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795 NE 95 StMiami Shores Village 1 up Cate I 1 I • W a N.E.2nd Avenue, Miami Shores, Florida 33138 lIZ CJ Tel: (305 795.2204 Fax (305) 756.8972 BUILDIN PERMIT APPLICATION r gtrt,a f aster Permit No. FBC 2004 _ IIII 2 Permit Type (circle): Building Electrical Plumbing Mechanical c� Roofing Owner's Name (Fee Simple Titleholder T1 C Dk r . Phone # ( 0 ) S b - -7(/ 2 .2 Owner's Address —? ' J Mt— City ' . 1 /1 A Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Contractor's Company Name Contractor's Address Building Department State Fl., • 7 000.Ud Is Building Historically Designated YES NO Permit No.V - 1 S 10 Zip 3 3 13 Q, Phone # County Miami -Dade Zip 3 Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ['New Repair/Replace ❑ Demolition Describe Work: 1 M , ,n ,r`}< k) ,h J 5 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * ** * * * * * * * * * * * * * * * ** * * * * * Submittal Fee $ Q _ Permit Fee $ / 7 ( `- --� CCF $ 4 ,2-C CO /CC Notary $ 6 -C Training/Education Fee $ 1 . 40 Technology Fee $ 4 . 2 S Scanning $ C9 .0 . Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ L G O, S See Reverse side -- )a / 55 JUL 1 3 PAID Bonding Company's Name (if applicable) I / j4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will be approved and a reinspection fee will be charged. X Signature Owner or Agent <" �' Contractor The for oing instrument was wledged before me this Z The foregoing instrument was acknowledged before me this day o l , 20a1 by C�TTI �(Q J._ .1 4., day of , 20 , by who is personally known to me or who has produced (G who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: ARYP :LIC .�;. wr Sign: . ... i A t f ! .�i �1L, fl, • :r My Comm on Expires: APPLICATION APPROVED BY: (Revised 02/08/06) (2_/ Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning r A 1 No VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: P/9"Th . 14 U 1 U F • DATE: to /d / 0 ( ADDRESS: 1 41.E. �� to �l� % x`'11)'- k'l-r, Do hereby petition the Villa e of Miami. Shores to act. as my own contractor pursuant to the laws Y P g. 3 3I3 8- of the State of Florida, F.S/4$9.103(7). And I have read and understood the following disclosure statement, which entitles nie to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception/ to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one- family or two - family residence. You may also build or improve a commercial` building at a cost of $25,000.00 or less. The building must be for your own use and. occupancy. It may not be built for sale or lease: If you sell dr lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses req.'uired by state law and by county or municipal licensing ordinances. Any .person working on your/building who is not licensed must work under your supervision and must be employed by you, which means . that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all, as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction • Initial p 2. I understand that as ari owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 3. .I have ari understanding of the 2004 FBC .& FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial Initial i )k-9— 4. I understand that the building official and inspectors are not there to desig alter or give advice on how to meet code —. only if the structure meets ininimu - n code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial /I- 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Was acknowledged before me this o2, day of Produced there License or Initial 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8: I. understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial aQ ,20 D Co By U(/1/t 4 IA A :Dab a( who was personally known to me or who has as identification. �ePC g103N 1p9tlevy lierava&ez X47 645 . lsslot #D 2009 tacpVcs.. 52. 27, SontiedllunAtlantic Issue Date: 6/8/2006 Owner's Name: PATRICIA DUBOFF Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 795 95 Street NE Additional Information Miami Shores Village, FL 33138 Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $5.00 $170.00 $6.00 $4.25 $190.85 Buildin Department File Copy Applicant Sign Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 11/29/2006 Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: REPLACE EXISTING WINDOWS WITH NEW RESISTANT IMPACT WINDOWS Type of Work: IMPACT WINDOWS Additional Info: No of Openings: 7 Classification: Residential 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. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -6 -06 -1510 Phone: (305)758 -7402 1132060142180 Lot: PB: Total Square Feet: 0 Total Valuation: $ 7,000.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS - 6 - 06 - 25141 Total: eK 1551 •jM_ 1 3 PAM Amt Due $190.85 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Date Thursday, July 13, 2006 07/13/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -6 -06 -1510 Invoice Number: WS -6 -06 -25141 Applicant: PATRICIA DUBOFF Company Name: Owner Address: 795 NE 95 ST MIAMI SHORES, FL 33138 Job Address: 795 95 Street NE Miami Shores Village, FL 33138- Payment Type Check Number 1551 Amount $190.85 Change $0.00 Total Payment: $190.85 Page 1 of 1 ,U ® 2006 33. r-:DZ + c (Co . - 10 - 80.0 - 7 5 1E \ fi -- 6 - C - 30 - 7-7 1 - fiPO'T 53 .12.c. X 6D, &Z + GC -10 - 80.00 GS s 5 f-es .... • • •••• • • • .. • •• •• • • • • • • • • • • • • • ,S3 z&:4 s 4 - ,�� •- SOP OP S T r-1*•. 1- , - • ••• .•• • • ••• • • •••• • • • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF I 1 V--J i r C:).---112.9.11 4.10.c0 - 3 x sobZ 1.IU 2 W 1 rzd0c.4.J O 3 - 051 . I -r . -da oQ 53 .IZX 97.(02 - - 14 - - - - `lam - 3 V-4 i r Ow- - O3- OS J4 O 1 #A1G :_ - VO.0c X3.125 X5D-62_ MO ` .s 4 W tt-- clDLL, o -OS14. 01 Q -you a.(Zs X50- bZ i.10 ` 5 V..J ) r-cloc.Lw o -1 12.9 .1 I taco - - 7s.00 37 Y as. a N.t7 -( 5 G • W i ' dc'w 03 -rx 12,06. flow - - /S00 37 X30.3 7 140 rc=s 7. W i v cL ow CaS -cc 12,C10 - -EaCo 19 x38 . F `r' . - - - • -� •••• • .. .. • •• • • .. • • • • .... • •••• • •••• •••• • • • • • '. 4 • • • • • • • . • .. • • • • • • •••• • • • . • • • .. • •••• • • • .. l • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO- LAA'DE FLAGLF,MILI ING • • • • • • 140 W E S T F L A G I B R I R E T ' I r 22 ANTE 1603 : : : • Mfait .bRIDA3313a,i563 • • • •. • (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • .• • • •• • • • • • ••• •• 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 "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed 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 and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be, displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0305.02 and, consists of this page 1 and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 • • • • • • PGT Industries • • •• • • • • . . . •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED :: : ::. • ::: • • • •.• • A. DRAWINGS 1. Manufacturers die drawings and sections. • • • • • • 2. Drawing No. 4112, titled "Aluminum Horizontal Sliding Window ", . 6 of 6, prepared by PGT Industries, dated 2/16/98 with revisions dated 1 1 x/29703 • • signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -1969, dated 3/17/98, signed and sealed by Joseph C. Chan, P.E. 2 Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. -3740, dated 03/18/03, signed and sealed by Joseph C. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite R PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02 issued to "Solutia Inc." for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. E -1 • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • •• • •• • • • •• ••• •••• ••• • •• • • • •. ••• •• Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 .. • • • • • ••• •• PGT INDUSTRIES F. STATEMENTS " • • ' •• "' 1. Statement letter of conformance, dated January 25, 1999, signed by 1 orpe;t )i • • • • • Clark, P.E. • • • • • " • "Submitted under NOA# 99- 0204 -03" 2. Statement letter of no financial interest, dated January 25, 1999, signed by Robert L. Clark, P.E. ' "Submitted under NOA# 99- 0204 -03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • •• • • • •• • • ••• • • • • • •• • • • • • • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEIj ; ; ; ; ; , • ; ; ; Y • ••• • • Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF Q 1/8" HEAT STRENGTHENED GLASS. C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. _ THE- 5/ -16" LAMINATED COMPONENT CONSISTS_. OF AN :090 - PVB LAYER OF DUPONT OR _ - SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 0 I x 8" MAX 6" 63" MAX HEIGHT 58 /4" MAX FIXED LITE DAYUGHT OPENING 6° MAX. 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYUGHT f DAYLIGHT OPENING OPENING I 8" MAX 4" MAX TEM 57" MAX VENT DAYLIGHT OPENING MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 612230 6534571 1207 612237_ 612238 612239 612240 1 ( DESCRIPTION 14 ANTI -LIFT CHANNEL (Alum. 6063 -T5) 15 #10 x 1.000 Ph. FI. SMS 16 #6 x 1.000 PH. PAN SMS 17 WEATHERSTRIP, THN WALL BULB VINYL 18 #8 x .500 PHIL. FI SMS 19 #8 x 1.000 PHIL.. P.H. SMS 25 WSTP .270 x .170 BACK, FIN SEAL !,, ut : ll 1 Robert I_ Clark, P.E. PE 429712 FAT cans! V.T. g 1 FLANGE FRAME JAMB (Alum. 6063 -T5 612225 2 FIXED MEETING RAIL Alum. 6063HS -T54) 4054A 3 SASH MEETING RAIL Alum. 6063HS-T54) 4006C 4 SASH SIDE RAIL (Alum. 6063-T5 5 GLAZING BEAD (,Alum. 6063 -T5 6 WINDLOAD ADAPTER (5 7/8" RIGID PVC) 7 FLANGE FRAME HEAD (Alum. 6063 -T5) 8 FLANGE FRAME SILL (Alum. - 6063 -T5 9 - FRAME SILL ADAPTER (Alum. 6063 -T5 10 SASH TOP BOT. MAIL (Alum. 6063 -T5 11 SCREEN RETAINER (Alum. 6063 -T5 6532377 12 5/16" (.350) LAMINATED USING (2 LITES 13 5/16" (.350) LAMINATED USING (2 UTES 612244 2 1 1 1 8 1 2 1 1 JAMBS: MAX. •." FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQ'D. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 1070 TECHNOLOGY DRIVE NOKOMIS, R 34275 P.O. BO% 1529 NOKOMIS, FL 34274 QTY. /LOCATION ® midspon of frame -sill 1- - 1 OF 1 /8" ANNEALED GLASS 1/8' HEAT STRENGTHENED GLASS O midspon of vent) Rend 9• F.K. Rend By: F.K. Revsd N': F.K. Revad B" F.K. rn By Dos: 0.8. 2 16/98 Descripbbn • • • • • • • • • • • •• • ALUMAX INDALEX INDALEX ALUMAX ALUMAX - ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER 710X1 4 Windload Adapter screws) 76X1 PPA 2 for anti -lift channel 6TP247 8 1 per Glazing Bead 7856A 2 Sweep Latch screws 4 when using 2 Sweep Lotches) 781PQA 22 (Frame/Vent ossy. screws) MERCHANTS FASTENER 71096 1 11.5" from ends -vent mtg. rail) MINIATURE DIE CASTING PGT.214.XX 2 if height is >= 42 "2 70250 3 1 Omids•on 2 1 4 from end MASTER TOOL 7 -M10 -250 70251 3 1 ®midspon 2 1 4 from ends) MASTER TOOL 7 -M10 -251 2 ® ea. end of vent top roil) MASTER TOOL 70312 7BRWHL2 4 2 per Roller Housing) VINYL - TECH /P.G.T. 61062W 2 ©vent top /bot rails & mtq. roil) SCHLEGEL OR EQUIV. FS7826 -187 899 OR 995 TP -249 26 SILICON 62899 DOW CORNING © 27 WEATHERSTRIP, BULB VINYL 6TP249 1 SO vent lamb rail) TEAM PLASTICS 29113/16" I.G., 1/8" HEAT STRENGTHENED GLASS, 3/8 SPACE, 5/16" LAMI (1/8" A, .090, 1/8" HS) 30 GLAZING BEAD (13/16" I.G.) 6063 -T5 4067 31 WSTP, .187 x .230 BACK, FIN SEAL 1060 32 13/16" I.G., 1/8 HEAT STRENGTHENED GLASS, 3/8" SPACE, 5/16" LAMI (1/8" HS, . 90, 1/8" HS) 8 1 0 MEETING RAIL INDALEX SCHLEGEL OR EQUIV. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 5. PE HEAD & SILL: unto MAX. 6" FROM CORNERS. i1A1 MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. Ate• • • - 2.04 MAX. 15" SPACING. 1 r Dm oat 7/23/03 4 9%6/02 0at.. R*Nabns: 12/29/03 G- REMOVE ITEM 29 GLASS ••• • • • •••• •••• • • • •• • • • •• • • •••• •••• • • • V OR # AF -12225 64054A 64006C AF -12230 AF- 534571 6WCLIP AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 TP -247 64067 61060G • • • 1 OX ELEVATION &..S.40.M. (4C.•MISStry Title: ALUMINUM HORI4¢IIt L Si jlI\IG WII�(l�Qyj(� SsWes/Model: S•ale: Sheet: • • Dr. ? NI. • Rev: HS -710 NTS 7 d • +7.112 •••6; • • • • • • • • • •••. • •. • • • . JP • • • r TABLE 1. GLASS TYPES A & C ▪ s1. 5/16" LAMINATED (1/$;ANNEALED, .090 PVB, 1/8" ANNEALED) X 43/16" LAMI I.G. - 1/8"NAT.STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) FTL -1969 & FTL -3740 4MANDOW •WIDTHS 37.000 • . • - 53.125 60.000 63.000 66.000 70.000 74.000 •••• WINDOW HEIGHTS • •213.900 89T• 66:7 66.7 66.7 66:7 - '66.7 66.7 66.7 66.7 66.7 - 75.0 -75.0' . -75.0 -75.0; • -75.0 -75.0 -75.0 -75.0 - 75.0 • • • • .38.375 ' VV.7 66.7 66.7 65.5 60.8 58.2 - 75.0 -75.0 -75.0 - 75.0 -73.5 -69.4 -65.5 -60.8 -58.2 44.000 66.7 66.7 66.7 66.7 62.0 53.7 51.3 -75.0 -75.0 -75.0 -73.1 -62.0 -58.9 -56.6 -53.7 -51.3 50.625 66.7 66.7 66.7 61.6 54.8 51.7 49.0 46.3 44.2 NOTES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). -75.0 -75.0 -75.0 -61.6 -54.8 -51.7 -49.0 -46.3 -44.2 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DE 3N PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 59.000 66.7 56.0 46.0 43.0 41.2 39.1 37.4 -75.0 -75.0 -75.0 -56.0 -46.0 58.9 56.6 -43.0 -41.2 -39.1 -37.4 60.000 66.7 66.7 66.7 55.0 45.1 42.2 40.4 38.3 36.8 P igfr , 16 / Raba rl L Clark. P.E. PE 939712 SYuctural -75.0 -75.0 -75.0 -55.0 -45.1 -42.2 -40.4 -38.3 -36.8 61.000 66.7 66.7 66.7 54.2 44.3 41.3 39.5 37.4 36.1 -75.0 - 75.0 - 75.0 -54.2 -44.3 -37.4 -36.1 IND TRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 62.000 66.7 66.7 66.7 53.4 43.7 -41.3 -39.5 40.5 38.7 36.8 35.5 R...d Br F.K. Revd By. . . F.K. - 75.0 -75.0 -74.0 -53.4 -43.7 -40.5 - 38.7 -36.8 -35.5 7/23/03 � 4 a � / , 4/03 9/ /02 0 76 / 98 63.000 66.7 66.7 66.7 52.7 43.2 40.0 37.9 36.1 34.8 -75.0 -75.0 -74.0 - 52.7 -43.2 - 40.0 -37.9 -36.1 -34.8 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8' HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) FTL -1969 & FTL -3740 WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS 26.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 38.375 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 - 75.0 -75.0 -75.0 _ 44.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 50.625 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 59.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75:0 -74.8 60.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 61.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -74.9 -72.2 62.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 -70.9 63.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -72.3 -69.6 Dot.: Revfsfon 12/29/03 F- UPDATE. TABLES - Oola F- CORRECT TABLE J CAE' Revisooe: E-ADD 13/16" WARS Revision.: D- REVISED TABLES GLASS TYPE COMPARATIVE ANALYSIS TRI.: ALUMINUM HORIZONTAL SLIDING WINDOW Sedes/Mod.l: HS -710 Smle: NTS Sheet: 2 of 6 Drawing No. 4 112 • • • • • • •••• • •• • • •••• • • • • • • • • • • •• • • • • • • • •••• • • •••• 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED —� GLASS ®9 OR®2 OUTSIDE •• •• • • V16" LAMINATED — • ••••1./16 NOM. •••• • 1/8" HEAT to :TRVNENED GUiSS • • • • .090 SAFLEXKEEP /SAFE MAXIMUM • OR ouov •PV' INTER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS GLAZING DETAILS: 13/16" (.825) I.G, REFE CE TEST REPORTS: FTL -1969 & FTL -3740 k/2 " r' �1 GLASS BITE D_UISDE 1/8" ANNEALED GLASS 12 .090 INNER LAYER (DUPONT W /BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) Robert L Clark, P E. PE 539712 Structural INSIDE --1/8" ANNEALED GLASS ripaiwa maw GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS II " T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 805 1529 NOKOMIS. FL 34274 Data - - R.visione: 7/23/03 F -11Ell 17 SCALE Rend er bat.: RsrMans, F.K. 12/29/03 G- 1010YE MY 28 puss. RR Rood By: _ - F.K. Rend By: Data R.NSbns: F.K. 4/4/03 E -ADD 13/16" I.G. Rend By: Da R•vl.bns F.K. 926/02 0 -ADD GLASS TYPE Drawn By: D.B. 2/16/98 O.scnpeaa nth,: OUTSIDE 13 S.5 ,/Atodsl: Scaly Sheet: 1/8" HEAT STRENGTHENED GLASS — 1/8" HEAT STRENGTHENED -- GLASS 1/2" GLASS BITE SECTIONS & GLAZING DETAILS INSIDE .090 INNER LAYER — (DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No. R.r. HS -710 NTS 3 at 6 4112 G • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXTERIOR • • • • •• • • • • • •• •••• , •••• •••• • •• D • • MAX. HEIGHT MAX. FIXED LITE DAYUGHT OPENING ROUGH OPENING • • • • • • • • • • • • • • • - • • • 2 • 710 ROUGH OPENING 2.710 _ _ VERTICAL SECTION 2.094 .500 MAX. VENT DAYUGHT OPENING ROUGH OPENING 2.784 R P /CI( L Clark, P.E. PE #39712 Structural MAX. WIDTH HORIZONTAL SECTION 1070 TECHNOLOGY DRIVE NOKOMIS. Ft 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Rend By: F.K. Roved By, F.K. Rend BY F.K. Roved Els F. K. Drawn By: 0.B. Doacription: EXTERIOR MAX. DAYUGHT OPENING — 9 2/16/98 .705 Date: RovIsions: 12/29/03 C—REMOSE ITEM 28 9ASS Oat.: Revisions: — - 7/23/03 F—NO OIG RS SHE Revisions: M/03 E—ADD 129-132 Rovtoione: D—ADD GLASS TYPE SortesModok Scale: Sine: HS — 710 NTS 4 or 6 2.784 .500 IltiODUCT UM= ampftellb Amorroo 09-0 12.04 SECTIONS & GLAZING DETAILS ROUGH OPENING ALUMINUM HORIZONTAL SLIDING WINDOW Drawing N. Row 4112 • • • • ••.• • • • • • • • • • • • • r•••. • 9•••• .••• • •• • • • • • • *APPROVED • . I. • • aQIi BUCK .. 4. (SEE VOTE 4.)* • ;• •. .: •••• ©3/16" TAPCON (SEE NOTE 1) &3/16" TAPCON (SEE NOTE 1) • • • •• •• • • TYPICAL HEAD SECTION SUBSTRATE ANCHORING TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4" MIN. • 1 1/4" MIN. 1/4" MAX. SHIM TYPICAL HEAD SECTION WOOD ANCHORING A#12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1 1/4" MIN. 1/4" MAX. J SHIM #12 WOOD SCREW /3/:6" TAPCON (SEE NOTE 1) 1/4" MAX. SHIM 1/4" MIN. (/(6 Robert L. Clark. P.E. PE 439712 Structural NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1/4" MAX. SHIM PRODUCT MORD •�r�q6� rlrw Y A�r.rr cc, 9 . Ob .9• 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX. SHIM 1 Rwad By F.K. R.vsd By. F. K. R. F.I. Roved F. Oc n lC Br: D. B. Oescptton: TINT. #12 WOOD SCREW ANCHORAGE APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING Dot.: Revision.: 12/29/03 G-O,C 3/16" TNCCfl a /12 -SCR - - Rwbions: 7/23/03 F— REMOVE 3/16 TAPCONS 9/ 6/02 Oar: 2 16/98 Oat.; Rwtrion. 4/4/03 E —NO CHG THIS SHT Revislons: 0 —ADD NOTES 3 & 4 ALUMINUM HORIZONTAL SLIDING WINDOW S.ries/Modl: Scott Sheet: HS -710 NTS 5 of 6 1 1/4" MIN. Drawing No. Raw 4112 G • •• • • • • • .... • ...... • • • • ..•. . • . . !i� • .. 1.057 --N-{ .050 1.187 --{ • .. • • • • • • • • • • • 2384 • •• • • .!.. • .. • • • • • • .. • • • . • 1- .737 O FLANGE FRAME JAMB 6063 -T5 ALUM. � L .678 O 5/16" GLAZING BEAD 6063 -T5 ALUM. 2.074 .062 FRAME SILL ADAPTER 6063 -T5 ALUM. RE CE TEST REPORTS: FTL -1969 & FTL -3740 L 1.187 .062 - I �� - .723 .688 -•• f T © WIND LOAD ADAPTER 6063 -T5 ALUM. 1 .349 f� 1.403 O FIXED MEETING RAIL 6063HS -T54 ALUM. .062 1.183 .062 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. ( l( l `4I 1 .062 -_--I 1.187 1.081 T O SASH MEETING RAIL 6063HS -T54 ALUM. 1.373 Robert L. Clark, P.E. PE 939712 Swctural Ir 1 --e- 2.710 -•{ 0 FLANGE FRAME HEAD 6063 -T5 ALUM. .683 LI 1 7150 - .062 1.097 30 13/16" GLAZING BEAD 6063- T5 1.273 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rend By: F.K. R.vsd Br F.K. a.vw er: R F.K. Drawn By: F.K. Description: TRW Swiss/Mode HS -710 r .062 $ 1.349 f-* 1.291 1.970 F� O SASH SIDE RAIL 6063 -T5 ALUM. L 1.122 k. 2.710 �{ ® FLANGE FRAME SILL 6063 -T5 ALUM. PRODUCTREMO w r 0 Dote: 12/29/03 Do.: 7/23/03 Ooh: 144/O.'S 9/6/02 Dote: 11/2/01 EXTRUSION PROFILES ALUMINUM HORIZONTAL SLIDING WINDOW Scala: NTS .062 --114- ReW.Pons: F-NO CHG -IN/S SHT - - Restsfons: F -NO CNC Rf1S SHT Revisions: f Ann 13/16" RFAD R.Wswn.: D -NO CHG THIS SHT Sheet: 6 of 6 2.094 daring No. 4112 Rsr G MIAMI •DADE BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries' P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, 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 and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's . name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • ••• • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA MF 2U -DAVE F1M.GL13R BUILDING • ; • 140WESTiFIiiiitIRSI LIET,6UITE :6 3 • MIAML FLORIDV433130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 •• • • • • ••• •- • • • • • -. • • • • • ••• •• NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 PGT Industries A. DRAWINGS NOTICE OF ACCEPTANCE: EVIDENCE SUBMIk • .. • . • . • • • • • •••. • . . • • • ..• • •• • • • • • • • • • • • • • ••• • • • • • • • .•• • • • •• • ••• • • . • . • •. • . • • • • • .•. • • .• • • • • •• ••. •• 1.' Manufacturer's die drawings and sections. • • • • • • • • • • ••.... . •• • 2. Drawing No.4040, titled "Aluminum Single Hung Window ", shee!s l threu Fi 5 • of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and • • • • sealed by Robert L. Clark, P.E. B. TESTS 1. ' Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03036, dated 3/14/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01- 0629.08 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1889, dated January 14, 1998, signed and sealed by Gilbert Diamond, P.E. 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 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1852, dated December 29, 1997, signed and sealed by Gilbert Diamond, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 • .. • • • • • • • • • • • • • ••• PGT Industries C. CALCULATIONS E -2 • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • .•. • • • • • • • • • • • •. .• .. • . • . • • • .. • • . • . . . . . . • . • ..• •. • • • . . NOTICE OF ACCEPTANCE: EVIDENCE SI1`$M1 TTED'. • ; • • • • • • • • •. •. • •. ..• .. 1. Anchor Calculations, ASTM- E1300 -98, and structural apul}si hted;1/9 /i3 ••: prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. 'Notice of Acceptance No. 03- 0421.01 issued to Solutia for "Saflex HP ", dated 5/22/03, expiring on 12/11/05. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07/16/02 and expiring on 11/1/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 COMPARATIVE GLASS TYPE: A. 5/16" B. 5/16" C. 13/16" D. 13/16" ANALYSIS TABLE: LAMINATED (1/8 "A,.090,1 /8 "A) FTL -1885 LAMINATED (1/8 "HS,.090,1 /8 "HS) FTL -1885 I.G., 1 /8 "HS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -373£ I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (1/8 "HS,.090,1 /8 "HS) FTL -3735 WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 63.000 76.000 26.500 A 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 0,0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 37.000 A 66.7 -80.0 66.7 -80.0 66.7 -69.6 57.2 -57.2 8,0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -76.1 53.125 A 66.7 -80.0 63.4 -63.4 47.9 -47.9 48.3 -48.3 8,0 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80.0 63.4 -63.4 58.7 -58.7 54.5 -54.5 76" MAX. WINDOW HEIGHT 5 3/4" MAX. VENT SIZE: 50 1/2" x 38 1/4" x 13" - '-1 MAX. ON CENTER TYP. HEAD & SILL NOTES CONTINUED 4.) ANCHORS:MAX. 5 3/4" MAX. SPACING MAX. 6" FROM MAX. SPACING MAX. SPACING 5.) SHUTTER REQUIREMENT: 6.) REFERENCE TEST REPOR ELEVATION O FROM EACH CORNER (HEAD & SILL) AT HEAD & SILL 13.000 EACH CORNER (JAMBS) AT MEETING RAIL: 8.000 AT JAMBS OTHERWISE: 13.125 NO SHUTTERS REQUIRED TS: FTL -1889 & FTL -3739 8" MAX. AT MTG. RAIL 6' M� 13 1/8" MAX O C LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS)._ - - D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (F11-18 89) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY Robert L. Clark, P.E. P5039712 Stratum! INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revd F. . Revd F. . Reaad Bs F.K. Read Br D. B. Dote: 6/3/03 Date: 03/26/03 Dote: 10/11/01 Dote: 8/18/98 Dote: 2/9/98 • • • • • •• • Ron no: D-ADD GLASS anliKvb TABLE Revision,: • C -ADD 016, Novimons: TB, TgEtt • eVR. Revisions: • • • • Drown By: D.8. • • Da,erip5on ELEVATION & NOJE,S • • • .• •••• • • •••• •••• • • • •• • •••• • • •••• •• • • • • • •• • • • TItle: • ALUMINUM SING I-tUNG 4II\740W S,Au /Model: Seale: 5hyt• • • Drooi g No. SH -701 NTS • • • • • •• 1••" • ••e}J o • p • 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER --- SAFLEX BY SOLUTIA OR DUPONT PVB 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. 1/8" ANNEALED OR -- HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS A 5/16" LAMINATED / REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 "/. /1% 0) Robed L. Clark, P.E. PE R39712 Structural INTERLAYER 5/ 16" (.350) - W /DUPONT B PVB ONTER LAYER ii 6 x .750 PHIL. PN, HD. SWEEP LATCH #8 x .625 PHIL FLT. HD. WINDLOAD ADAPTER (Alum. 6063 —T5) ((8 x .375 PHIL P.H. TEK WEATHERSTRIP — VINYL BULB \SASH SASH TOP GUIDE SCREEN BALANCE COVER BALANCE WSTP, .270 x .170 BACK, FIN SEAL SASH FACE GUIDE #6 x .500 PHIL. FLT. HD. SASH STOP (Alum. 6063 —T5) 118 x 1,000 PHIL. P.H. SUS SEAM SEALER WINDLOAO ADAPTER (PLASTIC) GLAZING BEAD (13/16" I.G. 6063 —T5 SPRING, SILL LATCH (OPTIONAL) BALANCE, ULTRA —UFT, SASHES > 401( ITT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 7658PFAA 7858WW 612236 78X38PPT 6TP249K 1235 71087 76X12FPAW 612244 78X1PPA 6SM55W 61207 4067 R.vF Keeyy. Rev F. . Raved fi F.J( Drown 6y: 0.8. Sane /MOdek SH -701 2 2 (to attach Balances to Jambe) 1(11.5" from end of vent top roil) 2 (if width is >= 42 ") 2 Sweep Latch Screws) 4 when using 2 Sweee Latches) 2 0 frame iambs, 30 from bot.) 4 Windload Adapter Screws) 1 at Vent Bottom Rail 2 1 per each balance 2 2 3 1 per each balance) :1 0 each frame jamb) 0 vent jambs & vent top rail) 2 1 /vent iamb. 2.5" from bot.) (sash face guide screws) 2 (0 top of each frame iamb) 4 (Frame & Vent Assy. screws 2 (0 frame jambs, 30" from bot.) 8 Dote: 6/3/03 Dot.: 03/26/03 Date: 10/11/01 RowNone: 0-ADD 611116•TIPS ROIT .76 Revision.. • C -ADD •1.10f -13! • R en TB EXTR. Date. 8/18/98 Dote: 2/9/98 Scol.: NTS R.wwone: • • • • • • 864.1, • • 2•or H.P.G. H.P.C. AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER ALUMAX MERCHANTS FASTENER TEAM PLASTICS MASTER TOOL VINYL TECH. \PGT WYBORG cALDWELL SCHLEGEL OR EQUIV. VINYL TECH. \PCT SCHERER IND. PROD. ALUMAX MERCHANTS FASTENER SCHNEE /MOREHEAD PROTOTYPE INDALEX 13/16" LAMI I.G. GLASS (138" H5 & V16 LAMI W/ 3/8" AIR SPACE) 5/16" IAMI — (2) UTES OF 1/8" HS LASS W/ . 9 SOI UTIA OR DUPONT PVB INNER I AYFR SCHLEGEL OR EQUIV. PGT WSTP, .187 x .230 BACK FIN SEAL 1060 1 (0 MEETING RAIL EGRESS LATCH (OPTIONAL) 64009 2 2 4029 -1 2 13/16 LAMI I.G. GLASS (1/8" HS & 5)16 LAMI W/ 3/8" AIR SPACE) 5/16" I AMI — (1) 117 OF 1/13 A GI ACS At (1) I RF OF HS GI ASS W/ .090 5011016 OR DUPONT PVB INNER LAYER CALDWELL PARTS LIST & G OPTIONS roe: • • ••• ALUMINUM SINGE IyUNG NYI /QOW • Drawing No. • • ••• Vibe 0 • PGT.214.XX AF -12236 TP -249 5TAVE 67S16G AF— 12244 51.45504 WC996 -1207 64067 61060G 64009 7SPRNC PGT •••• • • •••• •••• • • • • • • • •••• • • •••• •• • • • • • � • • • • • • WW WV • •• • • • IRev • D• 76.000 MAX. HEIGHT - INACTIVE 431 EXTERIOR } ROUGH 2.784 OPENING 34.500 DAYLIGHT OPENING � 1 /v\ 34.500 DAYLIGHT ACTIVE OPENING � 1 2.330 VERTICAL SECTION INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 ROUGH OPENING OPTIONAL Robert L. Clark. P.E. PE 439712 Structural INTERIOR P.G. T. 48.250 DAYLIGHT OPENING HORIZONTAL SECTION T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PRODUCT REVISED Bd01NIGOON prNo Aag11••s No PS. 1401 to BY ObYhe • • • • • •• • _ D — ADD CLA% iYBi1R7! J6 Revad 8 . F K. R.ved 8 FII. Revsd B .. F.K. Dote: 6/3/03 Date: 03/26/03 Dote: 10/11/01 C -ADD I 436 • Revisions: re, rptP, •Px,TR. Re D.B. 8,18/98 Revisions: • • • • Drown By: Date: D.B. 2/9/98 Description: • • •• •• •••• •••• • •••• •••• • •• 2.710 • • • •••• • • • • • • • • • • •• • • • • ROUGH OPENING • • • • • SECTIONS •' ALUMINUM SINGLE HUNG Iii?lttOW Sen./Model: Scale: SH -701 NTS • Sheri • • Droning No. ••ice'• 3•Er 5• •• :pip • D /11 Si la J .737 --I 1.187 r - 2.784 .062 1 O ALUM. 6063 -T5 2.274 f r3 062 1.707 1 O ALUM. 6063HS -T54 .705 1 .655 T 1.350 © ALUM. 6063 — T5 I -- - 2.784 ALUM. 6063 — T5 _ 2.330— — 1 1.165 .062 .413 r-- O ALUM. 6063 — T5 1.348 2.710 .062 1.123 O ALUM. 6063 -T5 ® ALUM. 6063 -T5 ® ALUM. 6063HS -T54 } ALUM. 6063 -T5 I ALUM. 6063 -T5 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 /147-7 u // Robert L Clerk P.E. PE 939712 Structural INDUSTRIES 1070 TECHNOLOGY CRIME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rmawns: 0—NO OHC• &-E6• SHT RIMS on*: • C —ADD B6',S3 14,5 Revad F. 6. Rs ad lC Revel By: Rend D By. Drawn 9 6y: D. B. Dots: 6/3/03 Dote: 03/26/03 Date. 1 0/1 1/01 • • • • • •• • Revisions: TB, TO • t./ Revisions: • • • • Dote. 8/18/98 Date: 2/9/98 Series/Yodel: SH— 701 Seals: NTS • • •• •• Sheet: • • 4 • %r • • •• • • •••• •••• • • • • • • • •••• • • •••• •• • • • • • •• EXTRUSIONS T' ".' • • • •••• ALUMINUM SINGLE BUNG 4KIr(QOW • • • Drawing No • ••;9.40 •• • • � • •4 D � • • 4 PRODUCT REVISED eeamDM•i WS As Radio Mag4•es No03 - 051 01 BY �Q ALUM. 6063 -T5 • 1 x WOOD • BUCK , TYP. HEAD 1/4" TAPCON 1.250 .250 — MAX. 1/4" TAPCON .250 t MAX. 1.500 2 x WOOD BUCK #12 PANHEAD TYP. HEAD .250 f MAX. .250 — 1 MAX. #12 PANHEAD 50 1 /4 " TAPCON .250 MAX. 4 TYP. JAMB 1 x WOOD BUCK TYP. SILL REFERENCE TEST REPORTS: FTL - 1889 & FTL - 3739 TYP. SILL 2 x WOOD BUCK AVO G/ of Robert L. Clark, P.E. PE 439712 Sbuctural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Mgi lla�► 1��d Canaf • • • • • •• • Rarsd Dote: Ravtatona: F.K. 6/3/03 •7WWN d B Da te: Mormon. . Fl. 03/26/03 C —NO aittfltS•SHT. Ren ey: F. K. R D.t Drown By: D.B. Dote: 10/11/01 818/98 Date: 2/9/98 Senas /Modal: SH -701 Scale: NTS Revisions Parisians: • • • • • • Description: ANCHORAGE MI • • •• Tithe • • •••• ALUMINUM SINGI HUNG WVJNQOW • She • • 5 • e1 5 •••• • • •••• •••• • • • • • • •••• • • •••• •• • • • • • • • • . Growing No. • • ••V. o • • •e• • D PRODUC9 REVISED mpbYt• aeM dm PIM& �N•� Egrtra Deb MAX. TYP. JAMB M IAM I-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has 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 C -740 Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of thisNOA 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 bet, displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0611.02 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The s4mitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• : : 4IA'IVII -DIAL COUNTY. FLOPII3A 'zMETRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • %RAVI, F pRIINi 1563 • (305!y/v-2.90 FAX 205) 9 -2908 : 34w3mild lucolleonlinecom •• • • • . . aaa -- NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 Page 1 PGT Industries • , ▪ • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED* • • • • • • A. DRAWINGS • • • • • • • ••• • • • 1. Manufacturer's die drawings and sections. • •' • • 2. Drawing No. 7045 -8, titled "Aluminum Casement Windtrw, sent; (•through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by PGT, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largespada, 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 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" 4. Test' on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" E -2 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • ••• A/ Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries • • ••• • • • .•• •• •. • • • •• .. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••. • •• .• • . • • • • . . • . • • .• . • ••.. • • • . . .• • • . . • • . . •••• . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED► • • • • • 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 20'94 ; . • .: •. ; • • . • • 2) Uniform Static Air Pressure Test, Loading re; I • • �,tA 3) Water Resistance Test, per FBC, TAS•202 94► • • • • • 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum c asement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under. NOA# 03- 0611.02" 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Mi Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed ind sealed by Robert L. Clark, P.E. E -2 Herminio F. Gonzalez, P.E. /Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries G. OTHER •• • • • •• ••• •• 1. Notice of Acceptance No. 03- 0611.02, issued to PGT Industrie ` U . : :. • Aluminum Casement Window, approved on 10/09/03 and expiring on/M0$. • 2. Letter from the consultant, dated 01/25/06, stating that the product is in compliance with the Florida Building Code (FBC). NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •. • E -2 • • ••• • • •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• •• • • . • • • • • • • • • • • • • • . • . • • • ' •.• Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 •. • • • • • • .• • • • • • • • • C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA -OR DUPONT-PVB: — — - -D. -7/16 " GLASS COMPRISED OF (2) LITES OF 3/16" Rend er w. F.K. .3/25/03 Rmeer: rum F.K. 7/10/03 Nnseey: car: F.K. 6/23/05 c,.."er: o.n: F.K. 12/17 /02 R..rba B R.wwm: C Rwbbn.' D craw er. ADD 13/16- I.G. & MOVE GLAZING DETAILS TO SHEET 2 NO CHANGE THIS SHEET ADD 76' HT, GLASS TYPES F AND G. REVISE ANCHORAGE. wr: 1070 TEC46VOLOGY DRIVE NOKOMIS, FL 34275 P.G. 005 1529 NOKOMIS, FL 34274 PT Visibly Better 1-21 X UNEQUAL LITES HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 14-4 "XOX" & "O" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICARONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURELWLfA1ONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED • 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. • • • • • • •••• NOTES AND TABLE OF CONTENTS •• •• EXTRUSION - PROFILES -- - - - - 11 -12 - PARTS LIST 12 ANCHORAGE 1,3,4,13 • ALUMINUM CASEMENT WINDOW N MI Sr* ar.4 arc P.RW N" CA -740 NTS 1 d 13 71145 -8 • - T REVISED adRa:a tl the F1wib -41291 •••• • • •••• •••• • • • ••. • coat.* •• • ••• i ••• _ • • •I /�2' /*••• • • • • • • • • •• 'Lucas A. Tomer, P.E PE #58201 •••• Mechanical •• • • • • • •••• • • • • • •• • •••• • • • • • 32 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Raradar: F.K. Row or F.K. Dram ar F.K. 11.00 0r 0a14: F.K. 32503 Dow 7/10/03 Oala: 623/05 03/25/03 Rstiams: 6 RaWbns: C Rom ms: D Clu rlu0 ay 7/16" LAMINATED GLAZING DETAIL .090 PVB INTERLAYER 3/16" HEAT f-- STRENGTHENED GLASS .65" NOM. GLASS BITE REDRAW GLAZING DETAILS d ADD 13/16' I.G. NO CHANGE THIS SHEET ADD 13/16' LAMI LG. W/ 7/161AMI4 CORRECT 0/16' LAM) DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 60X 1529 NOKOMIS, FL 30270 13/16" 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS PST Visibly Better 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL CA-745 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS NTS .65" NOM. GLASS BITE Most 2 > 13 • • • • • •• • • •••• • • •••• GLAZING DETAILS • • ALUMINUM CASEMENT WINDOW, J 4P(l r w,..o 7005 -8 • • D ••• • • • •••• • • • • • •• • • OL • •••• ./ • • • • • • •• • lutes A. Tumor. P.E. • PE 656201 • • • • • Mechanical 5/16" LAMINATED GLAZING DETAIL NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT • • 65" NOM. _ _ _ GLASS BITE • • • •• • •••• •••• • • • • • • • f Y \ of /\ ' N <I\ 3 "� MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" MAX. 4" MAX F.K. ay F.K. Rend BY F.K. Rene ay F.K. Damn 9y F.K. ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 325/73 OCe: 7/10/03 4" MAX. 4" MAX. Aisne: C Rwvw: D crowd ay. o.e.: 6/23/05 saw 12/17/02 Der ANCHOR DETAIL TYP. (2) 30" MAX. —DAYLIGHT OPENING 3 � 1 L 37" MAX. VENT TYP. CHANGE SKEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX. HT TO 76' AND MAX. DLO TO 69' 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. BOX 1529 NOKOMIS. FL 34274 30" MAX. DAYLIGHT- - OPENING ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) P" T ViUbiAgeBerur de."wd.r CA -740 69° MAX. DAYLIGHT OPENING 13" MAX. O.C. -�-- —� 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) NTS ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 76" MAX. HEIGHT • • • • • •• • 1 14 1/2" MAX. O.C. VENT HEAD & 4.„QIxL_Y • Shoot 3 m 13 •••• • • •••• Ocospov XX" & "XOX" ELEVATIONS • ALUMINUM CASEMENT WINDOW, /R'AZ`t 6 sralcre 7046 -8 • D •••• • • •••• •••• • • • • • •• • • • •• . • • • • • •• • • • SEE MEETING RAIL/DETAIL TXP. (2) 14 1/2" MAX. O.C. TYP. • • • • • •• • 69" MAX. - DAYLIGHT - OPENING a, 76" MAX. HEIGHT Lucas A. Turner, P.E. • • PE #58201 • • Mechanical • • • • •••• •••• • • • • • • • Ray* er F.K. F.K. Road ay F.K HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL Daley 325/03 Dan: 623/05 MM' 7/10/03 0 RaWMa C R.ri.gnw 0 hewn 90 Dote, h"c*ader. Dan: F.K. 12/17/02 F.K. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) C 13" MAX. O.C. 4" MAX. �. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. -- DAYLIGHT F— OPENING DAYLIGHT OPENING �\ 1--- -1-13" MAX. O.C. 14 1/2" MAX. O.C. VENT 4" MAX. - HEAD & SILL ONLY 37" MAX VENT 60" MAX FIXED CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL 6 HINGE LOCATION NOTES CHANGE MAX. HT. TO 76' AND MAX. DLO TO 69' •••• ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES0 • • • • 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 i r T VLdrliljbLjeBerrcr SolosAbtlet CA -740 ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING NTS NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 76" MAX. HEIGHT 4 13 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) • • • • • •• • • X " , " O " , XO & "OX" ELEVATIONS • • • • • • ALUMINUM CASEMENT WINDOW, 4MO?4GT• u..+v Ra • • • 7015 -8 • D •••• • • •••• • • • • •• • •• • Z . i••• • • •.�•(� ( / off -•••• •• • • • • • • •• • tucas A. Turner. P.E. • PE #58201 • • • Mechanical 69" MAX. DAYLIGHT OPENING L/C 1 P11L \ _SHT.3.___ \_ TYP. (4) C 13" MAX. O.C. L 4" MAX 4" MAX. � L 0 (--- -1 13" MAX. O.C. • • • • • •• • UAYLI(.511I. OPENING •••• •••• • • • 76" MAX. HEIGHT • • • • • • • • • •• • •••• •••• • • • • • • • 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 _70.0 -83.2 70:0 -81.7 70:0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 - 70.0 -90.0 -70.0 -90:0 70:0 -90:0 70 :0 =90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26 1/2 A =90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E I -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01 -90.0 70.0 i -90.0 70.0 -90.0 70.0, -90.0 70.0 -87.8 70.0 -84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 rummy Wimp w� 8e A tt� 6,p•„� .; • / v 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) . ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 • •••• • •••• TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 X •- • • I I NOTES: A - •••• •• • • • • • • • -✓" • • • • • • • •-• • • • • • • • • 'Lucas Turner, P.E. • N. PE #58201 • • • • • Meanical ch 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. •••• • • Rand 9y F.K. Dew 3125/03 R"wiae: 0 ADO GLASS TYPE ETO TABLES 1&4 - Visibly Better tw."yuen. PRESSURES- XCONFIG. WINDOWS. • Rrvae 6Y F.K. 1 7/10/73 7 /1 R..w,.: C NO CHANGE THIS SHEET TECH O O YDR /E L NTECH 1070 O 534275 P.O. OOK 1329 NO ,,F L34274 ^°" • � i . � ALUMINUM CASEMENT WINDOW, k /� `� -� Q R"uM a F.K. p,",,,, K. F.K. 0/23/75 c 72 . 117/02 R..vnv: D c''''''" c''''''" REVISE ANCHORS d ADD 7r HEIGHT OPTION I A CA -740 _ NTS s..r 5 > 13 • • • °'""'°"" • 7845 -8 • R '" D • • • • • •• • •••• •••• • • • • • • • TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XX "SIZES UPTO74 "WIDEx63 "HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX "SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 a NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. R•v.0 By: F.K. CAW. 6/23/05 RM.bn: D Th. B 0* CMCN4 By One. F.K. 12/17/02 REVISE ANCHORS 6 ADD TABLES 76' HEIGHT OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 VLoiby Boner CA -740 NTS 6 e 13 • • • • • •• • • •••• • • ••. • PRESSURES - XX CONFIG. WINDOWS • • • ALUMINUM CASEMENT WINDOW, 4110/i4GTe a...ro Ra • • • 7x15 - 8 • PRODI LT REVISaD as Weft OA I , Flails A•eoLava M-112.411 •••• • • •••• • • • • • •• • •••• • • :: • • • • • •• • 'Lucas A Turner, P.E. • PE 658201 • • • • • Mechanical • -- WIDTH 37 43 48 53 1/8 57 60 64 68 72 74 A A A A A A A A A _ _HEIGHT- - - - - 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - POS - 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 -- - NEG - -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 - POS - 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 _ -- 36 -- - NEG - -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 - POS - 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 - NEG - -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 - POS - 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 - NEG - -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 - POS 70.0 65.5 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 57 NEG -75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60 NEG -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 70.0 70.0 -45.2 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 _ -38.6 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 • • • • • •• • •••• •••• • • • I I I • • • • 37 39 1/2 42 74 84 B,E C,F A -8,E- -75.0 -90.0 -75.0 -75.0 70.0 70.0 70.0 - 70.0 -75.0 -90.0 -75.0 -75:0 70.0 70.0 70.0 - 70.0 -75.0 -90.0 57.8 -75.0 70.0 70.0 67.8 70.0 -75.0 -90.0 -62.1 -75.0 70.0 70.0 62.1 70.0 -75.0 -90.0 =55.7 -75.0 70.0 70.0 55.7- 70.0 -75.0 -90.0 -49:8 -75.0 70.0 70.0 -49.8 70.0 -75.0 - 90.0 =46.9 -75.0 70.0 70.0 '46:9 70.0 -75.0 -90.0 -43.6 -75.0 70.0 70.0 43.6 70.0 -75.0 -90.0 -41.1 -75.0 70.0 70.0 41.1 70.0 -75.0 -90.0. -38.6 -75.0 -87.4 -44.3 70.0 70.0 38.6 70.0 70.0 44.3 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 70.0 -70.0 38.5 70.0 70.0 41.9 -55.01 -55.01 55.0 = 55:0155.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 -90.0 -53.4 45 48 50 1/2 53 1/8 54 5512 57 58 12 60 90 96 101 106 3/8 108 111 114 117 120 C,F A B,E C,F A -75.0 -88.2 -48.6 B,E C,F A 70.0 70.0 48.6 B,E -80.9 -46.9 C,F A B,E -75.7 -44.2 C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 43.4 -75.0 -90.0 -42.2 -75.0 -90.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 -75.0 -77.1 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40.4 -75.0 -67.3 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 46.1 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41.3 70.0 70.0 42.2 70.0 69.0 40.4 70.0 67.3 -75.0 -90.0 -50.9 -75.0 -75.0 -75.0 -71.1 -43.4 -75.0 -75.0 -75.0 -66.7 -40.2 -75.0 -63.3 70.0 70.0 70.0 50.9 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 39.2 70.0 63.3 -90.0 -50.0 -75.0 -90.0 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -422 -75.0 -66.5 -41.9 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -75.0 -59.1 70.0 50.0 70.0 70.0 47.5 70.0 70.0 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 37.6 70.0 59.1 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -75.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 70.0 57.3 36.7 70.0 -75.0 -42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -35.5 -71.0 -53.0 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 -70.1 -42.2 59.1 37.2 70.0 36.7 -68.4 -412 70.0 55.9 36.1 70.0 54.5 35.5 70.0 53.0 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -72.4 -35.9 -57.3 -71.8 -56.4 -70.8 -54.8 -34.8 -34.2 -69.6 -53.2 -68.4 -51.6 -33.7 -87.4 -50.0 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 -57.3 -36.7 -73.3 51.6 67.4 50.0 -51.11 51.1 -45.21 452 -64.9 -39.2 -75.0 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. F.K. F.K. Amstar Oman By: F.K. Dow 8 ADD GL4SS TYPE E TO TABLE 15 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD nr HT. OPTION 1070 TECHNOLOGY ORA/E NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 P T" Visibb. Better dttalesAbdot CA-740 NTS • ALUMINUM CASEMENT WINDOW, Affig6G; PROISKTIMVISED Baddhq 0E6 • • • • WIDTH WIDTH NEC POS NEC POS NEG POS NEC ,„ v POS _NEG -POS NEG POS NEG V POS NEG POS NEG POS NEG POS NEG POS 37 55 1/2 A - 75.0 _70.0- - -75.0 70:0 - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 48 -- 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 • 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO "or "OX" & "1/3- 113- 1/3XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1 -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 a NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. wwBy: F.K. R..Way. F.K F.K. Man BF F.K. 325/03 barn 7/10/03 6/23/05 Darr 12/17 /02 B C 6.4510nr D ctiaaBy. ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION 0b 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pc Visibly Better PRESSURES- XO, OX, & 1 /3- 1 /3- 1 /3 XOX WINDOWS � ALUMINUM CASEMENT WINDOW, 4M4 GZ B■aaabNt CA -740 NTS 8 d 13 • • • • • •• • • •••• • • •••• oa"aa • • • 70x5 -8 • nor D •• • • • • •••• • IV IN • . • • • • ■ • • • .• 4722, ( /GiS:••• • • • • • • • •• • Lucas A. Turner, P.E. • PE 056201 • • • • • Mechanical • • • • • •• • X 0 0 X •••• •••• • • • • • • • 86.919 24 38.919 _ A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2. -36.9 -36:9 - - --- - - B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -70.0 -75.0 - 70.0 - -75.0 - 70:0 -75.0 70.0 -75.0 70.0 -73.8 70.0 . C,F_ -90.0 -70:0 -90:0 - 70:0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.0 55.0 -55.01 55.0 -55.01 55.0 - 95.973 27 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 - 55.0155.01 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 - 55.0155.0 108.649 30 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 -52.21 52.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 -63.1 63.1 - 55.0155.0 -55.01 55.0 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.6 38.6 - 36.6 36.6 - 50.9150.9 -47.71 47.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -88.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 122 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 -52.11 52.1 - 47.7147.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C.F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 - 60.5 60.5 -57.9 57.9 -55.2 55.2 -51.51 51.5 - 47.2147.2 - 44.0144.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 - 48.7 46.7 -43.1 43.1 -41.6 41.8 -40.2 40.2 -38.7 38.7 - 36.9 38.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 .70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 - 50.1150.1 - 45.8145.8 - 43.0143.0 130 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 88.6 C,F -90.0 70.0_ -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.8 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 -48.11 48.1 -43.91 43.9 - 41.9141.9 130.378 36 58.378 A -74,3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C.F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 -48.01 48.0 -43.81 43.8 -41.81 41.8 134 37 60 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 - 36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 46.31 46.3 -42.81 42.8 -40.81 40.8 TABLE 12. "3(0" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3 /16 "1-1S,.090,3 /16"HS) ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 3 ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND 7" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1 -90.0 1 70.0 XO" & OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. /U.V I - OV.uI /u.u. -MI .vl /u.0 -ou.uI IU.V1 /U.V1 IU.v I-UV .VI 10.0 - 90,0 I V .0 OD.,I DO .1.1 -00.DI 00,0 '00.0 I TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL4607, FTL-4608 GLAZING OPTIONS: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16"HS,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH I -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Ronde,: F.K. Rw.d ey F.K. 14.".e ar. F.K. Dray F.K. 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 3 Dote: 7/1(/03 Dote: 6/2305 Dote: 12/17/02 R.w.a B R.W4u: C ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET R.vtrbv D CHANGE ANCHORS AND ADD 76 HEIGHT OPTION Grk.d Oy b>' 1070 TECHNOLOGY [RIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. XO OX 8PXOX ALUMINUM CASEMENT WINDOW, 11$0R4GZ CA -740 NTS a 9 - 13 • • • • • •• • • •••• • • •••• • • • 7M15 -8 • RD 0 UNEQUAL LITES 0 X UNEQUAL UTES PRpsC( REVISED 001 is F1w1� •••• • • •••• • • • • • •• • • • • • •• • • • • • •• tucas A. Tumor, P.E. PE 658201 • • • • Mechanical • •• • • •••• • • • • • •• • •••• • • • • • MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT 80 (Sth Sh I. 3) 80 U U _ I __ __MAX. WIDTH (SEE- SHT F.K. Pm 0 F.K. Chu.: 6/23/75 0414 12/17/02 ADD 13/16' I.G. GLAZING BEAD ITEM SHOW TOP HINGE CHO SHT. NO. REF. AND ADD ITEM 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 7529 NOKOMIS, FL 34274 Vistby Herter SECTIONS ALUMINUM CASEMENT WINDOW,41M94GT HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) wyr MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX f REFERENCE "XX "FRAME ASSEMBLY DETAIL, SHEET 11 ••• • • • • • •••• • • • • • • -- rrrr -- • • • •• • • •••• • • ••• • • •' • • • •• • rooDU(1 REVISED o•Nephie• with IM Arlr 111013aa col. Aas4i ue. IVo -1 %Z. Dae D•ls Ynlaet UMW ••• • � ••• � /Vi•••• •• • • • • • •• •••• • • • • Lucas A. Tumor, P.E. PE #58201 • • • • Mechanical •••• • i • • • • • • • • • • • Ban d F.K. R...4 Sr F.K. Tmd By F.K. 0 By F.K. �1t t "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB T i - 7,10, ,,,„,,,„". "XO" & "XOX" FRAME ASSEMBLY DETAIL 3/25/03 0•: 7/10AT3 D•l.: 6/23/05 1 2 1 FRAME HEAD OR SILL R""mv: #8x1 QUAD PH SMS (2) PER CORNER NO CHANGE THIS SHEET NO CHANGE THIS SHEET RaWbm: 0 A00 ITEM 89 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL _IL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL OR BOTTOM RAIL PcT Visibly Barer MAT'L: 606346 6 DWG# 7071 .434" 2.854" .062" NOM. 1.159 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB. MAT'L: 6063 -T6 DWG# 7005A • • • • • •• • • •••• • • •• • • EXTRUSIONS & ASSEMBLY DETAILS • • ALUMINUM CASEMENT WINDOW,J, I ' j olwow. • • • CA-740 NTS 11 > 13 7045 -8 • NOM. I-- 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A I'ROBtICP UMW/ tr Oft Me a• owl • • � " • • •• • • •••• • ••• • • • • • • •••• • • • • • •• • ••••• • • • • •• • Rums A Yamer. P.E. • PE 958201 • • • • • Mechanical • • •••• • • • • • •• • •••• • • • • • 86 13/16" I.G. GLASS (I /8 "HS, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI '. (2) L1TES OF 1 /8 "1IS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 _ — -- — 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7 /16'LAMI)_7L16' LAM1=— -- — — -- -- — 3/16A & 3 /16HS GLASS WM1 AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16' I.G. GLASS (1/8"HS, AIR SPACE, 7 /16 "LAMI) 7/16" LAMI e 3/16HS & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) 9 10 1I —12— 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 5 52 53 54 55 67 68 69 70 71 72 7024 7026 — -7014— — 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 78X78PPSMS 7858ZA 710xl2FP 6TP247 6I63K 61635K 60976 78x I2PSTWB 67004 7I2XIPYT 711573 7FLDHD MAXIM MULTI -POINT LOCK , LOCK SUPPORT PLATE #10-24 X .562 P11. PN. TYPE F MULTI= LOCKKEEPER (R:1L & #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE IHAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 410 X .500 PH. PHL 5/16" LAMINATED (I /8A & I /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (I /8HS & I /8HS GLASS) .090 INTERLAYER - SOLITHA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /l61-IS & 3 /I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTI -I SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASSN. TUBE #I2 X 1" PH. PHIL. TEK LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE Kane By F.K. Re. By F.H. F.K. ' F.K. 3/25/03 Dm: 7/10/03 m. 623/05 m. 12/17/02 7009 8 Flavlas 0 Grrid B7 ADO 13/16" I.G. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET ADD EQUIV. TO ITEM 44. SILICONE AND ADD ITEMS 87, 88 AND 89 Dab: SASH LUKNEK KEY 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 0 41.1 .706" I .865" .050" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" --.1 .050" Visibly Berm". 41 GLAZING 7/16" GLA BEAD ® MATL:6063 -T6 DWG# 7042 Pc�T .865" .040" 1.000" .423" � 1-- C I CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 PARTS LIST & EXTRUSIONS C4 -740 NTS 7 993" Fr .289" .040" ---I I--.172" .870" 1I .050" F- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" 12 < 13 0 CASEMENT FRAME ASSEMBL' 'rive • MAT'L: 60 i!-Te • • DWG# 70041 • "a"" • • • 7 45-8 • • • • • • •• • INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 ALUMINUM CASEMENT WINDOW, D •••• • • •••• 11P II IP • • • •• • •• • • • • • •• •••• • • • • • ..l "I'z l /G • • • • •lucaa A. 1Lme.% P, E. • PE #58201 • • • • • • Mechan 1 • •••• • • • • Raw ay: F.K. Rawa by: F.K. R«.a br: F.K. omw. ey F.K. Dec 3/25/03 0.r: 7/10103 623/05 12/17/02 OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK R. Revisions: C D CKVm by NO CHANGE THIS SHEET NO CHANGE THIS SHEET JCC IYV 1 C Y OPERABLE UNIT FRAME TO CONCRETE REVISE NOTES AND REMOVE 3/18' TAPCONS & 914 SCREWS 111 SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A SEE NOTE 4 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1/4" MAX. SHIM £SEE NOTE 1 PGT uidbly ecrrcr 11/2' MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK • 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPNING. • 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. • • • SEE SHEET 1 FOR SPACING. • • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x•4A'®9NI• BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR• i•• GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORI1/ • • HAVING JURISDICTION. • • 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. •••• ANCHORAGE DETAILS NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. •••••• • • ALUMINUM CASEMENT WINDOW,111ig4Q • • • CA -740 NTS 13 > 13 7445 -8 • D • • • • • •• • •••• •• • • • ' • • •• • • - _„_1 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK •• • • • • •••• • --r• rr • • • • • ••• • • • t 0;-z ( /de • • Lucas A. Turner. P.E. • PE 4158201 • • • • • Mechanical •• • • • • •••• • • • • • Y • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. f+1l JW - ` 6 1 O • TAX FOLIO NO1 l .3Z%' D14 - -2.81 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1 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 propert and street/address:� 1 m 1 $' "' &C 3 Pe i 0 -3-2 Lam 4_ 1 Z Lc ..." 1G &_,X ( i a S 12E. 7 S. 00o X i 43 4, I .5...5 4- a 0397 1 796 f,.i •Is S1 N i G m) • — ilk. riee 2. Description of improvement: rnpOc+ Wi n OWS 3. Owner(s) name and addressPG Y I A a Interest in property: ,I Notary Public Print Notary's Na My commission : xpires: 123.01 -52 PAGE WI THE HARV By Name and address of fee simple titleholder: ontractor's name land address: +4Y C 1 • 4-G'ri't c a F `IciS c=i• s-r . 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7,13.13(1)(a)7., Florida Statutes, Name and address: 1, 1 J p 8. In addition to himself, O wners 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 differer9date is specified) Signature of Owner Print Owner's Name 4 "' Sworn to and subscrib -d before m- this Z day of 4 'Yorleny Hernandez OUtllttlii;siof1 # DD476455 spires, SEll 27, 2009 Bonded That Arlent&F Bonding Co., Ins, STATE OF FLORIDA, COUNTY OF DADE l HEREBY C4RT/FY that this is a trues�npy of the original fi (n this office on OF day of , A D 20 yhand and Official Seal. CLERK, oft rant and County Courts date is 1 111111111111111111111111111111111111111111111 (:FN 200680623983 OR Bk 24609 F's 01008► (113s) RECORDED 06/08 /20016 14:59:24 HARVEY RUVIth CLERK. OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 79S" qLr V/72& n /19/.01.y); fir 33/3e year from the date of recording unless a Prepared by (-- (C►r1 P rnci (*., Address: ICS " 2 M I CS mi S ) 53 1 °a I I I 1 Passed Inspector Comments Failed 1 I Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. 1 until I Inspection Number: INSP- 2 6005 Inspection Date: 09/06/2006 Inspector: Grande, Claudio Owner: DUBOFF, PATRICIA Job Address: 795 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Tuesday, September 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL SEP 0 6 RECO 'Kermit Number: WS -6-06 -1510 Permit Type: Windows /Shutters Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number (305)758 -7402 Parcel Number 1132060142180 Lot: Page 1 of 2 BETWEEN 10 -11 AS PER CLAUDIO GRANDE NO ONE HOME AT TIME OF INSPECTION, 11 AM 8/28/06 CG. ' 1 1 1 I Passed Inspector Comments Failed r Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. 1 1 1 1 1 until inspection Number: INSP - 1;9065 Permit Number WS -6 -06 -1510 Inspection Date: 08/28/2006 Inspector: Grande, Claudio Permit Type: Windows /Shutters 2 9 IET Inspection Type: Final Owner: DUBOFF, PATRICIA Work Classification: Window /Door Replacement Job Address: 795 95 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Deaartment Comments Monday, August 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number (305)758 -7402 Parcel Number 1132060142180 Lot: Page 1 of 2 53917 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date_--------- O.otober._1O, . , 19__ Owner's Name and Address Dr, Sheffield Wright No._ 795 street___N,___E_a_ 95th__S_t.a. Registered Architect and /or Engineer Carr Smith $e AssQOiMe Name and address of licensed contractor JALCO, INC. - 741 N. W. 54 Street,_ Miami, Florida 33127 Location and legal description of lot to be built on: Lot__ Block Subdivision Street and Number where work is 'to be done State work to be done and purpose of building (by floors)._ zeaidenste_a and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $_1.9_aQ0 Amount of Permit $_.5.RQO Zone cubage required _Plan Cubage Distance to next nearest building _ ____ __________ Size of Building Lot Maximum live load to be borne by leach floor___ . I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to i actftte - Supervisor, AJAWO,_.. 7111___ 14 ,--- 51� Street Fla. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florid. Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -co actors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site o e work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work , . performed ' nder this permit, as are licensed by Miami Shores Village. Remarks__ _ (Signed )__JJALC'O, INC_._ _byi STATE OF FLORIDA, 1 COUNTY OF DADE. J ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Chairman Member Member -_ Council Approved - - - - -- - - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, 'that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him state} are _7 i ,(4e) — Permit No. ' ate ad, Sworn to and Subscribed before me. Disapproved C / a ate_ ( Signed) =� I . Building Inspector y Commission Expires PLAN G BOARD__ DATE Member Install aluminum fold — down awnings on rear of Member Member _Date Disapproved Notary Public, State of Florida Meow- Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. ' Mr Owners Name and Address . >/ HT Member ...... Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure! herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ,�) t_L ..... / Date..._.... - -.5! •• t'l. _�_..__ 19 .... No. .....1...9_. S..ff . Registered Architect and /or Engineer ...,•,:,, : :,,,,,,,,,,,,,,,,,,, _. P P.r4Q - y 1 5:2/ Alt& .. /.1 Name and address of licensed contractor.... Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 7..6_ !1e f--- State be done and purpose o building (by floors). l PLANNING BOAR r2;2 ‹tek .«.- 272 !o • saw c-� j and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / To be constructed of Kind of foundati n R Covering Estimated Total cost of improvements $ j� Amount of Permit $. r] Zone cubage required plan Cubage Distance to next nearest building ! Size of Building Lot Maximum live load to be borne by ,each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under theFlorida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subco ctprs, oq work to performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him staled ar true. Permit No._ __ �f 1 Date ce:%'— r6-7 — Read, worn to and Subscribed before me. Disapproved ate .__._ r v (/ Notary Public, State of Florida (Signed) Building nspector My Commission Expires DATE to me well known, Chairman Member Member Member Member Date Disapproved Date NOTE: A ( of $1.00 will be made for making corrections or changes to this application after approval has kern obtained from the Planning Board. A re in.pcction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 11 Type lnsp'n eF16 5r)(ii-le Permit No. 6 Poq iOI Or Name 2,C Address 1 NIL q5 M- Company Pf 10Y fly COn Phone # Inspection Date tt q Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 016 1 Type In §p'n { 64� �I ro I 5 h V 1 yS Permit No. 6 Po -h - x)1 d y Name 0.0 Address 1 G 3 Company Y' g lot( 14 y lion . Phone # Inspection Date 11 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date" rr ) 1 - Type Insp'n W ' N OnCAi C S Correction Re- Insp'n Fee ❑ Permit No p c Name DU�Q S Address ` � I \ q J S+ Compan ( 1 c� t'Vc.( Phone # Inspection Date '5\3 MIA M I•DAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Dora1um Corporation 7040 N. W. 77 Tcr'.racc Miami ,FL 33166'. roomer CO :Y!'ROt. DIVISION Your application for,Notice of. kcceptance (NOA) of: (ins) 375-2902 FAX (305) 372-6339 Series 100 Outswing Aluminum Patio Doors w /Sidelites under Chapter 3 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the- Miarni -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this ' product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or• material immediately. BCCO, reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. - ACCEPTANCE NO.: 0l- 0724.11 EXPIRES: 09/14/2006 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BC O and approved by the Building Code and Product Review Committee to be used in Miami -Dade Count , Florida under the conditions set forth above. § <y e ;l i g ffl Francisco J. Quintana, R.A. Director Miami -Dade County Building•Code Compliance Office APPROVED: 03/30/2001 11 ; 6 ' , pc 2000lltemptateslnatice acceptance co'.er page.dot MIAMI-DADE COUNTY. FLORIDA • METRO -DADE FLAGLER BUILDING BUILDING CODE COtMIPL!ANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST I'H.AGLER STREET, SUrrE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 co,NTItAC-rott LICENSING: sEcrioN (305) 375 -2527 FAX (305) 375.2553 CONTRACTOR EN NI ENT DIVISION (305) 375 -2966 FAX (305) 375.2703 Raul tcoariguez Chief Product Control Division • Doralum Corporation p ACCEPTANCE No. : 01-0724.11 APPROVED : AUG 3 0 2001 EXPIRES : September 14. 2006 NOTICE OF ACCEPTANCE:' SPECIFIC CONDITIONS 1. SCOPE i 1.1 This rcncws the Notice of Acceptance No. 98-0611.03, which was issued on October S, 1998. It approves ,an outswing luminum patio door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition • for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC.. Chapter 23, do not exceed the Design Pressure Rating values indicated in the Approved drawings... 2. PRODUCT DESCRIPTION_ 2.1' The Series "100" Outswing Aluminum Patio Doors with Sidelitc, and its components shall be constructed in strict compliance with the .following documents: Drawing No: W93 -53, Sheets 1 through 4 d,F4, titled "Series 100 Alum. Swing Door w/ Sidelites," prepared by manufacturer, dated 07/31/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade; County Product Control Approval stamp with the Notice of Acceptance.numberand approval date by the Miami - Dade County Product Control Division. These documents shall hercinaftcr..bc *referred to as the approved drawings, 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with. or without. sidclitcs, as shown in approved drawings. Single door units shall include all components described in the active leaf or this approval. 4. INSTALLATION 4.I The outswing aluminum patio doors and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: • 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings. as identified' in Section 2 of this Notice: of Acceptance, clearly marled to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida 13uildi Codc (SFDC) in order to properly cyaluatc the installation of this system. Mani. I Perez; P.C. Product Contro ' miner Prod ontrol Division Doralum Corpoation APPROVED : AUG 3 0 2001 EXPIRES : September 14, 2006 ' OF ACCEPTANCE: ' STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the • original submitted documents, including test - supporting data, engineering documents, are no olcler than eight ( years. '.. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. Rene\ials of Acceptance will not -be considered it a. There hasAbeen a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If thc.Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. - - d. The engineer who originally prepared; signed and scaled the required - documentation initially submitted, is no longer practicing thc engineering profession. , • 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically bc cause for termination or this Acceptance, unless prior written approval has been requested (through the filing of a revision, application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product. for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by thc words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shall be . provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job:site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section or this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acccptance consists of pages 1, 2 and this last page 3. ENI) OF TIIIS ACCEPTANCE 3 ACCEPTANCE No. : 01-0724.11 Manu Perez, P.E, Product Cont •i■q aminer Prod ontrol Division • ` r •M IS JADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Cury -A -Tech Corporation 930 W. 23 Street Hialeah ,FL', 33010 Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE. NO.: 01- 1023.02 • • EXPIRES: 11/12/2006 APPROVED: 01/24/200 o) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGL"TR BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 Iv1IAIv1I, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305)375-2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series 300 (S.T.D.) AIuminum Single Hung Window - under Chapter'' 8 of the. Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite' or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspe id the use of such product or material immediately. BCCO reserves the right to revokethis approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Raul Rodriguez Chief Product Control Division THIS IS lab, COVERSEEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s0450001 \pc2000 \\templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com `• Homepage: http : / /www.buiidingcodeonline.com Curve -A -Tech Corporation • ACCEPTANCE No.: 01- 1023.02 APPROVED: Janu 24, 200 EXPIRES: November L, 2006 ■ NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE ' 1.1 This renews Notice of Acceptance (NOA) No. 98 -0513.06, which was issued on November 12, 1998. It renews the approval of a single hung aluminum window, as described in Section. 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, ,do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "300" Aluminum Single Hung Window and its components shall be constructed in strictzompliance with the following document: Drawing No W98 -25, Sheets I thro,ugh 5 of 5, titled • "S -300 Aluminum Single Hung Window," prepared by Al Farooq Corporation, dated 3/25/98 and revised on 10/15/01, signed and sealed by Humayoun Farooq P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by ..the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. - INSTALLATION 4.1 The aluminum single hung window and its components - shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any 'other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Raul Rodri ez, Chie • Product ControlJDivision Curve -A -Tech Corporation ACCEPTANCE No.: 01- 1023.02 APPROVED: January 24, 2002 EXPIRES: November 12, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. • Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Iviiami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals'. of Acceptance will not be considered if: a) There', has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; - , b) - The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose.', 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of,Acce Acceptance consists of aze p p __s 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Raul Rodriguez, Chief Product Control Division D. L. OPENINGS 21 -1/2' DAY LIGHT OPG. DIMENSIONS 1/1 WDY. WINDOW WIDTHS 19 -1/8' 26 -1/2' 37' 32' 53 -1/8 D. L. OPENINGS 9 -3/4' 15 15/16' 22 - 1/16' 24 -3/4' 28 -1/4' 33 -7/8' M FALSE MUNTINS (SURFACE APPLIED) • MAY BE USED 0 W 0 z e a 0 J 0 5.3 1/8 WINDOW WIDTH 48 1/8' D.L OPG. (FIXED) II 11 II II .. 11 - II II II /. /2/, II JLL� JL SS TYPE;1 - - - EE CHARTSII 11 1; 11 II II I I I I II 48 1/8" II II II /; II II II II I D.L. OPG. (VENT) 50 1/4' VENT WIDTH TYPICAL ELEVATION 1 OVER 1 _ TESTED UNIT 1' 4' MAX. 0 W s O z C cn TYP. HEAD /SILL FALSE MUNTDVS (SURFACE APPLIED) MAY BE USED CENTER ANCHOR AT HEAD S. SILL REQUIRED QN VIDTHS GREATER THAN 30' ONLY _ DAY LIGHT OPG. DIMENSIONS TRUE COLONIAL !DT. D.L. OPENING MAX. WIDTH = 11' D.L. OPENING MAX. HEIGHT = 13- 7/16" 53 1/8' WINCOW WlCrri 48 1/8' D.L OPG. (FIXL) VENT WIDTH TPtcA, z,Ano OVER i T TESTED U l`; tT • En91 OR. MUMAYOUN FAR= STRUC1i JRES FLA. ?E 16357 OCT 1 6 2001 TRUE MUNTINS CENTER ANCHOR AT HEAD & SILL REQUIRED ON WIDTHS GREATER THAN 30' ONLY 1. 2. 3. 53 1/3' WINCCW WIDTH 11' 0.L. OPG. 50 1 /4' VENT WIDTH TYPICAL t FVATt N TRUE COLONIAL TESTED UNIT NOTES: THIS STRUCTURE IS DESIGNED AS PM THE SOUTH FLORIDA BUILDING CCOE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS. MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. - ANCHORS SHALL BE AS USTED SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE M ATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOWS SHALL BE PROTECTED BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS PRODUCT RENEWED ACCEPTANCE No. I MA ON D B CT CONTROL DIVISION BUILDING CODE COMPLIANCE. OFFICC • 0 W O z 0 W La- 4' MAX AX . rrP. HEAD /SILL 0 0 z (0 z c3 z 0 0 c 0 L U o z 1 o 0'3 Q cL cr N cn I z , n ., 0 0 a O Y, ▪ 0 0 z 0 • =1 =1 C e s 0 a 2 • •5 0 0 0 1+5 a V drawing no. W98 -25 sheet 1 of 5 )I COMPARATIVE AiNALYSIS CHART SERIES -300 ALA SINGLE HUNG WYDOW - r--�. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NUMBER OF ANCHORS /JAMB 1 OVER 1 DSB - ANNEALED GLASS 1 OVER 1 3 /16 "- ANNEAT.FD GLASS 1 OVER 1 1 /4 "- ANNEALED G LASS TRUE COLONLAL DSB - ANNEALED GLASS WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. C +1 1NT, (-) EXT. C +) INT, (-) 19 -1/8' 26 -1/2' 37' 53 -1/8 26' 4 55.3 78.0 55.3 125.0 55,3 167.0 - 53,3 78.0 '• 4 55.3 78.0 55.3 125.0 55,3 167.0 160,5 53.3 78.0 4 55.3 78.0 55.3 125.0 55,3 - 53.3. 78.0 4 55.3 77.7 - 55.3 was 55,3 105,8 -., - 53.3 = -� 53,3 78:0 19 -1/8 26 -112' " 37' 53 -I18 38 -3/8' 6 55.3 78.0 _ - - -- 553 _ 553 167,0. ,78.0 125.0 - 6 55.3 78.0 55.3 125.0 55,3 167.0 53.3 78.0 6 55.3 61.9. 55.3 122.0 55.3 122.0 _ - - 533 78.0 6 44,8 44.8 • 55.3 76.8 _ 55.3 76.8 53.3 . 70.7 1.9-1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' 6 55.3 78.0 55.3 . 125.0 55,3 167,0 - .. - 53.3 - -- 78.0 6 55.3 - 76.8 55.3 125.0 55.3 167.0 . 532 78.0 6 55.3 57.8 55.3 92.5 55.3 104.1 53.3' . 78.0 6 33.1 • 33.1 - 55.3 62.6 55.3. 62.6 •53.3 55.4 . - 19 -1/8' 26 -1/2' 37' 53 -118 56' 6 55.3 78.0 55.3 . 125.0 55.3 167.0. • 53.3 - 78.0 6 55.3 69.9 55.3 123.5 55.3 156.0 "., '. 53.3 78.0 6 52.3 52.3 55.3 84.3 55.3 99.6 . 532 78.0 6 34.2 • 34.2 55.3 57.3 55.3 . .58.6 -. 518 - 50.8 19 -118' 26 -1/2' 37' 53 -1/8 6 i 6 55. 78,0 55.3 125.0 55.3 167.0 53.3 78.0 6 55.3. 63.1 55.3 106.8- 55.3 138.7 53.3 78.0 6 47.6 47.6 55.3 762 55.3 95:8 53.3 - - . 71.5. 6 32.4 32.4 50.9 50.9 - 54.5 - 54.5 46.0 46.0 19 -1/8' 26 -1/2' 37' 53 -1/8 74-1/4' 8 - - 55.3 • . . - _ 125.0- ._ -- _ _ - _ -55.3. -- -. 167.0 -- - -- - -- 8 - - 55.3 90.0 55.3 . 127,4 - - - 8. - - 55.3 66.7 55.3 83.6 - . - 8 - - 47.9 47.9 50.0 - 50.0 - - BASED ON FTL -1962 DATED 3 -16 -98 TEST SIZE = 53-1/8" X 63" (1 OVER 1) TEST LOADS = +60.0, -60.0 PSF DESIGN LOADS = +40.0, -40.0 PSF WATER INFILTRATION TEST = 8.3 PSF TESTED GLASS = DS8- ANf1EALED BASED ON FTL -1957 DATED 2 -25 -98 TEST SIZE = 53-1/8" X 74-1/4' (1 OVER 1) TEST LOADS = +75.0, -75.0 PSF DESIGN LOADS = +50.0, -50.0 PSF WATER INFILTRATION TEST = 8.3 PSF TESTED GLASS = 3/16 " - ANNEALED BASED ON FTL -1958 GATED 3 -11 -98 TEST SIZE = 53-1/8' X '63 (8 OVER 8) TEST LOADS = +69.0, -69.0 PSF DESIGN LOADS = +46.0, -46.0 PSF WATER INFILTRATION TEST = 8.0 PSF TESTED GLASS = DS8- ANNEALED Engr. OR HUkAYOUN FAROOC STRUCTURES FLA. PE jl 18557 162 ECPERA.TION DATEJV.A.Li, - Ada PRODUCT RENEWED AccEPTANCE o. of-/o L S. 0 Z BY fr ,A tRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE c 0 0 z 0 z c 0 0 M c cn 0 M1 c, C4 N 0 n 0 N 1 0 0 co z co O � m 5 c O c a c 8 0 V r re9 m d i N Et o 0 J a 0 1 - m 0 'a 0 c • 1 0 a a drawing no. W98 -25 (sheet 2 of 5 0 a a u a . 7/8' X 2 -3/4' OPEN CELL FOAM PAD AT EACH VEEP SLOT TYPICAL ANCHORS SEE ELEV. FCR SPACING •4 • • • 1 -3/4' X 3/16' VEEP SLDTS -•-4 AT 2 -L2' FROM EACH END • 6 • :s• : x 2 . SINGLE E tTNG WINDOW 1 OVER 1 TYPICAL ANCHORS � SEE ELEV. FOR SPACING W000 BUCKS NOT 8? CURV -A -TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYST AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS: INTO 2SY WOOD BUCKS OR WOOD 3/16' TAPCONS WITH 1 -3/8' MIN. INTO 1 BY WOOD BUCKS OR INTO 3/16' DIA. TAPCONS WITH STRUCTURE PENETRATION INTO WCOD MASONRY MIN. EMEED INTO MASONRY • • GT,AZI G 1t,�F'THOD• USE ADHESIVE BEDDING COMPOUND OH 1Q SEALANT NO. 051- HM -27.O 0R_EQUIVAL NT COLOR TO - MATCH GLASS & METAL FINISH SE_A • FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. OR EQUIVALENT 1 BY OR 28Y WOOD BUCK 1 Err OR2BY W000 BUCK - VENT VIDTH TYP. GLASS BITE 3/8' FOR 3/16' & r/4' GLASS 3/16' FOR DSB GLASS 1 O.L OPC. EXTERIOR VENDQV VIDTN Engr. DR. HUMAYOUN FAROOQ STRUCTURES Ft t PE # 16557 OCT 1 6 2001 WOOD DUCKS NOT BY CURV -A -TECH MUST SUSTAIN IMPOSED LOADS _ 'TYPICAL ANCHORS a�SE= ELEV. AND CHART 4 FOR SPACING b. • 4 , a • PRODUCT RENEWED ACCm 41-10 -0 2. EXPIRATION DATE N '46' 12 By / •• •DU -rCO • OL ' %IVIKON B • ' IG CODE COMPLIANCE OF7TCE z z W z In 8 n 0 cc O v, _••� W Z "1 0 o >" O < <� Ix Q, 0 -tt cc P- (n P - I z •• a z 1 W ) 0 0 z z r 0 0 T "7 0 07 ) m ce 0 ° • a e N N c0 t0 z 0' 'm. 551 W0 UN '`) � 1 CO I Q m 1 3� Car" Z i . 0 0 0 ‘. v C drawing no. W98 -25 sheet 3 of 5 I;El{ # PART # READ. DESCRL'TION RESLLRXS 1 C -3001 1 FRAME HEAD 6063 -75 (ALUM) 2 C -3002 1 FRAME SILL 6363 -T6 (ALUM) 3 C-3003 2 FRAME JAMB 6063 -T5 (ALUM) 4 C -3004 1 MEE ING RAIL 6063 -T6 (ALUM) 5 _C- . — —_ 1- SASH TOP RAIL 6.36.3-76. (ALUM) - - - -- 6 C -3006 1 SASH BOTTOM RAIL 6063 -76 (ALUM) 7 - - - - 8 C -3007 2 SASH SIDE RAIL 6063 -75 (ALUM) 9 - AS REDD. ASSEMBLY SCREVS # 8 X 1' PJ.4. PHILIPS CRS 10 C -3085 4/ VENT NYLON FAC GUI 2-3/4' FROM Z2 D5 t. AT ?4 SPAN 11 C- 3009 2/ VENT SASH LATCH AT 6 -1/4' FROM ENDS 6063- T6CALUM), V/ S.S. LEAF SPRING 12 3017 -G AS REQD. FIN SEAL PILE ULTRAFAB 13 C -3011 AS READ. WEATHER STRIP BULB VINYL VIBORG 14 - AS REQD. SILICONE BACK BEDDING OH 10 SEALANT QR EQUAL 15 - AS RECD. ALUM GLAZING BEAD ROLL FORMED ALUM. 16 - 2 BLOCK & TACKLE BALANCE 5/9' 3QX, BLANCE SYSTEMS OR EOUIV 17 C -3010 AS REQD. HQRIL MUNTIN 6063-T6 (ALUM) 18 C -3014 AS REQD. VERT. MUNTIN 6063 -75 (ALUM) TYPICAL ANCHCRS SEE ELEV. FOR SPACING e \ TYPICAL' ANCHORS SEE ELEV. FOR SPACING SINGLE HUNG WINDOW TRUE COLONIAL WOOD BUCK 1 BY OR 2 BY W000 BUCK "1 BY OR2BY 3/8' FOR 3/16' & 1/4' GLASS 5/16' FOR 0S3 GLASS 1 4.L ,_r_. 7flniL D.L OPG. Engr. DR. HUAIAYCUN FARCOD STRUCTURES FL. PE 1 16557 EXTERIOR VINDOV WIDTH O VENT VIDT -! TYP. GLASS BITE WOOD BUCKS NOT BY CURV -A -TECH MUST SUSTAIN IMPOSED LOADS - O.L. OPG. 1/4' SHIM MAX. PRODUCT RENEWED ACCE.P?', CE Ala 01-1 L'S. 6 Z- ' 'IRATION DATE A te, IQ 2 " 8y PRODUCT CONTROL DIVISION BUZZING CODE COM ?LJANCZZ_ OFFICE TYPICAL ANCHORS - SEE ELEV. AND CHART . a FCR SPACING 4 a 0 0 z z J z Cn z a 0 0 C!1 o I crcwing no. 1 1 W98 -25 (sheet 4 or 5 5. 5. 1 2.050 I .812 I x.062 L250 9 .062 L094 1.062 FRAME HEAD C -3001 6063 -T5 1-• L046 MF RAIL C -3004 6063 -T6 .984 -! 1.062 L624 .812 SASH ?OT T OM RAIL C 6063 -T6 .062 .750 I --- 2.062 C -3002 6063 -75 1.062 i .062 SASH SHOE RAIL C -3007 6063 -i5 L594 .062 1 1.500 1.312 -ci SASH TCP RAIL C -3005 6063 -76 1.600 .062 .812 2.173 .847 2.000 --{ .963 HOOK LOCK C -3009 6063 -T6 LL 1.376 --�{ .13E7F: - .500L- HORI7. MUNT1N C - 3010 6063-76 .062 --+ .812 -.i.500 VERT. MUN11N C -3014 6063 -75 L1261 .062 2.062 FRAME JAMS C -300.3 5063 -75 .062 .812 1.014 FRAME COB JER DETAIL .2k vFNT C ^R 7 D 1 AI L E1gr. OR. HUMAYCUN FARCCQ STRUCTURES FLA. P°_ # 16557 6 2001 MUNT1N COPING DETAIL PRODUCT RENEWED ACCEPTANCE Na LR,A:" 0�fr10 Z . 02 `.:C'ION DAT a cv n'J,L 12.2 a) BY ?RODLCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 0 0 z 0' z S W U z Z R 0 0 f sheet 5 or drawing, no. W98 -25 3 20 cc, eq isi Firrlizt 6 )/ 4 Pc) oPik- /0. C. ? 5't nit Ids. tn. ADAM PRODUCT CONTROL NOTICE Of ACCEPTANCE Florida) Vinci • System, Curl), 7U40 NW 77 Terr Medley , FL 331 \66 Your application for Notice of Acceptance (NOA) of: Series 100 Outswing Aluminum Casement Window under Chapter 8 ol Code of ivliami -Dade County governing the use of Alternate lvfateriafs ant! Types o Construction, and completely described herein, has been recommended for acceptance by the lvfiami - Duch County Building Cbcle Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below, BCCO reserves the right to secure th product or materialktt any time from a jobsite or manufacturer's plant for quality control testing. If th product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend tt use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Florid Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NU,; 01- 0924.05 EXPIRES: 01/03/2007 Raul Rodriguez Chit:il'roduct Control Division TIIIS IS THE GOVERSIIEET,SEE ADDITIONAL ('AGES roR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE .0 PRODUCT REVIEW CO1NINIr TEE This application for Product Approval has been reviewed by to BCCO and approved by the Buildiiit. Code and Product Rev Committee to be used in )Miami- e; ounty, Florida under the conditions se( forth above. I APPROVED: 01/03/2042 11sO4 O0011pc1000t1templateAnooci acceptance ewer page doe Internet mail address: postinaster @buildingcodeontinc,t:ont 10 30t/c1 31SI S MOQNIM t GI8Oid is~ MIAMI-DADE COUNTY, FLORA METRO-DADE FLAGLER 13UILDt (WILDING CODE CONI1'LIANCt•: O11:1' IIi'1'ItU.11:11)I: 1'I.: \Cil.l:lt ttt.ii.l)I: 14(4 WEST I I.,1(it.l ?It l'itl:t;l'. stil I'li I( 1I/1NR, FLORIDA 13130 -i 5 1 3051 373 -291)I FAX (303) 313.2i: CONTRACTOR 1.1('1• : \1I\(: - :( -, n (301 375-2527 FAX OW) 375•: CONTRACTOR 1:NIt)u(cI; IF :N•I' un'lsi( MS) 375.296i, 1:AN (J05)375-2' rIu CONTROL 91\'I \1( MS) 31S -2902 FAX (lug) 3724,. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Oflict; H h : / / P806908506 6E :80 600Z/91/L0 .4 Z0 39Vd Florida Window System Corporation ACCEPTANCE No.: 01- 0924.05 APPROVED: January 03, 2002 EXPIRES: January O3 2007 I I NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves aluminum casement window, as described in Section 2 of this, Notice of Accept designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -I County, (for the locations where the pressure requirements, as determined by SFBC Chapter 2? not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 100 Outswing Aluminum Casement Window — Non - Impact Resistant am components shall be constructed in strict compliance with the following documents: Drawing W01 -61, \,Sheets 1 through 5 of 5, titled "Series -100 Alum. Outswing Casement Window," prep by Al Farooq Corporation, dated 9 /14 /01 and last revision on 11- 21.01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp witl Notice of Acceptance number and approval date by the Miami -Dade County Product Co( Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with 1 approved drawings. 4.2 Hurricane ' protectibn system (shutters): the installation of this unit will moire a hurric protection system. 5. LABELIN 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: - 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation 6.13 Any other documents required by the Building Official or the South Florida Building Co( (SFBC) in order to properly evaluate the installation of this system. I s . 1 - 1 , 4 !shag 1. Chanda, P.E. Product Control Examir Product Control Division 31SXS MOQNIM vaI6O13 178b6908SOE 6E :80 E00Z /91/L0 • OPERATING VENT !VIM MOORS 1oEE ELM FOR SPACITC 10Y OR 261• •W00 BucKS Twat. ANOd6 SEE ELty_ r0R SP.CNC FIXED VENT rtFCIL KRCKORS SEE UN. FOR SR/C04 I6'1 OP OM MOW 111.03 J4 X 1 MR SMS 413'F10M0116 & 10' O.G J6 r l/r pp S14 • 3' PROP DOS 6 10• o.t. ort• S1RVCluRES (SrtR OR ram. IX um. MC*) Slt l ; rr • 16 1S WN. AiVIRNUM : AO63 -1! 1M. mom MOONS SEE art r0R SPACING TYPICAL MICICRS SEE COS. FOE SPMORS 19Y ORIY •Io01 Buck •000 BUCKS NOT Or FLORIDA 1.6tOOrrS. MUST SUSTRN LOADS wPOSEO BY C1A214C SYSTEN MO SRANSPER TNEI• 10 ME BVIDNG STRUCTURE. TYPICAL ANCHORS: STt Eat FOR SPAts1c )116' TAPC P i4t0 2SY W000 BUCKS OR WOOD STRUCTURE 1-3/B' MIN. PENETRATTON INTO WOOD THRU 1ST BUCKS 010 MASONRY OR 01RECTLY T NTO 1 -1/4' MN. WSW INTO CONC. OR WISONRY 3116' juraLsilzmugsjszed INTO METAL STRUCTURES (1 /t 111N. THICKNESS) (1/4' MAX. SHIN SPACE) 110 SO OR Sfif 0R911NC SCRF)IS INTO DADE COUNTY APPROVE0 MUU.IONS (NO SHIM SPACE) $B A1ANTS: ALL FRAME 1040 VENT CORNERS MD INSTALLATION SCREWS STALED WITH CLEAR /ALUMINUM COLORED SEALANT. c.v. op. 11HIR4TOM ru000 arzonacs 11A FE 1 1W7 DEC 14 2001 MASONRY owl_ h11 • OLIAMITT DtsCrPS2GN YA1 4AL YAXT. /Iuwucp /7014W 1 PY -0o1 4 fl11Y6 101,-14 - 2 N1 -411 1 ANT 6035 -11 - 7 P1410 1 CUM POET 344.7-73 - • a Ma - t ItiO .wYNNM ROLL FORAM S 2 ItA1D. fP1 & mow SOR3 TI. T6O p t 2-1/2 P61 616 O 4 • 34 6144 KM ASSWIY $ t4S ST. $1111 964 7 1 -1/2 P16 go - 1142 M K00 ry (.014 7 J00) w r 1330JI 4 1206 .s Eta . HEIR IVJI015147PMC 4111 t .750) wet u.2wa 0 • 2/ 1 16T 4 W MCC. At RP A ( 107600 1µ16Y. owe ./ (4)90 7/1 56 a 10 70061 2/ 4:111 MI TINS FA$ mug uax *0 a 17 1100 is IIAt DIM - 2/ 195 11177 MKS. AT RIWE 0116 DM t007 STw owe r/ (1 910 7 3/V SS SMS U a 0 �r 12 40003 1 *10 oP(M1YOt STIII 1U6 AELAgm R/ (2J N 13/r a la 17 - - .051 1,14171 OOARII 10;7 IL SIB - N - a Kw MD , 410 RYA01 C6rt161EU 1041 - TI - 33 P h " g i7 en 1 FIXED VENT 1TPC714. ANCHORS SU C.N. 50A PALMS yr lax 91111 00 I SMS • 7 FROM t103 1. Id D.C. TM. 934I/2 0 7 6'ROM tI a 10 0.1. TYP, SINGLE VENT WINDOWS OX DUAL VENT WINDOWS 1 /f• 1lµ7. MCA ANCHORS SCE ELL . 70R SPAC1t PPIKAILD AS CalPLYIG1NTY THE 1004 rtoNNIvlDIN 0010, lig AL264) or kiwi otOOXICONTICMOON Max ACCOU6ICE NO Ot - Ofz Y O S Lm r: 0t. 1wwr0L. 140000 RA. DEC 14 2001 } E g 0 u p } le 0 1. h 3 ; ^n -3$ 8 o ; il E c . R o drawing 110. WO1 -61 (sheet 4 01 5 1 r 0 H H Z 0 { 0) m S _►oS i�aui) '1*•1I3S o3ro1C0 MGl1/3,W4 M1Ytt 03W3S CLL srsteo3 3N3A D1N 31M1! lir 11)(21 T 33G Door., Iroul nw w ]NO3 8N 1N t DZSICK LOAD CAPACITY - PSF FORS 701. OS 01 XO I SFLCS 9766009 001 1 A6d101 AT 2AC1 0000 OF 1100ST 2 AI6C400S AT PALO 9174 OF 11009? 2/61' 40. 0.40 3/16' 17111. 01495 051 11100. CWS 3/61' 72960. 00459 OS1 60506. 996S3 M6D 4 6101010 01. (+J 1419 ( -) EXT. (4) 111. ( -) EXT. (4) ` 147. { -1 E1T, ( +) I 141. (-) EY7. (.) 149 h) 2 -1/2' 3Y 53 - 9/1' 74' 26' ( 103.1 120.0 1001 210.0 100.0 2101 100.0 2100 00.1 200.0 100.91 1200 1000 2101 1010 110.0 100.0 250.0 100.0 2904 100-0 120,0 100.0 210.0 100.0 2104 100.0 260.0 IpxA 2104 6000 101.0 1000 2600 1010 111,7 695.0 210.0 100.0 111.1 24-1/2' 37' 53 -1/6' 74' 26 -M (4) 1004 1200 1000 210.0 100.0 110.0 1069 110.0 100.0 210.9 100.0 120.0 1000 306.3 10110 2013 1060 1100 110.0 2100 100.0 101.6 1000 116.0 N00 1664 000.0 219.0 r 1004 , 176.5 76.7 71.7 1000 012 6004 . 123.1 100.0 • 956,6 1004 123.0 21 -1/2' 37' $3 - 1/r 74' S0 - 5/6- (5) 910.0 920.0 9000 190.7 100.1 290.7 1005 210.0 1060 210.0 1104 9204 11•.0 165.2 (00.0 40.2 1001 1100 MA 141.3 75.1 754 1004 1191 1000 612.6 5001 166.0 MA 5249 54.4 56.4 910 93.3 931 933 6000 124.4 100.0 933 26 -1/2' 37' 53 -1/6' 74' 6Y (51 100.0 120.0 100.0 9441 1010 1461 100.0 310.0 100.0 1651 1010 510.0 600.0 111.6 1000 1111 103.0 163.6 100.0 126.2 63.3 631 641 04.2 04.2 14.2 1010 124,7 933 031 417 41.7 67.5 67.5 67.5 07.5 600.0 . 1004) 75.0 730 26 -1/2' 37' 53 -I/6' 74 -4/4 (6) 1000 112.2 100.0 1.14.1 1004 112.2 100.0 9406 100.0 112.2 69.5 01.3 92.4 91.4 161 51.3 1002 106.4 - 013. 11.3 56.1 56.1 106 616 30.6 301 713 774 566 50.1 74' 36' 46' 60' 72' 14' (3) 100.0 120.0 100.0 110.0 100.0 2900 100.0 210.0 600.0 210,0 660.0 170.0 1002 210.0 100.0 2104 100A 210.0 9004 360.0 100.0 120.0 1090 260.0 900.0 260.0 100.0 ; 710.0 1000 310.0 1004 1000 100.0 2104 600.0 710.0 1090 2100 900.0 190.0 1090 120.0 100.0 7100 1010 202.3 1010 210.0 100.0 202.3 24' 36' 40' 60' 72' 36. (2) 100.0 120.0 100.0 7101 1000 210.0 1060 260.0 100.0 260.0 600.0 (20.0 600.0 260.0 100.0 260.0 6000 210,0 100,0 210.0 900.0 1200 100.0 193.0 100,0 103.0 100.0 193.0 100.0 663.0 2.2.4 931 100.0 154.4 100.0 154.4 100,0 1544 1004 154.4 70.1 ! 76.1 100.0 126.7 6000 126.7 100.0 420,7 6004 120.7 k n 9 . 51 k 46' (4) 100.0 170.0 600. 210.0 1200 2:670 1004 260.0 100.0 210.0 600.0 120.0 100.0 1514 100.0 150.4 100.0 210.0 100.0 175.9 04.7 947 100.0 175.7 100.0 121.7 900.0 190.6 1 600.0 142.9 61.2 66.2 100.0 1123 100,0 112.3 100.0 154.4 100.4 121,4 581 140 1040 102.9 600.0 1011 100.0 6207 (01.0 601.2 60 ' (5) 100.0 420.0 100. 0 171.6 100.0 971.6 1010 160.D 900.0 1901 100.0 120.0 600.0 121.1 1000 121.1 0204 111.6 100.0 1313 650 00.0 965 163 96.5 913 100.0 1429 600.0 107.3., 512 53.2 02.3 693 12.3 02.3 1010_ _122.0- - 91.5 -- - - 91.5 44.7 44.7 733 _73.5- - - 73:3 - 73.5 1000 1079 11.7 00.9 17, 72' (1) -100,0 110.0 900.0 140.4 100.0 1756 100.0 710.1 6010 1316 96.6 91.6 96.0 11.0 11.6 11.6 400.0 112.2 011 11,6 70.1 70.6 77.2 661 70.1 711 935 933 70.1 70.1 451 45.2 650 60.0 374 17.5 717 71.7 515 573 0051066 LOAD CAPACITY - ?SF 706 ( 1 } 56225 414906 6619, 3/66' AIM. 91959 0/66' TRIP. iLL39 092 14391. CLASS 11D1W 1400 EXT. (4) 147. ( -) 01. (4) - 1142. (-) 2X1. (4) 14T. ( -) 11 21 -1/2' 17' jC 600.0 120.0 100.0 2404 100.0 1110 1090 110.0 100.0 110.0 100.0 111.0 1011 106.0 100.0 210.2 000.0 591.7 16 -1/1' 76-1 /2' 77 30.3/1' (4) 1004 120.0 1000 ' 710.0 906.0 2100 1000 105.9 0010 2100 600,0 1119 71.7 . 747 100.0 1551 1000 117.1 16 /0' 26 -1/2' 37' 50 -0/4' (9) 100.0 1201 100.0 201,7 1000 _ 157.2 71.9 76.1 1100 150.2 1004 1347 54.4 94,4 1010 124.4 1001 53.3 (1 -4 /1' 26 -1 /2 . 9 37' 62' (5) 100.0 120.0 1100 41 1001 6201 616 121 100.0 124.9 137 0 1.7 41.7 497 9000 100,0 75.0 751 19 -1/9' 26.6/2' 74-I/4" (6) 76.3 761 600.0 105.0 761 75.1 56.3 36.3 777 77.7 513 311 11' 24' 30' 36' ' N , (71 600.0 410.0 1000 210A 1000 210.0 900.0 1200 100.0 260.0 11310 210.0 10.0 120.0 100.0 71.00 1010 210.0 150.0 120.0 100.0 310A 500.0 202.3 . P1 3i (3) 1010 1200 1000 110.0 500.0 210.0 100.0 120.0 100.0 695.0 600,0 (910 93.4 93.4 1(0.0 654.4 600,0 156.6 76.1 761 100.0 1217 100.0 1267 66' 24' 30' 3r 's 40.0 120.0 1000 2600 1001 175.1 14.7 34.7 6005 190.6 1000 1(2,9 60.2 10.2 1000 154.4 100.0 621.4 556 5611 1000 1217 1090 101.2 90' (5) 100.0 130.0 100,0 179.4 100.0 1 363 65.0 654 100.0 642.9 600.0 107.2 53.2 13.2 100.0 122.5 915 11.5 44.7 44,7 100.0 107.9 61.7 609 16' 74' 30' ) 01.6 61.6 1000 122.2 91.6 11.6 70.1 70.6 933 975 70.1 706 45.2 412 767 767 57,5 575 () . 660. OF mc940R0 0E1 JAMB ( 0 *) ( 1 11PPROvE() C(1NFIGC ( ) • 1661. 01' 41696103.9 PER 90.96 tog "gag comma IM7M }tt Nam llri7 Lu127'+15 au! IA6 0712) of Is L04 l • $..t 00=7 004000074 09404GCO4140 6C'0?O,4O D/ -IV/ •Q? 0.p- 90. o 4044 (4000 AA PC 1 16577 DEC 14 7o0i 0 0. u co COOZ/9T/L0 V81,6S0890£ 74 *ACM MN TYPICAL ELEVATION TESTED UKT ( SEE CHART ON SHEET 2 FOR NAIL APPROVED SIZES ) 3 Nu. 1'r► HEAD/2u. DORMERS • N • • A A3CENWB1OVIMITTR Kum nc,cm luLtee RCM Dui Ti•*++,03,7A01 APPROVAL APPUES ID MU VENT OR DUAL VENT MPNDOWS F PROO DI9 1TICO Op l STF1 ON ITROL16W11 WITH x, xx, OX OR x0 CONFIGURATIONS. BIeIDWI0000E�QIP LINUCORICE - - - - -- � — ALSO COUBuNTIOPTS OF Two -OR NORE_RNDOYPS- USPNG - - - -- Ai OOTAP d1Ly R!` lard AWN jigs APPROVED L1ULLlt>NS. 3I 6' TD P. CLASS WO'O'S TUTTED FOR HON- IMPACT AND REQUIRE PROTECTION BY DADE C0$TY APPROVED IMPACT RESISTANT SHUTTERS. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT 6 DESIGNED AS PER THE SOUTH ROROA BUPLOINC CODE 1994 EDITION FOR DADE COUWTY, ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. ROOD BUCKS (Tv OTHERS, WV BE ANCHORED PROPERLY TO TRANSTTR LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS TASTED, SPACED AS SHORN ON DEWLS. ANCHOR ENBEDRENT 10 BASE MATERIAL SHALL BE BEYOND WALL ORESSINL OR STUCCO. ANCNoRINC OR LOADING COMMONS NOT SHOWW IN THESE OETNLS ARE NOT PART OF THIS APPROVAL. YIAW DAOE COtMTY MIND WACT RI:Muff NUTTERS RECD. FT%I ALL NSERAATW7NS LAZING OPTION 112111113-2.655 M I A M I•DADE 7'195 i 05 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23' Street Hialeah, FL 33010 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW- 6200" Aluminum Fixed Window APPROVAL DOCUMENT' Drawing No. W02 -65, titled "PW -6200 Aluminum Fixed Window ", sheets 1 through 5 of 5, dated 07/15/02, last revised on 01- 15 -03, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall hear 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02- 0906.03 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 A z 0 C7 z J 0 z 6" MAX. FROM ENDS WINDOW WIDTH D.L. OPG. = WINDOW HEIGHT — 2.625" WINDOW WIDTH — 2.625" WINDOW WIDTH 3/16" ANN. GLASS 1/4" ANN. GLASS 1/4' TEMP. GLASS 71 1/8" D.L. OPG. 74" WINDOW WIDTH WINDOW WIDTH 15 1/2 MAX. HEAD /SILL 0 c� z L WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. TYPICAL ELEVATIONS TESTED UNITS WINDOW WIDTH N a. 0 _J SILICONE /// 3/16' ANN. GLASS 1/4" ANN. GLASS 1/4" TEMP. GLASS 71 1/8" D.L. OPG. 74" WINDOW WIDTH 3/16" ANNEALED GLASS \ OR 1/4" ANNEALED GLASS OR 1/4" TEMP. GLASS III GLAZING DETAIL SILICONE WELDED JOINT Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 CAN. 3538 .500 WINDOW FRAME j 500 �I r .062 GLASS STOP Approved a complying*, die DM, V .tut 113, a plpk 02 - 0 90 3 Marl Dede?naie1 d rifts BY trLQi 1- (_L'H4; PW -6200 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE NON IMPACT RESISTANT. MIAMI —DADE COUNTY APPR'D IMPACT RESISTANT SHUTTERS ARE REQD. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. c 0 . 0 tn 0 iti 0 is N N co 0 0 O 0 Z O O a ce o o UI__o r') Lw Q' N > 6 U ( 0 a 0 0 G) v T 4.. 0 '0 0 u, 0 0 0 W a W 0 0 C drawing no. W02-65 sheet 1 of 5 C.) 1 in CD I o ti DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE 'A' WINDOW DIMS. • ANCHORS TYPE 'A' WINDOW DIMS. ■ ANCHORS TYPE 'A' 3/16" ANN. GLASS 1/4" ANN. GLASS 1/4" TEMP. GLASS 3/16" ANN. GLASS 1/4" ANN. GLASS 1/4" TEMP. GLASS 3/18" ANN. GLASS 1/4" ANN. GLASS 1/4" TEMP. GLASS AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 ■ COMP- ANL \W( WIDTH LENGTH EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) WIDTH LENGTH EXT. ( +) INT. ( -) EXT. ( +) TNT. ( -) EXT. ( +) INT. ( -) WIDTH LENGTH EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) II 18" 24" 30" 36' 42" 48" 54" 60" 66" 72" 74" 36" 66.7 97.8 66.7 111.1 100.0 210.0 18" 24" 30" 36" 42" 48" 54" 60" 66" 72" 74" 66" 66.7 84.9 66.7 96.5 100.0 190.4 18" ; 24" 30" 36" 42" 48" 54" 60" 90" 66.7 68.4 66.7 92.6 100.0 ' 66.7 82.5 66.7 93.8 100.0 185.0 53.4 53.4 66.7 76.4 100.0 150.7 49.1 49.1 66.7 72.1 100.0 66.7 75.3 66.7 85.7 100.0 154.4 39.1 39.1 54.3 54.3 100.0 127.7 X X 44.9 44.9 100.0 65.5 65.5 66.7 81.3 100.0 128.7 X X 45.0 45.0 , 100.0 113.1 X X 33.4 33.4 100.0 57.2 57.2 66.7 71.0 100.0 110.3 X X 40.3 40.3 100.0 100.3 X X X X 91.9 50.9 50.9 63.2 63.2 100.0 128.7 X X 39.8 39:8 87.7 87.7 X X X X 84.1 43.7 43.7 55.7 55.7 100.0 114.4 X X 38.1 38.1 78.0 78.0 X X X X 78.3 39.4 39.4 50.1 50.1 100.0 117.5 X X X X 70.2 70.2 X ' X X X 72.1 X X 45.0 45.0 100.0 113.1 X X X X 63.8 63.8 24" 30" 36" 42" 48" 54" 96" 47.1 47.1 66.7 69.3 100.0 X X 40.0 40.0 100.0 107.2 X X X X 58.5 58.5 X X 42.8 42.8 100.0 X X 39.0 39.0 100.0 104.3 X X X X 56.9 56.9 X X 31.6 31.6 100.0 18" 24" 30" 36" 42" 48" 54" 60" 66 72" 74" 42" 66.7 93.3 66.7 106.1 100.0 209.3 18" 24" 30" 36" 42" 48" 54" 60" 66" 72" 74" 72" 66.7 83.8 66.7 95.2 100.0 187.9 X X X X 90.2 66.7 77.0 66.7 87.5 100.0 165.4 52.7 52.7 66.7 75.0 100.0 148.0 X X X X 82.2 82.2 65.6 65.6 66.7 77.8 100.0 132.3 36.9 36.9 51.0 51.0 100.0 124.6 X X X X 75.1 57.2 57.2 66.7 71.0 100.0 110.3 X X 40.0 40.0 100.0 107.2 24" 30" 36" 42" 48" 102" X X 66.7 69.7 100.0 ) 1 PW -6200 ALUMINUM FIXED WINDOW CURV -A -TECH CORPORATION 930 W. 23rd STREET HIALEAH, FL 33010 TEL (305) 888 -9631 FAX. (305) 888 -9969 51.7 51.7 63.0 63.0 94.5 94.5 X X 37.1 37.1 91.9 91.9 X X 43.5 43.5 100.0 47.5 47.5 56.3 56.3 100.0 110.3 X X 34.4 34.4 80.4 80.4 X X X X 99.8 43.9 43.9 50.5 50.5 98.0 98.0 X X X X 71.5 71.5 X X X X 88.7 X X 46.0 46.0 100.0 108.4 X X X X 64.3 64.3 X X X X 79.5 X X:. 40.3 40.3 100.0 100.3 X X X X 58.5 58.5 24" 30" 36" 42" 48" 108" X X 66.7 66.8 100.0 X X 37.1 37.1 91.9 91.9 X X X X 53.6 53.6 X X 41.3 41.3 100.0 X X 36.1 36.1 89.4 89.4 X X X X 52.2 52.2 • X X X X 98.7 18" 24" 30" 36" 42" 48" 54" 60" 66 72" 74" 48" 66.7 90.3 66.7 102.6 100.0 202.4 18" 24" 30" 36" 42" 48" 54" 60" 66" 72" 74" 74" 66.7 83.5 66.7 94.9 100.0 187.2 X X X X 87.5 66.7 69.0 66.7 8.3.3 100.0 164.4 51.5 • 51.5 66.7 74.6 100.0 147.2 • X X X X 79.3 55.9 55.9 66.7 72.7 100.0 143.5 36.1 36.1 49.8 49.8 100.0 123.8 24" 30" 36" 42" 48" 114" X X 58.1 68.1 100.0 50.9 50.9 63.2 63.2 100.0 128.7 X X 39.0 39.0 100.0 104.3 X X 41.4 41.4 100.0 47.5 47.5 56.3 56.3 100.0 110.3 X X 36.1 36.1 89.4 89.4 X X X X 97.6 44.4 44.4 51.5 51.5 96.5 96.5 X X 33.5 33.5 78.2 78.2 X X X X 86.4 X X 46.5 46.5 85.8 85.8 X X X X 69.5 69.5 X X X X 78.1 X X 42.3 42.3 96.5 96.5 X X X X 62.6 62.6 24" 30" 36" 42" 120" X X 51.7 51.7 100.0 137.0 X X 39.8 39.8 87.7 87.7 X X X X 56.9 56.9 X X 40.2 40.2 100.0 X X 34.4 34.4 80.4 80.4 X X X X 52.2 52.2 X X X X 96.7 I( I:suois!APJ: description REV. PER BCCO COMMENTS X X 33.5 33.5 78.2 78.2 X X X X 50.8 50.8 X X X X 84.0 18 24" 30" 36" 42" 48" 54" -60" 54" 66.7 88.0 66.7 100.0 100.0 197.3 18" 24" 30" 36" 42" 48" 54" 60" 78" 66.7 82.9 66.7 94.2 100.0 185.9 A pp as with Florida ei Miami bade - • DM AN) BY 4 Ne 62.2 62.2 66.7 80.4 100.0 158.6 52.9 52.9 66.7 73.9 100.0 145.8 48.8 48.8 65.8 65.8 100.0 136.6 X X 47.5 47.5 100.0 122.2 43.7 43.7 55.7 55.7 100.0 , 114.4 X X 37.0 37.0 100.0 106.9 43.9 43.9 50.5 50.5 98.0 98.0 X X 34.2 34.2 96.4 96.4 X X 46.5 46.5 85.8 85.8 X X X X 89.1 89.1 X X 43.1 43.1 76.2 76.2 X X X X 79.2 79.2 13 _ X X 41.4 41 4 8 85.8 X X X X X X X X 71.3 64.8 71.3 64.8 66" 72" 74" -85 _ 66" X X 38.1 38.1 78.0 78.0 f0'Sl'l0 EEO X X X X 71.5 71.5 18" 24" 30" 36" 42" 48" 54" 60" 84 " 66.7 80.8 66.7 93.3 100.0 184.2 X X X X 69.5 69.5 49.7 49.7 66.7 72.9 100.0 143.9 V ,ouj 18" 24" 30" 36" 42" 48" 54" 60 66" 72" 74" 60" 66.7 86.3 66.7 98.0 100.0 193.5 X X 45.0 45.0 100.0 120.1 57.8 57.8 66.7 78.1 100.0 154.2 X X 34.6 34.6 100.0 104.6 I (dr. by: HAMID ) 42.6 39.4 42.6 39.4 58.8 50.1 58.8 50.1 100.0 100.0 131.6 117.5 X X X X 29.8 X 29.8 X 94.0 82.7 94.0 82.7 Engr. DR. HUMAYOUN FAR000 STRUCTURES F1A PE � 16557 C.A.N. 538 X X 46.0 46.0 100.0 108.4 X X X X 73.5 73.5 X X 42.3 42.3 96.5 96.5 X X X X 66.2 66.2 X X 41.4 41.4 85.8 85.8 X X 38.3 38.3 77.2 77.2 drawing no. W02 -65 x X X x 70.2 70.2 . X X X X 64.3 64.3 X X X X 62.6 62.6 sheet 2 of 5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' 3/16" ANN. GLASS 1/4" ANN. GLASS 1/4" TEMP. GLASS 1/4" TEMP. GLASS WIDTH LENGTH EXT. ( +) INT. ( -) EXT, ( +) INT. ( -) EXT. ( +) INT. ( -) . EXT. ( +) INT. ( -) 19 -1/8" 26 -1/2" 37" 48" 53 -1/8" 74" 26 " 66.7 ; 109.2 66.7 124.1 100.0 210.0 100.0 210.0 66.7 99.7 66.7 113.2 100.0 161.3 100.0 210.0 66.7 78.3 66.7 88.9 100.0 173.3 100.0 175.5 63.6 63.6 66.7 79.1 100.0 156.1 100.0 156.1 56.9 56.9 66.7 76.4 100.0 150.7 100.0 150.7 45.1 45.1 66.0 66.0 100.0 138.1 100.0 138.1 19 -1/8" 26 -1/2" 37" 48" 53-1/8" 74" 38 -3/8 66.7 91.9 66.7 104.5 100.0 206.1 100.0 206.1 66.7 76.1 66.7 86.5 100.0 164.0 100.0 170.6 60.8 60.8 66.7 75.3 100.0 117.4 100.0 154.5 48.7 48.7 60.1 60.1 100.0 120.7 100.0 128.5 45.4 45.4 55.1 55.1 100.0 109.1 100.0 120.7 X X 38.0 38.0 97.9 97.9 100.0 104.1 19-1/8" 26 -1/2" 37" 48" 53-1/8" 74" 50 -5 /8 66.7 85.1 66.7 96.7 100.0 190.8 100.0 190.8 58.1 58.1 ' 66.7 76.7 100.0 151.3 100.0 151.3 47.6 47.6 59.1 59.1 100.0 118.7 100.0 126.1 X X 49.0 49.0 91.5 91.5 100.0 117.3 X X 45.5 45.5 82.7 82.7 100.0 111.7 X X X X 74.2 74.2 88.9 88.9 19-1/8" 26 -1/2" 37" 48" 53-1/8" 74" 57 " 66.7 82.9 66.7 94.2 100.0 186.0 100.0 186.0 51.8 51.8 . 66.7 73.1 100.0 145.5 100.0 145.5 40.9 40.9 51.6 51.6 100.0 105.4 100.0 118.4 X X 44.3 44:3 81.3 81.3 100.0 106.5 X X 42.5 42.5 73.4 73.4 100.0 104.3 X X X X 65.9 65.9 84.5 84.5 19 -1/8" 26-1/2" 37" 48" 53 -1/8" 74" 63 " 66.7 81.4 66.7 92.5 100.0 182.5 100.0 182.5 47.2 47.2 66.7 70.2 100.0 141.4 100.0 141.4 X X 46.2 46.2 100.0 113.3 100.0 113.3 X X 40.9 40.9 91.9 91.9 99.6 99.6 X X 40.3 40.3 83.0 83.0 96.3 96.3 X X X X 59.6 59.6 81.8 81.8 19 -1/8" 26 -1/2" 37" 48" 53 -1/8" 74 -1/4" 66.7 79.2 66.7 90.0 100.0 177.7 100.0 177.7 43.6 43.6 63.8 63.8 100.0 136.0 100.0 136.0 X X 37.7 37.7 100.0 106.5 100.0 106.5 X X 33.4 33.4 91.1 91.1 91.1 91.1 X X X X 84.5 84.5 86.8 86.8 DESIGN. LOAD CAPACITY - PSF WINDOW ANCHORS TYPE 'B' ANCHORS TYPE '8' DIMS. 1/4" TEMP. GLASS WIDTH LENGTH EXT. ( +) INT, ( -) 18" 182.7 100.0 210.0 24" 142.3 ' 100.0 185.0 30" 118.4 100.0 169.1 36" 102.8 100.0 164.4 42" 91.9 100.0 143.9 48" 36" 100.0 131.6 54" 78.3 100.0 123.3 60" 74.0 100.0 117.5 66" 141.0 100.0 113.1 72" 116.9 100.0 109.6 74" 101.2 100.0 108.7 18" 90.2 100.0 209.3 24" 82.2 100.0 172.7 30" 76.3 100.0 153.5 36" 139.8 100.0 143.9 42" 115.7 100.0 135.2 48" 42" 100.0 125.3 54" 88.7 100.0 115.3 60 80.6 100.0 108.4 66" 138.8 100.0 103.4 72" 114.6 99.5 99.5 74" 98.7 98.4 98.4 18" ' s 100.0 202.4 24" 100.0 164.4 147.2 100.0 143.5 100.0 100.0 131.6 113.6 100.0 125.3 42" 100.0 123.3 98.4 100.0 111.0 91.3 100.0 102.8 78.1 96.9 96.9 72" 92.5 92.5 74" 91.3 91.3 18" 80.9 100.0 197.3 24" 74.6 100.0 158.6 30" 72.6 100.0 136.6 36" 185.9 100.0 123.3 42" 145.8 100.0 115.3 48" 54" 100.0 111.0 54" 106.9 100.0 109.0 60" _ - 96.4 _ 99.7_ - 99.7_ _ 66" 89.1 92.8 92.8 72" 83.8 87.7 87.7 74" 80.2 - 86.3 86.3 18" 77.7 100.0 193.5 24" 184.2 100.0 154.2 30" 143.9 100.0 131.6 36" 120.1 100.0 117.5 42" 104.6 100.0 108.4 48" 60" 100.0 102.8 54" 86.3 99.7 99.7 60" 80.8 98.7 98.7 66" 76.7 90.4 90.4 72" 84.6 84.6 74" 83.0 83.0 DESIGN LOAD CAPACITY - PSF WINDOW ANCHORS TYPE 'B' ANCHORS TYPE 'B' DIMS. 1/4" TEMP. GLASS WIDTH LENGTH EXT. ( +) INT. ( -) 18" 182.7 100.0 190.4 24" 142.3 100.0 150.7 30" 118.4 100.0 127.7 36" 102.8 100.0 113.1 42 91.9 100.0 103.4 48" 66" 96.9 96.9 54" 78.3 92.8 92.8 60" 74.0 90.4 90.4 66" 141.0 89.7 89.7 72" 116.9 82.8 82.8 74" 101.2 80.9 80.9 18" 90.2 100.0 187.9 24 82.2 100.0 148.0 30" 76.3 100.0 124.6 36" 139.8 100.0 109.6 42" 115.7 99.5 99.5 48" 72" 92.5 92.5 54 88.7 87.7 87.7 60" 80.6 84.6 84.6 66" 138.8 82.8 82.8 72" 114.6 76.7 76.7 74" 98.7 74.6 74.6 18" 87.5 100.0 187.2 24" 79.3 100.0 147.2 30" 137.8 100.0 123.8 36" 113.6 100.0 108.7 42" 97.6 98.4 98.4 48" 74" 91.3 91.3 54" 78.1 86.3 86.3 60" 137.0 83.0 83.0 66" 112.8 80.9 80.9 72" 96.7 74.6 74.6 74" 72.6 72.6 18" 100.0 185.9 24" 100.0 145.8 30" 100.0 122.2 36" 100.0 106.9 42" 78" 96.4 96.4 48" 89.1 89.1 54" 83.8 83.8 60" 80.2 80.2 - 66" 77.7 77.7 18" 100.0 184.2 24" 100.0 143.9 30" 100.0 120.1 36 100.0 104.6 42" 84 " 94.0 94.0 48" 86.3 86.3 54" 80.8 80.8 60" 76.7 76.7 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE 'B' 1/4" TEMP. GLASS WIDTH LENGTH EXT. ( +) INT. ( -) 18" 100.0 182.7 24" 100.0 142.3 30" 100.0 118.4 36" 100.0 102.8 42" 90 " 91.9 91.9 48" 84.1 84.1 54" 78.3 78.3 60" 74.0 74.0 24" 100.0 141.0 30" 100.0 116.9 36" 100.0 101.2 42" 96 " 90.2 90.2 48" 82.2 82.2 54" 76.3 76.3 24" 100.0 139.8 30" 100.0 115.7 36" 102" 99.8 99.8 42" 88.7 88.7 48" 80.6 80.6 24" 100.0 138.8 30" 100.0 114.6 36" 108" 98.7 98.7 42" 87.5 87.5 48" 79.3 79.3 24" 100.0 137.8 30" 100.0 113.6 36" 114" 97.6 97.6 42" 86.4 86.4 48" 78.1 78.1 24" 100.0 137.0 30" 100.0 112.8 120" 96.7 96.7 36" 42" 84.0 84.0 L J W ROIL WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA PE J 16557 C.A.N. 538 Approved as complying with the Florida Ettddigi Code NOM °-� ity I 140 z Z v, w O ° a O O N V w ' O 0' Z > ''� ao Q Q 0 c o tX 9 ci R'y V) 0 Q 1 w N C Z O 2 O U O rw V) M 1 N u_ to 1 6 O U ( y c 0 co 0 0 N .0 0 0 0 W 0 0 0 0 0 cc a N 0 N 0 O 0 m 0 u 0) ` u drawing no. W02 -65 sheet 3 of 5 PW-6200 ALUMINUM FIXED WINDOW (305) 262-6978 dr. by: HAMID a O TYPICAL ANCHORS SEE ELEV. FOR SPACING E 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING !i I I 11! li . I I!I it li! I:. .11 ! II 4 1BY WOOD BUCKS 0 04 1 N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. 2 BY WOOD BUCK N TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY CURV —A —TECH CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING ANCHORS TYPE 'A' 3/16" TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" DRILLFLEX OR EQUIV. SELF DRILLING SCREWS (SAE GRADE 5 Fy MIN. =92 KSI) INTO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) ANCHORS TYPE 'B' 1 /4" 0 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR INTO WOOD STRUCTURES 1 - 3/4" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DRILLFLEX OR EQUIV. SELF DRILLING SCREWS (SAE GRADE 5 Fy MIN. =92 KSI) INTO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) ANCHORS INTO MULLION (NO SHIM SPACE) # 10 SM$ USE RESULTS OF ANCHORS TYPE 'A' OR 'B'. SEALANTS: INSTALLATION SCREWS, FRAME CORNERS AND GLAZING BEAD TO FRAME SEALED WITH WHITE COLORED SILICONE. DADE COUNTY APPROVED MULLION & MULLION ANCHORS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 Approval as comps w(tb the Markle flaidhis Dwe F6 Cr , NOAI f ° .2 - 0 y 9�4 tza ADAM 0 • odoe. ZIT Les j . Quo, CO N n rn iD N c C 0 ' 0 0 O 0 —J 0 r7 S 6 0 0 Vl aU 0 0 O C Z 0 U 0 0 0 N 0 • N 0 m 0 5 v` t u drawing no. W02 -65 (sheet 4 of 5 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 FS -00691 4 WINDOW FRAME 6063 -15 KEYMARK 2 AF -2354 1/' SIDE GLASS STOP 6063 —T5 ALCOA 3 — — GLAZING COMPOUND SILICONE 051 /0CI 4 #8 X 1" PH P 2/ CORNER ASSEMBLY SCREWS - - 2 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. WINDOW WIDTH SEE SEPARATE NOA FOR MULLION AND MULLION ANCHORS 1/4" SHIM MAX. P 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING d INT A ENDS WELDED CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 3538 OPTIONAL CORNER TYP. CORNER DETAILS Appnred as emptying with the Maids Bait ling Cade • �c— �o..tevtic y13 4;1 Miami Dail Ptodoet Obtain t . 1. CGude.. U) c 0 . . 0 0 O v Z 5 o 0 d 9 0 CC O U Q N 1 6 0 Urn c 0 M/ 0. U >. 0 0 c Z 2 0 U 0 0 0 Cc a 0 0 c • 11 • N 0 U m u drawing no. W02 -65 sheet 5 of 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Cury -A -Tech Corporation 930 West 23r Street Hialeah, FL 33010 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 de herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M95 -19A, titled "Aluminum Tube Mullions ", sheets 1 through 3, prepared by Al Farooq Corpor dated 12/7/95 with revision A dated 02/01/02, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 • - at the request of the Building Official. This NOA revises and renews NOA # 99 -0 � ` + ^ . onsists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewe NOA. No 02- 0313.08 Expiration Date: March 28, 2007 Approval Date: August 22, 2002' Page 1 4.000 6.000 i INSTRUCTIONS;. USE CHARTS AN D GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 2.000 _ TYPICAL WINDOW FRAME DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 3.000 — MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTA OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 4.000 --- 1 1.000 RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COHERING (STUCCO. 11LE ETC.) 3. ANY CONDRIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. Engn DR. HUMAYOUN FARCOO STRUCTURES FLA. PE / 16557 FEB 11 2002 1 Approved ns complying with the Florida Buldlo _ Code Dale NOM Miami Dade Produc Di •ion D m rn Z °f 0 F a3 a W o o M o N I 3 U rn= c c 0 . .; n 0 c 0 0 0 'v .o 0 b 0 x 0 0 0 0 drawing no. M95 -19A (sheet 1 of 3 1fl N N J a. 1 0' 0 4 o J 3m H U1 W O -0 lD 1� ANCHORS TYPE A.B. OR C 1 MULLION LOAD CHART 1•r21.1 /9 ALUM. TUBE NO MTEEL " G1)Q fr 38 -3 /E SC-5 LL SPAN \ \56 . \3\N 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCME9 • GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT WI TRIBUTARY WIDTH = w1 + W2 2 ANCHORS TYPE A,8, OR C ANCHORS A.B. OR C W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULUON SPAN HORIZONTAL MULLION ANCHORS A.8. OR C ni -1 t9 1 11.3 AWM. TLBE NO STEEL G1 1111M11111111111111EMEM ►v1\ \1 ■ ■ ■ ■\ ".. ∎,11 ■ ■■,� ■l1111■\■■ ■ ■■ ►\ ■ \1 ■ \ \ ■ ■ ■ �► ■i111M►11111. ■■E1113111111■ „. ■„11■111 ■►a111► ■ ■ ■11MIM` X11 ■■.111■r_ SPAN 20 30 40 50 60 70 60 TRIBUTARY WIOTM - INCME9 m .-. 0 In 0 MULLION LOAD CHART /E TYPICAL MULLION ARRANGEMENTS ANCHOR LOAD CHART IV 19 .. ID m n r � 1 1 1 1 4 1 ( I I I I I 11 1 1 1 1 1 1 11 11 1114 ANCHORS TYPE A FIGCT -L.61 ,"`�1111k 1110011M` 20 20 40 Sg 60 70 B0 TRIBUTARY WIDTH - INCHES MULLION LOAO CHART ,1111■■.11M„■ ■111►3 ■11\■ M1111. ■►11i111■ ■13111\■r. ■1■■111■ ■ ■■11511■ ►v ■11111111■ •1\11111. \11■\ 111 1111 \\ ■11b. ■ unit men . nosa tea \11111. 1111■ ■'`_1111' ■\■\\ ■ ■1■3 ■\I� 1 "x1"xl /8• ALUM. TUBE NO OTGEL 01X4 1 1■■. 1111 ■ \, ■„ ■,��® !1111111111 20 30 40 50 60 70 B0 TRIBUTARY WIDTH - INCHES 5m 1-4 N U) W o >9 ..0 cp FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, •'1 Ir H m <Q m m ANCHOR LOAD CHART MULLION LOAD CHART ► • .\v\, ■ ■1,■■■■„■■ ■"■.111110 ■■,1111.■ 11.111\1111■, d ■E■ ■1 ►v •111•1111■ ■■1■11311■■ 111111■11111M111\1■ ■1111 1111111■EM ■LI ■■0N ■ ■111 ■1,■■. ■■■■■'11111 111■ ■•■ \111111\■ ■ ■■ 11111■311■ ■►11■►11■■ 1111' ■,1111■ ■„ ■ ■12 il1ttlE►111■1011■ ■ ■1117. 111► ■∎111■1MIN ■ ■■ 2*x4•x1/8" ALUM. TUBE NO MIL O04 20 31J 4g 50 60 70 80 TRIBUTARY WIDTH - INCHES ",-mum ANCHORS TYPE 8 I11v ■BUNINI ■ R` I G ■I rn „ "v ,,,,,, ■ 1 ■�.11��■ ■ ■ ■■ IIMI ..,■\� 11■ ■■ ""R",,,,,MM■ ■ ■■ WINIM.., 1111,.■ ■■ 1 ,11",,■■.,,,■,■■ MIL, RIMINI,INNI,M,111 ■ ■/1,•111■1111■MEN ■ ■, "M,IIM■`■ ■ ■ ■MINIMI`IIM■` ■■■■",,,"' EIMEEIELIIMENEEMI ■ ■ ■ ■ ■ ■ ■111MMI 20 30 40 G6 60 70 80 TRIBUTARY WIDTH - INCHES M N 0 c5m 1-4 N to w 0 15) 19 Li) M -5 8" m N Na 111i11 (111X4. 51 1 11 , 11 1 111111 , glr III TIfIr ANCHORS TYPE C RCCT -C ..,. 20 30 40 GO 60 70 90 TRIBUTARY WIDTH - INCHES Engr. DR. HUMAYOUN FAROOQ STRUCTURES .. FLA. PE / 16557 FEB 1 1 2002 MULLION LOAD CHART ■ ■111\0 ■ ■111111■111■ ■■ r•IV \ \ ■ \ ■ ►\ ■ ■\\ ■■■ 111111\1■ 111■111ECI Ill \\ \M1111M11■11 ■ ■r1■ •1111111■111111MIMM\ ■ ■► \111\ ■ \\ ■111\1111\`I 08" MINIM u►1■ \ ■►011 \■ ■11 ■•31■011111►111111►SIO 1111 ■ ■ \11■M■E\■ ■ ■■ ■ ■11MINE IS 2 "x6•x1/8" ALUM. TUBE 28 30 40 50 60 70 8 TRIBUTARY WIOTH - INCHES ANCHOR LOAD CHART Approved as complying with the Florida U idin Code • Date NOAH Alum, Dade Prod D u c - I 1 I 63 2 0 Z O co cn 40 1 N In N i 0 ( 0 u) N al O N (V s O ) cri to cn rn M c ) 0 b 0 c ) drawing no. M95 -19A (sheet 2 of 3 Approved as complying with the Florida Buidin ode i Nona �Y.ai cIKNs7 Miami Dade Product Dig .n By e MULLION 2 X 2 X 1/8" ALUM ANGLE 0 N 2 X 2 X 1/8" 2 X 2 X 1/8" S.M.S. ALUM ANGLE i ALUM ANGLE 2 4 ANGLE 1 111;► mum •�. • e 1i 2/ 4 ANGLE • MUWON ANCHORS TYPE 'A' MULLION -MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8 "-LONG PRECAST CONC. SILL MAX. 1.500 MIN. 14 S.M.S. 1 -1/2" MIN. EMBED INTO WOOD 1/ ANGLE e A NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 4 ° d S 14 S.M.S. 2/ ANGLE 3/16 DIA. TAPCON 1 -1/2" MIN. EMBED 1/ ANGLE Z s 2 MUWON - -1 C= _ 2 X 2 X 1/8" ALUM ANGLE — 2 -5/8" LONG 1.500 MAX. ANCHORS TYPE 'B' L1 0 TAPCON . 1 -1/4" MIN. MASONRY EMBED a a 2/ ANGLE • 1BY OR 28Y WOOD BUCK a O S z rsi 1 ANCHORS TYPE 'C' 1 1111=uuuumuauu■u , • MUWON 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE MUWON �tiiii�u ►u►u►uuum►►► IIMMEIunmummun 2 X 2 X 1/8" ALUM ANGLE 3 -5/8" LONG WOOD BUCKS NOT BY CURVATECH MUST SUSTAIN LOADS IMPOSED. Enyr. DR. HUMAYOUN F.%R000 STRUCTURES FU_ PE 16557 :NOTCH WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY 1/4" 0 TAPCON - 1 -1/4" MIN. EMBED : 2/ ANGLE ° CONCRETE OR CONC. FILLED BLOCKS C ) y c 0 . . 6�1 1 ) 4 0 .o rn o ac a O o o U V) M G2 2 Q N () v rn = c 0 0 .0 0 0 r 4 5 c drawing no. M95 -19A (sheet 3 of 3 RECEIVED SEP 2 4 2003 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) / (C t PO 13 Phone # 755 it%• 1 =�� Owner's Address City Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO MPS-) r g.. (""- -( so G Contractor's Company Name RiOfzc f cot = (2c'E t Ck) Phone # , 2`1 ` ") ? C Contractor's Address �j r /C) . t� °, 1 City 7 2 l State cam _ Zip Qualifier r> /'✓.7 /an � � �?f— iami Shores Village uilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. te Master Permit No. p Y Roofing 3oS^ 2. State Zip Phone # Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit - ' / J 0 C) Square Footage Of Work: SOO saZ F( Number of: Bays Stories Families Bedrooms Baths Type of Work: A�d l dition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: �►!�' * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ Permit Fee $ Notary $ F CO Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ aC, ' (Continued on opposite side) kke4 1Wr 3350 Bonding Company's Name (if applicable) Bonding Company's Address City State Signature chc7/7103 Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, • CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature j . Owner or Agent The foregoing instrument was acknowledged before me this //�� rr�� day of , 20 , b y day of� f , 20(13 , by V mG q r 1 ►{ J who is personally known to me or who has roduced ' P who is personally known to me or who has produced As identification and who did take an oath. , as identification and who did take an oath. Ilk NOTARY PUBLIC: NOTARY P Sign: Signs �L s S. y A A . a r m ',„40F n-1.31:12417-s-.4. My Commission Expires: My Commission Ekplies: Atlantic Bonding o., Inc. (Certificate of Competency Holder) State Certificate or Registration No.0 -L -L u 3 '-`r C7 /. Certificate of Competency No. •*****•s******* s************,** s* ss**•* ** ** **** * ** ** * * *•** ** * * *s• * * *s: **** * * * * *s• * *,, * * * * * * * *** *• * * * * * * ** APPLICATION APPROVED BY: SEP 2 3 1003 Plans Examiner Contractor The foregoing instrument was acknowledged before me this 2,1 Engineer Zoning `ED WORt Sh �r „ow Ammar Established 1957 Date : To : MFiJECH, INC. Metal Tech, Inc. 's the Dade County Notice Of Acceptance holder for : Bahama Shutter' 02- 0122.04 02/24/07 Slimline Accordion 02- 1009.10 01/27/08 Econoline Accordion 02- 0924.02 04/06/07 Hurculine Accordion 02- 0507.08 06/13/07 Maximum Impact Maxi Roll 50 02- 0305.01 04/18/07 Maximum Impact 50mm Roll -Up Shutter 01- 0206.12 04/19/06 24 Ga. ( 0.029" min) Storm Panel 01- 1224.07 03/22/06 20 Ga. ( 0.041" min) Storm Panel 02- 0611.05 07/22/07 .050 Alum. Storm Panel 02- 0312.08 10/22/06 .060 Alum. Storm Panel 02- 0611.03 07/01/07 This Letter authorizes to use the above named products at the following jbb site: MEixIMUM IMPHCTTM HURRICANE SHUTTERS Acceptance No: Exp Date: 7635 West Second Court/Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -2323 / Toll Free: (800) 432 -5180 / FAX: (305) 826 -7979 www.metaltech.com W A. T )' WALL ENCLOSURE SYSTEMS r . M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MetalTech, Inc. 7635 West 2 " Court Hialeah, Florida 33014 This NOA revises NOA # 0 The submitted documentati 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.031" (min.) Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 199S, last revision dated September 09, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Noticc of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. 1 v i•IIAMII -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S is of this page 1 as well as approval document mentioned above. Iclmy A. Makar, P.E. 3 , -eA 03 - NOA No 01- 1224.07 Expiration Date: 03/22/2006 Approval Date: 10/17/2002 Page 1 r i*1 .090 a 1 c i /6 - co Cr) FLAT BAR 2 3/8' CD P2 2' VARIOUS DEGREE CORNER PAN .050 MIN. CORNER PAN .050 MIN. 3' O CU J =' 2 1/4' 1 29/32' 125 h W 100 1 3/16" .100 VARIOUS TYPES OF F -TRACK NOT SHOWN T1 ,3 MOUNTING HOLES 12 1/2" 0.C. CROSS SECTIONS 1 1/2' 2 3/8' 1 1/2' RETURN O .060 MIN. 7/8' 3/32' 3 7/32' 1 3/32' VARIES 5' MAXIMUM SPECIAL NET PANEL SECTION 7/8' 13/32' 3 7/32' 3 1/32' 3 7/32' 1.3/32' 7/8' 3/4' 1`1 O O 0' -3�4' VARIES n BLOCKING .060 MIN. STUD MAY BE INTALLED IN REVERSE DIRECTION TYPICAL 7/8 2' L3H 1/8" MIN. 2 1/4 L3H 1 8" MIN. 2' ALL STUDS 3 /5'( ?YP. ) ALL APPUC417ONS ANGLES STUDDED IN INCLUDES STUDDED r; SHORTER LEG ONLY L1N 1/4 -20 X 3/4 18 -8 STAINLESS STEEL KNURLED STUDS 12 ; /2 0.C. RE"" 70 APPUC4770NS ON SHEETS 2 ct 3 ANCHOR MOUNTING u:1' E5 LOC47ED ON EITHER HORIZONTAL OR VERTICAL LEE. ® O AND ,9 STUDDED ANGLE DETAIL 1/8" x 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES V ✓/T f FLORIDA BUILDING CODE 2001 TESTED TO TAS201, TAS202 AND TA5203 DESIGN CRIT PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 -T6 OR EQUAL STORM PANELS SHALL BE: 24 GAUGE STEEL, AS77./ A653 50 GRADE E MIN. Ty = 90 KS.L MINIMUM VALUE WITH .031" MINIMUM THICKNESS HOT DIP COATED. WITH A NOMINAL WIDTH OF 12 1/2" THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" DIA. RAWL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 - MIN. SHEAR 1520 - 1 1 /8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - MI//. SHEAR 1270 - 1 1/8" MIN. EMBED. IN MASONRY 1/4 -20 RAWL CALK -/N ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 -20 BOLTS MW. TENSILE 1870 - MIN. SHEAR 1730 - 7/8" MIN. EMBED. IN CONCRETE MW. TENSILE 880 - MW. SHEAR 1340 - 7/8" MIN. EMBED. IN MASONRY 1/4" PE.RMA -SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - MIN. SHEAR 1980 - 1 1/2' MEN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1270 - 1 1/4' MIN. EMBED. IN MASONRY 1/4" ZAMAC NAILIN BY RAWL ( ZAMAC HAMMER DRIVES ) MW. TENSILE 960 - MIN. SHEAR 1400 - 1 3/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 730 - MIN. SHEAR 1320 - 1 1/4" MIN. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" STEEL LAGS OR LARGER WITH 7 " MW. THREAD PENETRA710N, 1/4 -20 BRASS WOOD BUSHINGS OR 7/4" ELCO PANEL MATES OR MASONRY SCREW WITH 1 7/8" MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMEN7S IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 774E STRUCTURE TO WITHSTAND 77-IE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METAL TECH, INC. HIALEAH, FL " " DADE COUNTY PRODUCT CONTROL APPROVED " WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF E4CH OPENING, STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REQURED PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS, NOT IN USE, MUST BE - PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME. 14115 ENGINEERING, INC. 3 /4'DIA. . .125 TH:CK ICE?" HOLE WAS . MON3OUR, PE EB- 0006024 PRODUCT REVISED as cam *kg with the Florida Belding Code Acceptance No0!_ 1ZZ¢ o7 Expiration Date By Miami Da roduct Control Division 24 ga. REVISIONS 03 /20/98 06/12/98 08/14/98 12/15/00 01/17/01 07/15/02 09/09/02 SP SP SP SP SP SP SP N 8 0 l 7 mm SEP /JRB r..am 01/W/98 SHOWN 98001 1 W NOTE NOTE*. DETAIL 1 E. D. SEE ANCHOR SCHEDULE CONNECTION TYPE "D" A OBSTRUCTION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" .500 E0 EC DETAIL 5 DETAIL 9 FLOOR PLUG AND MACHINE SCREW ANCHOR 12 0.C. FULL STORM PANEL (TYP.) HEADER or SILL SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS. • PANELS MAY BE ADDED TO WITH A MAXIMUM ADD -ON OF 3' FASTENED TO PANEL BY THE USE OF 164 POP RIVETS 3/16" TUBULAR RIVETS OR 10 -24 THRU BOLTS 16 D.C. n CORNER PAN R ANGLE MAY VARY i. R. 79 _FLANGE -MAY_ BE_REVERSED -20 THRU BOLT W/ LOCK NUT 12" D.C. HEADER or SILL SEE ANCHOR SCHEDULE 500 CONNECTION TYPE "B" I !. OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH /64 RIVETS OR /8 TECK SCREWS 12' 0.C. RETURN PAN, ANGLE, TUBE OR WOOD MUST BE USED ON ALL BUILD OUT CONDl7TONS TO CLOSE OFF ENDS 8 RETURN PAN VARIOUS SIZES 1/8 X 1 1/2 FLAT BAR S ILL STUDDED WITH WINGNUTS SEE ANCHOR SCHEDULE CONNECTION TYPE "C" C - HEADER or SILL DETAIL 2 PLAN VIEWS DETAIL 12 A, 8, C g D E *. HEADER or SILL R_ i_MAY_ BE INSTALLED IN REVERSE DIRECTION 1" MIN. OR O CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER WITH 1/4 - THRU BOLT W/ LOCK NUT 6" 0.C. USED AS HEADER OR SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 TLS PSF MAXDAU I • '�0 7 5/8" MAX. R O HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 WJW061N4 PAAfr3. HEIGHT ,, • :. _• • 1/4 -20 BOLT LDCKNVT 6" -8" PAOLI BOTTOM ONE EACH SCE DETAIL 10 DETAIL 3 CONTINUOUS BLOCKING R 3/16 ANGLE BOLTED TOGETHER Y. H 1/4 -20 THRU BOLT W/ LOCK NUT 6' O.C. USED AS HEADER UR SILL CONTINUOUS BLOCKING 4 OR 01/41/ 1/4 -20 16 MAS ANGLE !INE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3" 0.C. 3 , 'MIN.. EDGE DISTANCE a • - PQURED • CONCRETE ONLY OPTIONAL USE OF 1/8" ANGLE FOR PURPOSE OF EXTENDING FLOOR PLUG AND MACHINE SCREW ANCHOR 12 0.C. D SLOTTED MOUNTING HOLE MAY HE USED IN CENTER N`B OF PANEL. TIP. FOR ALL HEADER ON TOP SPECL4L PAN APPLICATIONS. SILL ON BOTTOM 1/4 -20 x 3/4 KNURLED STUDS W17H WASHERED WINGNUTS (7•P.) OR 1/4 -20 RNE7NUT WITH 7/4 -20 FLOOR PLUG (7)7.) — — INSIDE CLOSER PAN ASSEMBLY CLOSER PAN HANDLE SEE ANCHOR SCHEDULE CONNECTION TYPE "A" PANEL NOTCHED AT BOTTOM TO PASS OVER STUD AND WINGNUT IN SILL (EACH 510E) MAXIMUM GAP BETWEEN STROM PANEL AND D.L.O. SHALL NOT EXCEED 1/4" AS VIEWED FROM FRONT VIEW U HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 9" MAXIMUM SEE ANCHOR SCHEDULE CONNECTION TYPE "A" NOTE:" OOr ® HEADER or SILL r MIN. 1, \E. D. E.D.\ C STORM PANEL ROBERT S. MONSCUR, PE EB- 0006024 RV6 ENGINEE PING , INC WINDOW OR DOOR OPD•ING 2 3/4' MAX NOTE* MAXEILM PIPAC6' STORM PANEL HORIZONTAL INSTALLATION ELEVATION DETAIL 11 MAY BE MOUNTED VERTICALLY OR HORIZONTALLY WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 12 SOUTHERN PINE WITH 0.55 SPEC/F1C GR4VITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR St /CC/RELY ATTACHE TO FRAMING' STRUCTURE T- VERTICAL INSTALLATION ELEVATION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" R ® CONTINUOUS BLOCKING BOLTED TOGETHER WITH 1/4 - 77-TRU BOLT W/ LOCK NUT 12" 0.C. Q 1 \---7/4 -20 x 3/4 KNURLED STUDS WITH WASHERED WINCNUTS 12 1/2' O.C. (TYP.) R O CON77N000S BLOCKING IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. PRODUCT REVISED as comply!og with ttra Fbtida Balding Code Acceptance No 0/— l Z Z Expiration Date By Miami Division Product Control 07 0 6 Q LLJ Z m REVISIONS BY1 03/20/98 06/12/98 08/14/98 01/17/01 SP SP SP SP r m w SEP f JRB / RSM O1l o/9e SHOWN 98001 2 7 •c,.1) 1/4 -20 FLOOR PLUG W!?' MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY, C' WECT1ON TYPE /MAIM 4 E : D: . REFER TO DEFECTION CHART COM ECTION 1/4 -20 FLOOD PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD " MIN. eNf rwx ER. STORM PANEL CLASS SEE ANCHOR SCHEDULE CONNECTION TYPE "8" DETAIL 15 HEADER or SILL —3/4" MIN. 1 1/4" MAX. DETAIL 21 NOTE: SERVE THRU WINDOW THE METAL TECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NOTE* I SEE ANCHOR SCHEDULE DETAIL 16 STORM PANEL 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X. 125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S. F. MAX. RMAXIMUM PANEL LENGTH 48" - 1 - 1/ 4" MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" 0.C. a wt� EP •. NOTE:* • X f DETAIL 17 N OTE* 1 /4' PANEL MATE SCREW WITH 14 -20 e WITH WASHERED WINGNUT HEADER OR SILL WOOD, CONCRETE Ec OR MASONRY 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL or HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" WOOD, CONCRETE OR MASONRY O Oor°HEADER or SILL SCREWED OR BOLTED TOGETHER 1 1 /4 -20 THRU BOLT W/ LOCK NUT 12' O.C. CONTINUOUS BLOCKING 1/4" ANGLE 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 22 ADJUSTABLE HEADER OR SILL REFER TO DEFECTION CHART M CH- STORM PANEL HEADER or SILL E0 a'a ': 1VQ SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 4" 0.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY STUD HEAD NO :* PANEL SECURED Wm,. — WASHERED W/NGNUTS STUCCO FINISH REFER TO DEFECZON CHART NOTE: STORM PANEL DETAIL 19 ®D p STUCCO INSTALL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" ANDO1 IE4DER or SILL NOTE* 5":7 C'M' CTION TYPE "A" � O GLASS COTa€CTlOIi TYPE "A" DETAIL 14 1/4 -20 MACHINE SCREW ANCHOR DETAIL 20 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE. MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCUREL ATTACHED TO FRAMING STRUCTURE 1 0 t ROBERT 3. MONVSOUR, PE EB- 0006024 1RTIE ENGINEERING. INC. 1.25 DU, laTRUDED ALWINUM TUBE .062 WALL THICKNESS 1.125 DU MOLDED MTLON CAP 1/4 - M/s FLOOR PLUC 5/8' STANDARD 1' MAX PRODUCT REVISED as complying wtds the Florida Baidiug Code Accrptance No 0/.4 2 Z Ezpi Boo Date By Miami D Division . ..rr • L . L c Product Coatro! 07 06 7 06/12/98 08/14/98 01/17/01 01/11/02 1 0 REVISIONS ET") 0 3/20/98 4/20/98 SP SP SP SP SP SP r l 3 N 0 CD 0 7 - DESIGN PRESSURE PANEL SPAN 27.93 142" 25.57 139" 29.99 1 36 " 35.36 132" 37.44 130" 39.70 129" 40.77 127" 44.40 724" 47.87 723 57.23 7 79" 58.06 7 12" 67.47 709" 6.6.85 704" 77.46 700" 75.30 95" 81.45 88" 86.83 82" 91.44 78" PANEL HEIGHT o " -90' 90" -142 WALL MOUNT — 2 5/8 "— 3 1/2" INSIDE MOUNT 2 5/8" 1 3 1/2" BUILD OUT 2 5/8" 1 3 1/2" PANEL HEIGHT I o'-104" I 104"-142" WALL MOUNT 1 2" 1 2 1/4" INSIDE MOUNT 1 2" 2 1/4" BUILD OUT 2" 1 2 1/4" 24 ga. SI LEL USE 59.5 P.S.F. COLUMN AND 124" PANEL SPAN ON ANCHOR SCHEDULE FOR ANCHOR SPACING FOR • SPANS OVER 124" 3 8 f ,,' THE METAL T ECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. FRONT VIEW SIDE V1EW 142" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED I7GH VOLOCITY HURRICANE ZONE PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL 24 GA MAXIMUM MAO= STEEL STORM PANEL It re VIEW SIDE VIEW 142" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN HIGH VOLOCITY HURRICANE ZONE PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL • HORIZONTAL BRACE STRAP 1/4 -2D STUD WITH WINCNUT 12 1/2" O.C. DETAIL "E" 1/8" X 3/4" FLAT ALUMINUM BAR SIDE VIEW FRONT VIEY/ MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4" (TYP.) DETAIL "F" 3. FASTENER MUST BE IN NORROW PORTION OF KEY HOLE. IF NOT A KEY HOLE WASHER SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE DETAIL "G" 8" DETAIL 13 ON SHEET 3 n. rc DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HDR. OR SILL -KEY HOLE WASHER 9ne HORIZONTAL BRACE STRAP - PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETAIL 3, 4, & 8 ON SHEET 2 DETAIL 3, 4, & 8 ON SHEET 2 WALL MOUNT ANCHORINC PANEL TOP et BOTTOM hurl STUDDED HDR /SILL HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT WIT}i HDR. AND SILL TYPICAL SECTION VIEWS ROBERT GS. I M40NSOUR, PE EB- 0006024 ¢R1"is ENGINEERING, INC. ILAINNIIMINMML DETAILS 5.7,9, 10 AND 11 ON SHEET 2 DETAILS 5,7,9, 10 AND 11 ON SHEET 2 BUILD OUT WT1H HDR. AND SILL DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 DETAIL 4 ON SHEET 2 INSIDE MOUNT WITH HDR. AND SILL PRODUCT REVISED as complying rIth the Florida Belding Code Acceptance No O — Z Z Expiration Date p rod act Control By Miami Dad Division 07 00 6 / 1 REVISIONS ET 03/20/98 06/12/98 08/14/98 12/04/00 01/17/01 01/11/02 09/09/02 Nir SP SP SP SP SP SP SP l w 8 a wow SEP/JR8 N In 01/10/98 SHOWN J 9 800 7 4 s 7 .a„ ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 5G.6 pc- 71.5 PSE = -_= Ec.cc:., =E- I c r : c = e - - S L C C - : C I E - , E _ - -= c= :. --•r''CT-°r-' crc%c= r:c.N -RE tr. c • I • A r.CHOR TYPE -- -- -- PANEL - E.D. - + ■ r� ; E A I I . . _I ! I E 1 C 1 D I E : A j B I C I D j E I a I B C I C' L E ' 68" Span 3 _ 16 13 11 13 13 • 16 13 13 13 13 16 13 9 13 13 16 13 10 13 13 16 13 7 13 13 16 • 13 8 13 13 16 13 9 13 13 16 13 11 13 13 16 . 13 7 13 13 16 13 9 13 13 16 • 13 6 13 13 16 13 7 13 13 2- 1 1. - F,1 '—�� I _ U _ 3 16 • 13 8 13 13 1/4 SLEEVE ANCHOR 1 1/4' MIN. EMBEDMENT _ 88' Span 2" 16 13 10 13 13 16 ' 13 : 7 13 13 16 13 8 13 13 15 13 5 13 13 16 . 13 6 13 13 16 8 7 12 13 16 9 8 12 13 16 8 6 10 12 16 8 • 7 11 12 15 7 5 9 10 15 7 5 9 11 1/4 105- Span 2 16 : 9 . 7 12 13 16 9 8 12 13 16 8 6 . 11 12 16 8 7 11 12 15 . 7 5 10 11 : 16 7 • 5 . 10 11 15 5 5 7 6' 15 14 5 5 . . 6 ... S 14 . 5 , 6 6 5 12 : 4 : 4 6 5. ■ 12 4 : 4 6 : .5... 2" 1/4" 124" 2 Span 3" 15 : 5 6 7 6 : 15 5 6 q 1 5 5 6 S 5 14 5 6 6 5 12 7 2 4 4 6 a 5 1 4 - 6 - - = _ _ - _ - - <_t :q• : -. : -_ •�__� ..i�•L= •.•- ,v._..._... .... _.�. J _._. _.. 2' 1 1/4- - _ _ — -- F.L =_-i _ - .- - - -- (� 68' Span 3- 16 13 : 10 : 13 13 i .. 16 13 8 13 13 16 13 . 7 13 13 115 13 7 13 13 16 13 6 13 13 114 13 6 : 13 13 16 : 13 : 8 13 : 13 i L 14 13 7 13 ' 13 16 13 7 13 13 : 13 13 6 13 13 15 13 6 13 : 13 12 12 5 12 12 2' III 1 1/4 1/4' SLEEVED DRIVE ANCHOR 1 3/9' MIN. EMBEDMENT 08'- Span 3' 16 : 13 8 : 13 13 : 13 10 13 • ... 13 16 12 6 : 13 13 ' 12 9 5 12 12 14 : 11 5 13 : 13 11 8 4 11 - 11 15 7 6 10 11 i 11 5 5 7 8 13 6 5 9 10 10 ' S 4 6 7 12 6 4 8 9 9 4 4 6 6 2 " r i 1/4- 105' Span 3 15 7 6 • 10 : 11 11 5 5 7 8 13 6 _ 5 9 10 10 5 4 7 7 12 6 4 : 8 : 9 9 4 : 4 ' 6 7 13 4 6 6 5 9 4 : 5 4 8 3 4 4 3 11 4 3 4 4 3 10 4 4 •: 5 4 . 7 3 3 4 2' 1/4' ZAMAC HAMMER DRIVE 1 318' MIN. EMBEDMENT 1/4 124 Span 3 13 4 5 6 3 4 a 4 5 3 1 4 4 5 4 3 4 4 3 10 4 4 5 4 7 3 3 4 - - - - - - - - -_- - '- ' - - - - - - -- - .rr - - :• 2" 1 ' �._ .:i4-1� - VARIOUS HEAD TYPES 68' Span 3 16 • 13 - 13 : 13 : 13 16 • 13 9 13 13 • 16 13 12 13 13 ; 16 • 13 . 7 13 13 16 13 10 13 13 1 16 : 13 6 13 13 16 13 13 13 13 ; 16 13 7 13 13 .................. .... ....... 16 13 10 13 13 15 13 6 13 13 16 13 8 13 13 : 14 13 5 12 13 2 t 1/4 - r t i r .l r�C; Y ' t -- - >-�5- .�- ��,��G�>_�� -�� >•. � :.. �,�-I 88" Span 3 ' 16 1 3 12 13 13 i 16 12 .. i ... 13 .. 16 13 10 13 13 + 14 11 6 13 13 16 13 8 13 13 I 13 10 5 13 13 6 .. .. 13 13_ 13 6 6 9 10 1• 16 10 8 13 13 12 6 5 E 9 16 9.......7 12 13 I ll 5 4 : 7 8 �� 2" 1GS11a � 1 L�1 C r l � L l f f l -��. � t 1 705" Span 3 ' 16 11 10 13 13 1 13 6 6 9 10 16 10 8 13 13 I 12 6 5 8 9 16 : 9 7 : 12 13 : 11 5 4 7 8 16 7 8 9 7 11 4 5 5 4 16 6 7 8 6 ;• 10 4 4 5 4 16 : 6 5 7 6 19 3 3 4 '"~ ll.T, M,.U." ;:1-VJXC, 2" t 1/4 a• SCREWS 1/ MASONRY O 1 1/2' MIN. EMBEDMENT 124' S Span 3" 16 7 4 16 6 7 8 6 10 4 4 5 16 6 6 7 6 9 3 3 4 3 - ' - 2 / 68' Span 16 13 13 13 s 13 : 16 13 9 .13 13 16 13 13 13 : 13 ! 16 13 8 13 13 16 13 11 13 : 13 16 13 6 13 13 16 13 13 13 13 i 16 13 8 13 13 16 13 11 13 13 16 13 6 13 13 16 13 9 13 13 14 13 5 13 13 i- 2 -5- 2' 1/4.20 x 7/8' , 1/2" DIA. MACHINE SCREW ANCHOR 7/8" MIN- EMBEDMENT 88' Span 3" 16 13 13 13 13 i 16 12 7 _ 13 13 16 13 11 13 13 14 11 6 13 13 16 13 8 13 13 13 10 5 13 13 16 13 11 13 13 13 6 5 9 10 16 12 9 13 13 12 6 5 8 9 16 11 7 13 13 i 11 5 4 7 8 2.5' 2 " 105' Span 3 16 13 11 13 13 13 6 6 9 10 16 12 9 13 13 12 6 5 8 9 16 11 7 13 13 11 5 4 7 8 16 8 9 11 9 : 11 4 5 5 4 16 8 7 10 8 : 10 4 4 5 4 16 7 6 9 7. 9 3 3 4 .: 2.5' 2" 124' Span 3 16 8 9 11 9 11 4 5 5 4 16 8 7 10 8 10 ,. 4 4 5 ' 4 16 7 6 - _ :: _ :t: :__ :� : :. - :' :_ :� i : : : :•s:;ii.; : : > : :::; ;' : :`: r - - ":`-:•'-_:+:;: : ? : :;- _- f- : : = :- :- ::•_E }E= 9 -_':I {_ : : : % -i- - ; : : :; :'_ [_:_E _ :.�iv :� . ;;_ •:• � +Y_• ......... r:.::. _.= =.. .: - .. - 2.5" 2 A N C H O R J SCHEDUL NOTES: Ii >< t ROBERT S_ kviONSOTTR, PE EE-- 0006024- Rft'4'K ENC:NEERINC, INC L -� SPANS AND LOADS SHOWN N THS SC#-EDLLE ARE FOR DETERMNNG ANCHOR SPACNG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDU.ENT AND EDGE DISTANCE EXCLUDES STUCCO AND/OR WALL FINISHES. SHADED AREAS REPRESENT ESENT ANCHOR: CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STA, THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE /NTSALL INTO WOOD, CONCRETE OR MASONRY - i PRODUCT REVISED as emptying srfih Lk Florida Bolding Code A cceptance No Expiration Date By Miami DadiProduct Control Division REVISIONS 03/20/99 06/12/98 08/14/96 12/15/00 01/17/01 BY SP SP SP SP SP 1 1' 7 5 SEP /JRS 01/10/98 SHOWN 98001 0 ANCHOR SPACING vs DESIGN PRESSURE . AND CONNECTION TYPE 81.5 PSE 91.4 RSF =__ _... : = _ = I CONCFE E BL 3CX POU RED CC =E-E I C: C =E = E_ :Cr. :_ . E : : +J T•..0 I \-_OiNNEC 1C: TY =E- cc:,N : - -C _.. .^ I E I C I D I E I -, I B^ 1 C ! 0 I E ANCHOR TYPE PANEL E.D. A I S C 0 ! E ! A I 5 I C 10 I E 63• Span 3 16 : 13 8 13 13 : 15 13 . 9 i3 • 13 16 : 12 • 6 : 13 13 _ 16 12 • 7 : 13 : 13 16 11 j 13 13 ` 10 11 6 13 13 16 9 8 : 12 13 16 9 2 : 12 13 16 . 5 7 11 13 ; 16 8 7 11 : 13 15 7 5 10 11 i 15 7 6___10- 11 2- 1 1/4 I I I � f 1 /4_ SLEEVE ANCHOR 1 1 /4 MIN. EMBEDMENT S8 Span 3 16 6 6 8 7 16 6 7 8 7 14 5 5 7 6 14 5 6 7 6 13 5 4 6 5 ; 13 5 5 6 5 14 5 5 6 5 14 5 6 6 5 13 4 4 5 4 i 13 4 5 5 4 11 4 4 4 f 11 4 4 5 4 2 1 1/G 105 Span :: :: -`•_.a -- — -: _::::- , 2' IL 68 3- 16 11 7 13 13 13 8 : 6 : 12 13 15 10 6 13 13 11 7 . 5 : 11 11 14 9 : 5 13 13 10 6 . 4 . 9 10 15 : 7 7 . 10 12 ; 11 5 _ : 6 : 7 : 9 t 13 _ 6 5 • 9 10 110 5 _ 5 7 8 12 : 6 4 • 8 9 ' 9 . 4 4 6 7 2- C I I I I 1 .t 1/4 I]- 1/4 SLEEVED DRIVE ANCHOR 1 3/9' MIN. EMBEDMENT BE Span 3 13 5 6 7 6 i 10 4 4 5 4 12 4 5 6 5 E 9 3 4 4 4 10 4 d 5 4 18 3 3 4 3 12 4 5 5 4 9 - : 4 4 : 3 10 3 4 4 3 i 8 " _ :-.:-..-1.. 3 3 = - _,, 9 3 3 4 3 ': 7 -- __ 3 = =- 2 t vd 105 Span ., - - ''- `'_''_ 2" _ 1/4• ZAMAC HAMMER DRIVE G 1 •MIN. EMBEDMENT 3/B E 1 t /d_ 2 4 Span S a _ _ _. - - - _ ____— ___ _ _ _ -- -- - - - -- - - - - - _ _ _ - - _ _ - -_ - _ - - _ - __ __. _ _ __ 2 _ ___ __ 4 _ VARIOUS HEAD TYPES 68• Span 3• 16 : 13 11 13 : 13 ! 15 : 10 7 13 13 16 : 13 9 13 : 13 i 14 : 9 5 13 13 16 : 13 7 13 : 13 12 : 8 4 11 12 16 11 10 13 13 i 14 7 6 9 11 16 10 8 13 13 1 12 6 5 8 9 16 9 7 12 : 13 '• 11 5 4 7 8 2- 1 ■ S.G;rl,S.,Z21. MGiML'.11>% BB Span 3 16 8 9 10 9 I 12 . : 5 6 5 16 . 7 7 9 8 i 10 4 . 4 5 4 16 6 6 8 7 1 9 4 3 5 4 16 : 6 : 8 i 6 I 11 3 5 5 3 16 5 6 : 7 5 19 3 4 4 : 3 15 5 5 : 5 5 i 8 3 3 4 3 — 2• M A ar�M - \ A r � % 1 1 /a . :.: ._ - �_.� �J 114' 7/4 MASONRY SCREWS 1 1/2 MIN. EMBEDMENT 1 ..5 San - -_ _ .... - .. _. ,.. .._ ' 3:' rcr—'°::_:;"_,-.-__._-._._. ..— .._....c— :.— y__.....•..__._. : .____.._._._..__ ___— �.__.__......._�_ = _, s -�-'. _�: .. _..__ �:_:. _...r: ._.__....._.__... :: F:• 7:::::.:.:::.:: .. _. _. ..'. :_ -_ e . a•: .._ ...._._I:rc:::TFa- :` :::6:_?!' -_ =`.i - =_ =F: _ 68• Span 3- 16 ; 13 12 13 13 E 15 : 10 7 1 3 13 16 : 13 10 13 13 . 14 9 6 13 13 16 : 13 8 13 13 ' 12 : 8 5 11 12 1 6 ..... 1 3 ..... 1 . 1 ..... 13 13 1 14 7 6 9 ...... 11 o .... 12 6 5 8 9 16 11 7 13 13 111 5 4 7 8 1 6 2.5 2- _ 7 /a -2o x 7/8• . 1/2 DIA. MACHINE SCREW ANCHOR 8S• Span 3 9 : 9 • 13 11 i 12 4 : 5 : 6 : 5 16 8 : 8 11 9 i 11 4 . 4 16 8 i 5 10 8 i 9 4 : 4 . 5 4 16 : 7 : 8 : 10 : 7 I 11 i 3 : 5 : 5 i 3 : 7 9 6 9 _ 3 4 4 3 16 : 6 S . 8 . 6 ! 8 : 3 : 4 • 3 2.5• 2• 105 S an •:•.:::.:'-: .. ---........._ ._....- .? :.....__......._. ..... __.._.:...�._....'_••_.-_'---.. : __ _ .._._.__. _._...__ __......._...._...........___........_..._...:::::.::.:•::_: . :_.::..: ::.y- :.:.__- ._.- ::. -:. 2.5• 2 • 4• 2 Span ..... ....:. :'• . :.•- - - -- — - • 2.� A N C H O R S C H E D U L E • JP ROBERT 1 1� i iON"SOUR, PE EB— 006024 E 1HS EtiGIN 2Ir 3. NOTES: SPANS AND LOADS SHOWN N TI-IS SC EDULE ARE FOR DETERNINNG ANCHOR SPACNG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. 1 ✓.INIMU,! ENBEDMENT AND EDGE DISTANCE EXCLUDES SPUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE r SHALL BE THE RESPONSIBILITY OF THE NI T — CO Zi' .0 CR r VERIFY I rf SOUNDNESS C t, E F O THE STRUCTURE UCI P r r , U,E — O W lr1 STAND THE ADDI�C,VA L LOADS AND LVSURE PROPER ANCHORAGE. SHUN YST_? MAY BE S � J, ,r., INTSALL WOOD, t .,� III — ,SALE INTO CONCRETE OR MASONRY. PRODUCT REVISED m complying is with m�e Florida 8 Bnidin 8 Codc Acceptance No 01 — 12 Z - 07 Expiration Date o O 6 Coatrul U , By Dade Division ■ REVISIONS 1 � 03 /20/98 06/12/9 j_se SP 0 8/14/98 sP 0 1/17/01 SP I WOOD APPLICATIONS UP TO 59.5 PST= UP TO 71.5 PSF UP TO 51.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYFE ANCHOR TYPE DIA. SPAN A I 5 I C I 0 I E A I 6 I C I 0 I E A ! 6 I C I 0 I E A I 6 I C 0 I E l, (� I , 1` . . i\\ \' ^ ( BRASS w000 BUSHING - I ..a Tt N P t •J T N t" M O E E 1 /4.20 63 SP rt 1 13 5 13 13 l i 8 4 11 l i C d 4 6 7 8 z 4 12 12 : 5 . 12 12 9 4 3 6 7 8 3 d 3 3 10 7 4 10 10 8 3 3 4 3 _ - - - - 9 4 4 6 7 - - _ 88 S P' N t05 SPAN _ SPAN 2 5 12 : 6 5 6 9 - .. .. . 9 3 4 4 .: 14 — - - 7 V " 6 - 9 : 11 11 4 5 5 3 _ = _ _ _ •' ter _' " � _ - •.- . 0r`C��S1. rC1\�t ' F�`-. - - 1��•r 1/ 68' SPAN 16 13 8 13 13 ... 13 .. 14 11 6 13 13 - 12 6 5 8 9 10 1 4 4 16 13 10 13 13 16 13 7 13 13 14 7 6 9 10 12 4 5 6 4 15 13 6 13 : 13 .. .. 12 6 5 8 9 10 4 • 4 5 4 - - 16 . 13 8 • 13 13 14 7 6 9 10 12 4 5 6 4 ... . :•: . •:: .... , -::: : - • 14 • 9 6 .... ' 13 • 13 .... .. .. 10 4 4 5 4 ;Y ; - - ..';_'f fir.; - - - 16 10 7 13 : 13 12 5 5 6 5 _ _ ___ c c-+•. __.._. ;; �::! s. �..—.. . . •n�• .� g- _•.::.- .i-- __.^__.? -• - - 88 -SPAN 10 SPAN w000 LAGS - PENETRATION i MINIMUM TREAD N n MI vl M T D E E 0 E 124" SPAN 68 SPAN 1" u rrrrrr r -rr rrr r r}rr WOOD LAGS 00 MINIMUM TREAD PENETRATION 5/16 88" SPAN 1O5" SPAN 124 P S AN ... _ - => 16 13 ._ __= _ '=..._--�- ma ..� ...-- _ -'. :_-=— -�r =y' -' - =-- ; _-= - -'r =' 8 - 7 11 13 4 6 _ = - = = == = = = ` rtr Ott `«rs��1``,'�•� • }; rr F. Fr. }��r,�Y },-. ,�',. 4. wOOD LAGS MINIMUM TR AD PENETRATION 3/8 68 SPAN 16 13 1 13 13 16 13 9 13 13 16 8 7 11 12 1 16 .. 13 9 • 13 13 ......... ........... 16 8 7 10 12 14 5 6 6 5 - - - - - - - - - - . Vii .... .... ..... .... .... .... .... ..... 16 : 12 14 5 `R5`•:; _ = " - _ 8 • 13 • 6 7 .. • -� - -_ _ _ = - - -• ' - - - -- - .. .. ._.. 13 6 _. —= r . -. 88" SPAN 105' SPAN -- -- - - -- -- - -_ -- - -- - - - 124 SPAN - - - -- - _ .i_ - . ._ ._. _ - . ' --- _��. ::.,.: :. _ - _� - 1 } Cfr1t \��t[ tr , rfrfrrrf.- rrrrr. },V }r> WOOD LAGS • MINIM M TREAD PENETRATION 7/16 68 SPAN 16 13 12 13 13 16 13 9 13 • 13 16 9 8 12 13 15 16 10 13 6 13 ' 13 16 8 8 12 13 15 5 7 7 6 -- - - "- - 16 13 9 13 13 16 6 7 8 7 16 9 8 12 13 14 5 6 6 4 B8 SPAN 105 SPAN) - __- - - — - - - - -- ; :�._� v: = r= -- Y `= _ =__ -= _ — ^ : - _.'S; -.r: 124 SPAN q1 ,�{�,�Rt1q' �1�' % +'� W 1 - MIN 7 /8 I'` 1/4 t `1 [ r� }��T` IV,:�� ,, x7 ELCO PANEL MATES THREAD PENETRATION E 1/4" 68 SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 4 3 5 15 12 10 13 6 13 13 6 5 8 9 4 4 5 4 ' - -- - •• 13 6 - . - • 1 . 3 •- 13 - 6 5 8 9 4 4 5 4 - - 14 10 = - - - 14 • L---- 10 _- - - - : 9 6 4 4 _- =' 13 : 13 5 : 4 9 12 6 5 8 9 3 = 4 4 3 88 SPAN 105" SPAN -_ -- = _ - -- - -'`' _ _ 12 6 - -- 9 3 -- ____ - - 2 SPAN S _ - - - - -- _ - - _ -- 9 .'_ ' 6 .• 13 13 4 4 5 4 _ __ __ _ _- __ _ __ - _ - - - � 5 :8 ^ � - 9 �� 4 4 - _ • _ - -- - r� /a" ELCO PANEL MATES R PENETRATION , 7 M IN TH AD /6 E 1 /4 68 SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 15 12 10 88 SPAN 105 - SPAN - - - SPAN A S N VERIOUS HEAD TYPES 1/4'• 68 SPAN 16 13 8 13 13 15 13 6 13 13 14 9 6 13 13 12 6 5 8 9 9 3 4 4 : 88 SPAN 14 11 6 13 13 12 9 6 5 8 10 4 3 5 12 6 5 8 9 10 4 4 5 4 -- - 10 4 4 5 4 = - "" = - _ _ _ ■ 1 }I �M.i.}L;[.M.I.�I;�U.\ ..:'-- 1/4" MASONRY SCREWS 1 PENETRATION 7 / MIN R A 7/8" MIN. THREAD D 105 - SPAN = - _ _ - _ == a 2 SPAN S A N C H O R NOTES: SPANS AND LOADS SHOWN N T}-IS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPEC/F7C GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING .5 /KUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND 174E ADDITIONAL LOADS AND INSURE PROPER ANCHOR4CE. SHUTTER SYSTEM MA BE INTSALL INTO WOOD, CONCRETE OR MASONRY. Y) S C H E D U L E ROBER S. MONSOUR, PE EB- 0006024 2R•115 ENGINEERING. INC. PRODUCT REVISED as comptvtcg with the Florida Batdlog Cod[ Acceptance No O/- /- 'Z-4.0 7 Dat 51�Z 2 00 6 P 1 REVISICNS I G 06/14/98 01/17/01 SP SP l N rn w a., SEP /JRB/RSU 0rjl �a .SHOWN 98201 7 7 Miami Shores Village Building Department " '' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEB 5'1, 2 004 Tel: (305) 795.2204 Fax: (305) 756.8972 1 L /-s BUILDING Permit No. PERMIT APPLICATION Master Permit No. 9-003 7 FBC 2001 Permit Type (circle): Type of Work: ['Addition Describe Work: Owner's Name (Fee Simple Titleholder) PATT,,CIA Po Za CFPhone # Owner's Address e j 5 ' c 9 -� / City 1tkl I \M.\ S Ofq Q State Zip t Tenant/Lessee Name Phone # Electrical Plumbing Mechanical Roofing Job Address (where the work is being done) 7 S^ ti • cs ? 5 <2>7 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO M fs Fac> -.-. c--,-.--) ,-.--) f' Contractor's Company Name � � t�f I 1 � (O i STOci ( 8 oL Phone # 7 S cr C X776 Contractor's Address —[ N & ( 4) . `'`-) c-„-75' City l/j? t State _ Zip "9 /� Qualifier �� /9C e Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: ['Alteration ['New ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * ** Submittal Fee $ Permit Fee $ 3 CCF $ Notary $ Training/Education Fee $ Technology Fee $ Zoning Bond $ Scanning $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Radon $ CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** •******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** t 400Z - gad Plans Examiner .� APPLICATION APPROVED BY: Chc 12/15/03 Engineer Zoning v M M IDA E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Cury -A -Tech Corporatioii 930 W. 23'ti Street Hialeah, FL 33010 SCOPE: R,B Mg OA HA- DOE Oa `7 C" G_• ?' Si as reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 0 WEST.FLAGLER STREET, SUITE.1603 • MIAMI, FLORIDA 33130 -1563 (305.) 375 -2901 FAX (305) 375 -2908 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 an areas where allowed b d other the Authority Having Jurisdiction (AHJ). y 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) �e th t to have this product or material tested for quality assurance purposes. If this product or material fails to e right in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ mayiiimmediately. y. 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 roduc material fails to meet the requirements of the applicable building code. 1? or This product is. approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code.. DESCRIPTION: Series 400 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.W97 -31, titled "Series Horiz.Sliding. Window with Louvers", sheets 1 through 4 of 4, dated 10/6/97 with revision E dated 3/6/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Divisin. .MISSILE IMPACT RATING: None . 4 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, • state an following statement: "Miami -Dade County Product Control A d RENEWAL of this NOA shall be considered after a renewal application has been filed and them 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 and shall be avail 1 a iitip Y manufacturer _.. .. O..W uisuiouu This NOA : on at the job site at the request of the Official. n' ' ne mentioned OA # 00- 0327.12 and consists of this page 1 as well as approval document : ' ov e. The submi No 03- 0320.14 April 17, 2008 April 24, 2003 P age 1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS- WINDOW DIMS. STD. MEETING RAILS XO OR OX SIZES ONLY H. - D. MEETING RAILS X0 OR OX SIZES ONLY 3/16" - ANN. GLASS 3/18 " -ANN. GLASS 3/16" -TEMP. GLASS WIDTH HEIGHT A DOI ( +) 1 NT. ( -) EXT- ( +) 1 NT. ( -) EXT- ( +) 1 NT. ( -) 24' 36" 48" - 60" 72" 24" I , S , d 0 0 t0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 .125.0 60.7 125.0 60.7 125.0 60:7 •125.0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 110.1. 60.7 110.1 . 60.7 125.0 24" 36" - 48" 36' 6 6 d tG 0 CO 60.7 125.0 60.7 125.0 60.7 125,0 - 60.7 113.8 60.7 113.8 60.7 113.8 60.7 102.6 60.7 102.6 60.7 123.9. 60" 72" • 60.7 82.3 . 60:7 82:3 60. -7 102.4 60.7 70.5 60.7 70.5 60.7 85.3 24" 36" 48" 60" 72" 59.6 d d co c0 t0 60.7 125.0 . 60.7 125.0 60.7 125:0:. 60.7 85.3 60.7 85.3 60.7 85.3 60.7 74.8 60.7 74.8 60:7 82.6 60.7 60.7 60.7 60.7 60.7 72.1 54.3 54.3 54.3 54.3 60.1 64.0 24" 36" 48' ' .60" 72' . 60' - • d 0 CO CO 60.7 74 -4 -, 60.7 102.4 60.7 102.4 50.6 50.6 60.7 68.3 60.7 68.3 39.0 39.0 60.7 62.0 60.7 62.0 X X 45.5 45.5 52.9 52.9 X X 41.8 41.8 47.2 47.2 26-1/2" 37" 53 -1 /8" 74" • - . 26" d d tD t0. 60.7 125.0 60.7 125.0 60:7 125.0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 95.6 60.7 • 95.6. 60.7 115.0 26 -1/2" 37" 53- 1 /8" 74" 38 -3/8 d d t0 .t0 60.7 125.0 60.7 125.0 60.7 125.0 60.7 103.9 60.7. 103.9 • 60.7 • 103.9 60.7 86.3 60.7 86.3 60.7 107.1 60.7 65.6 60.7 65,6 60.7 77.9 26 -1/2' 37" 53-1/8" 74" 50 -5/8" 60.7 109.9 60.7 109.9 60.7 109.9 60.7 78.7 60.7 78.7 .60.7 78.7 60.7 61.7 60.7 63.8 60.7 72.0 49.7 49.7 50.8 50.8. . 60.1 59.0 26 -1/2" 37" 53 -1/8" 74" 63' .. d d 0 c0 58.3 58.3 60.7 88.3 _ 60.7 88.3 42.4 42.4 60.7 63.3 • 60.7 63.3 30.7 •. '30.7 49.8 • 49.8 51.6 51.6 X X - ' 39.0 .' 39.0 39.8 39.8 DESIGN LOAD CAPACITY - PSF HEAVY DUTY MEETING RAIIS XOX SIZES ONLY WINDOW DIMS. 3/16"-ANN. GLASS 3/16" -TEMP. GLASS 31( VIDTH HEIGHT A • EXT. ( +) 1 NT. ( -) EXT. ( +) 1NT. ( - ) 72" 84' 96" 108' 120' 24" . 7 8 10 • 10 11 60.7 116.5 60.7 • 125.0 80.7. 99.4 60.7 • 125.0 60.7 87.9 60.7 125.0 80.7 83.2 60.7 • 125.0 60.7 78.6 60.7 125.0 72" 84" • • 36" ,.. 10 11 (0 0 0 "- 60.7 73.8 60.7 99.6 60.7 64.0 60.7 97.5 55 8 • 55.8 60.7 99.8 96" 108' 120' _ • 47.6 47:6 60.7 88.5 42.9 42.9 60.7 80.7 72" 84" 96' 108' 120' 7 8 10 - 10 11 • 55.8 55.8 60 :7 74.7 50.4 50.4 60: 73.1 • 48.3 48.3 .` 60.7 70.8 43.1 _43.1: 60.7 65.1 • 37.1 37.1: 59.6 59.6 72" 84" 96" 108" • 120" 7 8 10 10 11 42.9 42.9 ' 58.8 58.8 42.6 42.6 53.3 53.3 37.1 37.1 49.6 49.6 34.4 34.4 ' 47.0 47.0 32.0 32.0 45.0 45.0 74" 106 -1/4" 26" 7 10 80.7 100.5 60.7 125.0 60.7 70.1 60.7 125.0 74' 106-1/4 38 -3/8 7 60.7 68.2 60.7 90.9 10 48.7 48.7 60.7 84.5 74" 106-1/4" 50 -5/8 • 7 • 52.2 52.2 60.7 68.9 10 41.1 41.1 60.7 62.6 74' . 106 -1/4' 63 " 7 40.1 40.1 51.1 51.1 10 33.4 33.4 40.0 . 40.0 SEE COLUMN 'A' FOR -a. NO. 'OF ANCHORS AT HEAD OR SI it II 11 I I 1/16" ANN. GLASS II II II II SEE COLUMN A' FOR NO ANCHORS AT HEAD OR SILL 4" II II II I - . .t -.i� - - -__ - 1F - ' - 1� - -- 1 / / ' I 1 II j/.-(," ti 11 3/16" ANN../TEMP. GLASS II 11 II I I TYPICAL ELEVATION ( XO OR OX ONLY ) _ SURFACE APPLIED MUNTINS OPTIONAL -n 11 I1 II I II II II II 4" 6" MAX: II 11 II 11 // % t •n 3/16" ANN. GLASS 11 11 11 II 4" 116 -3/4 "MAX: J F- T P. i 1 WINDOW WIDTH TYPICAL ELEVATION ( XOX -) OF NG VENTS TO BE ±1/4. THE WIDTH OF THE WINDOW SURFACE APPLIED MUNTINS OPTIONAL 6" MAX. N 0 BASED ON FTL -1386. DATED 7 -7 -96 TEST SIZE = 118 X 60' ()COX) ItSI LOADS = +67.5, -67.5 PSF DESIGN LOADS = +45.0, -45.0 PSF WATER INFILTRATION TEST = 9.1 PSF ItSICD GLASS = 3/16 " - ANNEALED H.D. MEETING RAIL A = ANCHORS PER HEAD & SILL 31E TEMP. GLASS READ. AT FIXED LITE ONLY SERIES -400 ALUMINUM I ORIZ. ROLLING - WINDOWS COMPARATIVE ANALYSIS CHART BASED ON FTL -1364 DATED 2 -1 -96 TEST SIZE = 72" X 48 (XO) TEST LOADS = +91 -0, -91.0 PSF DESIGN LOADS = +60.7, -60.7 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS = 3 /16 "- ANNFAI FD STANDARD MEETING RAILS NOTES; 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. . 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ..n�c�cu,n no c-n innn = ANCHORS PER HEAD 8c SILL 1220 'Ent: OR, HUMAYOUN FAR000 . STRUCTURES . FLA. PE 1 16557 CAN. 3538 Approved as complying with the Florida Guiding e Date 4 I NOAH' Miami Dade Product C. , trol Di 1 i m n N N p' Z o O m g . z 0 r rn 0. 0 U C 0, O c 0 a 0 of m V a 0 0 0 4 w 0 Y 0 w 0 W 0 i' z a 3 m o 0 0 o 0 ai ' N fD ai a r7 n 0 (B O h C < m -.0 0 W- c drawing no. W97 -31. sheet 1 of 4 SERIES 400 HORIZ, WINDOW HEIGHT WINDOW HEIGHT .. e rr e a.. 8. °d. • 4 .. TYPICAL ANCHORS I'BY OR 2'BY WOOD BUCKS 4 X X 2 WOOD BUCKS NOT BY CURV — A -TECH, . MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. © MUM el I O ra LOCKS LOCATED AT ±10 -3/4" FROM EACH END 1/4' SHIM MAX. ... 4' • , T Sr . °. • Y•` TYPICAL � TYPICAL ANCHORS �. 4 O EY O a V W NJ IX O W N t.•) t J O • Q Ntl. w 3� J EE O ((I) V o) n p m O 0 1 0 0 0 rn CO 0 w 0 ;I Q" 0) I CO CO aJ M c 0 U 0 0 L o 0 v II W H W U U 0 z n 0 0 0 0 0 0 n w ) a drawing no. W97 -31 (sheet 2 of 4 ) FOAM PAD d TYPICAL ANCHORS d I : II CD I� 061 O fil l / . 11 W2 `' . W4 ® _ !1►I� W1(WEEPHOLE) 4 . TYPICAL ANCHORS EXTERIOR - WINDOW WIDTH xox LAYOUT TYPICAL ANCHORS; A. INTO 2" BY WOOD BUCKS 3/16" DIA. TAPCONS WITH i -3/8 MIN: PENETRATION INTO WOOD B. INTO 1 BY WOOD BUCKS OR INTO MASONRY 3/16° DIA. TAPCONS WITH 1 -1/4 ". MIN. EMBED INTO MASONRY f-• c LAZIl G METHOD; EXTERIOR GLAZED, 3/8" TYP. GLASS BITE, USING SIUCONE BEDDING COMPOUND NO. OSI HM -270 AND ROLL FORMED ALUMINUM BEAD. 1 BY OR 2 BY WOOD BUCK EALA i S: ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. WEEPROLES: Wi - 3/8" NOTCH IN LEG AT EACH END W2 — 3/16" X 2" NOTCH 4 PER SILL W3 — 3/16" X 2" NOTCH 3 AT XO & OX SIZES 4 AT XOX SIZES OPEN CELL FOAM PAD (1/2"X 3/4"X 3 -1/4") AT EACH W3 W4 — 1/2" X 1/8" NOTCH AT SILL TRACK AT 2" & 39 -7/8" FROM EACH END (XOX SIZES) AT 1-1/4" FROM EACH END (XO OR OX SIZES) • k een l\ A - rr • • • Approved as complying with the Florida Balding C Date NOM!' Miami Dade. Product Di B ITEM f PART # REQD. DESCRIPTION REMARKS 1 10248 1 FRAME HEAD 6063-T5 2 10845 1 FRAME SILL 6063 -T5 3 10847 2 FRAME JAMBS 6063 -T5 4 11822 1/ VENT H.D. FIXED. METING RAIL 6063 -T6 4S 10249 1/ VENT STD. FIXED MEETING RAIL 6063 -T6 5 10846 1 SILL TRACK 6063 -T5 6 10250 2/ VENT VENT TOP /BOTTOM RAIL 6063 -T6 7 - 1/ VENT 5/16" BOX SCREEN OPTIONAL -• 8 10257 2/ VENT VENT SIDE RAIL 6063 -T6 9 11823 1/ VENT H.D. VENT' INTERLOCK RAIL 6063 -T6 - • 9S 10256 1/ VENT Spa. VENT INTERLOCK RAIL 6063 -T6 10 C -3055 4/ VENT .WHEEL HOUSING & GUIDE NYLON C 3056 2/ VENT ROLLER PIN STAINLESS STEEL 11 12 C -3085 4/ VENT VENT FACE GUIDE NYLON 13 - 2/ WINDOW WEEPHOLE HOUSING & FLAP NYLON DR CELCON 14 - AS REQD. ALUM GLAZING BEAD ROLL FORMED ALUMINUM 15 - AS REQD. .SILICONE GLAZING COMPOUND DSI HM -270 16 7916 -187 AS READ. •FINSEAL WEATHER STRIP 17 - AS REQD. N 8 X 1' SHSPHP SCREVS ASSEMBLY SCREVS 18 10255 4 ALUMINUM VENT LATCH 6063 -T6 19 C -3081 4 LATCH SPRING CLIP. STAINLESS STEEL 20 C- 3057- 2/ VENT -BRASS ROL-LER 21 - 1/ VENT ti 8 -X 2 -1/2' SMS FIXED RAIL BOTTOM SCREV TYPICAL ANCHORS r -- STD. MTG. RAILS (FOR XO OR OX ONLY) 0 •a1W111111111 1111\11IOL1+ (� O • EXTERIOR HEAVY DUTY M'IG. AIi S XO LAYOUT OX OPPOSITE 1/4'. SHIM . MAX. • . WOOD BUCKS NOT BY CURV -A -TECH MUST SUSTAIN IMPOSED LOADS . A n. — TYPICAL ANCHORS a Approved es complying with the . Florida :, 'ding C,:, - Date J' I / / NOA # 1.1.1,0/'L Miami Dade Product 1 • ' 'on, i ,i.,. .ice,: 00- 0 w . zz F °' a as o O o z n. ,. © o U we it o i ' ' o 1 Nl. Li ao o , < c 1 W 3 2 .j0 cc o - J . • w � M� • (/) O.o 2 r-, C U 1 ) x N U U •0 Z a O Z M 0 m 0 ri ' w drawing no. W97 -31 (sheet 3 of 4 2.500 FRAME HEAD 10248 6063—T5 " C Lo J .812 VENT TOP/BOTTOM RAIL 10250 • 60 —T6 .921 SILL TRACK 10846 6063—T5 2.187 a312 2.312 FRAME SILL 10845 6063—T5 --I .812 1-•— FRAME JAMB 1.126 .812 1.046 .062 1 VENT SIDE RAIL 10257 6063—T6 1.500 1594 L594 1.624 H.D. VENT INTERLOCK RAIL 11823 .6063—T6- . HD nxtb' MEETING RAIL . 11 6063 —T6' 4 STD. VENT INTERLOCK RAIL 10256 6063—T6 STD. FIXED MEETING RJL 10249 6063—T6 FRAME TOP CORNER FRAME BOTTOM CORNER A Eng r: OR. HUMAYOUM FAR000 STRUCILIRES flA. PE # 16557 CAN. 3538 VENT CORNER Approved as complying with the Florida :aiding e Date 1S' NO& ctirokilnIVB Miami Dade Product. By • z 0 0 • g et, co 0 0 co z 3 w • QLj • o c.r) w 8: F5 Ts 0 ci) co 0 to co - 13 CD 0 I C') •4— CO ° " 2 cn —1 • ° 14 ") 01 M • c 0 r 6 .o 0 'o 0 c v.) 0 0 0 0 w • • *0 1 • 1 drawing •no. W97-31 sheet 4 of 4 )