL Title: ALUMINUM TUBE CLIPPED MULLION Rev: D 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 'A' 1 3/1 1 15/16 1 3/8 3 3/16 1 - - ► -A /2 4 MAX. O 4MAX F LA.] TWO (2) ANCHOR ® THREE (3) ANCHOR LOCATIONS LOCATIONS A/2 A-1 ONE 1 ONE (1) ANCHOR LOCATION 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. B MIN. TYP. gMIN -FLA_1 TWO (2) ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 1 16 TYP. B MIN I L—A-1 © FOUR (4) ANCHOR LOCATIONS (2)EQ. SP. (A- 3/4)/2 8- MIN .��A ® THREE (3) ANCHOR LOCATIONS Robert L. Clark, P.E. PE #39712 Structural gMIN —MAX. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 3 MIN .TYP . (4)EQ. SP. (A- 3/4)/4 INDUSTRIES Re F By Revsd By: F.K. Drawn By: P.J.P. Series /Model: MULLS 6 ® SIX (6) ANCHOR LOCATIONS 8 —MIN ' 3 ® FIVE (5) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Dot 530/06 Dot 55/06 Dote: 4/28/00 gMIN TYP. Revisions: D —NO CHG THIS SHT Revisions: C— REDRAW, ADD DIM. &NOTE Description: 1" HEAVY WALL, ANCHOR LOCATIONS Title: ALUMINUM TUBE CLIPPED MULLION Scale: Sheet: NTS 3 of 7 B MIN. TYP. •. • • • • • • • • • • .• •• • • •••• • • • • •. • • • • moot= • Drawing No. 6221 •• • • •• •• • •• •• • • • • •• • • • • .. • • •. • • • •. • • . • • • •• • •• .• • • •••• • Rev: D ••• • ••I •. ••. . .• .. • ••. 2 1 3 4 1 8 1 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 21 32 7 x HEAVY WALL MULLS MAT'L: 6063 —T6 obert L Clark, P.E. PE #39712 Structural 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd K. Revsd F.K. Drawn By: P.J.P. Description: 1 " HEAVY WALL, MULLION PROFILES Title: Dat>: 5 3 %6 55/06 Date: 4/28/00 ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scala: 1X 1 3 - 4 Revisions: D -NO CHG THIS SHT Revisions: C -N0 CHG THIS SHT Sheet: 4 of 7 1 8 • • • • • • • • • .. .... . . ... • • • .... • .. • • .. • • Drawing No. 6221 .. • • • • .. • .. • • .. .. • • .. .. • .. • .. .. • . • • .. ntODUCT 4ENEWED s cam with die Roddo Acceptance No / - . ,: 1 S . R • • • • • MAIM .: • • • • • • • CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 OPENING WIDTH IN INCHES (2) A (3) A (3) B (3) B (3) B 170 154 140 126 101 90 77 58 49 45 35 28 23 16 (3) B 170 170 170 153 107 90 77 58 49 45 35 28 23 16 15 15 (3) A (3) B (3) B 170 80 (2) A (3) B (3) B 170 9 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL iGN 42 48 50.625 54 60 63 66 72 76 78 84 90 96 (2) A (3) B (3) B 170 170 170 146 100 84 134 119 96 80 170 170 131 112 85 65 54 50 40 32 26 18 17 72 54 45 41 32 26 21 170 166 145 131 113 86 73 67 54 43 36 25 23 CHART 1. - 1x2x.375 OPENING WIDTH IN INCHES 50 (2) A (2) B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 50 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 60 (2) A (2) B (1) B 142 116 100 81 58 49 43 32 27 25 20 16 6 (2) A (3) B (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 21 19 70 (2) A (2) B (1) B 134 107 91 73 51 44 38 29 24 22 17 0 (3) A (3) B (3) B 170 170 97 73 62 57 45 37 30 21 19 80 (2) A (2) B (1) B 130 102 85 68 47 40 34 26 22 20 16 70 (2) A (3) B (3) B 170 161 148 135 116 99 85 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) B 130 100 82 64 44 37 32 24 20 18 170 150 170 165 116 99 136 121 100 84 100 110 (2) A (2) B (2) A (2) B (1) B 130 99 80 63 42 41 35 30 22 18 17 (1) B 130 99 80 62 34 29 21 17 16 120 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 15 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 15 0 (3) A (3) B (3) B 170 170 72 54 45 41 32 26 21 160 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 10 (2) A (3) B (3) B 170 149 68 50 42 38 30 24 19 0 (3) A (4) B (3) B 170 170 170 142 96 80 68 50 42 38 30 24 19 11 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 0 (3) A (4) B (3) B 170 170 170 141 93 77 65 48 40 36 28 22 18 120 (2) A (3) A (3) B (4) B (3) B (3) B 170 170 149 134 118 92 76 64 46 38 35 27 21 17 170 170 141 92 76 64 46 38 35 27 21 17 Robert L. Clark, P.E. PE #39712 Structural 13 (2) A (3) B (3) B 170 149 134 118 92 76 63 45 37 33 26 20 16 0 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 16 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 32 24 19 15 0 (3) A (4) B (3) B 170 170 170 141 92 76 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4') OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. /12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS INDUSTRIES 63 44 36 32 24 19 15 Revsd F.K. Revsd F.K. Drawn 8y: P.J.P. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS Fl 34 Series /Model: Vertical Mull �Opening� Width Mull Length Horizontal Mull Opening Width Length • • • • .. • •. . • • • •• • •••• • • • MUitipld MullettUnits' .. .. .. • • .... ■ •• • • Mull Length • • \Opening Width • • • • • • • • • • g°,30/06 Dat: 515/06 Date: 4/28/00 Revisions: D -NO CHG THIS SHT Revisions: C- MARKED REVISIONS Description: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 Titre: ALUMINUM TUBE CLIPPED MULLION Scale: Sheet: of �— • • • • • • •• PRODUCT WHEW= as complying with the Redd. Bidding cede Acceptance No -0/ 5.01 - EspLatio r7/10 %7L By Division Drawing No. Rev: 6221 D • • • • • ••• • • • ••• • • • CHART 3. -1 x2.75x.650 (2) A (4) B (2) B 170 170 z z QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 (3) B (2) B 170 170 (2) (' B (2) B 170 170 166 155 134 126 118 92 77 71 109 125 90 103 83 77 63 95 85 63 52 52 48 48 152 133 125 118 106 91 84 84 67 90 54 96 44 108 31 111 29 50 170 170 152 143 135 108 91 84 67 54 31 29 (3) B (2) B 170 160 148 135 117 110 103 92 77 71 57 46 44 38 26 24 60 169 57 46 38 26 24 148 136 124 106 99 93 81 68 63 50 40 33 23 21 70 ( A ( B ) A 4) B (4) B (2) B (2) B (2 B 170 170 1170 169 141 1 161 156 129 148 142 122 114 107 81 68 63 40 108 88 81 75 60 49 45 116 99 92 86 73 61 56 33 29 23 20 80 133 113 105 97 73 61 56 50 44 44 36 36 29 20 21 18 18 17 Vertical Mull j _Opening4 Width Mull Length Horizontal Mull Opening Width Mull Length Multiple Mulled Units L--- Opening Width Mull Length OP ING WIDTH IN INCHES (3) B (2) B 170 138 125 112 94 87 81 67 56 51 40 32 26 18 90 (2) A (4) B (2) B 170 158 143 124 101 93 82 60 49 45 108 88 80 73 58 47 43 128 107 99 90 67 56 51 40 32 18 17 100 110 ( B ( A (3) B (4) B (2) B (2) B (2) B 170 170 170 137 157 137 123 141 37 37 30 30 26 24 24 17 15 (2) A (4) B (2) B 170 17 15 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4') OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: Sheet: NTS 6 of 7 Drawing No. 6221 Rev: D 6 123 35 28 23 15 Robert L Clark, P.E. PE #39712 Structural (2) A (4) B ( B 170 157 141 35 28 23 15 (3) B (2) B 170 137 123 33 26 21 120 FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 157 141 124 100 91 80 58 47 43 33 26 (3) B (2) B 170 137 123 108 88 80 73 56 46 42 32 25 21 • 20 130 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 Revsd K. Revsd By: F.K. Drawn By: P.J.P. 160 (3) B (2) B 170 137 123 Dat 513 %6 Dat: 51 5/06 Date: 4/28/00 (2) A (4) B (2) B 170 157 141 108 124 88 100 80 91 73 79 56 56 45 45 40 40 30 30 23 23 20 -1 18 18 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revisions: D -NO CHG THIS SHT Revisions: C- MARKED REVISIONS •• • • .. • • • • • .. 0000 . . • • .... • •• • • .. • • •• • • . •• • •••• • • •0.. • •• • • .. •• • • •• .. • •• • • .. .. •0. • •• •• • • •••• • •• • •• • ... ... • ... • •. . • Description: 1 " HEAVY WALL, PRESSURE CHART 3 1 CHART 4. - lx4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 84 90 96 108 111 144 50 60 (2) A (3) A (2) A (3) A (2) A (3) A (2) A (4) B (6) B (4) B (6) B (4) B (6) B (4) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 ' 170 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 54 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 157 170 60 170 170 170 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 63 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 66 72 76 78 170 154 144 140 128 112 112 92 64 59 92 27 27 170 150 170 135 170 134 170 120 170 125 160 112 170 121 148 108 138 ' 111 117 98 95 78 64 54 59 50 95 78 82 67 54 47 50 43 70 170 125 165 110 140 102 129 99 102 90 82 67 47 43 74 60 42 38 80 170 117 148 103 126 95 116 92 92 83 74 60 OPENING WIDTH IN INCHES (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) P‘ (3 }.A (2).A (3) A (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B 6) B (4) B (6) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (,)-.'B (5) B , 0) (5) B 67 54 42 37 38 34 90 166 136 116 106 83 67 54 37 34 Vertical Mull - Opening4 Width Mull Length Horizontal Mull Opening Width mull Length Multiple Mulled Units Opening Width Mull Length 112 156 108 98 1 127 94 90 108 86 87 99 83 77 77 62 50 34 31 100 110 120 .130 160 62 50 73 58 47 fic .• Clark, RE. PE i ii3V 712 Structural 150 106 120 91 102 ' 83 93 80 73 - 69 58 47 32 29 54 44 30 27 145 105 144 105 115 89 112 88 98 81 95 79 89 78 87 75 84 69 66 66 62 54 44 30 27 ,.r • 52 42 28 26 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd 8y F.K. Title: MULLS 48 144 111 93 62 48 52 42 38 28 25 26 23 23 38 25 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4') OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd 9 Det : Revisions: F K. 5/3 %6 D —NO CHG THIS SHT 55/06 Drawn By: Date: P.J.P. 4/28/00 Description: Series /Model: Scale: Sheet: Revisions: C— MARKED REVISIONS NTS 7 of 7 .. • • .. • • • _. • ... • • . • • .. • • .. • • ALUMINUM TUBE CLIPPED MULLION S ep 1" HEAVY WALL, PRESSURE CHART 4 Drawing No. 6221 .. • • • • .. • •••• • • •••• • • • • • • • • .. .. • .. • • .. .. ••• • •••• • • •.. • SWIVWe 6 -a 411 Rev: • • • • • • • •s... • • .. .... • • ...... . ' • • 4 .... n 74 ( _ 77357 4 , 1 s [ JUL 2 8 2:208 1 BY: „ E MIAM COUNiY COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: v the use of construction materials. This NOA is being issued under the applicable rules and regulati ons governing The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mn10on L NLI. 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. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOD. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 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. Gaston, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.07 Expiration Date: June 28,2011 Approval Date: July 20,`20ffi Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 29113, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3 /a" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jame D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 T PGT Industries NOTICE OF ACCEPTANCE: EVIDKNCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04 - 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006