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WS-09-353Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 07, 2009 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CHARLES Job Address: 10611 NE 11 Avenue Miami Shores, FL 33138- Project: <NONE> Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 06, 2009 Inspector Comments Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320280380 Contractor: TRITON WINDOW DISTRIBUTORS Phone: (305)716 -4900 Page 4 of 25 Inspection Date: March 30, 2009 Inspector: Devaney, Michael Owner: CONDO, SHORES PLAZA EAST Job Address: 726 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: AMPSTRONG ELECTRIC INC Building Department Comments March 31, 2009 'xl Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 N ismeonor Phone Number -eft0n3 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1132060440001 Phone: (305)468 -7988 Page 1 of 1 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 108196. NO PLANS/ NO PERMIT, IF NEW A/C SYSTEM MAX FUSE SSIZE IS 15 AMP. DISCONNECT HAS 30 AMP. POSES `�r 5V), /izr 97 Failed Correction ection Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: March 30, 2009 Inspector: Devaney, Michael Owner: CONDO, SHORES PLAZA EAST Job Address: 726 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: AMPSTRONG ELECTRIC INC Building Department Comments March 31, 2009 'xl Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 N ismeonor Phone Number -eft0n3 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1132060440001 Phone: (305)468 -7988 Page 1 of 1 Project Address 10611 11 Avenue Miami Shores, FL Owner Information CHARLES RODRIGUEZ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $3.60 $1.20 $170.00 $9.00 $50.00 ($50.00) $4.25 $188.05 Building Department Copy Address Expiration: 09/19/2009 Parcel Number 1122320280380 Block: Lot: 10611 NE 11 AVE MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone TRITON WINDOW DISTRIBUTORS (305)716 -4900 Type of Work: WINDOWS No of Openings: 7 Additional Info: IMPACT Classification: Residential Authorized Signature: Owner / Applicant / Contractor / Agent Phone Invoice # Total Amt Paid Amt Due WS-3-09 -34180 $ 188.05 $ 138.05 WS -3-09 -34180 $ 188.05 $ 188.05 $ 0.00 Applicant Valuation: Total Sq Feet: CHARLES RODRIGUEZ Cell Date $ 6,000.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 06, 2009 April 06. 2009 1 �olo� Pti BUILDING PERMIT APPLICATION FBC 2004 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECENE MAR 09 zug SW Mi. AID MO MMMMM Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) 0.I1 RRLLS ?017►2 t G t)E.Z Phone # 30 6 beg* fr3/ Owner's Address 10 to 11 Ni g- l I VE City PI AM 1 S4I1,RES State FL Tenant/Lessee Name Phone # Job Address (where the work is being done) 10(0 1 ) Kig 1) Ave; City Miami Shores Village County Miami -Dade FOLIO / PARCEL # - 62,23a- O 2 - o 5 T Is Building Historically Designated YES NO X Type of Work: f Describe Work: :;e Bond$ Structural Review. $ Miami Shores Village tfint Permit No. WI -- 253 Master Permit No. zip 3 313 Contractor's Company Name TR ►TDO W tr t�Du) �J► 5721gt7TaR.S Phone # Contractor's Address 5 D01 14(A) a AVE City M 1 1 State Ft_ Zip 33 1(o (v Qualifier Name I\ e I Q fl d r D Ac cos TA Phone # (305 ) 1 Ito -1. DO State Certificate or Registration No. Certificate of Competency No. zip 83 1 ['Addition [Alteration ['New - . D Repair/Replace 1#4 inlrr gZPLikeZi4eWr ( uN irs) 1 OM ( &6 ) uto- 44 oa Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $1 0 v Square / Linear Footage Of Work: ❑ Demolition CC OWL ***************************************F s ****x**** * * * * * *** * * *** ** x * *** * *** * * * * * * * *** Submittal Fee $ *W e Permit Fee $ l ' � CCF $ & CSC - ; Notary $ � Training/Education Fee $ Y' Technology Fee $ 4• Q l' " Scanning $ Radon $ - DPBR $ Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ Y ) See Reverse side -+ Bonding Company's Name (if applicable) • Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 issue In the absence of such posted notice, the inspection will not be a pro ' and a reinspection fee will be charged. Signature NOTARY PUBLIC: Sign: Print My Commission Expires: CLyiAli L ki _ ®I Ci 0(, ,i -e APPLICATION APPROVED BY: (Revised 07 /10/07) As identification and who did take an oath. 5 N caftan' M.OLIVER Sign: MY COMMISSION # DD 4411tnt: EXPIRES: November4, 2009 liondsd Thu Budge! Notsry Witty Commission ************* * * * * * * * * * * * ********* ******* * **** : *** ** * * *** x********o:*****a *** Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of e � by ULAN / 5 i (1'4'1 tt r day of 20 4 7 , by who is personally known to me r who has produced who is personally known to me or who has produced Contractor as identification and who did take an oath. NOTARY PUBIAgN, CNN M. OLIVER * MY COMMISSION # DD 447519 EXPIRES: November4, 2009 Bonded T ru Buda Nosy Benioee Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. fl'a a B2 - bcPQ- O3gO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: ■4 1 Apt 1 S 1�� .S .S'rfrr 3 ?e) +1- 5 8 i -o 10 't it But 3 ipt411 06 11 Pole Howl 514 -SS ;Ft . 3313 2. Description of improvement: WtaINPO 3. Owner(s) name and address: c i4ARL.E.s la I (,Ut:.Z 1062 It Nig it Ali 1.41,64-11 Sit-ocEs, 351 V Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 7R irt*.( 1A) nizo SJiS I 5'no 1366 1 E 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ O I HEREE � �`� r , r , .r3 f ` r ,ti\. 6. Lender's name and address: origi: fil is ,hi c i CLEF°; c' I 7. Persons within the state of Florida designated by Owner u�i �i s or of 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 Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date ip ified) Signature of O er Print Owner' Name ?at' /ei //lam "7.,' /l? ->Z_- , Sworn to and subscribed before me this a y of F ' ( 4w y , 20 0q. Notary Public (-1-44.41. /4 0 I Print Notary's Name c i {. /' 1, G My commission expires: 123.01 -52 PAGE 4 &02 A tM..4I , l L 331(4 YP 4 ,41 „4� CHW M. 0LWFR 0 447519 EXPIRES: November4, 2009 i # Bonded Nu13 MaySavlea 1 11111111111111111111111111 Hill 11111 .1101111 CFN 200980149059 OR Bk 26770 Ps 0519; t1Ps RECORDED 03/02/2009 09:37230 HARVEY RUVIIdp CLERK OF COURT IIIAr1I- CDACDE COUNTYp FLORIDA - LAST PAGE I r L• � 31.(P1^ Prepared by id i e 001.....e‘I Address: 5b01 Nu). is so, above total amount according to card issuer agreement (Merchant agreement if credit voucher) VED 587780 WERLEY,N Merchant COPY THANK YOU! 8 45:50 i12 9005 1.00 Value of Work For this Permit LICATION Miami Shores Village Building Department 1 0050 N.E2nd Avenue, MVfiaini Shores, Florida 33138 Tel: ( 305) 795.2204 Fax: (305) 756.8972 Permit No. ' Master Permit No. Buiidiug . Roofmgg .e Titleholder] c 3 R t>LS tC 01)R I G 06,Z. Phone ## 1 1 1 A State Phone # I ota i) Ave . . ork is being done) cores Village County .Miami -Dade .. . � ,. Don- 05` o D Repair/Replace s11a1`t7'S_ 306 09 /13/ zip 33 )3g Is Building Historically t)esignated YES NO ' Contractor's Company Name R. I TtiJ ! V ►Kfbc .¢ 1i5"RtD bRS Phone # ( c //to- Contractor's Address 5 141A) T . • ANIC City NA i- I State 1 Zip 3S i le Qualifier Name t i (1L t' _ Phone # (vC i ) `l i °- 0 J State Certificate or Registration Na Certificate of Competency No. Architect/Engineer's Nanie (if applicable) Phone # Square! Linear Footage Of Work: Type of Work: ❑Addition [Alteration QNew Describe Work: Z p � + i to 1- ❑ Demolition CG tY Z. ;;**** ********************************* * * * **e * * * * *** ******* * * * ** * * * ** * *** *0t Submittal Fee $. —. Permit Fee $ CCF $ CO /CC ;Notary $ Traitnng/Edncation Fee $ Technology Fee $ Scanning $ Radon $ k DPBR $ Zoning $ Bond $ . Code -Enforcement $ Double Fee .$ Structural Review. $ Total Fee Now Due $ See Reverse side --* 41111 A ii iiitZ. S D i� - L I iuuiM `o o Permit # f•-.537 Job Name Date T I( 7 Norman Bruhn CBO 305- 795 -2204 Building Critique Sheet Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (i ,�40 Derr �. w� • . k( l aa � l r � f s�4 I 4 4 J t - e #i Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. ,2009 12:53 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES L001 $$$ TX REPORT $$$ TRANSMISSION OK TX /RX NO 3181 RECIPIENT ADDRESS 93057169844 DESTINATION ID ST. TIME 03/11 12:53 TIME USE 00'22 PAGES SENT 1 RESULT OK Permit # Job Name OL - "" . Date " 607 Building Critique Sheet M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 lI TOP VIEW a<: • • • •• • • ••• • • • 0 00 0• • • • • •••. •.•••• • • •• • • ••*. • • • • • •• •• P tp • OQ® 0 0 m • • • OOOOO • • ••• • • •••• Charles Rodriguez 10611 Northeast 11 Avenue Miami Shores, Florida 33138 0000•. • • • 00.00• • • • • • • •••.• 00000 0000• • • • • • • • • •• • • •••••• • ••. •• • • • •• ••••• •• • • • • • • 0000 CUSTOMER INFORMATION • FRONT • 8 . •• s • .. •••• • • .. 8• •• 8 • 8.s• .. • • •. .. sss. • • • s • • •••• • • •••• • • • s •• • • •• • • 8 •iss • • • • • • • 8 • • • • • • MASTER BEDROOM TYPE: Aluminum Impact Horizontal Window SIZE: 77" x 50 5/8" TYPE: Aluminum Impact Mullion SIZE: 1 "x2' "x78" NOA: 06- 0125.07 TYPE: Aluminum Impact Picture Window SIZE: 77 "x18Y." NOA: NOA: 07- 0815.09 08- 1112.10 SIDE (RIGHT) TYPE: Aluminum Impact Horizontal Window SIZE: SIZE: 501/2 "x50518" 501/2 "x17 %" NOA: NOA: 07- 0815.09 08- 1112.10 TYPE: Aluminum Impact Mutlion SIZE: 1 "x24 "x52" NOA: 06- 0125.07 TYPE: Aluminum Impact Picture Window TYPE: Aluminum Impact Horizontal Window SIZE: 77" x 52 %a" NOA: 07- 0815.09 • • • • • • • • •• •• • • •••• • • •• •• • • • • • • • • • • •• • • •••• • • •••• • • • • • •• •• • • • •••• • • • • • ••• • • •••• • •• • • • •••• • • • • • • • • • • • • • • • TYPE: Aluminum Impact Horizontal Window SIZE: 50h "x52IS" NOA: 07 -0815.09 SIZE: NOA: BACK TYPE: Aluminum Impact Horizontal Window 26" x 36" 07- 0815.09 TYPE: Aluminum Impact• •: • • Horizontal Windoly• • • • • SIZE: •••• 50% "x51 %" ••••.• • • •• •• NOA: •••.•. 07 -0815.09 • • • • • • • • • • •• • •••• • •••• • • ••• •• •• • • • • •••• • •••• • •••• • • •••• • •• • • • •••••• • • • •••... • • • • ••••• • • ••••• OOOOOO • • • OOOOOO • • •••••• • • TYPE: Aluminum Impact Horizontal Window SIZE: 50 1" X 51 3/4" NOA: 07 -0815.09 SIDE (LEFT) • • • • • • •• •• • • • • • • • • • • •• • • • • • •••• • • •••• • •••• • • •••• • •• • • • • • • • • • • • • • • • • • A 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 77" x 50 5/8" No No Yes A 1FL Picture Window 08- 1112.10 80.00 80.00 54.69 59.25 77" x 18 1/4" No Yes (see next line) Yes A 1FL Mullion 06- 0125.07 108.00 129.00 54.69 59.25 1" x 4" x 78" No - Yes B 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 50 1/2" x 50 5/8" No No Yes B 1FL Picture Window 08- 1112.10 80.00 80.00 54.69 59.25 50 1/2" x 17 3/4" No Yes (see next line) Yes B 1FL Mullion 06- 0125.07 108.00 129.00 54.69 59.25 1" x 4" x 52" No - Yes C 1FL Horizontal Slider 07 -0815.09 75.00 75.00 54.69 72.93 77" x 52 1/2" No No Yes D 1 FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 50 1/2" x 52 1/2" No No Yes E 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 26" x 36" No No Yes F 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 50 1/2" x 51 3/4" No No Yes G 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 50 1/2" x 51 3/4" No No Yes • • • • • - • fl..• ••.•-• • •• • • • • - . .. •. - -••e• to sotto • • ` • •••••• • •••••• •floe • • • • • • • ••••• •• •• •fl•• •••.•• • • • 0 • • •e•• . • • • • • _• •... . Miami Shores Building Department Product Approval Schedule / Comparison Chart Description of Window or Product Acceptance Product Approval Design Pressure (+) PSF ( -) PSF Opening ID Door or mullion Number Address: 10611 Northeast 11 Avenue Opening Design Pressure ( +) PSF ( -) PSF Rough Opening Size Shutter Required Yes / No Permit No. Mullion Required Yes /No Impact Yes / No • • • . • • • •••.. • MIAMI•DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • ••• • • '• •• • • • • • • , •. ',' • • • • • • • ••• • • • • • • • • • • •• • • • • ••• ••• ••• • • 00 • • • • • • • VIDE 4O1:NT METRO -DADE FLAGLItt BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • " ' • MA O FLORMA 33130 -1563 ' • • • • 005.315-290 • FAX (305.) 372 -6339 • • ' • :w ne.po, �i u code 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 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 "HR -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 04/15/207, 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 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 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 - - ••• • ••• A. DRAWINGS • •' :: • • • • 1. Manufacturer's die drawings and sections. . • . . . . • 2. Drawing No.4127 -10, titled "Alum. Horizontal 12o11eY Window, inpaet' a 46eets 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- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 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 L Manuel Per Ajg Product Control E •.6i NOA No 07 -1 ; .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 .• •• '•' •'• •• •• ••• ••• • • • •• • • • • ••• • ' • . • • • • • • • • • ••• • • • • ••• • ••• • • • •j ••• • • • • NOTICE OF ACCEPTANCE: E F cE 0U$11$I '.; C. CALCULATIONS • • • • • • • • • • • • • • • • • 1. Anchor Calculations and structural analysis, com Z004, prepared by PGT Engineering, dated 10/26/06, signed and settled b?Robert U Clerk, P'E. Complies with ASTM E1300 -98 and 02 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 Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06 - 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLAN 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 D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND ( MAXIMUM PVB INTERLAYER. F. 7118" 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, 5/1 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB I H. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/1 OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTAC I.13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16 WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTER 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16 °ANNEALED (MIN.) GLASS, 3/16 OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUT 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS A7. 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 L HURRICANE ZONE (HVHZ). n Ra° ey F.K. navadey F.K. - keyed By F.K Dele: 4/15/07 Dale: 10/17/06 ». u 5/13/06 liavisionm fievistam B Revisions: Dram Br Dale' Chanted BY Date: A F.K. 2/2B/06 J.J. 3/23/06 ADD FTL -5330 TO NOTES 78 CHG. NOTE 8 TO CURRENT EDIT. CHANGE TO ASTM E 1300-02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 8 NOTE 8. GED AND INTEGRAL FIN WINDOW 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 GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE WITH TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. " OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A NTERLAYER. OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE ITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. OR 3/8° AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS PVB INTERLAYER. OR 114° AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN RLAYER. ° OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE ACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16° LAMI 10: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16° OR 1/4° 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. 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. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. • QUIREMENTS OF THE FLORIDA BUILDING CODE, CL kKirgli iP14.11.401,I1P NG THE HIGH VELOGIIY 1070 TE(J4NOLOGV DRIVE NOKOMIS. FL 34275 P.O. 99* 1529 NORr) "S, FL 34274 P __LF GENERAL I17C9T`ES ° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT code Re Rn- HR710 4127 -10 C Visibly Better east Scala NTS S 1 0 1 • • •• ••• • ••• • • • •••• • • • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 •••• • • • ••• • • • • • • • • P1vidtb •ad complying wit the Florida • • EthG:ar„Cado • •Aa..:pient112 • Fawratit.ti MTh • • • • • • • . • • • •••• Robert L Clara, F.E. PE #39712 Structural •••••• •• • • •• • ••••• • Rend Br De* F.K. 4/15/07 Row r. Da>v F.K. 10/17/06 RenJBY. Date F.K. 5/13/08 Draw,, 81 Date F.K. 2128/06 L + 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/18" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 5/16° LAMI Revinnru: C Revisals. 8 Rev°Imn A Creckad ay J.J. 1/2° NOM. GLASS BITE A L (60,61,6 - +-- 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 ADD AIR SPACE DIM. TO LAM! IG DETAILS 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 30X 1529 NOKOMIS. FL 34274 63,64,65 1r 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 Pc1 Visibly Better 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 WI 7/16" LAMI GLAZING DETAILS 1, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT bwestoodet HR710 1/2° NOM. GLASS BITE Sale Full 2 m 11 2 Dzsag 4127 -10 a EXTERIOR INTERIOR r4), (ALL SECTIONS) • • •• •BY • • •• •• C • •••••• • • • • _ • • • • •• • • • • •••• •••••• • • • • • • PRODUCTS.4V%% • c°n1 in with the Florida • • • • • ip Pi F lil:i:d:al C. • • • • • Ace e °pxe• d 0� �.r ••• •ExpiratieI ' / • • • a •••• • •••• • • •••• • •• • • • L. Clark. P.E. PE 439712 Structural • 00000 ••••• • • ••••• • •••• • • • • • TABLE 1. XOX (114,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 518" 54" 60" - 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H' +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J, K, L +75.0 -75.0 TABLE 2. XOX (1/3,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G, H, I +60.0 - -80.0 TO 86 7/16" D,E,F, J, K, L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26 36/ 38 3/8" 48" 518" 54" 60" 63" 60" A,B,G,H +75.0 - 75.0 +7P 5.0 +75.0 - 75.0 +75.0 - 75.0 + . .0 ` +75.0 - 75.0 +75.0 - 75.0 +75.0 - 75.0 •••• 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 • -7112 , ". •••• • • • • 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -61.g. •• •' • • • • • 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63,8 •• • - 61.8. i •.�' = -.:* - 1 1S •' •' with th Fl i da or UP TO 74 u C,D,E,F, L F +75A e 1:t -_ ... ; • -7G.b . • i i • A .c:,S;;G•}C -p61a . • ... r ••e. ,,,.,. GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 . ': >3 , ./4 .,/ ■ • •. y A 5/16" LAMI - (1/8" A, .090,1/8" A) G. 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 "A) • • • •. " "' • • " ' ' • "A, "A, "HS) • - i B. 5/16" LAMI - (1/8" A, .090,1/8" 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) H. 13/16" LAMI IG -118" OR 3/16 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 .090,1 /8 •••• • • • • L 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 IG -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) MAW . 4/15/07 C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300 -02 DPs 070TECMOLOOYDRNE NOKOMIS. FL 34275 a.o. 9Dx 1529 NOxana!s FL 34274 SIGN PRESSURES Z ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark. ark, P.E. RersarBy K. F.K. Dew: 10/17/06 R"vL ". B REVISE DP TABLES TO ASTM E 100 02 Revudsr. F.K. Dew. 5/13/06 Rer wre• A ADO AIR SPACE DIMENSION GLASS TYPES G THRU L. Visibly Barter HR710 NTS 3 -r 11 0.0.N. PE #39712 D By F.K. raw 2!28/06 Ch.keaBY J.J. Dew 3/23/06 4127 -10 C Structural _ 00 0110 man ^. DLO FIXED _ DLO VENT C i f fi , ALL 62" I.F. FRAME ALL CONFIG. L_Q N II / / X I', A 56" MAX DLO VENTS FLAN FRAM AL CON MAX. C 73" MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME Rand fly F.K. Rawl fir F.K. F.X. Dmw°Sq. F.K. DL 1 Fl Dais: 4/15/07 Data: 10/17/06 5 Max 7126/06 lvIAX. DLO VENT C Kerldersa. 6 A r:nedm ay. J.J. 111" MAX. WIDTH FLANGE FRAME NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3123/06 54 5116 MAX. DLO FIXED 0 DETAIL B - XOX (1/4- 112 -1/4) DETAIL A -OX OR X0 114° MAX.INIDTH I.F. FRAME ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. // / 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 90X 1529 NOKOMIS, FL 34274 GE L CONE A 273/8" MAX. DLO VENT 273/8° MAX. DLO I FIXED 4 I 86 7/16° MAX. WIDTH FLANGE FRAME SEALANT OR GASKET AT HEAD AND SILL 85 7/16° MAX. WIDTH I.F. FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D-D [� (FRAME CORNER CONSTRUCTION) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • • • • • • • • • 1 • •• • • • • • I.F. FRAME •••••• • • : vri a Fl • • • • • • Q • ••••• v. ::c '::ce •• •••• •••••• Mu •• •• • Div ••••.• FLANGE FRAME • • •• • • • • • ® D D •••• • E.- , ath1 11 - ,1":111 r»a • •••• • • •••• • •••• • •• •. alert L. Clark, P.E. PE #39712 Structural ••• 1 • •• • •••••• • • • • 4 • •••• • MAX. HEIGHT FLANGE FRAME Rem OSy: Aye: F.K 4115/17 Raysdov. F.K. Rona fix F.K. bravo's:, F.K. SECTION C-C (VERTICAL SECTION, FLANGE FRAME) bow 10/17/06 5/13/06 2 RavOloos C Roy:Scow 8 A Gecana Br J.J. [ lit,....* 111 g ----- I frit I let II 1 C t�I � k -- — MAX. FIXED DLO -. MAX. VENT DLO � - MAX WIDTH 0.F. FRAME) ( EXTERIOR SECTION A A ( (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL F11y,FRAME) 111 iiii E !rt 0 sI I INTERIOR INTERIOR ADD INTEGRAL. FIN FRAME, ITEMS 41, 42A14D 43 AND VIEWS. NO CHANGE TWO SHEET NO CHANGE TH18 SHEET 3123106 INTERIOR EXTERIOR EXTERIOR INTERIOR SILL (VERTICAL SECTION, I.F. FRAME) Q 1070 TECHNOLOGY DRIVE NOKOMIS, FL 39275 P.D. BOX 1529 NOXQMIS. 51.34274 �GZ Visibly Better — MAX. FIXED DLO —+•� MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE ® ME) EXTERIOR INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME)Q SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT iiR710 amr Half I 5 d r 1 OnwMy W 4127-10 •••• • • • • • • • • • • • • • ••• I•. • • • • PRODUCT Wilt) • • • • • •as corlp!'s:R6 WWI the Florida • • • • F:- i•'!:' :::ode . P.xcm.Y„h %No ••i • s4110a0 •••■ •• a l • 1Hai • • • • • • • • • • •• iv C ••• • • Co • •-• • • • • • • • • • • • • • • • • • • ITEM DWG# REV DESCRIPTION 1 4102 A FLANGE FRAME HEAD 3 4 4053 6 4136 7 4137 8 4131 10 71298 12 1626 13 4002 14 4134 15 1155 16 4110 17 4054 19 4066 21 4105 22 1683 23 225-1 24 226 29 4128 32 4006 33 1235 35 1096 36 1016 37 4126 38 1683 39 7070 40 41 4139 42 4140 43 4141 50 51 1224 52 1225 53 4039 54 4044 55 4222 56 985 59 4067 60 GLASS 61 " 62 63 64 65 ae,aaer Oster F.K. 4115/07 Owed Bg. F.IC 10117/06 Rend Dar F.K. 5113106 Draw (Jr am: F.K. 2128/08 4025 SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASE -1 STOP FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD A FLANGEFRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS G SCREEN ADAPTOR B FIXED MEETINGRAIL 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 D SASH MEETING RAIL WSTP.,.I70 X 270 BACK, FIN SEAL SWEEP LATCH #8X.625 PH. FLSMS SASH SIDE RAIL W STP.,.250 X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CAP I.F. FRAME HEAD LF. FRAME SILL LF. FRAME JAMB GAZING SILICONE, IOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEAD BULB (THIN) B GLAZING BEAD -5/16" B GLAZING BEAD - 5/16" W /GRILL KIT A GLAZING BEAD - 7/16" C GLAZING BEAD - 7/16" W /GRILL KIT GLAZING BEAD 13/16" 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) 5116" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1 /8" HS, .090 PVB, 1/8" HS) 7/16" IAM1(3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7116" LAMI (3/16" HS, .090 PVB, 3/16" HS) C ADD ITEMS 41, 42 & 43 Revlmau• B NO CHANGE THIS SHEET Revivals: A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. G,earae ow, J.J. 3!23/06 MAIL PGT# 6063-T6 AL 612237 6063 -T5 AL 612244 6063 -T5 AL 7834AA 6063 -T6 AL 64136 6063 -T6AL 64137 6063 -T6 AL 64131 POLYPROP. 71298 7PAD1626 6063 -T6 AL 612225 POLYPROP. DIE-CAST 6063-T5 AL 74134W/K 78IPQA 6063 -T5 AL 64110G 6063117 -T6 AL 64054A 640660 6063 -T5 AL 612240 61683G 42112HD BRASS 713RWHL2 44128N 6063HS -T6 AL 64006 67S16G 71096 7858 6063-T5 AL 64126 616830 67070K 74078 "C" L OR R 6063 -T6 AL 64139 6063 -T6 AL 64140 6063 -T6 AL 64141 6TP247W,K 6TP248K 6063 -T5 AL 64039B 6063 -T5 AL 644703 6063 -T5 AL 64222 6985 6063 -T5 AL 64067 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.U. BOX 1528 NOKOMIS, FL 34274 A Trkm 1 66 GLASS 74 76 m 91 0 93 95 Visibly Better VI 10 4 1635 13/16" LAM110-1/8" A 3/8" AIR SPA 13/16" LAMI 1G- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB,1 /8 "HS) 13/16" LAME IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE 5 16" LAMI (1 /8 "A, .090 PVB 8 "A) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI 1 /8 "A, .090 PVB, 1/8"HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "HS, .090 PVB, 1/8"HS) 13/16" LAMI LG- 1 /8 "A, 114" AIRSPACE, 7/16" LAMI (3/16 "A .090PVB, 3/16 "A 13/16" LAMI IGI /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 13/16" LAME IG•1 /8 "A, 114" AIRSPACE, 7/16" LAME 3 /16 " HS, .090PVB, 3/16 "HS 75 • 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAME SCREEN FRAME OR & VER. SCREEN CORNER KEY W /RINGS POLYPROP. SCREEN CORNER KEY W /OUT RINGS POLYPROP. SCREEN SPRING 3 /16 "A, .090 PVB, 3/16 "A 13/16" LAMI 1G- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 31051114 AL ST.ST. • • • . • • • • YROATAySED • sscomp;1ms vnth ills Florid! ••••• Building Co* • • a O —p • By . %/hr iari. l£3f -�l - • • • • • • •••• - -- •. ••• •••• • 94 1624 SCREEN SPLINE- .135 DIA. FOAM 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI SCREEN SPLINE- .135 DIA. HARD �-+ — 1.988 0 1.F. FRAME JAMB A #4141,6063 -T6 PARTS LIST sviesAlodo HR710 1 2.784 1 DESCRIPTION SCREEN 2.62 CI IF. FRAME HEAD #4139, 6063-T6 NTS 6 d 11 2.710 4 .F. FRAME SILL #4140,6063 -T6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 4127-10 • • •• *•• • • • Raw C MAIL EM PVC EM PVC CLOTH •• •• s• .• 3.182• • ••• • • • PGI'# 5/16" LAMI I /8 "A, .090 PVB, 1/8"A • • • • • • naiad Dr F.K (terser* F.K. Oman "r. F.K 1. .062 u 2.710 O FLANGE FRAME HEAD #4102A, 6063 -T6 --- �-{I-� --062 .490 k 1.451 - CD SASH STOP #4025,6063:15 .062 1.348 -� 0 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .678 1.096 f -1 0 GLAZING BEAD, 5116" #4044B, 6063-T5 (USED W/ GRILL KIT) .050 Read By Dade: F.K. 4/15/07 Data 10/17/06 5/13/06 2/28/06 Rerlstorm 9 A Clawtea J.J. 2 2.710 FLANGE FRAME SILL �� .=JJ #4136, 6063 -T6 1.461 0 HORIZ. ROLLER TRACK #4131. 6063-T6 7 - 1.081 1-"— 0 SASH MTG. RAIL #40081), 60631-1S -T6 .678 1.096 1 - i 55 GLAZING BEAD 7/16" #4222A, 6063 -T5 Re Ga a NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/06 , .061 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS. FL 34274 .050 1.115 J FRAME SILL ADAPTER !14137 6063 - 17 FIXED MEETING RAIL #4054B, 6063HD -T6 .291-1 SASH SIDE RAIL #4126, 6063-T5 0 GLAZING BEAD, 7/16" #9850,6063 - 75#9850,6063 T5 (USED WI GRILL KIT) EXTRUSIONS Tar .678 678 1.096 1 1 f • 53 GLAZING BEAD, 5116.•. #40398, 6063 -T5 • • • i .683 .050 • ••• ••• •••• • •• • •••• " 1 1.097: • GLAZING BEAD, 13/46" #4067, 6063 -T5 • • • • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Sags, big Na Half , 7 a 11 4127 -10 C SegoeMaleg HR7ro 1-+ -2.784 • .062 0 SASH STOP COVER #4053, 6063 -T5 1 T L- 0 FLANGE FRAME JAMB #4002A, 6063 -T6 •••• • • • • • • • '• rraofluci't vl5l!3 • •••• • • es comply ins vvth the Fb,ida • Building, Coda • Ace3 No ▪ • • • • • P7 •••• • ••• • • • • ••• •••• • • •••• • • • • •• Robert L. Clark, P E. PE 530712 Structural • eeeee • •• • • • • • • • • • • • • ANCHOR QUANTITIES, XOX (114 -112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1t4° 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. 7116° LAMI - (1/8" ,.09 A,.090, 11 A) D. 7116° LAMI - (3116° 0,.090, 3116" 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 1G - 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 10 - 1/8" OR 3(16" A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090, 1/8° HS) 1. 13/16" LAMI 10 -1(8° OR 3/16" A, 5116" OR 3(8" SPACE, 5116" LAMI - (118" HS,.090, 1/6" HS) J. 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" 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 1G - 1/8" OR 3/16" A. 3/18" OR 1/4° SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221(2 MAX O.C. TABLE KEY: X 0 X ANCHOR TYPES & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES 0,E,F,J,K,L 2,3, WOOD 2. INC 1, )NC 2,3 WOOD 2 )NC 1, )NC ZONES ZONE ZO S is ES WINDOW SIZE W Y H HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAL & SILL 53.125x 38.375 48.000 50.625 54.000 60.000 63000 1+C2+1+02+1 i +C2+ C2 +1 1+02+1+C2+1 1 +C2+ C2 +1 1 +C2+ C2 +1 1 +C2+ C2 +1I 1 +C2+ 02 +1 1+02+1+C2+1 1 +C2+ C2 +1 1+02+1+C2+1 1 +C2+ C2 +1 1+C2+ 1+C2+11 1 +C2+ 02+1 1 +C2+ 02 +1 1+02+4+c2+ 1 1 +C2+ C2 +1 1 +C2+ 02 +1 1 +C2+ 4+c2+ 11 1 +02+ 02+1 1 +C2+ C2 +1 1 +C2+ C2 +1 1+02+1+C2+1 1+C2+1+02+1 1 +021 C2 +1 1 +C2+ ;2+1 1 +C2+ C2 +1 1 +02+ C2+1 1 +C2+ C2 +1 1 +C2+ C2 +1 1 C i C2 +1 1 +C2+ 02+1 1 +C2+ C2 +1 1 +C2+ C2 +1 1+02+1+C2+1 1 +C2+ C2 +1 1 +C3+ C3 +1 1+02+1+C2+ 1 1 +02+ C2+1 1 +C2+ C2 +1 1 +C2+ C2 +1 1 +02+ C2 +1 1 +C2+ 02 +1 1 +C2+ r2 +1 1 +02+ C2 +1 1 +C2+ C2 +1 1 +02+ C2 +1 1+02+ C2 +1 1 +C2+ C2 +1 1 +02+ C2 +1 1 +C2+ C2 +1 1 +02+ C2 +1 1 +02+ C2 +1 1+02+ C2 +1 1 +C2+ C2 +1 1+02+1+C2+1 1 +C2+ C2 +1 1 +02+ C2 +1 1 +C2+ C2 +1 1 +02+ C2 +1 i +C2+ C2 +1 1 +C2 +1 +C2 +1 1 +02+1+02 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C3 +2+03+1 1 +C2 +1 +02 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +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 +02 +2 +02+1 2 1 +02 +1 +02+1 2 1 +C2+2+C2 +1 2 1 +02 +2+02 +1 2 1 +C2 +2+C2 +1 2 1 +02 +2 +02 +1 2 11 +C3+4+03+1 3 1--•—ANCHOR QUANTITY PER JAMB 1 +C2 +2+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2+02 +1 3 HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2+02 +1 3 1+02+2+C2+1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +03+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. 0.0. ANCHOR SPACING) 1 +C2+2+C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +2+02 +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 +02 +1+02 +1 3 1 +03+2+03 +1 3 1 +03+2 +03 +1 3 1 +C2 +2+C2 +1 3 1+C3 +2 +C3 +1 3 +02 2 + 1+02+2+C2+1 2 1 +C2 +2 +C2 +1 2 1+02 +2+02 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +02 +3+02 +1 2 1 +02+2+02 +1 3 1 +02+2+02 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2+02 +1 3 1 +02+2 +C2 +1 3 1 +C3 +3+C3+1 3 1 +02 +2 +02+1 3 1+02 +2 +02+1 3 1 +02 +2 +02 +1 3 1+02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +C3 +3+C3+1 3 1 +C2 +2 +C2 +1 1 +02 +2 +02 +1 3 3 1 +C2 +2 +02 +1 1 +02 +2 +C2 +1 3 3 1 +C2 +2 +02 +1 1 +C3 +2 +C3 +1 3 3 1 +C2 +2+02 +1 1 +C3+2+C3 +1 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +02 +1 3 3 1 +04+3 +C4 +1 1 +04 +3 +C4 +1 3 3 1 25 3/4" max. — ►��+ -3 ° MIN. • • "e• • • • • • • •••• •• ••I • • • • • • • • •• •• • PROS MCI' S. ISECI ••••• • d t-:. t-:. i_ .,-,1=, Ail the Florida • tip■y :Ai .c =>•" _ � •••• • • A .F:� = + � - = Q pL Onto end (• • • • ' • By i ! ' y ••• r' ','' •••• • ■ • • 4 • • • •••• • • •. • • • 9" REF. 1 111 x --► I I 1 1 141 O '�_ 1 — 1 • 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +C3 +2 +03+1 3 1 +03+2 +03+1 3 1 +C2+2 +C2 +1 3 1 +04 +3+04 +1 3 X •• 106.375 x 38.375 48.000 50.626 54.000 60.000 63.000 1 +02 +2 +02+1 1 +C2+3+C2 +1 2 3 1 +C2+2 +C2 +1 1 +C2 +2 +C2 +1 2 3 1 +C2 +3 +C2 +1 1 +03+3 +C3 +1 2 3 1 +G2 +3 +C2+1 1 +C3 +3+C3 +1 2 3 1 +C2 +3 +C2 +1 1 +C2 +3+C2 +1 2 3 1 +C2 +4 +02 +1 1 +03 +4 +03 +1 2 3 MTG. RAIL, EXAMPLE �.. •••••• TYP.— ,../."'.. •••••• •• WI QTY. OF (3) ANCHORS•.. 1 +C2 +3+02 +1 3 1 +C2 +2+02 +1 3 1 +C3 +3 +03+1 3 1 +03+3+03 +1 3 1 +03 +3 +03+1 3 1 +C3 +4 +C3 +1 3 CLUSTER 1 +03+ +03+1 3 1 +02+2+02 +1 3 1 +03+3+03 +1 3 1 +p +3+p +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 ( SHOWN IN TABLE KEY ABOVE) • e• e•• • •••• MAX •••••• • • 1 +03+3+03+1 3 1 +C2 +2 +C2 +1 3 1 +04 +3+04 +1 3 1 +04 +3 +04 +1 4 1 +03+3 +03 +1 3 1 +04 +4+04 +1 3 1 +03+3+03 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+04 +1 3 1 +04 +3+04 +1 4 1+04 +3 +04+1 3 1 +05+4 +05+1 3 l 25 3/4" 111.000x 38.375 48.000 50.625 54.000 60.000 63. 000 1 +C2 + "'• 02 +1 2 1 +02 +2• C2 +1 2 1 +C2 +3• C2+1 2 1 +C2 +°' +1 3 1 +C2 + " ;2 +1 2 1 +C2 +• +1 2 9" REF. I '-3" MIN. P • 1+62+3+C2+1 3 1+02+2+02+1 3 1 +03+ C3+1 3 1 +C3+ C3 +1 3 1+02+3+C2+1 3 1+03+4+C3+1 3 x - 1--1 - 4----1 - 1 I O _"� - ' ,._._.`�_ t — I X — -'�/ • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • •••• A o Robert L. Clark, P.E. PE #"'x9712 Structural 1 +024 02 +1 3 1+02+2+02+1 3 1 +p+ C3+1 3 1 +C3+ C3 +1 3 1 +C3+ 03 +1 3 1 +03+ C3 +1 3 1+63+3+C3+1 1 +02+ _ C2 +1 1+03+3+C3+1 1 +C3+ 03+1 1 + J3 +1 1+04+4+C4+1 �- MTG. RAIL TYP. 1 +03+3 +C3 +1 1 +C2 +2 +C2 +1 1 +C4 +3 +C4 +1 1 +04+3 +04+1 1 +C3 +3+03 +1 1 +C4 +4 +04 +1 1 +C3 +3+03 +1 1 +C2 +2 +02 +1 TABLE 4. SELECT VALUES 1 +C4 +3+04 +1 DUE TO AP4CHOR 1+04 +3 +04 +1 CAP. ADJ 1 +C4 +3+04 +1 1 +05 +4 +05 + EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS UPDATE ANCHORAGE SPACING, XOX 7R� ALUM HORIZONTAL ROLLER WINDOW IMPACT D 10/17/06 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 1070 DRIVE 34275 N0)(CM} OKOMIS, FL FL 34275 P.O. BOX 1629 NOKOMIS. FL 34274 r _ .. _. 5/13/06 ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Betrer add HR710 NTS 8 a 11 4127 -10 C 2128106 ANCHOR QUANTITIES XOX 1/3- 113 -113 WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16' LAMI - (1/8" A,.090, 1/8° A) B. 5/18" LAMI - (118" A,.090,1/8" HS) C. 5/16" LAMI - (118" HS,.090, 1/8" HS) 0.7/16" 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 - (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" HS) I. 13/16" LAMI 10 -1/8° OR 3/16 A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8° HS,.090, 1/8" HS) J. 13/16" LAMI 10 - 1/8° OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16" A,.080. 3/16° A) K. 13/16" LAMI 10 -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) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4° MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2° MAX. O.C. TABLE KEY; X 0 X ANCHOR TYPE L/, SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, 1 2,: WOOD 2 CONC 1, CONC 2,3WOOD 2 ONC 1 ONC ZONES ZONES ZONES ZONES dES dEg WINDOW SIZE W v H HEAD & SILL JAMBSI HEAD & SILL JAMBS I HEAD & SILL sewer I HEAD & SILL sewrrI HEAD & SILL I JAMBS HEAD & SILL SewerI 48.000x 38.375 48.000 50.625 54.000 60.000 83.000 1+C2 02 +1 1+02+1+C2+1 1+C2+1+02+1 1+0+1+02+1 1+02+1+02+1 1+02+1+C2+1 1+02+1+C2+1 1 +C2 •C2 +1 1+02+1+02+1 1+02+1+C2+1 1+02+1+C2+1 1+0+1+0 1+02 '02+1 1+0+1+02+1 1 +C2• •C2 +1 1+C2+1+02+1 1 +C2 'C2 +1 1+02+1+C2+ 1 1+02+1+C2+1 1 +C2 C2 +1 1+02+1+C2+1 1 +C2• C2 +1 1+02+1+C2+1 1+02+1+C2+1 1 +C2• •C2 +1 1+02+1+C2+1 1+02+1+0+1 1+02+1+C2+1 1+02+1+C2+1 1+0+1+C2+1 1+0+1+C2+1 1 +C2 •C2 +1 1+0+1+02+1 1+02• 'C2 +1 1+02+1+C2+1 1+03+1+C3+1 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2• •C2 +1 1+02+1+0+1 1+C2+1+0+1 1+02+1+C2+1 1+02+1+C2+1 1+02+1+C2+1 1 +C2• •C2 +1 1 +C2 •C2 +1 1+0+1+0+1 1+02+1+0+1 1+62+1+C2+1 1+0+1+C2+1 1+0+1+02+1 1 +C2 -C2 +1 1 +C2• •C2 +1 1+02+1+0+1 1" 1 1 +C2 r02 +1 U 1+0+1+02+1 I1 1+C2+1+0+1 1 +C2 C2 +1 1 +C2• 02 +1 1 +C2 C2 +1 1+02+1+C2+1 1+02 C2 +1 14 1 +C2 C2 +1 1+02+1+62+1 1+C2+1+62+1 1+C2+1+02+1 1+63+1+C3+1 1+02 •C2 +1 1+C2+1+0+1 1 +C2 •C2 +1 1+02+1+02+1 1+02+1+C2+1 1+0+1+C3+1 60.000x 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 83.000 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 1+02 +1 +C2 +1 1 +02+1 +C2 +1 1 +C2 +1 +02+1 1 +62 +1 +02 +1 1 +C2 +1 +C2 +1 1+02 +1+02 +1 1 +C2 +1 +02+1 1 +C2+1 +C2 +1 1 +C2 +1+02 +1 s 1 +02+1+02 +1 a 1+02 +1 +C2 +1 . 1 +02 +1+02 +1 . 1 +02 +1 +02 +1 . 1 +02 +1 +C2+1 .. I1 +C3 +1 +C3 +11 3 1•'- ANCHOR QUANTITY PER JAMB 1+02 +1 +C2 +1 3 1 +62+1 +62+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +C3+1 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 1+02 +1 +C2 +1 3 1 +03+1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1+02 +1 +C2 +1 1 +C2 +1 +02 +1 3 2 1+62 +1 +C2 +1 1 +02 +1+02+1 3 2 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 3 2 1 +03+1 +03+1 1 +02 +1 +C2 +1 3 2 1 +02 +1 +C2 +1 1+02 +1 +02 +1 3 2 1 +C3 +1 +03+1 1 +02 +1 +02 +1 3 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 +0 2 +1 3 1 +C2+1 +C2 +1 3 1+02 +1 +C2 +1 3 1+02 +1+02 +1 3 1+02+1+02+1 2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +0+1 +02 +1 3 1 +0„3 +1 +03+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C 2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +03+1 +03.1 3 1 +C2 +1 +(2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +0+1 +02 +1 3 1 +03 +1 +03+1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +0;3 +1 +0+1 3 1 +03 +1 +03 +1 3 1 +0+1 +02+1 3 1 +03 +1 +03+1 3 74.E x 38.375 48.000 50.625 54.000 60.080 63.000 1 +02+1 +02 +1 2 1 +C2 +1+02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1+02 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 (• 25 3/4" MAX. . I I - -1 �-3" . 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +0x +1 3 1 +C2 +1 +C2 +1 3 1+03+1 +C3 +1 3 •MIN ••••• • • • • • •••• ••• • • •• • •• • • P GJU� iii'ITJ ••• as oven lqg wryjfl tire, Florida • Bull/i4 Cato • • Accccp Nod O IS:eT 1 +02 +1 +02 +1 3 1 +62+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +62 +1 +02 +1 3 1+03+1 +03 +1 3 9° 1 1 X 1 1 1 0 11 1 X • • •• 1 +G2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 + 03 +1 3 1+02+1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +03+1 +03 +1 3 1 +C3 +1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03 +1 3 MTG. RAIL, TYP.- -�► ••• ••• • • OF (3) ANCHOR§ •• ABOVE) • • • • • • •• •••• • • •• 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03 +1 3 84.0(0x 38.375 48.000 50.625 54.000 60.000 63.000 1 1+0+1+C2+1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 EXAMPLE CLUSTER WI QTY. (SHOWN IN TABLE KEY °MAX. 1 +02 +1 +02 +1 3 1 +62 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +62 +1 3 1 +03+1 +C3 +1 3 Ex. Ural !,IlF '' F4I ' oft / • • • • I •• B Li, _ .._ , . ' � _ /.' • • • Y ., ,• llmk i ••• ► p •••• ion I•••• • • • • • ••• 1+02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +63 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +03+1 +C3 +1 3 1 +C3 +1 +03+1 3 I-• - I 25314 - 11/2 "TYP. I+-3 "MIN. 1+C3 1'C3+1 3 1 +02' "-C2 +1 3 1+C3'''•C3+1 ©1 +C3•' " +1 4 1 +C3 -C3 +1 3 1 +C4"- "'•C4 +1 4 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+1+C2+1 2 1+C2+1402+1 2 1+02+1+C2+1 2 1+0+1+C2+1 3 1+C2+1+02+1 2 1+02+1+C2+1 2 • • •••• • •••• • • • • • • •••• • • • 9r ./.~' Robed L Clark P.E. PE #38712 Structural r -1 -- 1 9 " REF. x O X • • • • • 1 +C2 rC2 +1 3 1 +C2 FC2 +1 3 1 +C2 C2 +1 3 1 +C2 C2 +1 3 1 +C2 r02 +1 3 1 +C3 C3 +1 3 1 +C2 C2 +1 1+02+1+C2+1 1 +02 C2 +1 1 +C2 C2 +1 1 +C2 rC2 +1 1+03+1+C3+1 - _ 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C3 +1 +C3+1 1 +C3 +1 +C3 +1 1 +02 +1 +0+1 1 +C3 +1 +C3 +1 OF (4) ANCHORS +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3+1 +C3 +1 1 +03 +1 +C3 +1 1 +C4 +1 +C4 +1 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ Q. +C3 +1 +03 +1 1 +02 +1 +C2 +1 1 +C3 +1 +03+1 1+03 +1 +C3 +1 1 +C3 +1 +C3 +1 1 +C4 +1 +C4 +1 Oak. 4 UPDATE TASLE5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 1070 TECHNOLOGY DRIVE Nokomis, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 &salaam ANCHORAGE SPACING XOX 1/3-1/3-1/3 1011m36 036 42 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 5/13/0S ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better HR710 tree NTS 9 a 11 emenena. 4127-10 R "" C Dale. 2/28/06 oxe. 3/23/06 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 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 Rmsd By. F.K. Rend By F.K. Rend By: F.K. Drawn By F.K. 4/15107 Due: 1[/17106 Dale: 5/13/06 GLASS TYPES A,B,G,H 2,3, WOOD 2, CONC 1, CONC ZONES J =65 1 +C2 +1 1 +C2+1 1 +02 +1 1+C2 +1 1+X2 +1 1 +C2 +1 1 +02 +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 +03 +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 +C2 +2 2 +X3+2 2 +C3 +2 2 +C3 +2 2 +C3 +2 &ow cla"ked 2/28!06 J.J. to 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 3 4 4 4 2+C3+2 4 Revue: Revisions: B Revue A new 1 3123!06 ZONES J In 2 65 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1+C2+1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +X3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C2 +2 2 +C2 +2 2 +C3 +2 1 +C3 +1 1 +C3 +1 (0 m Q 2 3 3 3 3 3 2 3 3 3 1 +C3 +1 1 +C2 +1 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 ZONES a _ es 1 +C2 +1 1+X2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +X3+1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +X3+1 1 +C3+1 1 +C3 +1 1 +03+1 1 +X3+1 1 +X3+1 1 +C4+1 2 +C2 +2 2 +03+2 2 +C3 +2 2 +C3 +2 2+C4+2 2 +03 +2 2 +C4 +2 2 +C3 +2 2 +C4 +2 2+04+2 3 2+X4 +2 m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 4 4 4 4 GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES J 2 06 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 +03 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +02 +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 2 +C3 +2 2+X2 +2 2 +C3 +2 2 +C3 +2 2 +X3+2 2 +C3 +2 3 1 +C2 +1 m J _ 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 2 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 2 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 4 1 +C2 +1 4 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 4 1 +C2 +1 4 1 +C3 +1 4 1 +03 +1 3 1 +02 +1 4 1 +C2 +1 4 1+X2 +1 4 1 +C2 +1 4 1 +C3+1 4 1 +C3 +1 3 2+02+2 4 2 +C2 +2 4 2 +C2 +2 4 2+C3 +2 5 2 +03 +2 5 2 +03+2 2+04+2 CHG.TABLE # TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. ZONES ZONES 2 1 +C2 +1 3 1 +X2+1 3 1 +X2+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 2 1 +02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03+1 3 1 +C3 +1 3 1 +C3 +1 2 1+X2 +1 3 1 +03+1 3 1 +X3+1 3 1 +C3 +1 3 1 +X3+1 3 1 +C4 +1 2 2 +C2 +2 3 2+X3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 2 +C3 +2 3 2 +C4 +2 3 2 +C4 +2 2 2 +C2 +2 3 2 +03 +2 m 2 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 3 2+X4 +2 2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 4 3 3 3 2 +04 +2 2 +C2+2 2 +C3 +2 2 +03 +2 4 3 3 3 4 4 4 3 4 2 +X4+2 2 +C2 +2 2 +03 +2 3 2 +C3 +2 3 2+04+2 3 2+04 +2 4 3 4 4 4 4 4 2+04+2 5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKC54IS, FL 34274 Visibly Setter NOTES: 1. ANCHOR TYPES: 1 - 114" 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, 118" A) B. 5/16" LAMI - (118' A,.090, 1/8" 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° LAM! IG - 1/8° OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16° LAMI !G -1 /8° OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16° LAMI 10 - 1/8" OR 3/16" A, 5(16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16' LAMI 10 - 1/8" OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI 10 -1/8' OR 3/16" A, 3/16" OR 1/4° SPACE, 7/16" LAMI L 13/16° LAMI IG - 1/8" OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16" LAMI 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & 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 r 12+C3+2 ! 3' -.--- ANCHOR QUANTITY PER JAMB 1 j ! 1 183/4° MAX � 1-.--3" MIN. HRT10 y NTS 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) • 9° REF. _._1 ., • •• ••• MTG. RAIL • • • EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS • • • (SHOWN IN TABLE KEY ABOVE) • • EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ••• • •• 1 •••. • • • • • • •• ANCHORAGE SPACING, OX AND XO WINDOWS Was ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 10 a 11 AxpbgNo 4127 -10 ,. Re C - (1/8" A,.090, 1/8" A) - (1/8" A,.090,1/8" HS) (1/8" HS,.090, 1/8° HS) (3/16" A,.090, 3/18" A) - (3/16 A,.090, 3/16" HS) - (3/16° HS,.090, 3/16' HS) • • • • • •••• • • • ••• • • • • PRODUCT 1tz14I5aa■ •• • 4 the Florida • Buil4in.Co_ •Aca:�.ta *Aervo. _ • Expiraleo : Pet f.0_,4,1 • .• gy .iii /P .. •••• • • •' r., i' 1, Y 11. ••6 D -'<,ott •••• •••• •• • • • • • Robert L. Clark P E. PE *39712 Structural ••• ••• • 5; . •• •• • •••• • ••• • • • •• • •. • •• •• • • • • MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1/4' MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 1 x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS MIN. 3.4 KSI CONCRETE Rama 8y- F.K. Road 8y F.K. Revmay: F.K. CONCRETE ANCHOR, NOTE 1 o,saa, •4 F.IC 1 14" MAX. --� SHIM We: 4/15/07 Date: 10/17/08 044 5/13/08 Darr 2/28/05 1 3/8" MIN. DETAIL C RBN•cm Rewsronz A method isr J.J. 13/4" MIN. E.D. TYP. 3/23105 NOTE 1 • 1/4" MAX. SHIM • 1 Q 2x WOOD BUCK, NOTE 3 1/4" MAX. SHIM -u-) CONCRETE ANCHOR, NOTE 1 • 1/4 MAX. SHIM WOOD ANCHOR, NOTE 2 TYPICAL FLANGE FRAME SILL SECTIONS ; 1 3/4" aEXTERIOR INTERIOR - -•• MIN. E.D (HEAD & SILL DETAILS A, B. C. D TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 1/4" MAX. SHIM 1 3/4° MIN. E.D. TYP. ® _ 2x WOOD BUC DETAIL D NOTE 3 Rewbns: REVISE NOTES 1 & 2 REGARDING T/6 FIT HD. & EMBEDMENT C ADD IF. FRAME CHG. NOTE 5 TO FBC, CURRENT E01770N" REVISE EDGE 01ST. , EMBEDMENT & SHT REFERENCES ADD NOTE 5. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO 1 3/8" Q TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 114' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT (1.5 KSI CMU) OR PER NOTE 1 Q (3.4 KSI CONCRETE) SEE NAMING 1 3/8" MIN. Q 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1528 NOKOMIS, FL 34274 A 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 412 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. lx 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 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. Visibly Better NR710 D DETAIL H (HEA NAILING .151 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. Half 11 d 11 DETAIL G (SJLL)a DETAIL I (JAMB) Q TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R.. C M. 4127 -10 • • • • • • • • • • •••• • • • • • • • •• • P , ..... •-• •••• • •Ac ,.x R c d o:31;11"L.:10717:12.61:::••••••4: , ••• .• cau caul y /_/'. ••: B • /L • •• r •• on • ••• • •• • • • • • • • SEENAI‘ING • •••• ••• • • • •• • • • •• • •••• • • • • Robert L. Clark P.E. PE #39712 Structural • •• • • • • •• • • • • • • MIAMMDiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 6 CPA i Q, an :'•'• • • • • • ■ •.• • • • • ••• •. • • • • • • • . • • • • • • •• • M • 411,DA • CANTY, FLQRQYJ • • •MBT�QaDAIF FL:4t 1it11T,,DE�a 14o WEST %LAGLLIr811dB , sera l# MIAMI, FLORIDA 33130 -1563 • (.300) 375 2901 FAX (305) 375 -2908 • • .DuSig s°d' ob ittom • • •• • • ' • • •• • • •0. ••• NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, 1N L 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 1"X Heavy Wall Aluminum Tube Clipped Mullion L M.I. 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 NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews 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. Gascon, P.E. NOA No 06-0125.07 Expiration Data June 24 2011 Approval Date: July 20, 2006 Page 1 PGT Industries • 1• . • • • • • • • • • • • • •• • • • • • • • • .. • • • • • • • • • • • • •. • • • • ••• • • • • • ' • • • • • . • . • . •• • •. • .. • • • •. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' • • • • • • • • A. DRAWINGS • • ::• •. 1. Manufacturer's die drawings and sections. : : : „ . . • : • . • • : • • • 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Afuminuih Tttbe•Cripped .. • Mullion ", Sheets 1 through 7 of 7, dated 04/28/0, 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 ix 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 ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, 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 ix 2 x 3 /4" 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 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries E. MATERIAL CERTIFICATIONS 1. None. E -2 • • ••• •• • . • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • ••• • • • : • • ' • • . . • • • :: •: . • • • • . , • • .• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED" • • •' • •' • • • • .•. ;• ..• D. QUALITY ASSURANCE • • .... • . 1. Miami Dade Building Code Compliance Office (BCCO • • • • • 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. _ 7 • • •• •• .. • • • • • • • • • • • • • • •• •• • • • • Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B "C" OR "D' AT BOTH ENDS AND AT BOTTOM MUWONS W = W1 +W2 H H1 +H2 (2) WINDOWS MULLED W /QNE ABOVE FOR OVERARMING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR H1 +112 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 ANCHORS DETAIL A ANCHORS DETAIL A ANCHORS DETAIL V. "C" OR D" AT BOTH ENDS AND AT BOTTOMS w W = WI +W2 +W3 H = H1 +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 H1+H2 MULL LENGTH = W OR W1 +1 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Nl NOT BEEN USED IN 77H DESIGN OF THIS PRODUCT. NOTES; 1. THE 33 1/3X STRESS INCREASE HAS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MUWONS 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 EDIT/ON FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. MULUONS MAXIMUM OF (7) UNITS. FOR ANCHORAGE ANCHORS DETAIL B ", "C" OR D" BOTH ENDS ANCHORS DETAIL "B ", "C" 01? "0" 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 W1 +W2 MULL LENGTH = N 1G� TECHNOLOGY NOE P.O. BOX 1529 FL 54274 s MULLS UWON • • • • • •• • TYPE, QUANTITY AND LOCATION, REFER rQ $1I TS • TO BE USED ONLY WITH PGT INDUSTRIES H =H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = 11 OR H1 +112 MULL LENGTH = W $1 s ase • NTS I 1 "' 7 1 WALL,; EL•E • ••• • • ••• • • • • • •• •• • • • 00000 •••• • " - - -. aw• • �• • ALUMINUM TUBE: CLIPPED • MW4_4_TON ••• • • UWON 000 • • • 000 • • •••••• • • ••••• • • ••••• •••••• • • • 0 00000 D WOOD BUCK PGT 1x MULUO 2" OR 4' MULL= i" kit MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MUWON GT 1x MULLION FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" ANCHOR EMBED. SEE NOTE 2 SEE NOTES 2 & 3 MIN. 701 ') 1 2' OR 4' #12 SCREW, SEE NOTE .3 ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL— TO—CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 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 ® 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. 112 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULUO (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 WOOD BUCK REMOVED TO CONCRETE 112 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 SEE NOTES 2 & 3 TIP CAL, 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 . 1_ 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 APPUCATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" t 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 PGT 1x MULUON --- Robert Q4 Ra pt X12 P.E. Structural WOOD /' BUCK SEE NOTE 1 TYPICAL MULUON TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 112 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT fE 1 TO INTERFERE WITH EACH OTHER) EE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 TYP) O IN �� • � D USTRIES 1070 IEC iNOLOGr ORJVE SROX IS, Ft 34275 P.O. BOX 1529 NOKOABS A. 24274 Raw Read Bs l Damn Elp P.J.P. Z' OR 4 "—•• OOD BUCK TYPICAL MUWON TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL V" TO BE USED ONLY WITH PGT INDUSTRIEV2rDUCTS 573/04 48/00 • • • • • •• • •••••. • #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 •••• • • •••• • • • • • •• •• • • C EMI •OETALS ••-..• • • • • •••• ••• •••••• •' • • •••: •• • • ••• .. • . ••••• -.• ••• 1" HEAVY WALL: CLO INSTALLATION DETAIL •••••• ALUMINUM TUBf,.@ 'PED 'MULLION: . sete k /Uoa Sc da Shoot : 1470. • ' • • • • MUDS NTS 2 7 •.... 62 ' Ric D 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG 11099 1" MULL CLIP W/TABS REMOVED (CUP TO MULL) EXTRUSION DWG 11099 CUP LENGTH CHART FOR Tx MULL MULL SIZE 1 x 2 x 3/8 1 3/16 1 x 2 J/4 x 3/8 1 x 2 J/4 x 21/32 1 x 4 x 3/8 1 15/16 1 3/8 3 3/1 A/2 MIN. MIN. 0 ONE (1) ANCHOR ® TWO (2) ANCHOR LOCATION 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 APPUCAT7ON. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: F L -2902, 2903 AND 2975. c) TWO (2) ANCHOR © THREE (3) ANCHOR O FOUR (4) ANCHOR LOCATIONS LOCATIONS LOCATIONS (2)EQ.SP.@ (A- 3/4)/2 Robert L. Clerk. P.E. PE {2 MIN. ® THREE (3) ANCHOR LOCATIONS 1070 TECHNOLOGY OHNE NOKO OS. FL 34275 P.O. BOX 1529 NOKOLOB n. 34274 TAMIN.TYP. (4)EQ.SP. (A- 3/4)/4 sw+.d•r: MULLS D S X (6) ANCHOR LOCATIONS ••••• ® FIVE (5) ANC4Ofp • • LOCATION! ••• • -- TO BE USED ONLY WITH IINDUSTRIES.geQQ�ICTS . F: : R / 0706 M A6t BHT MI5 ' - F K. 55006 C %;' f F 47 28/00 ' 'sot. NTS Riese 3 of 7 • • •• .. • • • •000 • •.••• •• "' • •• • •• • • •••••. • ••.. ••.•.. • 0 • •••• -•0410• • • 41 41.... • 1" HEAVY WALL, 6 41 HOR • . ••••• t trATION$ _ • • flxe • • ALUMINUM TUBE CLIPPED AiettION • 6221 lam D 2 4 NOTE: 3 7 i 3 1 2 1 x HEAVY WALL MULLS MAT'L: 6063-T6 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ,rt L. Clark, P.E. PE /39712 Structural 4 3 T IN ES ►070 iEcI VOLOCY owe' NOKO10$ a 3427. P.O. BOX 1329 NOKOMIS R 34274 serreslasaagt MULLS 3 4 • • • •• • 3 8 1X • •••••. • • • •••• TO BE USED ONLY WITH PGT INDUSTRIES •Plitil3UCTS as /os 8 c rr - sur 2 ;11s.srrrr P 48/00 • . • •••• • •••• 0 00000 • • • • • •• •• • • • •••••• • •••• • • •••• • •••• • . • •••••• • • •••••• • • 000 • • 00 •••••• • • • o.. • • • •••• • 1" HEAVY WALL, • MULtIoN •PROFILES: • • • • ALUMINUM TUBE CLIPPED MULLION Shook rosin No. 4 - 7 6221 Roo CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR CUP TO OPENING OPENING WIDTH IN INCHES 50 (2) A (3) CUP TO MULL 421 170 f 170 170 170 48 170 170 170 170 50.625 170 170 181 ' 170 64 166 170 147 170 60 145 152 127 131 63 131 131 112 112 66 113 113 97 97 72 86 86 73 73 76 73 73 82 62 78 67 87 57 57 84 54 54 45 45 90 43 43 37 37 98 36 38 30 30 108 25 25 21 21 111 23 23 19 19 (3) B (3) A (3) B (3) B 60 70 (2) A (3) B (3) B (3) A (2) A (3) A (3) B (3) B (3) B 80 J 90 (2)A (3)A (3)B (3)B (2)A (3)A (3) B (3) B 170 146 100 84 72 54 45 41 32 26 21 CHART 1. - lx2x.375 QTY. & TYP. OPENING WIDTH 84 INCHES CLIP TO MULL Les 54 (1) B 155 129 115 94 67 58 32 30 84 24 19 96 (1) B 142 118 100 81 58 49 43 32 27 25 20 16 (1) B • 134 107 91 73 51 44 38 29 24 22 17 (1) B 130 102 85 68 47 40 34 28 22 20 16 (1) B • 130 100 82 64 44 37 32 24 20 (1) B (1) B • 130 130 99 - 99 80 80 63 82 42 41 35 34 30 29 22 21 18 17 18 17 18 • (1) B (1) 130 130 99 99 80 80 82 82 41 28 20 17 15 41 34 28 20 18 15 CUP TO (2) A (2) A (2) A (2) A (2) A ' (2) A (2) A (2) A (2) A (2) A OPENING (2) 8 (2) B (2) B (2) B (2) 8 (2) B (2) B (2) B (2) B (2) (1) B ANCHOR 50 60 70 80 90 100 110 120 130 180 80 63 66 82 41 34 28 42 48 50.825 80 78 78 20 16 90 18 - 130 99 100 (2) A (3) B 134 119 96 80 68 50 42 38 30 24 19 (3) A (4) B 170 142 98 8o 68 50 42 38 30 24 19 110 (2) A (3) B 120 (3) A A (4) B (3) B 170 161 148 135 118 99 85 65 54 50 40 32 26 18 17 170 170 170 165 118 85 65 54 50 40 32 26 18 17 170 154 140 128 101 90 77 58 49 45 35 28 23 16 15 170 170 170 150 170 136 153 121 107 100 90 84 77 72 58 54 49 45 45 41 35 32 28 28 23 21 16 15 1701 170 1701 170 170 170 170 170 170 170 149 170 149 (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 134 118 93 77 65 48 40 36 28 22 18 170 170 141 93 77 65 48 40 36 28 22 18 149 134 118 92 78 64 46 38 35 27 21 17 Robert L CIark, P.E. PE /3872 Structural (3) A (4) B 170 170 141 92 76 64 46 38 35 27 21 17 130 (2) A (3) B 149 134 118 92 76 63 45 37 33 26 20 16 (3) A (4) B 170 170 141 92 76 63 45 37 33 26 20 16 160 (2) A (3) 170 149 134 118 92 76 63 44 38 32 24 19 15 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S 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 / 04 1/4" SS4 CRETE -FLEX, EMBED. (1 3 B. 112 SCREWS • •s•• 5. SEE ANCHOR SPACING DETAILS SHEET 3. • •••„• 1070 TECHNOLOGY ERNE mow FL 34275 P.O. BOX 1529 NONCILOS. FL 34274 (3) A (4) B 170 170 170 141 92 76 63 44 36 32 24 19 15 Vertical Mull Width Mull Length Horizontal Mull Opening WTh Mull _� Length Multiple Mulled Units 1 Mull Length \Opening Width she** a 7 • reeDucreetwes r %x5•7- ::Yr4 >Irr s •••• • • • • • • •• •• • • • eeee ALUMINUM TUBE CLIPPED MULLION s. ' sror. MULLS NTS ••••. • • eee • • eeee • TO BE USED ONLY WITH PGT INDUSTRIES•PR6'WCTS •••• '••••• • e� ooe� • • FK. 5 /30/06 HD at T SHf • ••••• • • T Dross • s•• P49. 4/228/00 • • !� ••• •..._. Doscriptios 1" HEAVY WALL, ' PR SSUIE CHART • 4. s& 2 Drawls; No. 6221 Res 0 CHART 3. - 9 x2.75x.650 QTY. & TYP. ANCHOR CUP TO OPENING CLIP TO MULL 42, 170 48 170 50.625 166 54 152 60 133 63 125 66 118 72 106 76 91 78 84 84 67 g 90 54 96 44 108 31 111 29 Z (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 170 170 170 170 170 , 170 170 170 137 157 137 157 137 , 157 137 157 123 141 123 141 r 123 141 ' 123 141 109 125 108 124 108 124 108 124 90 103 88 101 88 100 88 100 83 95 81 93 80 91 80 91 85 75 - 82 73 80 73 63 63 60 60 58 58 56 56 52 52 49 49 47 47 46 48 48 48 45 45 43 43 42 42 37 37 35 35 33 33 32 32 30 30 28 28 26 26 25 25 24 24 23 23 21 21 20 20 17 17 15 15 15 15 (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 (3) B (2) 50 (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 84 67 54 44 31 29 (3) B (2) B 170 160 148 135 117 110 103 92 77 71 57 46 38 28 24 80 (2) A (4) (2) B 170 170 169 155 134 128 118 92 77 71 57 46 • 38 28 24 (3) B (2) B 170 148 136 124 106 99 93 81 68 63 50 40 33 23 21 70 (2) A (4) B (2) B 170 169 156 142 122 114 107 81 68 63 50 40 33 23 21 (3) (2) B 170 141 129 116 99 92 86 73 61 56 44 36 29 20 18 80 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 36 29 20 18 OPENING WIDTH IN INCHES (3) B (2) 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 90 Vertical Mull L_.Opening� Width MWI Length Horizontal Mull Opening 1�- Mull —1 Length Multiple Mulled Units (2) A (4)B (2) B 170 158 143 128 107 99 90 67 56 51 40 32 26 18 17 (3) B 100 (2) A (4) B (3) Robert L. Clark. P.E. PE /39712 Strueturei 110 (2) A (4) B (3) B 120 (2) A (4) B (3) B NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE LN1T.5? CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE &PIEET 1. •••••• 3. REFERENCE .TEST REPORT FTL -2902, 2903 AND 2975 • • • • • 4. ANCHOR TYPES: A. ELCO 1/4 TAPCONS, EMBED. (1 vk:) 1/4' SS4 CRETE —FLEX, EMBED. (1 .3417 B. #12 SCREWS •.•••. 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • • • • TO BE USED ONLY WITH POT INDUSTRIES: T'RbVS/CTS • "lit 130/06 nolllc nos Sf1T IDUST orrap P 48/00 oe 1070 TECHNOLOGY ORNE ACSOABS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 HEAVY WALL, PRESSURE CHART 3 t. 130 (2) A (4) B (3) B 160 (2) A (4) B (2) 170 157 141 124 100 91 79 56 45 40 30 23 18 • • • •••••• • •••• • • •••• • •••• •••• • •• • • • • ••• ALUMINUM TUBE CLIPPED MULLION $..w/aoa e MULLS NTS 6 ' 7 t> 6221 ••.•. • • •••.. 000000 • • •••••• • • •••••• • • •••••• • • CHART 4. - lx4x.375 QTY. S TYP. ANCHOR 50 CLIP TO (2) A (3) A (2) A (3) A OPENING (4) 8 (6) B (4) B (6) B CLIP & (5)8 (5) B (5) B (5) B 170 48 170 60.625 170 64 170 60 170 63' 170 66 170 7 154 76 144 78 140 84 128 90 112 98 92 108 64 111 59 144 27 42 60 170 170 170 170 170 170 170 170 170 170 170 170 170 159 170 150 170 134 170 125 170 121 138 111 112 95 95 92 78 78 64 54 54 59 50 50 27 22 22 170 170 170 170 170 170 160 148 117 70 80 Vertical Mull 1 1-- 0 --1 Width Length Horizontal Mull Opening h Mull Length Multiple Mulled Units Mull Length \Opening Width OPENING WIDTH IN INCHES 90 100 110 fa et, tit cart.. P.E. NE /39712 structural 120 130 (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) !� 1A (4) B (6) B (4) B (6) 13 (4) B (6) B (4) 13 (6) B (4) 13 (6) B (4) B (6) 13 (4) B • (6) B (6) B (5) B (5) B (5) B (5) B (5) B (5) 8 (5) B (5) B (5) B (5) B (5) B °''. )'B, • (5) 8 170 170 170 170 170 170 170 170 _ 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 144 170 133 170 126 170 121 170 117 189 116 168 116 165 135 170 125 170 117 166 112 156 108 150 106 145 105 144 120 165 110 148 103 136 98 127 94 120 91 115 89 112 112 102 126 95 116 90 108 86 102 83 98 81 95 108 1 99 116 92 106 87 99 83 93 80 89 78 87 98 90 92 83 83 77 77 73 73 69 69 66 66 82 82 74 74 67 67 62 62 58 58 54 54 52 52 67 67 60 60 54 54 50 50 47 47 44 44 42 42 47 47 42 42 37 37 ' 34 34 - 32 32 30 30 28 28 43 43 - 38 38 34 34 31 31 29 29 27 27 26 28 19 19 17 17 15 15 - - - - - - 1070 7EE36' °RUE NOKOIIS. A. 34275 P.O. SOX 1529 NOKOMM FL 34274 160 (2).A (3)A (4) B (6) B :( 8 (5)B 170 170 170 170 170 170 157 170 127 170 116 165 105 144 88 111 79 93 76 84 62 62 48 48 38 38 25 25 23 23 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE: UN; CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE' SHEET 1. .3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 • • • • • 4. ANCHOR TYPES: A. EGO 1/4' TAPCONS, EMBED. (1 10.14,E OR 1/4 SS4 CRETE - -FLEX, EMBED. (1 • i/$ • ) B. #12 SCREWS •••••• 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • • . • s•••/ • MULLS J. NTS 7 cf 7 • • • Mpot'aAa4A1• • • • •• • •••••• • • •••••• ••••• • • • • ••••• •••••• TO BE USED ONLY WITH PGT !NDUSTRIE6�F' MUCTS . • • F.I2. 0 x30/06 D-ND CHO jfftS SHT • • • • • • • • • • • 1rrer 5 /5/06 —iD . K •••••• d•anen • • • • P.J.P. 411/00 • • • •••• • • �• asseripOore 1 HHEAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION Orowitg 114. 6221 9 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY S�a' APPROVED • • • • • - •• • • • • • • .• •• • • • • • • • • • • • • • • • • ••• • •l• • • • • i • • 1141 MIAMI -DADE COUNTY, FLORIDA • • • • • • DA,DE FLAQLER BUILDING 1') IvE FLA LI:R STET, S1614TE 1603 • • • • Wan, FILRID .33130 -1563 (3O7 575 -2901 FA1 (Z4375 -2908 www .sniautidadeov/buitdin� code, •• ••• • • 1•• • • ••• • • ••• • • :•• 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW- 701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, 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 Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75 and /or The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon comer dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. •• • • • • •• NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries ••• ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SIMI?TRI1f • • • • ; • • • • • • • ••• '• • • ': A. • DRAWINGS (transferred from file # 07- 0418.06) • • 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 - titled "Aluminum Picture Wind8w, I rc sheets :811ottgli 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revtsiOn; ;gn dated 1 444/07, signed and sealed by Robert L. Clark, P.E. ' ' • • • • •' B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME 1300 - 02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite ® PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 • • .• •:' • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • •i• • • • • • •:• ks c 1. 1.-Lk‘ts• Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 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" 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 (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, /B\ 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 ® ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSUAF &PA NDS-2001 FOR WOOD CONSTRUCTION ADM- 200054LUMINUM DESIGN MANUAL 14- Os Is 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT ® EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Raeder Owe Rem Reader Qeea Redffi= FA 414/07 8 Read er Dab: Reetioos FJG 1211510.3 A Dam Br aao paakedB7: F.K 7/14/03 C 1G NOTE2 TO REF. ASTM E 1300-02AND REVISE ANCHORAGE NOTE 3. ADD REFERSVCES TO NOTE 6AND ADD NOTE 7. REDUCE ANCHOR SPACING Delta 1070 TECHNOLOGY DRIVE NOXOMIS FL 34275 P.O. BOX 1528 NO1(O149. FL 34274 Visibly Better po NOS & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Dakelltakt PW-701 NTS 1 of 12 •bra 42594 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 9 ANCHORAGE 10-12 • • •• ••• ••• •• • ••• •••• • •• to • • ••••e• • • • • • • • • • • •• • PRODUCT RENEWED as •omp{T1ng with the Redd! Asking Cede Entrance _ s k Oivisl °a • •••• • • •••• • Cade Acceptance 0 > • 1* °vbT•t •steal • • • lb • • • • •• • • is die/ Robert L. Clams PE. PE 538712 Student •••■ •• • • • •••••• 06 00000 s • ••••• • • eeeeee • • • • • • 0 00000 • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Remaly Neva My: F,lG F.1G aeon Dr FC OUTSIDE OR 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Oar 414/0? Ws: 1?!1S5Q3 Oar limtaisrx B kertidanw A Br. 7/16" LAME GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS NO Ct1AN$ETHIS SHEET NO CHANGE THIS SHEET Oar J 11/16" NOM GLASS SITE 107D TECHNOLOGY ORM NOKOMIS, FL 34276 P.D. SOX MS NOKOMIS FL 34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE OR Pg GT Visibly Better m."t sat &.t PW.701 I FULL1 2 d 12 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/18" HEAT -+— STRENGTHENED GLASS 11/16" NOM GLASS BITE f • • 4 •• • • •••• ••• • ••• •••• • •• • •••• • 1 1/16" LAMI I.G. GLAZING DETAIL : • FLANGED OR INTEGRAL FIN FRAME •• (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT =wag Ntc 4259-4 I B PRODUCT MEWED r WA* Code FAAMPAin Asa sue t i t jeguncr *EViS£n • • snmplyi••r!h! a • • • • • r , - Ate• •• . • • •••• • • • •••• ••.• • • • • • • • • ••.• • ••• • • •••• ▪ • • • • • • •••• • •• • • • • ••• / 77' � 4i L Gs*, P.E. PE 039712 Sbuctund •••_• • ••.•. • • • • • • • . • • HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DA. 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. 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 1 921 /4° MAX. DLO 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. 44 114 ". MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 66° OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 48° X 96" OR MAX. AREA = 30.28 SQ. FT. •... • • • • .... .. • ActeptsumeNe • .. .E piratlon %a6e .-Y ... • ...• TRAPEZOID : • : MAX. SIZE = 48 °X96° • OR MAX. AREA = 31.99 SQ76T. : PRODUCT .. c t •s . g e RENEWED with the Etorhl. Adam N• 2. • • ••.. • . • • • • • .• • • • .•.• /V • • ••.. • .•.. • . ... . •••• ••••1 • Revsd FJG Rand*: FJG we= SK FJC Dees 4a* 4/4/07 Daft 12115103 7/14/03 Revisions asp 8 A awaked Bp. UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET aka' 1070 TECHNOLOGY DANE NOKOSa$ FL 34275 P.O. erg 1529 NOKOMIS, FL 34274 eGs._ LANGED ELEVATIONS LUMINUM PICTURE WINDOW, IMPACT Vrsibdy Better I NTS 3 a 12 I �� 4259-4 B Robert L Clark. P.E. PE 039712 Structural • • • • • • • • . • a ar aT FJC nit FK HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS(, 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. Aft Daft 41@/07 bate: 12/16/03 7/14/03 Rerlerkert 0 A o,ra7. FAN ADD FRAME D. DIMENSIONS AND UPDATE ANCHORAGE NOTE 140 CHANGE THIS SHEET Cmc EYEBROW MAX. SIZE = 96" X 48° OR MAX. AREA = 31.99 SQ. FT. 98114° FRAME O.D. 96" MAX. ® 7 50 1/4° FRAME O D. 48° MAX L OCTAGON QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 931/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMIS FL 34276 P.O. B9X 1629 NOKOMIS, FL 34274 Vvib&y Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 451/4° MAX DLO 8e salladee P19 -701 NTS • •• •, MAX. SIZE =48 °X96: • •. OR MAX. AREA = 31.99 SQ. ?r. • INTEGRAL FIN ELEVATIONS Tits ALUMINUM PICTURE WINDOW, IMPACT Sheet 4 d 12 ramebeti lam 4269-4 I S ARCH. MAX. SIZE = 48 °X96" OR MAX AREA = 30.28 SQ. FT. PRODUCT RENEWED as emptying nth the Florida Raining Code Aaonnos N• -. - 112. 0 E l By Division •••• • • • • • • • • • • • • .PjtODUGTt Aortas �_e34 • • • 'ic e s �+3yZl�G .... , r c.i • • •••• e f1" obert L Clark, RE PE #39112 Structural 00000 • 1 • _• •.••I• • • TRAPEZOID • - -•• , • ▪ •••• • • • • • 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 I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/161-IS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) Fit -3835 FTL -3835 F11 -3850 FTL -3850 WINDOW "X' DIM. 49.000 76.500 82.000 87.500 93.000 Reader. Render F.K. Rem ar F.K Ummeg F.K A,B,C,D AREA 54.500 I A,B,C,D AREA 60.000 1 A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA A B,C,D AREA A B,C,D AREA ao" Dor 4/4107 A B,D AREA AREA A 96.000 C AREA 0,uc 12115/03 Vale: 7/14/03 GLASS TYPE C A C B,D B,D Re broear ram B navigate: A CGnatgdey. WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ. FT +80.0 1 -80.0 10.79 SQ.FT. +80.0 1 -80.0 11.88 SQ.FT. +80.0 1 -80.0 12.96 SQ.FT. +60.0 1 -80.0 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 16.23 SQ.FT. +80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 17.32 SQ.FT. -80.0 -80.0 -80.0 18.41 SQ.FT. +80.0 -80.0 +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 -eo.o 14.17 SQ.FT. +80.0 1 -80.0 15.47 SQ. FT. +80.0 -80.0 18.76 SQ.FT. +80.0 +60.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +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 -80.0 20.66 SQ.FT. -80.0 -80.0 -80.0 21.96 SQ.FT. +80.0 -80.0 +80.0 -80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PE R AMA E 1300-02 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH S12 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 -80.0 19.48 SQ.FT. +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 20.98 SQ.FT. -80.0 -80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 24.00 SQ.FT. +74.0 +80.0 +80.0 +80.0 -78.0 -80.0 -80.0 -74.0 -80.0 -80.0 .80.0 26.33 SQ. FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO.BOX1522 NOKOMIS, FL 34274 45.000 +80.0 -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ.FT, +80.0 I -80.0 18.75 SQ.FT. +80.0 1 -80.0 20.47 SQ.FT. +80.0 -80.0 22.19 SQ.FT. +79.3 +80.0 +74.5 +80.0 -79.3 -80.0 23.91 SQ.FT. -74.5 -80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 +65.5 +74.0 +80.0 +80.0 -70.0 -79.1 -80.0 27.34 SQ.FT. -65.5 -74.0 -80.0 29.06 SQ.FT. +63.0 -63.0 +71.2 -71.2 -80.0 30.00 SQ.FT. IT Visibly Better 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 1 -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 1 -80. 22.93 SQ.FT. +78.0 +80.0 +73.1 +80.0 +88.4 +77.3 +80.0 +63.9 +72.2 +80.0 +80.0 -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 -61.5 +69.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 1 -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 +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +80.0 -76.8 -80.0 -7t8 -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 -60.0 +67.8 -67.8 25.51 SQ.FT. +71.9 -71.9 +80.0 -80.0 -80.0 32.00 SQ.FT. • • 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 USTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. NOTES: FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT � PW -701 NTS 5 v 12 4259 -4 • • r Ducti tmt:a.vb�4 ••• C°::::::111 • .0 , :,.: , F .. •• •. ' 0.9 8 : 0 6 111 . • •••• • • • • •••• • • • • PRODUCT RENEWED asem pty's%with the Florida Buldfag Cede At cr awO I Phsdon Peedhet Centres • • •••• • •••• • • •••• �r •••. • • ••• 00000 • •••• 1 •• 00000 • •••• • • • • • • • • • • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) 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 I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3116A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (311611S, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "X' DIM. 49.000 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 AREA 76.500 AREA 82.000 I A B,C,D AREA 87.500 AREA 93.000 96.000 AREA Roo IBr Rood Or F.K. How or F.K OresmOr FJC Daft DOr 4/4107 Oats 12/15103 COS 7114/73 GLASS TYPE A,B,C,D A B,C,D A C B,D A C B,D AREA A C B,D SoOkear 8 , A Chsted By WINDOW "Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. +80.0 -80.0 14.05 SQ. FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 17.32 SQ.FT +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 18.41 SQ.FT. +80.0 +80.0 -80.0 -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 14.17 SQ.FT. +80.0 15.47 SQ.FT. +80.0 -80.0 16.76 SQ.FT. +80.0 +80.0 18.06 SQ.FT. +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 20.66 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 21.96 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 22.67 SQ.FT. UPDATE DESIGN PRESSURES PER ASTM E 1300-02 AND NOTES. CLEAN UP TABLE DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WIN 912 SCREWS rams 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. +50.0 -80.0 19.48 SQ.FT. +80.0 +80.0 +80.0 +80.0 +78.0 +80.0 +80.0 +80.0 -80.0 -80.0 20.98 SQ.FT. -80.0 -80.0 22.49 SQ.FT. -78.0 -80.0 -80.0 24.00 SQ.FT. +74.0 -74.0 +80.0 -80.0 -80.0 26.33 SQ.FT. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.BQX1529 NOKOMIS FL 34274 45.000 +80.0 I -80.0 15.31 SQ.FT: +80.0 1 -80.0 17.03 SQ.FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 20.47 SQ.FT. +80.0 -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 +80.0 -80.0 -79.3 -80.0 -74.5 -80.0 -70.0 -79.1 -80.0 27.34 SQ.FT. +65.5 -65.5 +74.0 -74.0 +80.0 -80.0 29.06 SQ.FT. +63.0 -63.0 +71.2 -71.2 -80.0 30.00 SQ.FT. 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 -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SQ.FT. +73.1 +80.0 -78.0 -80.0 -73.1 -80.0 26.48 SQ.FT. +68.4 +77.3 +80.0 +80.0 -68.4 -77.3 -80.0 28.26 SQ.FT. +63.9 -63.9 +72.2 -72.2 +80.0 -80.0 30.03 SQ.FT. +61.5 -61.5 +69.5 -69.5 -80.0 31.00 SQ.FT. 48.000 +80.0 1 -80.0 16.33 SQ.FT. +80.0 1 -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 -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 +67.0 +75.8 +80.0 -76.8 -80.0 -71.8 -80.0 27.33 SQ.FT. -67.0 -75.8 -80.0 29.17 SQ.FT. +62.4 -62.4 +70.5 -70.5 +80.0 25.51 SQ.FT. +71.9 +80.0 -80.0 -71.9 -80.0 +80.0 -80.0 31.00 SQ.FT. +60.0 +67.8 -60.0 -67.8 +80.0 -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. INTEGRAL FIN UNIT DESIGN PRESSURES TRW ALUMINUM PICTURE WINDOW, IMPACT SabasMokt PW-701 NTS 16 m 12 I 4259 -4 B PRODUCT RENEWED as complying with the Florida Bidding Code Acceptance Ne 9-. 1 11. /0 Expiration Moe 'Lilo 1201 BY Mind Divides •••• • • • • • •••• PRODUCT BENS • dei' r• • • • 4 /./ !. •• •• • • • •••• • ••• ••• •• •• • •••I • • • • • • • •• • •• • • • • •• • • •• • •• • 1 2.784° 0 0 SCREWED C • RNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH ALONG ENTIRE JOINT HORIZONTAL SECTION (FLANGE FRAME) O KEYED CORNER ASS'Y WELD (FLANGE FRAME) WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 MAX DAYLIGHT OPENING (FLANGE FRAME) INSIDE • • •• •, • • • •••• VERTICAL SECTION •••• : . •••• • • . PRODUCT tU NE WED as complying with the Florida Bohtmg Code acceptance No O —1 12. IC Enticed= aahs p J4 By icir% Metal Dale YOUINgalliter Division •••• •••• • . ,- a..f -»..: • • • .•. ••• • • •••• • • •••• • • • •••• • ••••. ••••. • • • •••• fisonly amoeba FJC livad 8y F.K F.K. Waal Br Mac Osbx 4/4/07 Date 12/16!03 , 7/141103 tie Revisions 8 Ravislorpc A Checked By NO CHANGE THIS SHEET NO CHANGE THIS SHEET Mer 1070 TECHNOLOGY DRIVE NOKOM1B FL 34270 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Bette. SECTIONS & CORNER ASSY, FLANGED ALUMINUM PICTURE WINDOW, IMPACT PW-701 871 stet Madre tin HALJI 7 12 I 4258-4 B Rabat L Clark P.E. PE 039712 Structural • • • •• • • • • • • • MAX. DAYLIGHT OPENING — MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX DAYLIGHT OPENING 0 0 2.784" INSIDE • DUCT REt p. • • n=13103414 1 • • Wang Cade • the =77^ w .. • • •••• •••• • •• .. ••••I. • • . • • VERTICAL SECTION•• • (INTEGRAL FIN FRAME) PRODUCT RENEWED * dying w tb the Florida Reld>n9 Code " Pio E. iatiooi Ihtte 7 t BY . era D•de Division •.•... • ..•. • • •••• • •••. • • •••• • ••• •••• ••••• Read By: nand F.K Raved BF F4 DINA EPA F.K Olen Saw 0!4/07 Cake 12/17/03 t 7114/03 8 Mrelsionrc A Chadrad NO CHANGE THIS SHEET NO CHANGE THIS SHEET Daft 1070 TECHNOLOGY DRIVE NOKOMIS FL 34278 F.O. BOX 1529 NOKOMIS, FL 34274 SECTIONS, INTEGRAL FIN T ALUMINUM PICTURE WINDOW, IMPACT FIAI-701 I gag 8 12 omrgw. ran:: 4259 -4 B • • • • • • • • • • ITEM 1 2 7 8 1 0 11 12 13 14 15 17 18 20 21 22 ReadBX F.K DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 PART # 64256 64253 781 PQX 64255 64254 6TP247 64262 r— .970" 1 .975" Data. DEW 4/4V7 ITEM 10, Reatsiontr B 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 LG. 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 LG. 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 NO CHANGE nits SHEET Rani)* Data kingskar F.K 12115/03 A NO CHANGE THi3 SHEET Dmnnay. Data: Cheafs:er. - FJ4 7/14/03 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 MATL: 6083 -T5 DWG NO. 4254 1070 TECHNOLOGY DRIVE NOKOM1S FL 34275 P.O. Bqx 1528 NOKOI.5S, FL 34274 1.875" EGT Visibly Bette. I--- .062" 2.784° MATL: 6063 -T5 DWG NO. 4253 ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 2.784" • • •• •• •••" ••• • ••• • ••• • • • • •••• • • ITEM 2, FLANGED FRAME • EXTRUSION PROFILES & PARTS LIST Tris ALUMINUM PICTURE WINDOW, IMPACT fisraRefist PIAL701 9 .0 12 4259 -4 B 2.500" PROUtK.nA ic;tiwtLb:N as caui�dsiwg' 4th ate Sulam Cods N IC phislue ntlYagede BY 06 ALOSeptteet • • • • • • • ••• cr • • •••• • • • • • • •• • • • ••• ••••• r• • • • • •• • • • • • • • • • • • • .131" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. £L3.5 KS! MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) 1/4" MAX SHIM T WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) 1/4° MAX I SHIM '`'•"' . -.' SEENOTEIFOR v. : • • . • - EMBEDMENT WOOD ANCHOR (SEE NOTE 2) 1/4" MAX SHIM 1 318" MIN. 1 3/8" MIN. EMBEDMENT A EMBEDMENT INTEGRAL FIN DETAIL B (SEE NOTE 3) SEE NOTE 1 FOR ; : A EMBEDMENT. . . • . f 1/4" MAX r SHIM T 1x WOOD BUCK T .: : (SEE NOTE 3) 3.5 KSl MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A 2x WOOD BUCK 2x WOOD BUCK FLANGED DETAIL C (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. SHIM 1 PRUI bteAti: Li) as compay1eg W11 the FFlrn'l4 Voiding Cade Acceptance No 4g-II t2. !it, Expiration uric 1..111 mall Mud Dada iThrislap •••. • NOTES: ® N. .45 \8 ' • 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS, EMBEDED 13/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 13/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCREF6 • ::7 i imam EDGE IS 1 3/4" MIN. 11.11311 / �- 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. ' 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx 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 • • • • • 6 GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING. -. JURISDICTION. • • • 4. FOR ATTACHM ,, ENT 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 • • 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. • • • •••. • • •••. • ••• • • ••.- • •• RaoadBy: FIG er FJC canaear F Daft Defer 4(4117 my 12!15/03 amts: 7/14103 a MAW By REVISE AND UPDATE ANCHORAGE PER CURRENTPBC CHANGE NOTE 1 AND FASTENER SPACING n. 1070 TECHNoLOGY DRIVE NOKOMS, FL 34278 P.O. BOX 1029 NOKOMIS, FL 34274 PGZ VasthIy Better ANCHORAGE - HEAD, SILL AND JAMBS r.x ALUMINUM PICTURE WINDOW, IMPACT s"e ear¢ wo NTS 1R d 12 42594 B • • • 0 • • • • • • TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X' DIM. ANCHOR TYPE v WINDOW "Y" DIMENSION 8.5" 0" ,2.,4 4. ; Y Y X Y 49.0 12 318 Z/1 L 1 9/£ Z1 O1 18r£ ZL _Z /l ZL 8/£ Z1 4/L 8 [ 9r£ z1 [ ere aL 1 LL 191£Z1 LL J 12 3/8 1 1 L1 J 1 91£ Zl 1 We 6J 1 8r£ et 1 9L /£ 6 1 Este Z1 91/£ 6 1 1 1 11 1 91£ Z 1 LL 1 9/£Z11 LL are et, I Z/l L4 9/£ zL 1 Z/1 141 1 9/£Z11 en 141 19/9 I Z1 1 12 3/8 ZL 1 1 8r£ zl1 Z1 1 54.5 91901 x1 4 1. 9/901 01 105/81 Z/1. ZL 8/9 01 474 9 9/901 10 5/8 1 LL 8/9 01 9/9 01 I- 1 L� 9/9 01 1 91/£ 6 9/901 1 91/£61 9/9 01 1 91/£61 1 8/9 01 I 11. 1 8/S 01 1 44 8/S 04 1 11 1 8/9 01 1 Z/L 11 1 8/501 1 Z/1 11. 1 8/901 1 Z/1 L L 1 9/901 { ZL 1 9/901 I Z1 8/9 01 1 Z1 60.0 et Zl1 L 1 ZL OL Z1 Z/1 Z1. 1 z 1 P/1 8 Z1 [ ZL 1 11. Z1 I L 1 EL 1 11 et I 911£ 61 Z1 1 91/£61 Z 1 [ 94/£ 6 1 1 9/9 6 1 LL 1 Z1 1 LL I 8/9 6 1 1 11 1 9/s 6 1 Zn LL I EL I Z/1 11 1 1 9/s 6 I Z/1 11 irs I ZI 1 ZL 1 1 1 re/91 I Z1 1 65.5 WE 01 1Z /1L ( P/£ O1 I WE 01 4118 4/£ P1£01 LL 1 4l£ 01 LL 1 1 4/£ 01 1 LL - 6!£01 91/£6 41£ 01 L9L/£ 6] [ 10 3/4 91/£ 6 1 91/51 91 1 11 1 4/£ 01 I LL 103/4 I 11 91/91 8] Z/1 1.1 ,4160E Z/1 11 1 4r£ 011 [ VI 10 91/9191 L et ] P1£ 01.] et 1 4/£ 01 ZL 71.0 191/21 11 1 en L 191/£1 11 1 01 1911£ 1 it 1121121 1 91/£1 LL 1 411 9 191/£1 11. 191/61 11 1 14 1 191/£111 1 L1 191/£1 1.1.1 1 LL 1 1 911. 8 1 91/£ 6 191/6111 1 911E 6 1 1 9/1. 6 1 91/2 6 1 9/1. 6 1 1 11 I 191/£1 141 1 L1 1 911 6 1 I 14 1 81/. Z/1 11 91/£1 111 Z/1 11 1 9/1. 6 1 [ Z/1 41 1 91 /L 8 I et 1 911£ 1 141 Zl 1 9/1. 6 1 ZL 1 76.5 4/E 01 I u 4/£ 01 I 01 P1£ 01 I ZIL ZI 4/£01 411 8 I 141£ P[£01 1 LL 41E 01 1 11 1 4/£ 01 LL 1 P11 8 91/6 6 1 1 4/£ 01 1 91/£ 6 I 1 P/£ 01 1 1 91/£ 6 1 1 411 6 11 I 6/£ OL 1 LL 1 4/I 6 1 LL 1 vr1 6 I zn L11 4l£ 011 1 x/1111 4/1 6 Z /L 11 1 P/1 6 I Z1 P1£ 011 Z1 1 1 P/161 ZL 82.0 [91/11 11 I en t. 191/11 11 I 01 [91111 11 IZ/LZL 194/11 LL' P11 8 191/1111 191[11 1.1 1 11 1 191 /11 11 1 11. I 191/11 Id 1 LL 1 1 01 1 1 911£ 6 1 191/11111 1 911E 6 1 1 01 1 911£ 6 1 416 8 1 I L4 1 191/11 111 L 1.11 01 I 1 11. 4r£ 9 I zit L i 1 91/11 111 Z/1 11 1 we 8 1 Z/1 11 we a 1 ZL 91111 LLI Z1 1 41£81 Z1 87.5 I 8/5Z1 Z11. L 919 el 01. [ors 1 En ELI sus z1 414 9 815 21 1 91/£1 01 1 11 [ 815 21 1 11. I [911£1 01 11 91/1 1 91/£ 6 8/9 ZL 1 91/£ 6 1 81/£1 011 91/£ 6 1 91 /L 8 1 I 11 1 191/£101.1 1 11 1 91 /L 6 1 LL 1 91/1 8 1 en 14 1 91/EL 011 zn Li] 91/1 61 zn 1.0 1 8 7/16 el. 1 91 /94 011 ZL 91/1 8 1 ZL J 93.0 1 8/5 LL I Z/L L I ars 14 I Gt. 1 9/9 11 en Z L [j LL I P/1 9 8/5 LL 9/1011 1 LL 1 8/5 11 11 I 11 5/81 1 11 1 91/£ 6 1 B IS L 1 1 1 911£ 6 1 an 01 91r£ s I 1 11 9/9 11 1 I 11 1 11 1 911 8 1 Z/1 11 1 9/9 11 1 z/1 LL1 Z/1 11 1 an 1 el 1 911 01 1 z1 1 co Z4 1 98.0" O.C. I Z1 I I Zn L 1 I a' 1 01 1 zt 112 1/2 I I z1 I 1 4118 I . I Z 1 a) 1Zn011 FR 1 1 zt 1 11 I 1 10 1/2 1 X11 1 8/£ 6 1 1 91/£ 6 1 1 EL 1 1 91/£ 6 I 1 10 1/2 1 91/9 6 I 91/L 8 I LL I Z/ 1 o l 1 1 11 1 s/£ 61 LL I 94 /L 8 I Z/L11 1 1/2 Z/1 111 187/16 [ Z/1 LL 91/1 a I 1 Z 1 Z/1 01 1 ZL I 91 /L 9 1 ZL I NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) °X° AND DIMENSION FROM TABLE 3 (MIN. 21/8° O.C. CONCRETE SUBSTRATE) MAX. 81/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: ✓ DIM. L • • • • • • FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL. WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER. • ,rc.Ta • • t * tlteriri/e ••••• • • • • • •••t • • • • •. •••• • • • I- °X° DIM. --tj. • ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4° ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16° ELCO TAPCON PRODUCT RENEWED comPtgt with the Florida Balding Cate Ant NuAraWlio Entimatke Date_2443 Iq itthaul tudial Midas • • • • *.* • O •••• • • • ••• • • • • • ••• • • ••• •••• ••. • Rend Eir Rand Br Fx ttabed , Osbx RerefeWter Retatuve s Drell a nmx Ct+aow•esr R!G 7114/03 NEW MEET DAM 1070 TECHNOLOGYORMVE NOKOMls. FL 34275 P.O. BOX 1629 NOICOMlS FL 34274 Visibly Better ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Baeaeea• I saw PW 701 I NTS 11 w 12 4259-3 Robed L bark, P.E. PE #39712 Structural • • • • • TABLE 4. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: WIND. °X' ANCHOR TYPE v WINDOW "Y" DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 114" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5116' ELCO TAPCON 3t .,5. 3. 5. DIM. XY XY XY XY XY XY XY XYXY XYXY X XYXYXYXY XY XYXYXYXYXYXY 49.0" 0.C. 8/£ El. E/1 L. 8/2 Z1 01 19/£ z1 I Z/1 9 I8/£Z1 12 1/2 1 1 4/1 6 14/4 8 9/£ Z L 4/l 8 411 6 rn 8/2 Z1 4/1 6 11 1 8/£ Z4 L1 9/£ Z1 LL 7 7/16 91/2 6 9/£ E1 1 91/£ 6 8/£ E1 91/2 6 91/LLI 411 8 112 3/8 41 8/2 Z1 14 911L L 8/9 9 18/EZ1I ZI1 11 8/£ Z1 Z/L 11 1 7 7/16 1 414 L 9/£ ZL EL 9/£ ZL I Z1 I 54.5" 0.C. 1 8/901 Z/1 L 8/901 01 10 5/81 Z/1 9 8/901 12 1/2 1 81901 411 9 9(201 411 8 Z/1 8 rn 1 8/501 co 1 Z /1 9 61 8/901 11 I 8/9 01 1 L 1 Z /1.8 93/16I 1 8/901 91!£ 6 I 1 10 5/8 1 9116 6 I 8/1, on 8 I 10 5/8 1 8/9 01 1 11 8 /1 1. 9/9 9 1 919 01 Z!1 11 1 Z ! 1 11 1 8/1 L 4/1 L 1 8/9011 z1 I 819 01 1 1 z1 I 60.0" 0.C. , ZL Zn 1. ZL 01 8/9 6 Z/1 9 EL Z/1 Z4 8/9 6 411 8 Z1 411 9 8/9 6 w EL 11 ZL 41 ZL 11 91/£ 6 I z1 I 1 91/£ 6I Z1 91/8 6 1 811 9 411 8 1 1 9/9 6 1 LL I Z1 I 1 11 1 9 /1.9 819 8 1 9/9 6 Z/i 11 EL 1 1 Z/1 L L 1 8/1. 9 1 411 1 1 8/9 6 1 El z4 I 65.5" 0.C. 41201 Z11 L W2 01 01 4/£ 01 Z11 9 WE 01 VI El. 1 91/91 8 I P/1 8 103/41 I P11 8 1 91/91 9 co 4/£ 01 91111 1 11 WE 01 11 10 3(4 41 91/11 L 1 91/E 8 1 4/E 01 1 91/26 4/£01 91/£ 6 1 191/1191 4/1 9 1 10 3/4 11 WE 01 11 I 91/11 91 8/9 8 I IP1£01 (Z11 11 4/£ OL E/1 11 91/11 9 411 L 412 01 I Z4 1 P1£011 z 1 I 71.0" 0.C. 191/61 41 I Z/1 L 191!£1 LL I et* 1 9/1. 6 I Z/L 9 I91/E1 11 12 1/2 I I91/L8 I 411 8 191/£1 11 I 4/1. 8 I aWL 9 co 191/£1 11 co 1 91/1. 9 [ 11 191/£1 11 I 11 191121 1.4 11 8/£ L 191/£ 6 1 9/1. 6 1 91/2 6 1911£1 11 1 91/86 91/6 9 4/1 9 9/1. 6 11 91/21 11 11 91/6 9 1 8/9 811 6 E/1 11. 191/21 11 I Z/1 11 1 91/6 9 I 1 P11 L I 9/1. 6 1 I Z1 91/21 11 ZL I PaorUCT ItENtiti.ha as with ti Ni ti* 76.5° 0.C. 418 01 Z/1 L , O1 1 4!201 E/1 9 41201 12 1/2 1 4/4 6 4/1 9 4/£01 P!1 8 I 91/18 o> 14!£ CO 91/1 8 I 11. WE 01 11 41£01 I LL 9L/£ 91/2 6 41E 01 911E 6 4/E 01 19 61 E/1 9 I 4/1 8 I P11 6 I 11 4/£ 01 11 E/1 9 8/9 9 P11 6 E/1 11 WE 01 Z/1 LL E/1 9 P11 L 1 4116 1 110 3/4 I z1. 82.0" 191/1111 I Z/4 L 191111, 11 I 81 I 01 1 Z/1 9 191/11 11. ZI1Z4 WE 8 411 9 91/11 11 I 411 8 WE 8 ,7, 91111 11 91/21 L 177.171 91/11 1.1 11 9L111 11 L I 91/2 6 01 941£ 6 91/11 11 91./£ 8 8/8 9 411 8 01 11 91/11 11 11 9/6 9 9/9 9 412 8 E/4 11 91/11 11 1 E/1 14 911. 9 1 4/1 L 1 41£ 8 n. 91/11 LL g p Code .Nods -1%12• ID QT 1 't N i gi a - Wt4 : :! zg ill EL 87.5" 0.C. 8/9 El Z/1 1 8/9 E1 01 91 /1. Z/1 9 9/9 EL E/1El. 91/1 4/4 9 8/9 Z1 4/1 8 8 7/16 I 0 12 5/8 I 91/6 1 L __I 1 91 /£L 01 L I 8/9 EL I 11 . 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Lute s ?S L: 2 •e • it rip •rj • P' NOTES: • •••• , ..• 1 • •. • •• � _ _ •••• •... �, ,,:,, .. ,.� • • • I • • • • • • ••• • e • • ••••• •••• • • • • • 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: iir MAX. ON- CENTER (O.C.) "X" AND ' DIMENSION FROM TABLE 4 (MIN. 2118' O.C. CONCRETE SUBSTRATE) DIM. Y' MAX. 8 1/2" FROM CORNERS • • • • • • • ••I • • •••• • • • • • j • • • i • • 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR ° X ° : FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2' DIM. AND USE THE ON- CENTER FROM ANY CORNER. F.K. ,070 TECHNOLOGY DRIVE NOK M IS FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 eTC visibly Better ANCHORAGE, CONCRETE SUBSTRATE nw ALUMINUM PICTURE WINDOW, IMPACT Clark. P.E. 8 NEW SHEET w•701 ( NTS 112 d 12 I 4259-3 I B �Z �, OF F.K. DA. 7/ t4f03 per: Dee I Please fill in the information requested: ADDRESS OF HOME WINDOWS/DOORS /SHUTTERS WIND LOAD CALCULATIONS /06 // ,v6 // 4 vE HIGHEST POINT OF ROOF EAVE HEIGHT OF ROOF BUILDING WIDTH BUILDING LENGTH The site specific plan must show the distance of the openings from the nearest comer. Wind Loads per RFBC 301.2(2) & 301.2(3) 150mph exposure C Mean Roof Height Zone 4 & 5 ( +) 1' —15' + 49.0 15' —20' + 52.3 20' — 25' + 54.7 Zone 4 ( -) Zone 5 ( -) - 53.1 - 65.6 - 56.6 - 69.9 - 59.3 - 73.2 *Zone 5 is any opening within the corner distance from any corner. *Comer distance is .4 x mean roof height or .10 x width, but not less than 3' A 1FL Horizontal Slider 07- 0815.09 75.00 75.00 49.00 53.10 77" x 50 5/8" No No Yes A 1FL Picture Window 08- 1112.10 80.00 80.00 49.00 53.10 77" x 18 1/4" No Yes (see next line) Yes A 1FL Mullion 06- 0125.07 108.00 108.00 49.00 53.10 1" x 4" x 78" No - Yes B 1FL Horizontal Slider 07- 0815.09 75.00 75.00 49.00 53.10 50 1/2" x 50 5/8" No No Yes B 1 FL Picture Window 08- 1112.10 80.00 80.00 49.00 53.10 50 1/2" x 17 3/4" No Yes (see next line) Yes B 1FL Mullion 06- 0125.07 108.00 108.00 49.00 53.10 1" x 4" x 52" No - Yes C 1FL Horizontal Slider 07- 0815.09 75.00 75.00 49.00 65.60 77" x 52 1/2" No No Yes D 1FL Horizontal Slider 07- 0815.09 75.00 75.00 49.00 65.60 50 1/2" x 52 1/2" No No Yes E 1FL Horizontal Slider 07- 0815.09 75.00 75.00 49.00 53.10 26" x 36" No No Yes F 1FL Horizontal Slider 07- 0815.09 75.00 75.00 49.00 65.60 50 1/2" x 51 3/4" No No Yes G 1FL Horizontal Slider 07- 0815.09 75.00 75.00 49.00 65.60 50 1/2" x 51 3/4" No No Yes Miami Shores Building Department Product Approval Schedule / Comparison Chart Description of window or Product Acceptance Product Approval Design Pressure ( +) PSF ( -) PSF Opening ID Door or mullion Number Address: 10611 Northeast 11 Avenue Opening Design Pressure (+) PSF ( -) PSF Rough Opening Size Shutter Required Yes / No Permit No. Mullion Required Yes / No Impact Yes / No