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WS-09-1120Inspection Number: I NSP- 135940 Scheduled Inspection Date: February 25, 2010 Inspector: Bruhn, Norman Owner: APARICIO, JOSEPH Job Address: 1242 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments INSTALLATION OF: 11 NEW NON - IMPACT WINDOWS 2 NEW IMPACT DOORS 11 IMPACT ACCORDION SHUTTERS Passe 9 2 J 1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 133683. CREATED AS REINSPECTION FOR INSP- 118648. Not Ready NB All windows are missing anchors. NB February 25, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -7 -09 -1120 C L Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320300070 Page 18 of 25 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING R d °� Owner's Name (Fee Simple Titleholde ®� I � Tr � l e L ° phone # f ` �9 ? 2 Z) � � `' G G 1� - / Owner's ® p / E (, City /�`�' 'i �dh/ C State f • Zip 3.3 138 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) City FOLIO / PARCEL # 'Contact Phone Value of Wor rF Type of Describe Miami Shores Village Is Building Historically Designated Contractor's Company Name Contractor's Address City Architect/Engineer's Name Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 �a.4a 104 County Miami -Dade YES NO, Permit Fee $ State O E`mhil * * * *,r * * ** * * * * * * ** * * * ** * ** * *** * * * * * * ** F ees * ** * * ** * *;r * * * * * * ** * * * **** At JAN 19 201 ig) BY: r � Permit No. Y \IS Of Ii 2f Master Permit No. Phone # Zip Zip Flood Zone Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. A dtio ['Alteration Phore' Square / Linear Footage Of Work: [New , ❑ Repair/Replace ° Demolition • . e, *\OMNR • ■ t t 11 * * * * * * * * * * * * * * * * ** CCF $ CO /CC .$ Technology Fee $ Bond $ Notary $ Training/Education Fee $ Scanning $ I ,2`00 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 41 See Reverse side —> Bonding Company's Name (if applicable) Bopding Company's Address City State Zip MKtgage 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 . ection fee will be charged.. Signature — At' Signature Owner or Age Contractor day o 'trument was ac owledged be ore me this ,9 The foregoing instrument was acknowledged before me this The for , 2010, by rT ' � , day of , 20 —, by who is pe nally known to me or who has produced who is ersonall known to me or has produced P Y P as identification and who did take an oath. NOTARY PUBLIC: , ( � ( p �� �'' r, � $< ,,.• -' Print: I t) 4 NOTAR Sign: Print: it My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) entification and who did take an oath. My Commission Expires: Plans Examiner Zoning Engineer Clerk checked w o (o cs, CO 1242 NE 104 ST Miami Shores Fl to w z 0 ZONE 5 g me HIGH IMPACT WINDO Z TION GROUP VIEW x 80' ONE STORY CBS Doub Siding door HIGH Ac' Wt NOTE: The Alliindows an have approved NOA's TOMAS E HERN 74'x 3831W 11 Projpg numb% Date: : DraVOPY:" a Checked by ZONE 5 4 Tomas hemandez ZONE 5 r LO w • 1 w z 0 • •• • • • • • • •• • tae deign pressure and 1.1) w z N Scale 1/8" 1'-0" lkd • Shores Village Miarni APPROVED BY DATE ZONING DEPT BLDG DEPT 0 SUBJECT TO COMPUANCE WITH AUf. FEDERAL STATE AND COUNTY RULES AND REGULATIONS w o (o cs, CO 1242 NE 104 ST Miami Shores Fl to w z 0 ZONE 5 g me HIGH IMPACT WINDO Z TION GROUP VIEW x 80' ONE STORY CBS Doub Siding door HIGH Ac' Wt NOTE: The Alliindows an have approved NOA's TOMAS E HERN 74'x 3831W 11 Projpg numb% Date: : DraVOPY:" a Checked by ZONE 5 4 Tomas hemandez ZONE 5 r LO w • 1 w z 0 • •• • • • • • • •• • tae deign pressure and 1.1) w z N Scale 1/8" 1'-0" OPENIN , G DESCRIPTION PRODUCT ACCEPTANCE PRODUCT APPROVAL OPENING ROUGH OPENING SHUTTER REQ MULLION REQ IMPACT ID Window /Door /Mullion NUMBER NOA DESIGN PRESSURE DESIGN PRESSURE SIZE Y/N Y/N Y/N MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE /COMPARISON CHART 1 Hoatzo.t'IAL. SL.IDIIJ(3 2 3 4 txao V4 MDOw ( 4 4 404112. P.4 P4L Sl,tat t r 5 64D12i2C. ► TA.L., cbt-.O04G 6 2 -t2.D►J"tAt- L-t9* .LCD 7 449L. SLAV km, 8 4.10 2paxt' ®4. '=+t tOt NLGS 9 AcwitzQti 'rAL- 54.tlDI1�1f� ••14 •i2tgo+t'su®in : • *l +fo s t. , sL.tCit r~IG •:.,'L,2, .i "e : ..444 Au. S M •B'; 3tt k4ti w 1 .(,.1241 r: otiL • • •••• SINGLE HUNG 08-01M O' 08- 0331.06 08- 0408.1e 08 -0107. o? 08-0107. 07 08 -010?, 0 08 -0/01, txJ 08 -0107. eft 08 - 0107, p7 08- 0107,07 08 -0101 f a/ 08- a ( +)PSF 75.3 75.3 75.3 75.3 75.3 75.3 93.3 93.3 75.3 75.3 75.3 93.3 08 -0417, OS 93.3 013-62e 4-, 06 8o, e - 0214.02 71.35 c3Po 02.1 .02 , 80,41 ( -)PSF 93.3 146 93.3 87.1 112.4 146 75.3 75.3 200.2 112.4 112.4 110.4 ( +)PSF ( -)PSF 49.26 65.96 49.26 53.43 49.26 53.23 49.26 53.43 49.26 53.43 49.26 65.96 49.26 53.43 49.26 53.43 49.26 65.96 49.26 65.96 49.26 65.96 49.26 65.96 39 3/4 "X 37" 20 "X 27" 148 "X 62" 75 "X 51" 74 "X 38 3/8" 27.5 "X 26" 74 "X 38 3/8" 74 "X 38 3/8" 27.5X 26" 74 "X 38'3/8" 74 "X 38 3/8" 148 "X 80" 110.4 .49.26 65.96 8 "X 80 " 80.0 4124, 6546 % ( 80" 71. 53,23 53, 416 t'')(4x Ga 80.41 6 S , 96 65 x 6' x Imo" PERMIT: 1120 YES YES YES YES YES YES YES YES YES YES YES NO NO i■co NO NO NO NO NO NO NO NO NO NO NO NO NO 14;5 Yes yes NO NO NO NO NO NO NO NO NO NO NO YES YES YES 0 +p =49.26 p.s.f -p= -65.96 p.s.f Np1i: oe- o107. If: TEMP. fr . 4. -1-) North 1/8" = 1' -0" HIGH IMPACT WINDOW p =49.26 p.s.f - p= -65.96 p.s.f MvA: 08- 04/9 0 6. ' /NAOCTy/ O South 1/8" = 1' -0" +p =49.26 p.s.f � -p= -53.43 p.s.f NOA: 010 ?.07 Y4- ANN. 4.0.66 A+ 06 . 02,4. a2 +p =49. p = lo : 06 - 0 1 ' S'4 "atwlt. 6 11111111.W or=11 6 p.s.f B6 p.s. IHOA: 08- 04/7. os Aft: 08.0204.06, 9 46 'INO4cT q/af / +p =49.26 p.s.f -p= -53.23 p.s.f s . 4° +p =49.26 p.s.f - p= -65.96 p.s. NOA: O . - 010 ' 07 3 /16 .. M • eswA :08, o9oe.18 'I r rEMP. C ►$s L7 +p=49.26 p.s.f - p= -65.96 p.s.f tV 0' -0" Level 1 0' -0" NvA: 00- ,0107.07 a/16 T£MP. E NOTE: The Wimndows and Window panel Door meet the design pressure and have approved NOA's •' • • • • • • • • .. • TOMAS E HERNANDEZ P.E A 62469 • • .. • • • . . CUSPIDE CONSTRUCTION GROUP ELEVATION NORTH -SOUTH • • •.• � • • • • • • • • • • „J0SF • • • • : AP.f�RICt0 . • • • Project number 2009-0015 Data • • Drawn bi Cheeltedby • • •• • orfial20d9 • A.RA M1M • - fornas nemana•z 1 Scale 1/8” = 1' -0" +p =49.26 p.s.f - p= -65.96 p.s.f NOA: 0107, OQ 3 4"atin. O East 1/8" = 1' -0" NO CLASS WIN SHUTTER v2-1 West 1/8" = 1'-0" p =4926 p.s.f - p = -5 .43 p.s.f NOA: .06 3 fte' - TINw, NOTE: The Wimndows and Window jtanel Door meet the design pressure and have approved NOA's 4 p =49.26 p.s.f - p= -53.43 p.s.f NOA: , Ot07. 07 31u ;4Mw O t p =49.26 p.s.f - p= -65.96 p.s.f NOA: 06+0107. o? 3 ft6 ` aNn. TOMAS E HERNANDEZ P.E# 62469 p =49.26 p.s.f = -53.43 p.s.f NOA: 08- 0107 o'7 alas ann . .. ... • • • • • •• • • • • • • • • • • . • • • .. • • Leve 0' -0" Level 1 0' -0" G CUSPIDE CONSTRUCTION GROUP ELEVATIONS EAST -WEST • • •• ••• • • • • �� :: : JOSE ARARICIO: •• • • •• •. • • • • • • • • Project number 2009 -0015 D • • • Q7 /35/2039 • Drawn ' • • • •aRa • • • Cn kei br: • sb � : Scale 1/8 "= 1'-0" 10 e ; t ® L'/ n h 1 I � i t 6' 8` 6. 3' - r s' - r ,fie +p =49.26 p.s.f - p= -65.96 p.s.f NOA: 0107, OQ 3 4"atin. O East 1/8" = 1' -0" NO CLASS WIN SHUTTER v2-1 West 1/8" = 1'-0" p =4926 p.s.f - p = -5 .43 p.s.f NOA: .06 3 fte' - TINw, NOTE: The Wimndows and Window jtanel Door meet the design pressure and have approved NOA's 4 p =49.26 p.s.f - p= -53.43 p.s.f NOA: , Ot07. 07 31u ;4Mw O t p =49.26 p.s.f - p= -65.96 p.s.f NOA: 06+0107. o? 3 ft6 ` aNn. TOMAS E HERNANDEZ P.E# 62469 p =49.26 p.s.f = -53.43 p.s.f NOA: 08- 0107 o'7 alas ann . .. ... • • • • • •• • • • • • • • • • • . • • • .. • • Leve 0' -0" Level 1 0' -0" G CUSPIDE CONSTRUCTION GROUP ELEVATIONS EAST -WEST • • •• ••• • • • • �� :: : JOSE ARARICIO: •• • • •• •. • • • • • • • • Project number 2009 -0015 D • • • Q7 /35/2039 • Drawn ' • • • •aRa • • • Cn kei br: • sb � : Scale 1/8 "= 1'-0" • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33r Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.irov/buildingcodc 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 tasting 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 2000 Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. SH08 -02, titled "Series 2000 Aluminum Single Hung Window Non - Impact Resistant Glass ", sheets 1 through 6 of 6, dated 04 /14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above.... • .. :The .. ... • .. •• .The s u • ... ..... . �mrte4 d©cem+ntftion . 1 was reviewed by Manuel Perez, E. . . .. . .. ▪ • .. • • . . .. • M TI T FTW "Ill aril APVROVE1 • • • • ... • • • .•. • • ... • • • .... • • • . ... • .. • •• • • • •• •• • • ••• • • 4efgovV) FoF 1)5F 14T IZ2- A/ pi! IP 5 HOf'iP L E_ 6190 .. ••• •• NOA flo, 08- 0331.06 • i pi �ati Datl: May 8, 2013 • •. olepprov1*t Dade: May 8, 2008 Page 1 # • • • • ••• • • • • r _.• • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 01- v3 - z.00 • • • ... . Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -02, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Window Non - Impact Resistant Glass ", dated 04/14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5124, dated 08/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA #07- 0119.0 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5127, dated 03/28/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA #07- 0119.0 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 03/15/08, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. •• •• • • • • • •• • • • • • • • • • •• ••. •• • • • •• •• • • • • • • • • • • • • • • •• .• • • • • • • • • • • •.• • • •• • • • • • • • ••• • •.• . • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • E -1 •• •• • • • • • • • • • •• • ••• • • • • • • • .•. • • • • • ••• • • • • • • • •• • • • • • • •.• • • • • • P/4 , Manue Perez, Product Control Ex u1Pi r • ... • • • • •,l! t No. 08 -0.06 • . • • • • Eg pirjitkDi )t& May 8, 2013 .. • • . . . • • • • • • 4 prov$tD May 8, 2009 • • • •. • •• • Sunshine Windows Manufacturing, Inc. G. OTHER 1. None. •. ... • • • • • •• • • • • so • • • •• ••• •• • • • •• •. • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • . . . • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated March 18, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated March 18, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5124 issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report No. FTL -5127 issued by Fenestration Testing Laboratory, Inc., dated August 13, 2007, signed and sealed by Michael Wenzel, P.E. E -2 • •. • • • • • •• . • • • • • • • .. • • ,.�. ••• • • Manuel P - P.E. Product Control liner • • • ••• • ':' 6 240.411o.08- 1331.06 • • • • n1)111 tiat DAte: May 8, 2013 • • • ▪ • ' • 1pproval May 8, 2008 ••• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 900 • • • 000 • • DESIGN PRESSURE CHART -PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW HURRICANE PROTECTION IS REQUIRED WINDOW DIMENSION u4 ANCHOR somuul UG1fl DUTY ` ' DESIGN PRESSURE - PSP wu m maw PHRIIPAD AND sal PmLiA339 Dsa- ANN. MASS 3116' ANN. GLASS U4 ANN. MASS 1I4 M MASS EXT. INT. EXT. INT_ EXT. INT. EXT. INT. 19 1/9' 3 .' 73.3 204.0 4. 75.3 210.0 75.3 210.0 75.3 210.0 24 1/2' _.. 3 75.3 148.0 75.3 - ` 200.2 75.3 210.0 75.3 210.0 3r 4 75.3 121.8 75.3 121.8 78.3 171.7 75.3 171.7 63t/6' 6 75.3 78.0 75.3 78.0 75.3 154.0 75.3 154.0 19 1/6' 3 4 ^ 75.3 130.0 75.3 194.4 75.3 194.4 73.3 194.4 2r t/Y 3 75.3 880 75.3 180.9 75.3 180.9 75.3 180.9 3r 4 58.2 58.2 75.3 93.3 75.3 143.7 75.3 145.7 631/6' 6 42.5 42.5 55.5 55.5 75.3 112.4 `75.3 112.4 is t/6" SO 6h ' 3 6 75.3 93.2 75.3 200.0 75.3 204.6 75.3 204.8 2. 1/2' 3 4 74.0 74.0 75.3 130.0 783 182.2 75.3 162.2 Sr 50.8 50.8 75.3 81.2 75.3 124.0 75.3 135.2 611/6' 6 30.7 30.7 45.8 45.8 75.3 87.1 75.3 92.3 19 Ix sr 3 7 73.0 73.0 75.3 183.0 75.3 183.5 75.3 183.5 2• t/Y 3 58.8 88.8 75.3 102.0 75.3 141.0 75.3 142.2 3r 4 45.5 45.5 73.8 73.8 75.3 95.8 73.3 113.9 631/6' 6 30.2 30.2 40.0 40.0 62.8 82.8 75.3 98.9 19 1/6' 741/ 3 8 80.8 60.8 75.3 143.0 753 173.2 733 173.2 291/2' 3 48.5 48.3 753 84.2 753 120.0 75.3 132.8 3r 4 40.0 40.0 83.5 83.5 75.3 82.1 75.3 103.8 M 1/6" 6 - - - - 85.8 55.8 75.0 75.0 • • • • •• • • • • • • • .. • •• • • • • .. • • • 15" MAX 4' TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1. - FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PARI4RE . (9+ART. 2 REFEREAC *TOTS REPORTS F9L• -5127 AND FTL -5124. • • • • It THIS PRODUCT M9ETs THE REQU IREOENTS OF THE 2004 FLORIDA. OUILII11 O CODE • • 941 4? • FASTENERI MUST BE MADE• OP STqILESS STEEL OR HAVE ADEQUATE • PROTECTION•AONNST C0RRISION PER DIN 50018. ALUMINUM M CONTACTINi .t1 AL5 SHALL ( • PRRLY PROTECTED. •••• • • • • • •••• •• • • ,_ • .•.• • • • �'1.4IIAmi -DADE DIPACT RESISTANT SHUTTERS REQUIRED • • • • • • • •• • • • • • •••• • • • • •••• Approved so complytes tia Data NOM W 4 - Is4 OS' FRANCISCO HERNANDEZ FLORIDA PE 51393 Sunshine Pfmdows �s Plus Mesh. Recto 33012 Ma (305064 -9402 rm(306$25 -4116 Dram RF n. Dow sad. -61 62 4 $7 -1 •artd•a Notiodem S0 SHEET 1 OF 6 ��� ;i • •• - - - -- - - -- - - - - - -- C1 C C C4 • • • • •• • • • • • • • .. • •• • • • • .. • • • 15" MAX 4' TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1. - FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PARI4RE . (9+ART. 2 REFEREAC *TOTS REPORTS F9L• -5127 AND FTL -5124. • • • • It THIS PRODUCT M9ETs THE REQU IREOENTS OF THE 2004 FLORIDA. OUILII11 O CODE • • 941 4? • FASTENERI MUST BE MADE• OP STqILESS STEEL OR HAVE ADEQUATE • PROTECTION•AONNST C0RRISION PER DIN 50018. ALUMINUM M CONTACTINi .t1 AL5 SHALL ( • PRRLY PROTECTED. •••• • • • • • •••• •• • • ,_ • .•.• • • • �'1.4IIAmi -DADE DIPACT RESISTANT SHUTTERS REQUIRED • • • • • • • •• • • • • • •••• • • • • •••• Approved so complytes tia Data NOM W 4 - Is4 OS' FRANCISCO HERNANDEZ FLORIDA PE 51393 Sunshine Pfmdows �s Plus Mesh. Recto 33012 Ma (305064 -9402 rm(306$25 -4116 Dram RF n. Dow sad. -61 62 4 $7 -1 •artd•a Notiodem S0 SHEET 1 OF 6 • • • • • P • •• • • •• • • • • • •••••• 2 1/r MIN. •••• • • • •• • • • • • • ••• • • • • •••• • • • •• • • • • • ••• • •••• • • •••• • • •• • • • • GLAZING TA PA • • • •• • • • • • • S /8 "GLASS• BIiL� • • (TYPICAL'] • • • • • • • • •••• • • •••• • • •• •••• • •••• • • • • HET AIL Al ATTACHMENT -TNT MASON*Y GLAZING DETAIL � •' • • 1 /8 ", 3/1 6", 1 /4" ANNEALED •••• OR 1/� JEUL GLASS • • • • • • 2 1/2" MIN. GLAZING BEAD TYPICAL ANCHORS 1/4" TAPCCNS 1 1 /4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) Zinn MEI TYPICAL ANCHORS MAIM. ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1/6" MIN. THICKNESS) TYPICAL HEAD SECTIONS DETAIL A2 ATTACHMENT TO WOOD 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL ANCHORS 1/4" SMS 1 1/2- MIN. PENEIRATI0N INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 CF 6) 2" BY W000 BUCK st- 4k 08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1746 W. 33rd P000 Wes*. Rmido 33012 Pb 061604 -8a52 Pmo(305)52a -61 W oad Ehr: RF o ars Boob - W I T 8 Rnhlora OWING NO. SH08 -02 SHEET 2 OF 6 •••• • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • • • •• •• •• • • • • • ••• • • •••• •••• • • • • • • •••• •••• •• • • • • • ••• • •• • • • •••• • TYPICAL ANCHORS 1/4' TAPCCNS 1 1/4" MIN. EMBEDMENT MG MASONRY (FOR MAX. ANCHOR SPACING MO NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) Elli D ETAIL C1 ? ). - rl MAO _ T PRl&CA SII _r • • ■ ITS- ` ■ • • • Biu■;.E•••• • • ••• • BY WOOD BUCK • • • ` ••• • •••• • • • • 'TYPICAL ANA 1 / 4 ' SS L a 04 MIN. PENETRATION INTO WOOD. 2 1/2 MIN. 2 1/2" MIN. 2 1/2' MIN. TYPICAL. SILL SECTIONS (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) DETAIL C2 ATT TO MA1VB Y TYPICAL ANCHORS 1/4" SMS THROUGH METAL NON - IMPACT RESISTANT WINDOW ' 2 1/2' MIN. t Sunshine Windows himufachning, Inc. 1745 •. 3341 Macs ads* Nm1du 37612 P15 (365054 —W52 Paea(305)675-8118 SHEET 3 OF 6 • • • • • • •• • • •• • • • •• • • • • • • • • • • •• • • • • • • • • •••• • • • • •••• • • • • • • • • • • • • • • • •• • •••• 7 • • , . • •••• „! ..•• • • •• •• • ••• • • • • • •••• • • • • • • • • • • • •••• ATTACHMENT TO MULLIONS DETAIL NON - IMPACT RESISTANT WINDOW 1/4' MAX. SHIM SPACE SHEET 4 OF 6 • • • • • • • ▪ •• • • •• • • • . • • • • •••• ▪ • • • • • • • � • • • • • ••. •••. • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••.• •• 1 h 1 •• • • • • ism DETAILS • • • kb *2 AND At. • ON SHEET 2OFti) •••• ••. • • • .• • • .• • • • • • • • • •••• .. .• • .• • • • • • • • • .. •• • • • f•. < DETMLS ... • . .ca. c3 MD • • ON • &MEET 3 or %)) • • •• VER'ITC;AL SECTION lir WEEP TS AT EACH END WINDOW WIDTH HORIZONTAL SECTION VERTICAL SECTION WITH TOP LOCK NON - IMPACT RESISTANT WINDOW (SEE DEMOS 01. D2 AND 03 ON SHEET 4 OF 8) FRANCISCO HE.RNANDEZ FLORIDA PE / 51393 Sunshine IlfaxIons UBnuiact nng, Inc. 1746 W. 33r1 Mae. . Naldo 33012 � (303)384-9032 .1 Dram •% RF S.4• 1 -1 a«1.a� , SH0 -02 SHEET 5O F6 • n PANTO 88Q17. DHBCNIPaarV MATBSW. 11 SW43363 2/VENT FRAME HEAD 6083 –is 12 SW -62 • 1 FRAME SILL 6083 –m 3 SW'O • • 2 FRAME JAMB 8083 –T6 4 SW- 4011.1 • 1 MEETING RAIL 8083-15 • � s+a b L7. • . 1 SASH TOP FAIL 6003 -75 16 9 • •1 SASH BOTTOM RAIL 6083 –m T SW8 )$B . SASH CAM NON ••% SW–Q12 • 2 SASH BM RAIL 6063 –m • • SW FAQ • M ASSEMBLY SCREWS / 8111• SKS • • t a SW-8 202A 4/VENT FADE GUIDES NYLON 17010 PANTO 88Q17. ` »PfmN IMAIISIAL 11 SW43363 2/VENT LATCH BOTTOM RAIL PLASTIC 12 SW -1820 AS ROD SEAL PILE FELT 13 510 -3267 AS RQO WEATHER STRIP BULB VINYL 14 SW -1820 AS ROD (WINO TAPE FOAM 16 SW-018 AS ROD GLAZING BEAD 6003 -75 16 SW -640 2 SPIRAL BALANCE ALUMINUM 17 SW -887 2/VENT LAItH MC 18 SW -3082 AS Ra) WEATHER STRP BUD) VINYL 2062 1.31 ai f - . Q.OSO 0.812 12 0.812 f -. I 1.626 2.127 0.062 2.314 2.1 L . 1.875 11 0.081) { n ..• l.�-.. Lunn SW-015 61)83-95 1 .260 RAIL Oli _. FRAME M 1'84 0.812 I SASH TOP RAIL Dif-017 2.078 —'I FRAME SILL �1, • 0937 1. 0-060 0.8101.- �SID RAIL 2 6063 – RS 2760 1--- 1.800 ---- -1 0.1870 • • • • ; -- ii - - -- —. '�'• ,324 LATCH BOTTOM RAIL PLASTIC KOSEGL MO SON- 433.43 • • • •: FRAME • t 1•• • ;T .'� 1.000 MU. • • •• • • • • • •. • • • • • • • • • • • .• • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •. • ••• • • •• • •• •• ••• • • • • • • • •••• • • •• • • • • • • • • • MATERIAL L161T MA'I'Ek1AL LEST NON - IMPACT RESISTANT WINDOW '1.17 k- j lG+7 4, A- -0$ F L OR IDA RICS( HERNANDEZ # 51393 PE Sunshine Windows lin udedu(ing, Inc 1746 W. we plop RoAda 31012 Phs (306)364 -6069 Pao(306)S28 -6118 Cram ihrz RF Dot* 0aan 1 2 -1 Ra4loro Gavial= I S 6 H 08 -02 SHEET 6 OF 6 • • • • •• •• •• • • • • • •• • •••• • • •• • • • •. • 2 1/2" MIN. 2 1 /2" MIN. •• • • • •••• • •TYPICAL. meow • /4" Sr.% 1 142; MIN. PENETRATION INTO W000. STEEL O ALUMINUM 1/8 MIN. THICKNESS) DETAIL D ATTACHMENT TO WOOD TYPICAL SILL SECTIONS NON - IMPACT RESISTANT WINDOW 4 4 2 1/2" MIN. TYPICAL ANCHORS 1/4" SO THROUGH METAL. TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" or nos BUOK OR NON SHRINK NON METAWC GROUT OF ANCHORS REFER TO 1 (86) . •7-15•fs k / IKri ILL . ( OP:, Sunshine Windows Manufacbsino, Inc. 1746 N. 33rd Plato Mob* Rerldo 31012 P10 080364 -8982 Pa t(2p6j524-8118 ORNONO ND. SH08 -02 SHEET 3 OF 6 • • • • • •• • • •• • • • • • •••• • • • •••• • • • • • • • • • • • • • • • • • ••• •••• •••• • • • • • • •••• . •••• • • ▪ • • • • • • • • • • • t •• 1/4" MAX. • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •••• • • • • •• •• ATTACHMENT TO MULLIONS DETAIL NON - IMPACT RESISTANT WINDOW ttp P40. SH08 -02 SHEET 4 OF 6 • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • •• • • • •• • • • ••• •••• •••• • • • •• •• • • • • • • •• • • • • • • NTRItTICAL SECTION • • •••• WINDOW WIDTH HORIZONTAL SECTION VERTICAL SECTION WITH TOP LOCK NON - IMPACT RESISTANT WINDOW (SEE DETAILS 01, D2 AND 03 ON SHEET 4 OF 8) A-- fQ•0& FRANCISCO HERN4NDEZ FLORIDA PE # 51393 Sunshine Sidon Manufacturing, Inc. 1745 W. 33rd Picas Kaiak Roach 33012 Pma(106 —61 2 '84 g g z /bum 0m RF Data Santa 1 -1 Redtdriz D10MWAW NO. SH08 -02 SHEET 5 OF 6 • YART BBQD. DM806IP1'ION MATRA/AL 11 SN43353 2/YENT FRAME HEAD 8083 -15 2 SW-82•31 AS ROD FRAME SILL 8083 -10 •• i SN+081. • • •2 FRAME JAMB 6083 -18 • 4 s SW -40•1• • • • 1 • MEETING RAIL 6083 -78 • 5 SN-017 4 • 1 SA91 TOP RAIL 8083 -18 6 SW ' • 41 1 SASH BOTTOM PAIL 6063-76 7 swa1b • ' • 'd SA91 CAM NYLON •S SW -212. • J SASH SIDE RAIL 6063 -T8 •% Sw-at 1 ASSEMBLY SCREWS # 8X1 SMS 6 10 SW-4202A 4/ FAQ GUIDES NYLON mete YART BBQD. DIANAUPTION MATERIAL 11 SN43353 2/YENT IATCH earn* RAIL PLASTIC 12 SW -1820 AS ROD SE1l. 61.E FELT 13 SW -3287 AS RQD WEATHER STRIP BULB VINYL 14 SW -1820 AS ROD GLAZING TAPE FOAM 18 Sit -01B AS ROD OLAZINO BEAD 8083-TS 16 SW-540 2 SPIRAL BALANCE ALUMINUM 17 SW -867 2/VENT LATCH ZINC 16 S8-3082 AS ROD WEATHER STRP BULB V1NYI. 1 2 p8d .--..1 FRAME gp - - 0 14 • 0 .: 12 0.812 I� I 1.676 1.626 � . � Mr, 0 2.127 6 ___ 14 2. ..._r 211 i ... i I ,.260 iii 0 0812 E- SASH TOP RAIL 0 - 2 —� FRAME SRL MEETING RAIL SN-010 1 1 B •• • : ti 1.000 -- 1 024- SASHySIID�Eg 6067 0.060 RAIL -T6 2.760 1 .-- L I � ---- 0.082 0.1870 1324 1 PLASTIC 4IOTTOM RAtl � 14100 1.000 S � RAIL 8083 -75 • • • • • • .. • • • ••. • • •• • • • • • • • .• • • • • • • • • • • • • ••• • • ••• • .... • • • • • .•. • • ••• • • . . • • • • • MATERIAL LIST MATERIAL LIST NON - IMPACT RESISTANT WINDOW A - lit - OE) FRANCISCO FLORIDA PE 81383 Dann .,, RF 8411* 1 2 -1' ItsmNst SH0 -02 SHEET 6 OF 6 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Sunshine Windows Manufacturing, Inc. 1745 W. 33 Place Hialeah, Florida 33012 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: Saes = Aluminum ench Door Impact - Resistant APPROVAL DOCUMENT: Drawing No. FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 3 of 3, prepared by the manufacturer, dated 04 /02/08 with no revisions signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of thg•Thuiidinn : •• • This NOA renews NOA # 02- 1104.03 consists of this page 1, evidence page 1 , • al wg11•rr9al document • mentioned above. •• • • • •: ••• • • • .. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. _ _NU NW - 0417.0 •Vpilition Date: 314 08, 2013 . :'AtypmjaPDate; 114 22, 2008 • • • • Page 1 MIAMPDADE COUNTY APPROVED o 07 / P6 • ••• • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • •• •• • • ••• • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Drawing No. FD08 -01, titled "Series 2001 Aluminum French Door Impact Resistance ", sheets 1 through 3of 3, prepared by the manufacturer, dated 04/02/08 with no revision, signed and sealed by Francisco Hernandez, P.E. B. TESTS ( Submitted Under NOA # 2- 1104.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 swinging glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 3399, dated 07/24/02, signed and sealed by Late Gilbert Diamond, P.E., reviewed by J. O. Chan, P. E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Francisco Hernandez, PE, dated 03/31/08 signed and sealed by F. Hernandez, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for "Saflex III G clear and colored interlayer", expiring on 05/21/11 2. . Die drawings prepared by Alcan ExtrusionsAWC -36, 37, 38, 39, 47 & 57, dated 2003. E. STATEMENTS 1. No Interest Letter signed and sealed by Francisco Hernandez, PE. on April 02, 2008, 2. Code Compliance letter signed and sealed by Francisco Hernandez PE, on April 02,2008 3. Test Compliance letter issued by Fenestration Testing Laboratory, Inc on 08/16/02 signed and sealed by J. Chan, PE.(Submitted Under NOA# 02- 1104.03) F. OTHER 1. NOA # 02- 1104.03 E -1 :0 000 0 : 0: o :0 °° 4 ° .0 : 0 0.00 • • • 414 o ban= edIqbalSha ildi. P.E Senior Building Code Compliance Specialist • ..• •• •e• N04 Na b8- 0417.05 • ▪ • • • hiration J)at$: 18408, 2008 • , . • • . • •Appr i1 Dat*.:' Ma? 22, 2003 • • • • . ••• • • • • • • • • • • • • • • • 000 • • • • • • • •• • •• • . • •• •• 000 • • • ••• • • DESIGN PRESSURES CHART- PSF DOOR DOOR DOOR DOOR LEAF LEAF HEIGHT LEAF WIDTH ANCHORS (NOMINAL) ANCHORS POS. NEG. (NOMINAL) PER HEAD ND SILL PER JAMB 3' -0" 4 70.0 70.0 8' -0" 8 2' -6" 3 70.0 70.0 3 0 4_1 _^ 700 f 70.0_( 2' -6" 3 70.0 70.0 • • • • • 4 • • • 26 ••• • R• MAX. • 1/8" DAYLIGHT • 2 • �• • 10" MAX. • • • • • • • •••• • • •••• • OR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #1 AND DESIGN PRESSURES CHART OF THIS SHEET. FOR DETAILS SEE SECTIONS SHOWN ON SHEETS 2 OF 3 AND 3 OF 3. • ELEVATIONS • •• • • • • • T 1 MAX. 10" 26 1 /8" DAYLIGHT ti g STRIKE PLATES 26 1/8" MAX. DAYLIGHT 5' MAX. MAX. 5 "t 10' 10" MAZ 13 l �I MAX. 72 MAX. DOOR WIDTH ® / T REV. MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED 5" J AX. NOTES: 1. ANCHOR OPTONS AND NUMBER OF ANCHORS: 1/4' ELCO TAPCONS WITH 1 1/2 MIN. EMBEDMENT INTO CONCRETE BLOCK OR S.M.S. WITH 1 INTO 28Y WOOD BUCK 1 OR 114 S. X 111/2"1 MEBEDMENT ETAL FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRESSURES CHART. 1 FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED 114 ORDER 1D ACI*VE DESIGN PRESSURES SHOWN ABOVE. 3. GLAZNG. 5/16' OVERALL LAMINATED GLASS MADE OF TWO LRES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090' INNER LAYER FILM SAFLEX— KEEPSAFE BY SOLUTIA INC. GIAZNG PENETRATION 0.533'. 4. COLONIAL MUN INS CAN BE APPLIED. 5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH (2) 110 X 1" PAN HEAD SHEET METAL SCREWS. 6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE PLATES, FLUSH BOLTS, FRAME, PANEL. ETC. 7. REFERENCE TEST REPORT FFL -3399. 8. 'MIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BALDING CODE. PRODUL7Metvlal Meals t 2- 1::/3.2 P02414 DirkatiOrt IWO /[3 • • °� nadRd► 4 -t -09 MANOISCO F FL PE 1 51323 1393 "2 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pleas 19c1e,I, iwwa 33012 PYa (305)384 -4882 Fina(305)828 -5118 wain 9n RF 0ab• 04/02/08 Seats: NTS Radat•e Revist "e MOM NO. FD08 -01 SHEET 1 OF 3 • ea • • • • • • • • •• • • • • •• ,• • Wed' D. • 1•••• • • \ 1•••■■ 1•• •••y 1•••, • 1•••• • 1••• • 1•••• •• • • •••• ANCHORS •6' FROM CORNERS AND THE REST 012' O.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE d1 AND DESIGN PRESSURE OHART ON SHEET 1 OF 3. (TYPICAL FOR DOOR JAMBS) ••••• •••• • • •••• • • •• • • • • • 1BY OR 2BY WOOD BUCK BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYPICAL FOR ALL WOOD BUCKS) ANCHORS 06' FROM CORNERS AND THE REST 012' 0.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE 11 AND DESIGN PRESSURE CHART ON SHEET 1 OF 3. (TYPICAL FOR DOOR JAMBS) HORIZONTAL SECTIONS CMU WALT. REV. 1/4 SHIM MAX. GLAZING DETAIL a a PROF JC7 as caNslyIna Mc tZ4PEJa Ac Meatio m N ; -o Dtvision ar 4- 2_0$ FRANH:$c0 HHEMAD a FL PE 1 51393 Sunshine * ndows Manufaduring, Inc, 1745 W. 33n1 Pace Hialeah, Weida 33012 Ph: (305)354 -9952 Faa(305)828 -5118 ITEM # PART # REGD. DESCRIPTION MATERIAL 1 SW -38 1 FRENCH DOOR HEAD 6063 —T6 2 SW -39 4 FRENCH DOOR TOP AND BOTTOM RAIL 6063 —T6 3 SW -36 4 FRENCH DOOR VERTICAL STILE 6063 —T6 4 SW -37 2 FRENCH DOOR JAMB 6063 —T6 5 SW -40928 (4') 1 PER ANCHOR FLAT FILL COVER 6063 —T5 6 SW -40 1 FRENCH DOOR SILL (MILL FINISH) 6063 —T6 7 SW -47 1 FRENCH DOOR ADAPTER 6063 —T5 8 SW -3332 AS REQ'D FIN PILE WEATHER STRIP (VYNIL BULB) POLYPROPYLENE 9 SW -57 3 PER LEAF 8" BUTT HINGE 6063 T5 10 SILICONE AS REQ'D DOW CORNING 995 /PECORA 895 SILICONE 11 SW —L1 1 LOCK (LATCH) METAL • 12 SW —L2 1 YALE NEW TRADRIONS' 800 SERIES DEAD BOLT LOCK, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR METAL 13 SW —FB 2 PER LEAF SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS AS —REQ'D # 10 X 1" SMS 15 SCREWS AS —REQ'D # 10 X 1 1/2" SMS 16 SW -30 AS —REQ'D APPLIED PERIMETER TRIM 6063 —T5 17 SCREWS AS —REQ'D / 8 X 1/2" SMS 18 SW —H 1 SURFACE MOUNT HANDLE METAL • • • • • • • • • •_ 1•••• 1 t • • • • • 4•4 Q,o •iii•, '•iy�a�i } • \ • • . • • r• •••• • • _ ANCHORS 0 . ®� ANCHOR OPTIONS S AND • • • NUMBER OF ANCIi0GS SEE NOTE 11 AND DESIGN • PRESSURB•CH*F ON4SHEET 1 OF 3. • • • • • • (TYPICAL FON HEAD MD SILL) •••• VERTICAL SECTION 1BY OR 2BY W000 BUCK 9Y OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYPICAL. FOR ALL W000 BUCKS) 1 IMPACT GLASS: SEE NOTE #3 ON SHEET 1 OF 3 AND GLAZING DETAIL SHOWN N SHEET 2 OF 3. STRUCTURAL SILICONE DOW CORNING OR SIMILAR FD JAMB (SW -37) O FD ADAPTER(SW -47) O FD HINGE (SW -57) MATERIAL LIST 4.00" FD TOP & BOTTOM RAIL (SW -39) FD FLAT FILL COVER (SW- 409280) dJ �L FD VERTICAL STILE (SW -36) 0 PERIMETER TRIM 5.00' © FO SILL (SW-40) )1 Al :T', T. :, a0: -D .xC •D� L•xFic:usrLato 4 jj'' G u Cum* 4. g-08 F HERNANDEZ PE # 31393 Sunshine Windows Manufacturing, Ind 1146 W. 3319 Place W M* Florida 33012 PM (305)184 -8652 Faa4(305)848 -5118 •• • • • • • • • • • • • •••• • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ,,oES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 8000 Aluminum--Winaow WaWSystem APPROVAL DOCUMENT: Drawing No. W07 -60, titled "Series 8000 Alum. Window Wall System. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/03/07, prepared by AI- Farooq Corporation, 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: Large and-Small im[pacf- Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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. Th3s NQA•& ns3st$ or this page 1 and evidence page E -1, as well as approval document mentioned above. • • The subim�3ted daumentation was reviewed by Manuel Peret, •_• : fit • •.•..•• • • • • • • • ••• • • • • • • • • • • • • • • • • • 'PPRCYED •• • • • • • • • • • • • • • • • • • • • • •• • • •• •• ••• • • • • • • • • qc .•• • • ope MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com • •S• •• • • • •• gppp,6vEt rOt 1 . ) NOA No. 204A6 1 112 N E • Wi fir • • • • •: txpifali April 3, 2013 • 4 • • ' • i A,pprbvacDlte: April 3, 2008 l � 1' 1° �I 1 ' " ;• ;• •.• Page 1 • • • • ••• ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -60, Sheets 1 through 8 of 8, titled "Series 8000 Alum. Window Wall System (L°.M.I.) ", dated 08/03/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 series 8000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5447, dated 12 /19/07, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 1/22/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated January 14, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 14, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5447, issued by Fenestration Testing Laboratory, Inc., dated January 10, 2008, signed and sealed by Michael R. Wenzel, P.E. .•G'•::QER :: ••• •. . #07 -3700 issued by BCCa dated 1 1113 /d7,:sikn�d� y M. • el Perez, • • • • • . . . • • . . •• .. •. • •. • P .E. • •. • • 1 _ • • . .. • ••• • • • • • • • Product Control Ex • • . • • • • • • • • • • :• • • •:• • : • NtaA. No. 08- 0204.06 • • • • • • • • • • • • • • • • • • • . • • • • • • expirati ®n hate: April 3, 2013 • • •.• • ••. • • • • • • • • • :Approval Date: April 3, 2008 E -1 •• ••• • • • • • •• • • • 000 • • • • • • • • ••• • • • • ••• . • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• •• • • • • • • • • • • • • ••• • • • •• .• • • • •• •• 000 • • • 000 • • Manuel Pere • • • • • • • • • • • • • • • • • • • • • • • • • a 0.1- OPG. *10TH SEE CHART SHEET 2 *k. +i. aowWYiegwY•tke rNma. Nair/lag Cve4 Hues NOM Mkm1 UwM By ■r 1 drawing no. W07 -60 • • na I dW • _ Wih • • • • • • ••041 • •• • • • • • ILL OPG. I SEE SHEET 2 • • • • • • • SERIES ▪ QQ ALUMaUL YINAOW WALL SYSTEM MISSILE THIS 91STOI IS•W1TED IMPACT SHUTTEI$ • ARE ROT RE� CODE ggigitiOns F % tottottros MUST BE OBSERVED. • THIS PRODUCT HAS BEEN I Q elD TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLO tt0'GIT.OlNG CODE 2004 EDfIION INCLUDING HIO H VELOCiY HURRICANE ZOyfiW OFO474.0 WOOD RLtILS'•AS'•OTHERS.�IUST ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • • • •SQL• AS USTE. SPAC 8 AS SHOWN ON DETAHS. ANCHORS � is VM MATERIAL SOW. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING CR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART of THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED 114 DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. ANCHORS TYPE A. 8. C OR - 2. 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 4 TYPICAL ELEVATIONS INSTRUCTIONS; USE CHARTS AS FOLLOWS. E2 S123 SIEE 4 SEE SHEET 2 0J.. GPO. SEE SHEET 2 ANCHORS TYPE A. B. C OR 0 - 2.3 08 4 AT EACH SIDE OF MULL SEE SHEET 4 020431E DESIGN WIND LOAD RffWSIEMDIT BASED ON WIND VELOCITY. BLDG. HEIGHT. WIND ZONE USW APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR CESGN LOAD COMITY OF OESIRO3 GLASS SIZE CHECK MULLION CAPACITY FOR A GIVEN SPAC9NT AND HEIGHT USNO CHARTS 014 SHEET 3 NE CAPACITY SHOULD DECEE4 THE DESIGN LOAD. 115030 CARTS ON SHEET 4 SELECT ANCHOR OPTION WITH DESIGN RAIN) MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST YALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY 10 ENTIRE SYSTEM. g Dl OPG. WIDTH SEE CHART SHEET 2 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. SINGLE UTES MAY 8E 83STA.LED V5IRCALLY AS SHOWN ABOVE 08 HORIZONTALLY. LPRODUCT COMPUES WITH REQUIREMENTS OF ANSI Z97.1. EnW: SIRI H7iP000 FHA. PO 3 CAN. 6111557 JAN 3 1 2006 LAMINATED GLASS 1 LARGE MISSILE IMPACT [ehe•t 1 of B om ■= 1 _i1, i I11 J ---- 4' MAX. I . _ MAIL MULLION SPACNGw ,} • • • • • • • • • • • • • • • • • • • • • • • • • a 0.1- OPG. *10TH SEE CHART SHEET 2 *k. +i. aowWYiegwY•tke rNma. Nair/lag Cve4 Hues NOM Mkm1 UwM By ■r 1 drawing no. W07 -60 • • na I dW • _ Wih • • • • • • ••041 • •• • • • • • ILL OPG. I SEE SHEET 2 • • • • • • • SERIES ▪ QQ ALUMaUL YINAOW WALL SYSTEM MISSILE THIS 91STOI IS•W1TED IMPACT SHUTTEI$ • ARE ROT RE� CODE ggigitiOns F % tottottros MUST BE OBSERVED. • THIS PRODUCT HAS BEEN I Q elD TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLO tt0'GIT.OlNG CODE 2004 EDfIION INCLUDING HIO H VELOCiY HURRICANE ZOyfiW OFO474.0 WOOD RLtILS'•AS'•OTHERS.�IUST ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • • • •SQL• AS USTE. SPAC 8 AS SHOWN ON DETAHS. ANCHORS � is VM MATERIAL SOW. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING CR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART of THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED 114 DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. ANCHORS TYPE A. 8. C OR - 2. 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 4 TYPICAL ELEVATIONS INSTRUCTIONS; USE CHARTS AS FOLLOWS. E2 S123 SIEE 4 SEE SHEET 2 0J.. GPO. SEE SHEET 2 ANCHORS TYPE A. B. C OR 0 - 2.3 08 4 AT EACH SIDE OF MULL SEE SHEET 4 020431E DESIGN WIND LOAD RffWSIEMDIT BASED ON WIND VELOCITY. BLDG. HEIGHT. WIND ZONE USW APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR CESGN LOAD COMITY OF OESIRO3 GLASS SIZE CHECK MULLION CAPACITY FOR A GIVEN SPAC9NT AND HEIGHT USNO CHARTS 014 SHEET 3 NE CAPACITY SHOULD DECEE4 THE DESIGN LOAD. 115030 CARTS ON SHEET 4 SELECT ANCHOR OPTION WITH DESIGN RAIN) MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST YALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY 10 ENTIRE SYSTEM. g Dl OPG. WIDTH SEE CHART SHEET 2 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. SINGLE UTES MAY 8E 83STA.LED V5IRCALLY AS SHOWN ABOVE 08 HORIZONTALLY. LPRODUCT COMPUES WITH REQUIREMENTS OF ANSI Z97.1. EnW: SIRI H7iP000 FHA. PO 3 CAN. 6111557 JAN 3 1 2006 LAMINATED GLASS 1 LARGE MISSILE IMPACT [ehe•t 1 of B • GLASS WAD C.P.c Y • PSI• NO i 1---- ilk.. 0 10111 ' Dt17S� • G I�SS 'PYPB '. .' GLASS TYP 'e' tliR 08 W rt ocr.( +) -) E r.(+)/U4T. - ) • • • ( • e_0_ i /s i••• 801 • • • • 130.0 60.0• • -t __ --806 • -130.0 170.0 80 130.0 ea9.• c 130.0 ••..• 80. 10 130.0 80.0 130.0 • 80. • 130.0 • 80.••• •• 130.0 • 130.0 . 's • X 90 • -1 %Y• 80.1 • '' 1311.0 • 80.0 130.0 •••• 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 •9 9 130.0 98 -1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 127.2 80.0 130.0 80.0 130.0 00.0 130.0 102-1/2* 80.0 130.0 80.0 130.0 80.0 128.9 • • • 80.0 130.0 80.0 • 130.0 -•!/2' ., 0 • . 130.0 • 80 4 • 130.0 •• •• 80.0 130.0 • . 8D .0 • • 130.0 • 130.0 • T. 130.0 • • • • • � 130.0 90.0 130.0 • • • •••• • • •• • • • • •••• ••• • • ••• • •••• • •• •• • • • •••• • •• •• • • • • • .•• • • • • • • NOTE • • •••• • • . GLASS CARACITIES ON T•I41•901I81 ARE ...... BASED ON ASTt4 El OO Q, ;(p.5JC. GUSTS). • ••••t • • • • •. • • . •••• • • • • •••• DLO. *10N D.LO. WON N GLAZING OPTIONS E.'q 00. ea+WWauN wow STRUCURES M PE J 7e557 .CAN. 7838 r °twwL, i .ea• 1L'ho:t ssds:trwc JAN 3 1 2008 .4^r.. .a:uarrya3ct1205 1 u' 1 0 16 1 8 i gs 14 u d MULLION WAD CAPACITY - KW MULLIONS WITH INTERMEDIATE HORIZONTALS • • • •••• } IAM8 '22' WIB 11' JAMB '21.' um 'J9' JAMB 13 NOMINAL DIMS. MULL V' MULL. 'M2' MW. 'MB' MOIL. '14. -- - - - - EXT. ( +) ea. ( +) Oct ( +) o r. ( +) 081H (0) M E 18x3.0 NT. (-) art. ( - ) ea. ( W. ( -) ••32' I • • 13 •• 130.0 130.0 130.0 130.0 130.0 130.0 1390 1300 • • 42' • T8• • W 130.0 1300 130.0 130.0 1390 .. 1300 A . 1300 1300 130.0 130.0 t30.0 ..01.1„,_ 130.0 1304 130.0 130.0 130.0 4130.0 130.0 130.0 130.0 130.0 130.0 .1 W • 130.0 1300 1304 1300 • -- 1300 - _ • 1304 130.0 1300 130.0 1300 130.0 1 . 130.0 • 130.0 130.0 1300 13110 • 1302 1300 130.0 130.0 130.0 130.0 130.0 130.0 123.4 1300 130.0 130.0 .- 1300 1302 111.1 1300 130.0 130.0 1300 1300 1300 1300 1300 1302 130.0 130.0 1300 1300 130.0 130.0 1300 90, 1300 1300 L 130.0 130.0 1180 1300 1300 1300 1300 1300 1320 60' 104.9 128.1 1300 130.0 94.4 115.3 117.8 130.0 130.0 1300 1300 1300 129.8 130.0 1300 130.0 s 111.1 1300 130.0 1300 97.2 118.8 129.1 130.0 88.4 105.8 114.8 130.0 77.0 152 103.3 123.4 113.4 129.7 130.0 130.0 130.0 992 1107 108.1 1300 1320 1302 105.7 tar 92.8 1201 130.0 1302 111.9 130.0 81.0 105.2 114.4 1300 130.0 • 38' 72.0 939 101.7 121.4 1 • 42' • : • • : 828 • 109.2 130.0 1300 1300 •601 • 105 ,. 91.0 1 241 130.0 130.0 78.0 1072 1169 1300 80.4 • •974 • 118.2 130.0 883 939 102.0 1219 109.5 130.0 020 1300 1302 1300 97.2 114' 77.4 1123 122.1 130.0 883 98.2 104.7 125.0 • 66.6 4 • �?3 113.5 130.0 58.0 84.2 91.8 109.4 VVI • 48' • 79.8 1210 130.0 1300 120' 68.4 1013 110.2 130.0 58.9 889 94.5 1124 _ 499 780 82.7 89.7 • • MULLION WAD TrAITLOTTY t PSF • MUTAWN• WITHOUT INIEIWILDIATL• HOBLZONTAL4 • • • •••• } JAMB -'JC JABS 11: JAMS 'JR' NOMINAL DOW. WUIL TJI'41 1 MULL '84, ... -_ _ ___..... - ExI. (4) OCT. (+) OR. CO ATH (6) F:IR 11•• dM ( -) M 0.0 �.• • 0R • (-) ••32' I • • 13 •• • T. • 1300 130.0 36' ■ 1300 130.0 130.0 1300 • • 42' • T8• • W 130.0 C 170.0 • 130.0 1340 • or 1 0000 .. 1300 •473190 130.0 130.0 • 1 164• • t30.0 ..01.1„,_ 130.0 130.0 60' 130.0 4130.0 130.0 1300 130.0 .1 W • 13Q0 130.0 • -- 1300 - _ • 1304 1300 130.0 130.0 1 . 130.0 • 130.0 1300 r • 1302 1300 130.0 1302 130.0 130.0 130.0 1300 .- 1300 1302 1300 131.0 32' 1300 1300 130.0 1300 38' 130.0 130.0 130.0 130.0 42' 90 . 130.0 1300 130.0 1300 48' 1300 1300 1300 1302 54' 119.7 1300 1300 1320 60' 1113 1300 130.0 130.0 130.0 130.0 130.0 130.0 1300 130.0 130.0 130.0 1193 130.0 130.0 130.0 s 107.5 1223 130.0 130.0 9114 1177 1200 1300 91.5 109.0 1183 130.0 1302 130.0 1302 1302 113.4 130. 130.0 130.0 102' 992 1107 130.0 130.0 •••• 908 105.7 1233 130.0 • 80.7 9 111.9 130.0 1.32' ww•• • 112.4 • 170.0 • • 130.0 130.0 • 38' 9 950 • 1154 • 1302 13200 1 • 42' • : • • : 828 • 100.2. 1226 130.0 73.8 • •601 • 109.0 130.0 48' 32' • 953 • • • 1181 • 130.0 1302 0 • 38' 41 • • 80.4 • •974 • 118.2 130.0 42' • • • 699 • £ a 109.5 130.0 9 • W . • • • 62.3 • 75.2 97.2 1162 9 • 32" • 815 • sell 1300 130.0 • 36' 4110' • 66.6 4 • �?3 113.5 130.0 9 • 42' , 59.6 72.4 05.4 117.5 • 48' • 53.0 4 • *.ar • 87.2 104.1 • ••• • • • • • ••• • ••• • • • ••• • •••9 • • • •••4 ••4 • •• 4 • ••• • •••4 • • • JAN 3 1 1008 • • • NOTE: INTERP(YATION•BETWEEO WIDOW ALLOWED. • • • •••• • • • • •••• UNANCHORED -JAMB OPTIONS AT FRAME JAMB WIDTH (WT) m 81 + 192 AT FRAME MINJON 2 MUIJ1ON 'Ml' 1 IAMB 'J2' MDIJ.ION 'li9' MUI80R '143' MULLON '14' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED /JAMB OPTIONS WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) AT FRAME 1114110N rar�Rl. 160100121 FA O S3RUL71NES FUL FE CAN. BS67 INTERMEDIATE HORIZONTALS -INTERMEDIATE HORIZONTALS 81 + 82 2 J.ppsaceA m :•mptylag with AM 2;23 01143s C dr Date L • 0 NOV - • • _ 6 '51154d0 P n99st i. • •, ii! ._ . --`� 4 • •••• • • • • • ••• • • •• • ••• • ••• • • ••• • • • • • • • • • •• • ••• • •• • • • • ••• •••• - • 0 • 0 • • - • • • • • /WW2 LOAD CAPACITY - PSP 1 • • • • ExT.(4) • TNT( -) • NOIUN • 1 7 • ANCHORS TYPE 'A' ANCHORS TYPE 'B' & '0' ANCHORS TYPE 'C' t *LOTH (4) FI•dENEtGHO , A2 + AB A4 82/02 93/03 B4/114 C2 CB ! C4 - - - - - - - - - - 30' I • 1304 • • 1.194. • 130.0 130.0 110.0 130.0 130.0 130.0 i 130.0 +C� 38' 108.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 zi t • 42 • .72- 93.0 1') d • 130.0 122.3 130.0 130.0 130.0 S H • 4e- • • • • 81.3 S • 1420 • 130.0 107.0 130.0 130.0 123.3 130.0 130.0 H • 54' •••• 723 •184,4• 130.0 95.1 130.0 130.0 109.6 130.0 130.0 60' • • 65.1 97.6 • 130.0 85.6 128.4 130.0 98.7 130.0 130.0 6 . 30' ••• • 120.1 110.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 • 38 - • 100.1 •*0800 11 130.0 130.0 130.0 130.0 130.0 130.0 130.0 6. 42 • . 78 , 85.8 a .40.70_130.0 112.9 130.0 130.0 130.0 130.0 130.0 - + (AUUJON) 48' • • 75.1 112.6 130.0 98.8 130.0 130.0 113.8 130.0 130.0 54' • • • • 66.7: iliC:t• • 130.0 87.8 130.0 130.0 101.2 130.0 130.0 • • 60' • • • • 60.1 •90.1 9 120.1 79.0 118.5 130.0 91.1 130.0 130.0 30' • .... 8 111.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 { _35 ' - ' 6. 9311_ 130.0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 42' - , 79.7 119.5 130.0 104.8 130.0 130.0 120.8 130.0 130.0 48' - - 69.7 104.6 130.0 91.7 1304 130.0 105.7 130.0 130.0 54' 62.0 93.0 123.8 91.5 122.3 130.0 94.0 130.0 130.0 60' 559 93.7 111.5 73.4 110.1 130.0 84.8 120.9 130.0 30' 104.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 38' 88.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 42' 90 , 74.4 111.5 130.0 97.8 130.0 130.0 112.8 130.0 130.0 or 65.1 97.6 130.0 86.6 128.4 130.0 98.7 130.0 130.0 54' 57.8 869 115.7 76.1 114.1 130.0 87.7 130.0 130.0 60' 52.1 78.1 104.1 68.5 102.7 130.0 78.9 118.4 130.0 30 97.6 130.0 130.0 128.4 130.0 130.0 130.0 130.0 130.0 36' 81.3 122.0 130.0 1079 130.0 130.0 123.3 130.0 130.0 42' 88' 69.7 104.8 130.0 91.7 130.0 130.0 105.7 130.0 130.0 48 - 814 91.5 122.0 80.3 120.4 130.0 92.5 130.0 130.0 54' 54.2 81.3 1054 71.3 107.0 1300 82.2 123.3 130.0 60' j , • • • `. b9 731 97.6 64.2 98.7 128.4 74.0 111.0 130.0 • 30• • • • • 919 • 13W1t 130.0 120.8 130.0 130.0 130.0 130.0 130.0 41 • 38' • 783 • ;149 • 130.0 100.7 130.0 130.0 116.1 130.0 130.0 42' • On% • 65.6 98.4 130.0 86.3 129.5 130.0 99.5 130.0 130.0 • • 48• • • 57.4 :_+8.1 1149 755 1133 130.0 87.1 130.0 1300 _AI 54' • 51.0 • • OOHS • 102.1 67.1 100.7 1300 77.4 1151 130.0 1 • 30' L•••• 86.8 '0 •• i 110.0 114.1 1300 130.0 130.0 1300 130.0 38' �. • 72.3 • 10814 130.0 95.1 130.0 130.0 109.6 1300 130.0 t • 42• • i • 62.0 • • 1111` 123.9 61.5 122.3 130.0 94.0 130.0 130.0 t • b' • 54.2 • •1•T• 108.4 71.3 107.0 130.0 82.2 123.3 130.0 • 30' • • 82.2 ` - 1� 130.0 108.1 130.0 1304 124.6 130.0 130.0 N • • 36 4t4' 683 102.7 130.0 90.1 130.0 130.0 103.9 130.0 130.0 • 42' 58.7 • • pm* , 117.4 77.2 1156 130.0 .89.0 130.0 130.0 •• b • 51.4 • .37&. 102.7 67.6 101.4 130.0 77.9 118.8 130.0 30' r . • 78.1 • 117.1. I 130.0 102.7 130.0 130.0 118.4 130.0 130.0 36' • 85.1 • 57.6 • 130.0 859 128.4 130.0 98.7 130.0 130.0 • • 42- III • • -• 55.8 • 83.7 2. 1114 73.4 110.1 130.0 84.6 128.9 130.0 b' • • • • 48.8 73.2 r 97.8 64.2 96.3 128.4 74.0 111.0 130.0 NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 130.0 130.0 130.0 INTERMEDIATE HORIZONTAL 4' 3' 8)CHOR9 TYPF3: SEE SHEET 5 FOR DESCRIPTION _ - 2 ANCHORS TYPE 'A' Al' EACH SIDE OF JAMB AND MULLION B2 • 2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 • 2 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MUWON D2 • 2 ANCHORS TYPE 'D AT EACH SIO2 OF JAMB AND MULLION A3 • ((3)) ANCHORS TYPE W AT EACH SIDE OF JAMS AND MULLION R3 • ( 3 ) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MUWON C3 - ( ( 3))) ANCHORS TYPE 'C' AT AND EACH SIDE OF JAMB D MUWON D3 .4 3) ANCHORS ORS TYPE 'D' AT EACH SIDE OF JAMB MO MUUJON A4 • 4 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 84 • 4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MUWON C4 • 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON 1)4 • 4 ANCHORS TYPE '0' AT EACH SIDE OF JAMB AND MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 22. Cg L A3. B3. C3 JAN 31 2008 A4. B4. 14 Eno: bR. !6Y8Y0UN FAM500 6T2OC30R45 A;>pc.94a cMgefl94 t8Fi8186 F C # 7 914;- Cuid:ag C,yt' 0r. 0u a Pc xing* .. @Wet 407401 i; • • TYPICAL ANCHORS • • SAE ELE1! FOR SPA$NO•- • ••• •• • • , ° ••• •• ••■• 4 A • °• • • • • •• • • • • •• • •• • ••• • • • • • • • • • AJ • • al • •I • • ••• • • • • • Ingn OR. HDWYO{W FARG O FIX i 6757 3 1 2008 Api mm1 m amplft 1061 6Torid 141:4F40 Tae NOM .. erudara 1 drawing no W07 -60 (sheet 50T g —E 0 ••• • • •• ••• • • ••• • • • i 0 - • •.• •• • ••• • • •• •1 I i •• • •• • • • ••• ••• • ••• •• (0: •• • • i ••• •} ••S ••• . v TYPICAL ANCHORS / SEE ELE11. FOR SPACING 1BY _. WOOD BUCKS TWO PIECE OR ONE PIECE HORIZONTAL tNTERCHANGEASLE BEIWFFN HEAD & & SILL INTERIOR FINISHES NOT BY ES. WINDOWS ILLUSTRATIVE OIO.Y TYPICAL ANCHORS SEE ELEY. FQR S PApNO TYPICAL ANCHORS 5EE ELd. FOR SWING 1 mETAL STRUCIITRES SEALANTS: ALL FRAME CORNERS. JOINTS. MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SIUCONE SEALANT. WOOD BUCKS AND METAL STRUCTURES NOT BY ES. WDW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE A• - j — — — — — — _ ._. UI TRACON BY 'F1 M' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -3/8' MN. PENETRATION INTO WOOD I THRU 1BY WOOD BUCKS INTO CONCRETE WITH I -T/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4" MIN. EMBED INTO CONC. IWO CONCRETE AND MASONRY m 2 -1/2" Inc L uiTO WOOD STRUCTURE m 1' MIN. 1 /4' OIA HP TI KWBC CON 11 BY 'NB_11' INTO 28Y WOOD NECKS OR WOOD STRUCTURES WITH 1 -1/2' MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1 -1/4' MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4' MIN. EMBED INTO CONC. ANCHOR FDGE DISTANCES INTO CONCRETE AND MASONRY = 3' MIN. LINTO WOOD STRUCTURE s 1" MIN. Tim= 5118' MA 111 TRArnS BY 'F1 CO INTO 2BY W000 BUCKS OR WOOD STRUCTURES WITH 1 -1/2' MEN. PENETRATION INTO WOOD THRU WY WOOD BUCKS INTO CONCRETE WITH 1 -I /4 MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4' MN. EERBED INTO CONC. AMMILIDOLLIISINCES INTO CONCRETE AND MASONRY - 3' MIN. I INTO WOOD STRUCTURE a 1' MIN. rTYPF 1.14 tl1S OR _M G 11 SCOCWS ST /cT INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8063 -TS MDR.) (STEEL IN CONTXT WITH ALUMINUM TO BE PLATED OR PAINTED) ,INTO METAL STRUCTURE _ 1/2• MIN. ( __n 0 : lo W g 9 al 8g g < 11 g 1 77 CC 8.4 3 4 ha OlgiO • • •• •• i . • • • 0 • a — ••• • ••• . : • • • -- • • • • • • • •• • . • • • •• • • ••• N•• •• ,•• • N •• 1•• • • • • ••• l•• • • • 1BY • *000 BUCKS'. •• • • • a •° / 1' ° / JAMS ANCHORS OPTIONAL _. SEE ELEVATIONS FOR SPACNO •••• • •° • • • • RAIL SNIP SPACE 1/4' FER ANaOR 'A I/2' 14C OIS •B• & 'C • GAP ^y REINFORCING 1/4 DN. BOLTS WITH PUTS 1 -1 /S MAX. ENDS 1/4' MN. / / SEE SHEET 3 FOR CAPACITY AND 1S -1/2' MAX. • •• o} / • • <. •• ••.•• • 1 •• b•• • • ••• N•• . . • • • ••• F•• • , • • • D.L OPG. MAX. SHIM SPACE - 1/4, FOR ANG10R , --�� 1/2 ANCHORS 'B' & ° JAMB ANCHORS OFIXINAL SEE ELEVATIONS FOR SPAO&G • • o a MAX. SHIM SPACE we FOR MNC/10R b' METAL STRUCTURES JAMS ARCMS'S OPTIONAL SEE FOR SPACING W. HwwrouM FW0 STRUCTURES CARL =I Ha 3 1 100& v I ui La n drawing M. W07 -60 �IH11a•t Bo! gJ •• • • • • • _._ • - -- 4888- • • • • • •••• • • • 1.750 ••• 61Lj •• .•• •• i ••1 • i • 1 ••1 •• •I •• • • k-- ..._ •• • • ••• 1•• • • • 2.750 • • •••ISS • • 3.750 ••• 4.966 3.884 • • HI .LOW FRAME HF�D /SIB • •• • • • ttA OPEN BACK FRAME HEAD /SILL • •••8• • •• •• •• • • • • AFB ••1 •L • • •••re49• • 1 ••1 •• • •••• •••••• 3.9 -- • • • •••• • • (l y ) MEDIATE HORIZOYTAL •• • • .• • • 1.786 • • • • • • ••• 082 • • • 1 TYP. 1.117 II II 1.000 CLASS STOP 1.750 2.730 FRAME JAMB /MULLION ® MULLION SNAP -IN MATE SHEAR CUP .188 STIFFENER STEEL REINFORCING 36 1031 MN. 9 10 11 12 13 14 PART NORM ES0005 E58007 E56004 ES1O01 E56006 155002 ESB003 012 K 1 -1/2' 9DANT1TT 45 RECO. AS REM AS RECO. AS REDO. AS RE0O. AS RECO. AS RECO. AS RE00. AS REOO. 4/ CORNER AS RECD. AS REM. AS RE00. Ol6NCR1*T1O11 11p1A• ERMIE HPJIO/Sll OPEN BACK FRAME HEAD /SLL INTENYEOIME HORIZONTAL FAME AMB/MOUAN CLASS ST0P MULLION SHOP -IN MATE SAAR CUP 91190609 BIAS O15KET SPACER/SUCONE STOP SETUNG BLOCK AT 1/4' P0671S ASSEMBLY SCREWS RAMS MUUJON STIFFENER WWON REIFORCING 04MI4a MULLION REINFORCING BAR 0 94. S T909I PARO0O RA. � 30 ASV JAN g 1 20611 wTE81A1. 6005-T5 6063 -T6 6063 -T8 6006 -T5 6063 -T5 8003 -T5 6003-15 YBIYL !USIA NEOPROA STEEL 114141L/80PPLA01 3/18' 2 1/2' 5 2' LONG I, , J. A:1ug•Ni1M z ••azrz 6 z Pa gl 8 a �� • • • • • • •• • •••/ •• • • ••.• • •••/ •• J • • • • •••1 •, • •• f•• • • • • • •• • • • ••• / •• •• • • • • • ••• • • • • •••• • •• • • • • • • • • • • •••• • • • • •••• • •••1 •• • • • • • • • • ••• • • CIRCUrAY8lf EN &LED CORNERS • • • • • • • •••1•• •••• •• •• • • • • • ••1 •• •• • • 1 18111 •• • •••• • • • • • • •••• •••1 •• • • • • •••1 •• • • • • • • •• • • • • •••• • • • • 5 /e• x 1/6 Kw PLATE BEM TO MATCH JOINT 7 SECURED WITH /e SNS (3) PER SIDE OF 4Oa1T 5 x1 1/9' BENT TO MUCH JOINT SECURED WITH /e SUS (3) PER S DE OF AMR RECT. OR SQUARE CORNERS HORIZONTAL CORNEA drawing i10. W07 -60 e a? MIAMI DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinecodeonline.com NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted view by Miauli - Dad C 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. - - -- - - - - -- DESCRIPTIONAluminum Tube Mullion — APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01- 1226.14 and consists of this page.) enr epagef- , I s well as approval document mentioned above. • • • • • • • • • • • • • • • • • The submitted documentation was reviewed by Manuel Perez, J E.... •• • • • ••• •• ••• 1,1010ANO 06 -021402 • Urpiration Date: January 25, 2012 • • • • • �pp al bate; i'earuary 22, 2007 • Page 1 ..• • • • • •.. • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• •. • • • •. .• ..• • • • 00 • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1 °1 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- 01 -07, Sheets 1 through 7 of 7, titled "Aluminumn Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS -... .1 .. - 1.4 - - 1. �. - .- 0: D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 • • • • 201 -94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -2680, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01- 1226.14) F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. O'1HE:R 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. net ' erez, P.E. Product Control Di • .•. •• ••• ••IATOANo06 -0 • • • • • Expiation Date: haauary 25, 2012 .. • cppnovaf Da* 1 bsuary 22, 2007 • • • . . ••• • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • .• •• • • •• .• •• 000 • • • 000 • • • • • •. • • •• •• • • •• • •• • • io 0 • � ••• • 1••• • • t••• • i••• I••• • • • 2 VERTICAL 1/ 8"(1r) •••• • PROCEDURE3t • I ILTLLION SELECTION 1 SDETERMINE DG+iIGrl PI .SSURE BY COMPUTING THE WIND LOAD IN PSF .41.11.VON AS PER FLORIDA BUILDING CODE. •••• •• •• Z VOLES Ch AFZIS No.2 AND 3 TO DETERMINE THE MUWON SIZE REQUIRED TO ACHIEVE THE DESIGN •P• StURE• •• ••• • • • •••• 3. L;SE TABLES Q,I4, S No. 4 TO DETERMINE THE TYPE : F CONNECTION BETWEEN MUWON AND STRUCTURE REQUIRED • T HEVE TAt' UESICN PRESSURE. • • • •• • • • •••• • • • • GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 1/8" VERTICAL MULLION APPLICATIONS GENERAL NOTES: 0 1 [J GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2" THRU 6" HORIZONTAL 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MUWON AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. FwwcISCO HERNANDEZ PURIM PE / 51393 Sunshine %V'mdows Monufecteirg, hlc. 1745 5. 33rd 33OPlan Nawah, FlgYfo 1II FsxC3OB 119 orw� a RF o.tu9 -30 -05 sealer 1 /2"=1" R.wot.= Revlon: DRAWING No: SW -01 -07 SHEET 1 OF 7 WOE SPAN N � t 990 7 0ESIGN !13 PRESSIBE 1280 SPAN 1RO WARY + (91] [IN1 90 7991 90 - 38.38 80 89.79 80 - 70 102.61 70 29.42 JB.JB 60 119.71 74,25 60 - 50 143.60 50 27.84 50.63 40 179.57 40 34.81 30 239.43 30 46.41 20 359.14 20 89.61 90 4598 90 - 80 51.59 5800 60 - • • 70 58.98 • 70 - •• 50.63 60 68.79 • 84.00 80 - 80 - • • 50 82.55 • • .• 50 - • 40 103.19 8340• 40 - 30 137.55 ••0•4 30 32 5 - _ • 20 20828 20 48.00 1x3 iXJ 20 90 36.06 90 - -- - 80 40.58 80 - 10 46.36 70 - ,' 60 54.09 '' 60 - 56.00 50 6490 50 96.00 50 - 40 81.13 40 - 330 10017 39 - •• I • 20 214.05 20 162.28 20 3221 • 90 90 25.32 • • 3727 80 28.49 70 42.59 70 32.56 7415 ii •• 63.00 J).99 ••• 59.63 50 45.58 • ∎•• 74.54 40 56.98 ■••• 99.38 30 75.97 4••• 149.07 20 113.96 TUBE SPAN TRIBUTARY , 0ESIGN !13 PRESSIBE TUBE SPAN 1RO WARY + (91] (NI 90 .67365 90 - 38.38 80 82.88 80 25.74 70 94.69 70 29.42 50.83 60 110.47 84.06 80 34.32 50 132.57 50 41.18 50.63 40 165.71 40 51.48 30 220.95 30 66.84 20 331.42 20 102.95 90 60.20 90 - 80 67.73 5800 80 - • • 70 77.40 • 70 - •• 56.00 60 90.30 • 86.00 80 - 80 - • • 50 108.36 • • .• 50 27.59 • 40 136.45 8340• 40 34.49 30 180.81 ••0•4 30 45.88 - _ • 20 27091 20 68.97 !1X41 1X4 20 90 47.57 90 - -- - 80 53.51 80 - 70 61.16 70 - ,' 60 71.35 '' 60 - 63.06 10660 50 85.64_ S0 - 40 107.03 40 - J0 142.70 30 3229 20 214.05 20 48.44 90 33.13 80 3727 70 42.59 7415 60 4069 50 59.63 40 74.54 / 30 99.38 20 149.07 TUBE seat TRS ARY Tiff MOW IM 90 3920 80 44.10 70 50.40 38.38 60 58.80 50 70.56 40 88.19 30 117.59 20 176.39 90 - 60 - 70 - 50.63 60 25.61 50 30.73 40 38.42 30 5122 20 76,84 90 - 80 - 70 - 60 - 5800 80 - • • Al 5 • VI • g •• •••••10i • - • • 80 - • • • • .• • - • • 800 - • 8340• • • 50 • - ••0•4 _ 9 • • 30 26.E • s 20 39.88 • • •• • • •• • • • • •• • •• • • •• • ••• • • • ••• • r r • • • • • • • • • • • • • • • • • 5•• •••• • NOTE* •Wire INTERPOLATE FOR INTEREDIAN VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. TRIBUTARY 910111- 81 +112 2 BOMBLIBWIN TRIBUTARY WIDTH Ylt + Trj 2 YUPPLINUES FRANCISCO HERNANDEZ FLORIDA PE # 51395 TUBE SPAN 1R11311p14Y I4 COON P 7136E 'MUM SPAN 1r (� 90 95.30 x N • e0 32.43 Bo 107.22 80 80 36.48 70 70 12253 70 42.93 70 41.70 60 63.00 60 542.96 50.09 1081.0 60 18.84 188.48 50 171.55 50 58.37 40 40 214.43 30 40 72.97 30 100.17 30 28591 20 483.70 30 9728 15026 20 428.87 87.8 20 14593 90 6581 80 90 26.27 70 80 77.19 70 28.78 60 29.55 60 131.79 70 821 33.55 70 3177 15.15 BO 102.92 00 39.40 74.25 50.33 ' 120.00 50 123.50 50 4728 30 67.11 20 395.38 40 154.38 100.66 2% 4059.10 90 69.42 30 205.83 30 78.80 -- 20 308.75 2 % 5 20 11121 2 %6, 70 90 5361 60 90 - 60 - 60 60.31 50 12496 80 - 2828 70 88.92 156.20 70 - • 114.00 � 60 80 .41 132.00 60 32.56 • - - ' __1 -- am t 31240 50 39.08 • 90 40 120.62 90 - 40 48.85 60 :VP. 30 16012 • 30 65.13 I 20 24924 • • • 20 97.89 60 90 41.04 1 7425 90 - 80 48.17 50 •1111 60 - - • 70 52.77 j7+ 70 - • 60 6157 30 60 27.36 • 9600 50 73.68 51.54 144 50 32.84 40 92.35 40 41.04 30 123.13 30 54.73 20 184.70 20 62.09 TUBE 4 •N! USER WE TUBE SMI TRIBUTARY �l' 1900 DESIGN ° 90 107.49 x N • 33.39 80 12093 80 37.56 70 13820 70 42.93 5013 60 16123 8450 60 50.09 50 188.48 50 50.10 40 24195 40 75.13 30 322.47 30 100.17 20 483.70 20 15026 90 87.8 90 - 80 98.85 80 25.16 70 11297 70 28.78 56.00 60 131.79 890 60 33.55 50 15.15 50 4028 40 197.69 40 50.33 ' 30 263.59 30 67.11 20 395.38 20 100.66 2% 90 69.42 90 - 80 78.10 80 - 70 89.28 70 - 60 101.13 60 - 50 12496 1081.0 50 2828 40 156.20 40 35.35 • • 30 20827 • 30 47.13 • . 20 t 31240 20 70.70 • • • 90 1 48.35 90 - • 60 :VP. so • I • • 705 I 70 • • • I 60 - • 1 7425 • ` p7 • M � • j 12090 • 50 •1111 50 - • • 4040 j7+ 40 25.77 • 3° • 4411/4#1 30 34.36 • 20 •0:;11, 20 51.54 • ••• • ••• • • • • • •.• • •• • • • • ••• • • • ••• • • •49a• • INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRI8W1RY *13114 TO DETERMINE DESIGN PRESSURES. • •• • • • • • TRIBUTARY roOIN- WI Z .12 MISIMELISILLO IA1 115017 9113114- *1 + 2 • / - 1 7 1 71 , 1, m_ FiNaciS03 HERNANDEZ 11.0RE4 PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 357d Plan IYdaah. Ranee awls Ph: (305)304-002 Par. (305)324 -0112 16 rxi p, m e Wo- E AU: IFA MIIIIIPII aa,n 95 RF 0o•5, 9 -30 -05 seats: NTS ReNHorc 9RAVAND N0. SW -01 -07 SHEET 3 OF 7 ANCHOR TYPE SPAN r (01l AN4Vrt . TOMMY ala (Wf 85 9852 85 48.18 70 11183 70 56.08 50.83 60 139.57 40 108.00 50 7851 46 174.48 40 98.13 85 87.50 22 178,42 70 10815 85 4138 57.00 60 123.98 60.83 70 50,47 30 13957 50 148.75 120,00 50 70.88 42 177.08 A 4 D A R D 40 88.32 57 85.24 85 79.17 30 117.76 50 65 103.53 20 20 176.64 57.00 63.00 SO 134.58 30 78 41,17 20 8,CEE 38 177.08 70 45.88 52 64.70 8,C & E 20 98.13 85 69.27 50 84.23 6300 70 84.11 132.00 40 8019 72.00 50 117.76 30 107.05 20 . 3 178.42 20 18158 85 5137 73 40.33 70 72.10 60 48.07 8400 50 100.94 I 50 58.88 as 174.03 144.00 40 73.60 85 51.95 30 98.13 70 83.09 20 147.20 98.00 50 88.32 40 110.40 25 176.64 A rtpE SPAN r SPAN TROJTARY f8i) DF310N (8Il 85 84,88 43 8661 9602.05 40 71.81 38.38 74.00 40 138.07 30 95.48 20 278.14 20 143.22 65 64.42 39 64,70 50 83.74 30 84.11 60.83 84.00 30 13957 2D 126.17 20 209.35 34 64.94 A 4 D A R D 57 85.24 30 7180 9600 50 74.37 20 110.40 57.00 30 123.96 30 65.42 20 185.94 108A0 25 78.51 52 64.70 20 98.13 40 84,11 6300 30 112.15 20 168.23 • •• � • •• • • ••• •• • •• • ••• • ••• • • • ••• •••• • • • ••••_ • •• • ITERPOIATE AR N1ERIIEW38 VALUES OF SPAN MID /OR TRIBUTARY • • • • 411113TH TO 08IEIWINE moo PRESSURES. • • • • ••• ••• • ••• • •• • • ••• •• •• • • • • • • • • • • •• •• • • • • • •• • • • • •• • • • ••• •••• • • • • •••• 1R 8UTARY 11101Ha _w2 2 TRIBUTARY 191D1H' 61 4 yz PRODUCT REVISED eaempy641 with thePteeW& Stridkag Code Aacd•erPt• � mea /_•� 7.12 �,. ) fteoholasted Sunshine Maws Manufacturing, Irtc. 1743 W. 33rd Woo. F Wr 3 8 O Oren Br RF oaw 9 -30 -05 seas: NTS Redeem 05498 i N0. SW - 01 -07 SHEET 4 OF 7 • • l • • • • • •• • • • • •• • • •• • •••• • •• • •••• • •••• • •••• 2' X ALUM. ' X 2 ANGLE • 1 4 S.MS. 2) EA ANGLE 1' X 3` ALUM. TUBE • • • • • MUWON • • •••• 2 2" X 1/8' 2 5/`8LONG 14 SRS. (2) FA ANGLE • • • • ANCHOR TYPE "A" 4' G DETAIL OF ATTACHMENT TO PRECAST SILL 1' Y OTHERS • BY wooD 9 14 S.M.S. 1 1/2' MN. EMBEDMENT INTO W000 OR 1/4' TAMS 1 1/4' MDT. EMBEDMENT INTO CONCRETE (1) PER ANGLE '1'BYOR2'BY • 9 14 S.M.S. 1 I /2' MIN. EMBEDMENT • INTO WOOD OR 1/4' TAPCONS 11/4 MIN. • EWETXIENT INTO 0011CR TE, (1) PER ANGLE 14 SKS. (2) EA, ANGLE ALUM. MGM 1/4' TAPCONS 2' MIN EMBEDMENT INTO CONCRETE 2" X 2' X 1/8' ALUM. ANGLE (2) El ANGLE I "x 3', 1'X4', 2'X4'022'X8'ALUM.TU8 NOTE ** PROVIDE 2 1/2 MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION 2 X 2' X 1/8' ALUM. *C E 2 5/8' 1.046 FOR 3' MULLION 3 5/8' LONG FOR 4' MULLION 5 5/8' LONG FOR 8' SWIM N S.M.S. (2) EA. ANGLE 1/2' ANCHOR TYPE "B" NOTE: 1- 4ULUON CONNECTIONS SHOWN ON 114S SHEET ARE APPUGBIE TO VERTICAL OR HORIZONTAL M 5. 2— WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED SY BUILDING OFFICIAL ' BY OR 2' BY 8000 BY OTHERS 4 4' 4 • 1 9 14 SM.S. 1 1/2' MIN. EMBEDMENT INTO WOOD OR 1/4' TAPCONS 1 1/4' M64. EMSBIEMT INTO CONIHBEIE (2) PER ANGLE • + 14 S.MS. 1 1/2' 1N4. l]IBED41FNf '6 t INTO WOOD OR 1/4 TAPCONS 1 1/4" 48N. EMBEDMENT 4120 CON REIE, (2) PER ANGLE ANCHOR TYPE "C" 2' X 2' X 1/8' ALUM. ANGLE 914 S.M.S. (3) FA ANGLE o x 2 � Aue TIRE P x 2'LX 1 ALUM. ANGLE 3 5 5/8' LONG Ka 8' MtW N 914 S.M.S. (3) EA ANGLE to 1/2' 1/4 TAPCONS 1 1/4' W. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 1' BY OR 2' BY WOOD BY OTHERS tJ4`_ __TA PC011 1/ ���, (2) PER MOLE N FRANCISCO HER/100E2 FLORIN* PE / 51393 Sunshine Wirldows ManufattIUhg, Inc. 1715 w. 33M Mee Male , 17012 m s {305 21 8 Drown er. RF Dote 9 -3O —Q5 sawn T /2 °ffi1" %M eat ReKakns ORAWDIO No SW -07 SHEET 5 OF 7 • •• •• • • •• • • • • • • •• • • •• • •••• • •••• • ••• • .••• • 1 •• •. • ••• • • •• SEETIONAj4. • • • • • •• • • • 1••• •••• • • • • • •• • ALUMINUM "U" CLIP FOR 1" WIDE TUBES DETAILS OF MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES PRODUCT REVISED aapl.BYa.4• &sign Code Alratilitrftli No . . 02 Date /,I1y` 2012 . ..:, Sunshine Windows Manufacturing, tau. 1746 W. 33rd �P?oce Nta.a,, fbhb3 40942 2:48/26-6118 er RF Dow 9 -30 -05 scam: 1 /2 =1' R.Wdem R••d.re ORONO Nm SW —07 SHEET 7 OF 7 j ALUM. V cup 1'x 2" on r x 3' ALUM. TUBE ALUM. V CUP 1 5/8' LANG FOR 2' MULLION 2 5/8' L00G FOR 3' MUWON MULLION ANCHOR TYPE "A" d ' • 1 1 i I ! 1 11 1{ i H I / aO 14 WAS, 1 1/4' MIN. EMIT W000 OR 1/4' TAPOONS 1 1/4' MN, 17MBE)1ENr DUO CONCRETE, (1) PO4 LEO 1' BY OR 2' BY WOOD BY OTHERS DETAIL OF ATTACHMENT TO PRECAST SILL 1' BY OR 2' BY WOOD BY OTHERS /'14 SACS. 1 1/4' MIN. EMBEDMENT n4t0 WOOD OR 1/4' DPOONS 1 1/4' 180. EMBEDMENT Nr0 CONCRETE, (1) PER LEG ALUM. CUP 1/4' TAPCONS 2' MN. EMBEDMENT N10 CONCRETE ALUM. V CLIP 1'X3',1 X 2' X 4' OR 2' X B' ALUM, TUBE ALUMINUM V CUP 2 5/8' LONG OCR 3' ILIUM 3 5/8' LONG FOR 4' MULLION 5 5/8 . 0 FOR6'181WON NOTE ** PROVIDE 2 1/2' MIN, DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION ANCHOR TYPE "B" - • NOTE: 1 - MULLION CONNECTIONS SHOO ON IMIS SHEET ME APpUcksa 10 VERTICAL OR 2- WOOD BUCK BY OTHERS MUST BE PROPERLY MODRED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVERED BY BUILDING OFFICIAL f 14 S.M.S. 1 1/4' MN. EM8EDY04T INTO WOOD OR 1/4' TAPCONS 1 1/4' MN. EMBEDMENT too CONCRETE, (2) PER LEG 14 S.MS. 1 1/4' MM, EMBEDMENT Y EMBECENT INTO 1/4" 3NCREE. (2) PER LEG ANCHOR TYPE "C" ' 8Y OR 2' 81 W000 1' 8Y OR 2' 6Y W000 A BY OTHERS i ••• • • ••• r � �� • • • • • d CS �, d •• • • P: • ir I • A m �' • • ALUM. COP c • • ••• • • Wy, • Q , • • •0004 • Mf • •••• • et41.• 1 TA ``• • ( 2 ) pQt �t • • • • • • •• •: • • • • BY TTY W000 3 5/8* M 'V' COP • • • • • • • 3 5/8' LONG FOR 4' MUlUON 5 5/8' LONG FOR B' MULJJO11 • • • • • • • •• -• •• e 4 •• • •••• • • -- — o- • • x •••• o 4 H : d N A it O X 6 a• A 4. TUBE I I —Ji 1/4' TOWNS 1 1/4' MN. EMBEDMENT INTO CONCRETE Sunshine Windows Ilanufaduring, Inc. n � s 1a �A �2 PFIa 306 1B4 --ea 8 D„ � RF Detc 9 -30 -05 scam 1 /2"=1" Rertenore Revision: PROMO No SW - 0 1 -07 SHEET 6 OF 7 MIAMI E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33' Place Hialeah, FL 33012 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 1650 Aluminum Horizontal Sliding Window — N.I. APPROVAL DOCUMENT: Drawing No. HS07 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Non - Impact Resistant Glass ", sheets 1 through 7 of 7, dated 12/17/07, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. •• ••• • • • • • •• • The submitted documentation was reviewed by Manuel Perez,..E.• • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinecode .. •.. .. • • • •• L NOA No. 0 .07 • ••. •• .Tiipiraiioi DMe: Aprit-10, 2013 • • Aprroial !late: April 10, 2008 .• • • •. •• . • Page 1 • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • •• • •• • • ••• • • • . •• • • • • • • • • • • • • • •• •• Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 11S07 - 01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Non - Impact Resistant Glass ", sheets 1 through 7 of 7, dated 12/17/07, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an alum. horiz. sliding window with 1/4" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5376, dated 08/24/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an alum. horiz. sliding window with 1/4" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5060, dated 02/28/07, signed and sealed by Carlos S. Rionda, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an alum. horiz. sliding window with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5058, dated 01/30/07, signed and sealed by Carlos S. Rionda, P.E. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an alum. horiz. sliding window with 3/16" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5057, dated 03/02/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P.E. "' • • • • • •• Complies with ASTM E1300 -02 • • E -1 •• M - ueI Pe ' E. Product Control E i er • • • • • • ••• •' T O4 No. 08- 0107.07 • • • • •' ItxpfgatfQn ELat4: Ap April ri110, 2008 2013 • • • • • • •4pproirai Dag: 1 :, • • • • • • • • . •• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • - • • •• •• • • • • ••• • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5376, issued by Fenestration Testing Laboratory, Inc., dated August 28, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report no. FTL -5060, issued by Fenestration Testing Laboratory, Inc., dated March 28, 2007, signed and sealed by Carlos S. Rionda, P.E. 5. Laboratory compliance letter for Test Report no. FTL -5058, issued by Fenestration Testing Laboratory, Inc., dated March 28, 2007, signed and sealed by Carlos S. Rionda, P.E. 6. Laboratory compliance letter for Test Report no. FTL -5057, issued by Fenestration Testing Laboratory, Inc., dated March 28, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None • •• • • • • • • • • • • • • • • •• E -2 •• ••• • • • • • • • • • • • •• • .� J • • • • • •• Man el Pere Product Control E •: • : rft No. 08— 1 .07 • • tsptatiDn l;att: April 10, 2013 8.. :Appro s1 Dgtt: April 10, 2008 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •. •• •• • • • •• •• 000 • • • • •• • • rePICAL. ELEVATION (XO) GENERAL NOTES: NON -D PACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND X0 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO PAGE 2 OF 7. 3.- REFERENCES: TESTS REPPORTS FTL- 5057,FTL -5058, FTL -5080 AND F1L -5378. 4.- THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE. 5.- FASTENERS MUST HAVE THOROWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. AUWNUM CONTACTING METALS SHALL BE PROPERLY PROTECTED, MIAM -DADE IMPACT RESWEANT SHUTTERS REQUIRED NON - IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPUED) MAY BE USED • • • • • • • •• • • • • • • • • • • •••• • • • • • •• •• • • • • • • • • • • • • • •• • • I4 - 18 - FRANCISCO HERNANDEZ FLORIDA PE 1 51393 • • • ,, •, RE peen 12 -17-47 sat= 1/2' -1 owes No. HS07 -01 SHEET 1 OF .7 ▪ • • • • • ••• •• • 44 rip, • 3 • Ey • o A4 4'' 4 ' ° z o z Q • • • • • • • • • • 1 • • • • • ••• • • • • • • • • • • • • WINDOW DIMENSION -- � WIDTHH ' HEIG 21 8�t:'` 37' 53 1/8' -- 74' 25 1/Y 53 1/8' ` - -- 74' , 37' 53 1/8` / f 74 ' • • • • 53 1/8' 63' 74 24' 38' 48' 24' •031•41 72' • • 24' • • 36' • i• a 36' . • ANCHORS 4 6 186 g 7 4 6 7 8 3 4 • �•`r• 4 • • 3 • 4 •5 • 4 -_• •_ • 7 • • :•4•= 4 5 • •r• • 48 . • • •7die• 1.e• 3•' .40•••• 48' 5 80' 7 50' 7 72' 8 1I8" 13/4" EXT. INT. 50.00 145.00 50.00 96.40 INT. 210.00 201.00 49.50 49.50 50.00 114.00 50.00 59.20 50.00 72.90 48.90 47.20 48.90 48.90 47.20 47.20 63.00 95.04 50.00 50.00 180.00 110.00 50.00 52.20• 50.00 63.80 so.c Olt). 50. 1847.04 50.&J %3M 0 UN' 50.0• 49.40 49.40 42.70 42.71b 50.00 51.60 • - 48.60 49.50 70.00 59.20 48.90 47.20 • _ • 46.60 SERIES•1650 IM NON•PACT ALUMINUM HORIZONTAL SLIDING WINDOW (X0) ANNEALED GLASS 1/4" ANNEALED GLASS 114" TEMPERED GLASS SILL 3" SILL 13/4" SILL 3" SILT. 3" SILL EXT. 70.00 70.00 70.00 70.00 70.00 70.00 66.40 52.20 70.00 66.50 55.00 49.40 42.70 51.60 46.60 INT. 145.00 96.40 72.90 49.50 114.00 59.20 160.00 110.00 83.80 66.40 52.20 147.00 66.50 55.00 49.40 42.70 51.60 46.60 DESIGN PRESSURE CHART • PSF 3116" ANNEALED GLASS 13/4" SILL EXT. INT. 53,33 210_00 53.33 201.00 53.33 131.00 53.33 89.90 53.33 177.10 53.33 130.46 53.33 82.60. _53.33 63.00 53.33 95.04 53.33 60.10 48.10 48.10 53.33 74.59 49.60 49.60 53.33 180.00 53.33 153.46 53.33 126.98 53.33 126.00 53.33 103.00 53.33 153.48 53.33 135.42 53.33 97.90 53.33 80.60 53.33 69.10 53.33 100.42 53.3.3 73.60 53.33 57.40 51.40 51.40 53.33 80.76 53.33 61.30 44.00 44.00 3" SILL EXT. 70.00 70.00 70.00 70.00 70.00 '70.00 70.00 83.00 70.00 60.10 48.10 70.00 49.60 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 69.10 70.00 70.00 57.40 51.40 70.00 61.30 44.00 131.00 89.90 177.10 130.46 82.60 60.10 48.10 74.59 49.60 160.00 153.48 126.98 126.00 103.00 97.90 80.60 89.10 100.42 7.3.60 57.40 51.40 80.76 81.30 44.00 13/4" SILL EXT. INT. 53.33 210.00 53.33 201.00 53.33 186.00 53.33 130.00 53.33 210.00 53.33 199.00 53.33 114.00 53.33 81.50 53.33 170.00 53.33 84.70 '53.33 60.10 53.33 153.00 5.3.33 72.60 48.90 46.90 53.33 210.00 53.33 153.46 53.33 126.98 53.33 132.86 53.33 121.22 53.33 153.46 53.33 135.42 53.33 100.42 53.33 99.93 53.33 88.59 53.33 100.42 53.33 93.87 53.33 76.80 53.33 65.80 53.33 99.93 53.33 87.00 53.33 61.00 50.50 50.50 EXT. 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 '60.10 70.00 70.00 46.90 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 70.00 65.80 70.00 70.00 61.00 50.50 INT. EXT. 210.00 53.33 201.00 53.33 186.00 5.3.33 130.00 53.33 210.00 53.33 199.00 53.33 114.00 53.33 81.50 53.33 170.00 53.33 84.70 53.33 60.10 53.33 153.00 53.33 72.60 53.33 46.90 53.33 210.00 53.33 153.46 53.33 126.98 53.33 132.86 53.33 121.22 53.33 153.48 53.33 135.42 53.33 100.42 53.33 99.93 53.33 88.59 53.33 100.42 53.3.3 93.87 53.33 76.80 53.33 65.80 53.33 99.93 53.33 87.00 53.33 61.00 53.33 50.50 53.33 INT. EXT. INT. 210.00 70.00 210.00 " "'''�.J'"•' 210.00 70.00 210.00 210.00 70.00 210.00 210.00 70.00 210.00 210.00 70.00 210. 210.00 70.00 210.00 210.00 70.00 210.00 168.45 70.00 188.45 b )I {U) 210.00 70.00 210.00 / A✓ 154.60 70.00 154.60 ��\\ 117,50 70.00 117.50 j 167.82 70.00 167.82 120.12 70.00 120.12 90.00 70.00 90.00 210.00 70.00 210.00 153.40 70.00 153.48 126.98 70.00 126.98 132.86 70.00 132.86 121.22 70.00 121.22 153.46 70.00 153.46 135.42 70.00 135.42 100.42 70.00 100.42 99.93 70.00 99.93 88.59 70.00 88.59 100.42 70.00 100.42 93.87 70.00 93.87 153.46 135.42 87.00 70.00 87.00 74.30 70.00 74.30 99.93 70.00 99.93 87.00 70.00 87.00 83.40 70.00 83.40 67.80 67.80 67.80 NON - IMPACT RESISTANT WINDOW AMIt• Merida D1e - .4 0 • - NOM i5.aralt•VII S 8ilaad OadaPfad6 12 -18 -.07 FRANCISCO HERNANDEZ FLORIDA PE i} 51393 RF oat• / ew. 1 2 =1 Wear Redeker DOMINO NO. HS07 -02 SHEET 2 OF 7 Y •4 • oo 1 •••• • • • •••• •••• • • • • •••• • • •••• • • • • • • ••.. • • •• • • • •• • • •••• • • • • • • • • • • ( ) CO) 4E� t-i � � VERTICAL SECTION HORIZONTAL. SECTION " VERTICAL SECTION WITH SILL RISER NON - IMPACT RESISTANT WINDOW Fbitida Oats tin e � NOM- .c7a, Aeimri Deco P BY rzif -I &- o 1 FRANCISCO FL E 51393 Sunshine Wows Idanulochaing, I 1743 M 3 113364O 3011 P• S� 118 omen sm., + +' okapis —03 SHEET 3 OF 7 rod* PARTS o9+ D50(2WCON 1.625 ---� 1 SW -019 1 0.050 o oea 2 SW -019 0394 1.878 MOVING 6083 -15 -_..� 09121 MEETING SW -017 8083 -15 0.060 -- RAIL 2 8063 -T5 4 SW - 018 - 7- 1 j� 1.28D 1.250 I_ , { 1A3 �L !AI 0 0. OWING BEAD 8083 -15 O i FRAME 2.077 -I JAMB TO MOVING PANE. ��- JAMB 1.312 PANEL E FIXED KERNS PAIL SW-40111 8063 -15 10 FIXED SW-014 8083 -15 15 FOAM 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVMG MEETING RAL 8053-15 i 1 TT 1 8063 -15 19750 SW-014 1 r — RAIL 8083 -15 � 0.750 •I • MOVING . 1.0000 SEE SW -018 8063 -T6 INSERT TRACK SW -ea21 8083 -15 • IN FRAME • - ••O• HEAD AND • •S•019 8063■75 591 rod* PARTS IMOD D50(2WCON MATERIAL 1 SW -019 1 FRAME NEM 8083 -15 2 SW -019 1 FRAME SILL 6083 -15 3 SW8pt21 1 INSERT TRACK 8063 -T5 4 SW - 018 AS ROD D1AZIND BEAD 6063 - 75 5 SW - 012 SIT-010 ALL. 8083 -15 8 SW3019 AS FWD FIN SEAL PILE FELT 7 SW1520 AS 15 FOAM 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVMG MEETING RAL 8053-15 ma PARTE END. DESCRIPTION MAT89L11. FIXED MEETING RALL, 8083 - 15 it SW AS ROD ASSEMBLY SCRE115 / 8X1' SVS. 12 SW-013 1 MB TO MOVING PANE. 8083 -75 13 SIT-010 1 MOVING ME RAIL 8063 - 15 14 SW3257 AS ROD YEATMER STRIP BULB - VINri 15 SIN-887 AS ROO WON ZINC 18 SW-S10 2/SILL RETICULATED FLIER FOAM SILL RISER 8063 -15 18 SW-014 1 JAMB TO FIXED PANEL 8083 -15 • • • •0• • • • • • • • • • • • • • • •• •41 ••• M••• ••.• • • • •••• • • • •••• • •• •• • • • • 8 • MATERIAL LIST MATERIAL LIST • • • • •• • • • •••• • • • • NON - IMPACT RESISTANT WINDOW Aprzved m walpiyN6 watt a. ' Coda Nei sal Dab 01 T • 12 FLORI APE # Windows Manufacturing, Inc. 1745 • 37N Place Flu 9052 F - -5118 a 4 W d cn MO 0 z • &a RF D ate 12 -17 -07 Beata 1/2 - -1' Ikmalor °ROM NO. HS07 -04 SHEET 4 OF 7 • • • • • • • • • • • • • • •••• •••• • 4 •••• • 4 •••• 1 •••• 1 • 1 •••• • • •••• • • • • • • • • • •• • •••• DBTAII A A TTACHlAWNT 1OMA QNIRY -- - TIFICAL ANCHORS •••• •• • •• • •• • ••• • •• • • • •• • •S • • DETAIL C • • ATTACFIMBNT TO METAL STRUCTURE DETAIL NR ALUM 1/8' MIN. THICKNESS) (•51F�• •••• • • ' • 0 TIPICAL ANCHORS 1/4" SMS THROUGH METAL. (FOR MA%. ANCHOR SPACING REFER TO SHEET 1 OF 7. FOR NUMBER OF ANCHORS REFER TO SHEET 2 OF 7.) 1/4" TAPCOrS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING REFER TO SHEET 1 OF 7. FOR NUMBER OF ANCHORS REFER TO SHEET 2 OF 7.) TIPICAL HEAD SECTIONS NON - IMPACT RESISTANT WINDOW DBTA% B ATTACHMENT TO WOOD gg TIPICAL N4Q40RS 1/4" SMS 1 1/2" MN. PENETRATION INTO 21000. (FOR MAX. ANCHOR SPACING REFER TO SHEET 1 OF 7. FOR NUMBER OF ANCHORS REFER TO SHEET 2 OF 7.) Appravadm coAXAFAIN wiguLr F.asida Balding Code ,Nate C I�?u.. gr 0 12,-1 1,07 FRANCISCO HERNANNDEZ FLORIDA PE / 31383 k E-. k°,1 g t x D, RF saa4n 1 2.1 F..Weia OWING HS07-05 SHEET 5 OF 7 • • • • 0 • • • • • • • •••• • ••• •• • • • • • • • •• • • •••• • •••• • • • • •• • • •• DETAIL F ATTACHMENT TO WOOD 1/4 IAPCONS 1 I/4 MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING REFER TO SHEET 1 OF 7. FOR NUMBER OF A14CHORS REFER TO SKEET 2 OF 7.) DETAIL D ATTACHMENT TO PRE -CAST SILL •11116 4 •NCHORS • I/iris/Pt P /2' MIN. PENETRATION INTO 0000. (F0$ M4iL JACOR SPACING REFER TO FOR NUMBER � 7 OF ANCHORS REFER TO SHEET 2 OF 7.) ATTACHMENT TO METAL STRUCTURE (SIEEI. OR ALUM. 1/8' MIN. TRIMNESS) TIPICAL SILL SECTIONS NON- IMPACT RESISTANT WINDOW •:• • • : e r • 3/4' MAX. !mN -SH 8Mx 6ROUf OR 1' BY WOG WOK 1 2 1/r MIN. 2 1 /2" MIN. I TunCJd. ANCHORS 1/4 TAP 1 1/4 MN. EMIT INTO MIRY THROUGH 1' BY 0000 BUCK OR NON SHRINK NON METAUJC GROUT (FOR MAX. ANCHOR SPACING REFER TO SHEET 1 OF 7. FOR NUMBER OF ANCHORS REFER TO DETAIL E SHEET 2 7.) ATTACHMENT TO MASONRY TIPICAL ANCHORS 1/4' SMS THROWN METAL (FOR AWL ANCHOR SPICING REFER 10 SHEET 1 OF 7. FOR NUMBER OF ANCHORS REFER TO DETAIL O SHEET 2 OF 7.) App ovedas eomplyise with the FTci•Jn I3taTding Codo Dalt t I ` .07 !<1 4 Die CQMoI 1Z - A8 -o1 FRANCISCO HERNANDEZ FLORIDA PE 51393 Da 0 RF mtc 12- 17-17 scar 1/E%41 ReMelw Rmfitmn HS07 -06 SHEET 6 OF 7 • • • • • • • • • • • • • •••• • • •• • •• • •••• •••• • • • • • DETAIL H ATTACHMENT 1U MASONRY •• • • •• • ••• • • • • •• • �� • 11 • • • • 1 • TIPICAL ANCHORS ' PPICAL ANCHORS 1/4' SMS THROUGH METAL (FOR MAX. ANCHOR SPACING REFER TO SHEET 1 OF 7. • • • i f0R NUMBER OF ANCHORS REFER TO SHEET 2 OF 7.) • • • @DETAIL VALES FOR •LMARS. HEAD ANS SILL • • • • • • • • • • • •• COUNTY APIOVED •• • • ATTACHMENT TO MULLIONS DETAIL 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MN(. ANCHOR SPACING REFER TO SHEET 1 OF 7. FOR NUMBER OF ANCHORS REFER TO SHEET 2 OF 7.) 1 1/2" MIN. DETAIL I ATTACHM NT TO WOOD TOPICAL ANCHORS 1/4" SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING REFER TO SHEET 1 OF 7. FOR NUMBER OF ANCHORS REFER 10 SHEET 2 OF 7.) TIPICAL JAMB SECTIONS °LAZINQ DETAIL 1/8'. 3/16. 1/4' ANNEALED OR 1/4' TEMP. GLAZING TAPE 3 /8'GLASS BRE 1T(PICAL) NON - IMPACT RESISTANT WINDOW DETAILJ Tom. ANCHORS ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8' 1101. TH6GQNESS) 1/4' SMS THROUGH METAL (FOR MAX. ANCHOR SPACING REFER TO SHEEP 1 OF 7. FOR NUMBER OF ANCHORS REFER TO SHEET 2 OF 7.) A credos complying wiS A �w LO NO 0 Mimi 87 12 Fps - o 7 FRANCISCO HERNANDEZ FLORIDA PE $ 51393 RF Dsda 12 -17-07 Sorbs 1/2'..V Rer O= Redeem maw 7 -07 SHEET 7 OF 7 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1145 W. 33 Place Hialeah, FL 33012 SCOPE: 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 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: Sexis 4321- Armnin ire4 Windtrw APPROVAL DOCUMENT: Drawing No. PW- 08 -02, titled "Series 4320 Aluminum Fixed Window ", sheets 1 through 4 of 4, dated 8/25/08, prepared by the Francisco Hernandez P.E. Structural Engineering, signed and sealed by Francisco Hernandez, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING:LNone 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 thets8?"1:y m'aiiufa rc tux8f or its distributors and shall be available for inspection at the job site at the request of bile Build f)f �iepl� ••• This NOA revises and renews NOA # 03- 0529.02 and consists of thisVage i■evi'derlcep2tge(s), as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris, D.'!. • • • • „>0 1--. • • • •• • • • • /0.29. OS :: :. • ; ; • F 08- O9U8.11 • • Expiration Date: September 16, 2013 Approval Date: •• • • • • • • • • Page 1 • • • • • • • • ••• • • • • • • • • • • •• • • • •• •• ..• • • • • • • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PW- 08 -02, titled "Series 4320 Aluminum Fixed Window ", sheets 1 through 4 of 4, dated 8/25/08, prepared by the Francisco Hernandez P.E., Structural Engineering, signed and sealed by Francisco Hernandez, 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) Uniform Structural Load Test, per ASTM E330, TAS 202 -94 along with installation diagrams of : a) "Series 4230 Aluminum Fixed Window" with 3/16" tempered glass b) 'Series 4250 Aluminum Fixed Window ". with 3/16" annealed glass c) "Series 4250 Aluminum Fixed Window" with 1/4 " annealed glass, • prepared by Fenestration Testing Laboratory, Inc., Report No. FTL -5614, dated July 12, 2008, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. • Structural comparative analysis calculations dated August 20, 2008 and October 15, 2008, prepared, signed and sealed by Francisco Hernandez, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office. Sunshine Windows Manufacturing, Inc. F. STATEMENTS 1. None NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None G. OTHER 1. Notice of Acceptance No. 03- 0509.02 Sunshine Windows Manufacturing, Inc., for their "Series 4230 Aluminum Fixed Wiudauf, approved a n 10/25/03 and expiring on 10/16/08. • • • • • • • • • • . • E -1 :i: . . . . . • . . ▪ . . . . . • • • ••• • • Fitz A. Harris, P.E. • • • • • • Pr3dt1ct,epntrol Examiner • • : • : NIA No 08- 0908182 • .. • �; Dade: September 16, 2013 Approval Date: DESIGN PRESSURE CHART - PSF . WINDOW SIZE L X S 'News NUMBEROP ANCHORS 3/16"TEMPERED GLASS 1/4" ANNEALED POS. NEC, POS. NEG. 120 X 40 13 5 66.00 66.00 - - 120 X 37 13 4 70.30 70.30 - - 120 X 26 13 3 94.90 94.90 - - 108 X 46 11 5 57.10 57.10 - - 108 X 40 11 5 63.50 63.50 - - 108 X 37 11 4 67.40 67.40 - - 108 X 26 11* 3 90.40 90.40 - - 96 X 50 10 6 57.20 57.20 - - 96 X 46 10 5 60.50 60.50 - - 96' X 40 10 5 66.80 '66.80 - - 96 X 37 10 4 70.80 70.80 - - 96 X 26 10 3 94.10 94.10 75.30 75.30 91 X 54 10 6 58.80 58.80 - - 91 X 50 10 6 61.50 61.50 - - 91 X 46 10 5 64.90 64.90 - - 91 X 40 10 5 71.50 71.50 - - 91 X 37 10 4 75.70 75.70 - - 91 X 26 10 3 100.00 100.10 76.00 76.00 91 X 19 10 3 100.00 131.10 90.00 100.48 84 X 58 9 6 57.30 57.30 - - 84 X 54 9 6 59.40 59.40 - - 84 X 50 9 6 61.90 61.90 - - 84 X 46 9 5 65.10 65.10 - - 84 X 40 9 5 71.40 71.40 - - 84 X 37 9 4 75.40 75.40 41.50 41.50 84 X 26 9 3 99.00 99.00 77.80 77.80 84 X 19 9 3 100.00 129.10 90.00 101.46 78 X 83 8 7 55.40 55.40 - - 78 X 58 8 8 57.20 57.20 - - 78 X 54 8 6 59.00 59.00 - - 78 X 50 8 6 C1.30 61.30 40.30 40.30 78 X 46 8 5 64.20 64.20 40.90 40.90 78 X 40 8 5 70.00 70.00 42.20 42.20 78 X 37 8 4 73.80 73.80 44.80 ' 44.80 78 X 26 8 3 96.10 96.10 78.91 78.91 78 X 19 8 3 100.00 124.80 90.00 102.47 DESIGN PRESSURE CHART - PSF WINDOW SIZE L R S • INCHES NUMBER OF ANCHORS 3/16 - TEMPERED GLASS 1/4" ANNEALED POS. NEG. POS. NEG. 74 X 66 8 7 60.00 60.00 - - 74 8 7 .1 .70_ - 74 X 58 8 6 62.20 62.20 - • - 74 X 54 8 6 64.00 64.00 41.70 41.70 74 X 50 8 6 B6.30 66.30 43.20 43.20 74 X 46 8 5 69.20 69.20 44.00 44.00 74 X 40 8 5 75.20 75.20 • 46.00, 74 X 37 8 4 79.10 79.10 47.90 47.90 74 X 26 8 3 100.00 102.40 79.77 79.77 74 X 19 8 3 100.00 132.50 90.00 103.24 63 X 58 7 6 72.10 72.10 63 X 54 7 6 73.10 73.10 42.59 42.59 63 X 50 7 6 74.80 74.80 46.00 46.00 63 X 46 7 5 77.20 77.20 50.00 50.00 63 X 40 7 5 82.60 82.60 55.90 55.90 63 X 37 7 _ 4 _ 86.30 86:30 '57.80 57.80 63 X 26 7 3 100.00 109.30 82.86 82.86 63 X 19 7 3 100.00 139.80 90.00 105.97 53 X 50 6 6 83.60 83.60 46.00 46.00 53 X 46 6 . 5 88.30 88.30 50.00 50.00 53 X 40 6 5 92.30 92.30 57.50 57.50 53 X 37 6 4 95.40 95.40 62.16 62.16 53 X 26 6 3 100.00 117.10 87.13 87.13 53 X 19 6 3 100.00 147.40 90.00 109.64 46 X 40 5 . 5 97.60 97.60 57.50 57.50 46 X 37 5 4 99.80 99.80 62.16 62.16 46 X 26 5 3 100.00 118.30 88.46 88.46 46 X 19 5 3 100.00 146.40 90.00 113.41 38 X 37 4 4 100.00 112.60 62.16 62.16 38 X 26 4 3 100.00 124.90 88.46 88.46 38 X 19 4 3 100.00 150.00 90.00 119.98 26 X 26 3 3 100.00 160.70 88.46 88.46 26 X 19 3 3 100.00 194.30 90.00 121.05 L 1 RECTANGULAR • TYPICAL ELEVATION TYP. 90 CORNER DETAIL GENERAL NOTES: 1. REFERENCES TEST REPORTS FTL -5614 2. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. •• • - - • • •• B • • ••• • ANCHORS: r 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4* ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SUS. •••• • • • ••• •••• • • • • • • • •• •• •• • • • • ••• •• • • • • • • •• 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY - vV 4 gi FLOW PE / 31393 • •• • •• • •• • • ••• • ••• • ••• •• • • i •1 • 4 • 1 • • I • i ode: 08 -25-08 Scat", 1/2=1' RoviNera DRAWING 8-02 SHEET 1 OF 4 • • • • • • • DESIGN PRESSURE CHART - PSF WINDOW SJZE INCHES NUMBER op ANCHORS PER i 6D 3/16' GLASS 1/4° ANNEALED POS. NEC: POS. NEG. 48 3 100.00 127.65 66.70 66.70 42 2 100.00 111.15 80.40 80.40 36 2 100.00 151.29 90.00 94:60 30 2 100.00 210.00 90.00 146.00 24 2 100.00 210.00 90.00 210.00 DESIGN PRESSURE CHART - PSF WINDOW SIZE INCHES NUMBER op ANCHORS PER SIDS 3/16• TEMPERED GLASS 1/4° ANNEALED POS. NEG. POS. NEG. 48 3 91.58 91.58 66.70 66.70 42 3 100.00 119.62 80.40 80.40 36 2 100.00 108.54 9040' 94.60 30 2 100.00 156.30 90,00 132.69 24 2 100.00 210.00 90.00 165.99 OCTAGON TYPICAL ELEVATION HEXAGON TYPICAL ELEVATION FOR MMER OF AM:HORS SEE DESIGN PRESSURE CHART CORNER DETAIL #1 ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. • • • • • •••• • • • •• •••• • • • • • •• • •: • • • • • • • • • •• • • •• • • • •• • • • • • • • 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WRH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY GENERAL NOTES: 1- REFERENCES TEST REPORTS FTL -5614 2. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BURRING CODE. \ft4) FRANCISCO HERNA EZ FLORIDA PE / 513•3 • ••• •• • . II • • ••. ••• () 4.. •• •• F�1 U' Q � � o �pH If � A Z zz ••• • •• 1 •• i •. . Drown ¢„ RF cete: 08 -25 -08 Sw4i 1/2' =1' RrrWon: Ratakn: memo No. PWOS -02 SHEET 2 OF 4 • • • • • • ATPACEIMENTTO MASONRY 2 1/2" MIN. 2 1/2" MIN. ATTACHMENT TO PRE-CAST SILL TYPICAL. ANCHORS - 1/4" TAPCONS 1 1/2" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO EUDOU ONS AND DESIGN PRESSURE CHARTS.) DETAIL VALIDS FOR JAMBS. HEAD AND SILL TYPICAL ANCHORS —1/4" TAPCONS 1 1/2" MN. EMBEDMENT • INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAL VAUDS FOR SILL ONLY TYPICAL SECTIONS ATTACHMENT TO WOOD 2" BY W000 BUCK TYPICAL. ANCHORS 1/4" SMS 1 1/2' ) 1N. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VALIDS FOR JAMBS. HEAD AND SILL MAMA -DADE COUNTY APROVED ATTACHMENT TO MULLION DETAII. 1/4" SUS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CARTS.) OETML VAUDS FOR JAMBS, HEAD AND SILL ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8' MIN. THICKNESS) • : �e 2 1/2" MIN. gg ATTACHMENT TO MASONRY • • • • • •• • •• • • TYPICAL ANCHORS • • • • 1/4" SIRS THROUGH METAL* (FOR MAX. ANCHOR O.RD NUMBER OF ANCHORS REFER T EVjTI0N5 AND. • DESIGN' PRESSURE C OEM VAUDS FOR • • •• • • • • • • • • • • • •• • 3/4' MAX. NON— S14RNK GROUT OR 1 81' ROOD BUCK TYPICAL ANCHORS 1/4" TAPCONS 1 1/2" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON•SNRINK METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CARTS.) DETAIL VALIDS FOR SILL ONLY 8- 2'V - AVANGIS00 H ER WNOEZ HTUDM PE / 31303 • 4 t AsD s•e ••• • •• • 4 • •: •• Manufacturing, Inc. W. 33:0 Plana Pb : (305)034-9052 • 0 • • • •• Damn Br. RF Dols: —25 RavNHan: RANsbn: MARINO NO. PW08 -02 SHEET 3 OF 4 • ••• ••• • • • • • • • • • • • • 8 • • 8 • • • • 8 8 ITEM # PART DESCRIPTION MATERIAL 1 SW - 101 HEAD,. SILL AND JAMB • 6063 -T6 • 2 SW -102 • GLAZING BEAD • • • • 60641-T6 3 ANCHORS SEE ELEVATION SHEETS• • • • • • • 4 # 8" X 1" PH S.M.S •••• ASSEIABLY SCREW B 3/16" MP. OR TE 1/4• ANNEALED GLASS ••• SEE GLAZING DETAIL •• 6 SW -3082 WEATHER STRIP BULB • • 1 YL -e- SECTION A - A GLAZING DETAIL SECTION B - B WEATHER STRIP BULB 3/16` TEMP. OR 1/4' ANNEALED GLASS GLADNG TAPE w, 3 /`MI NIMUM ATE GAZING BEAD MATERIAL LIST _L---I [-°394 0.-r-5 PART No. SW -102 GLAZING BEAD 6063 —T6 T 1312 PART No. SW - 101 FRAME 6063 -T6 •• • •• • •• ••• • • • • •• • ••• • • •• 8 -21 -o8 FRANCISCO NFAN•IN2 aLOMA PE 51313 Suishine Valois Manufacturing, Ito. • 1745 W. 33rd Plea e Ak1eM. Rodeo 33012 • ' PO (315)354-21# • 1 fm„(305)828 T1� • 1•• • ••• • ••• • 8..nDv RF 00.: 08 -25 -08 saw 1/2' =1' RevWan Revision: ORMAN; NO, PW08 -02 SHEET 4 OF 4 •4 • 4 •4 •4 • • BUILDING PERMIT APPLICATION FBC 2004 City Miami Shores Village Contractor's Company Name Architect/Engineer's Name Value of Work For Type of Work Describe W Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) 05- E 'e) ty� 1 (441S2# 3. ®C 7 S1 ? Owner's 2.— s Address �^ ` ` 2- P E 1 0 Cit /' 's 01 ( 2�- k Cfec State F ` ° Zip 3 3 I 6 Tenant/Lessee Name 1 � Phone # Job Address (where the work is being done) 1 2.. y L €. I t2 Zip 3 z l 3 8 County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO OwNcirr Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registrattor} • .? Certificate of Competency No lion ❑Alteration Phone # Square / Linear Footage Of Work: New * * * * * * *** * **** *** ** x******************* F **: r***** **** ********* * * * ****************** Submittal Fee $ Permit Fee $ '� CCF $ IECTZUWZI$ 2009 ILD BY: - -- ---- - - - - -- . Permit No. Y V� � I 1 ' Master Permit No. Phone # ❑ Repair/Replace ❑ Demolition Notary $ q Training/Education Fee $ Technology Fee $ a Scanning $ • Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side \\ii5Pcr- 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 Al'NIDAVIT: 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. As identification and who did take an oath. mr *�� . 04. ' 4t •�.� Sign: ,'y:1:',,r,. i s,,teac -.��� ? . Print: 4 ,., � 4 My Commission Expires: Q ��,,,,, e �C� My Commi Expires: *********************************4 .' : > ; *********** ********• **** *********** ******** *******•x:x** ***** NOTAR r ' UBLIC: Sign: Print: APPLICATION APPROVED BY: (Revised 07 /10/07) Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _ , by e or who has pro s uced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �J ` Plans Examiner Engineer Zoning PERMIT #: W�IJ �� I\ 73 DATE: ❑ Contractor .Owner ❑ Architect Picked up 2 sets of plans and (other) Address: Acknowledged b PERMIT CLERK I RECEIPT Goa t09-S IVI ia) I Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to to brought back to Miami Shores Village Building Department to continue permitting procss. RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 09- l ()D Job Name: , 2009 Building Critique Sheet M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 /ec4s1 04 •o rS n o ems"' y ( ��e-t nee,/ F044. p / T \ u J-1‘ ovi Noa-rn Plan review is not complete, when all items we wilLdo a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Project Address 1242 104 Street Miami Shores, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount 04.80 01.60 0340.00 $12.00 $50.00 (050.00) $8.96 $367.36 Building Department Copy Address Parcel Number 1122320300070 Block: Lot: JOSEPH APARICIO 1242 NE 104 ST MIAMI SHORES FL 33138 -2660 Contractor(s) HOME OWNER Phone Cell Phone Authorized Signature: Owner / Applicant / Contractor / Agent Phone Valuation: Total Sq Feet: Type of Work: WINDOWS, DOORS, SHUTTERS No of Openings: 24 Additional Info: IMPACT/NON- IMPACT Classification: Residential Invoice # WS -7 -09 -35311 WS-7 -09 -35311 Check #: 1208 Total Amt Paid Amt Due $ 367.36 $ 50.00 i $ 367.36 $ 367.36 $ 0.00 Expiration: 01/20/2010 Applicant JOSEPH APARICIO Cell $ 7,500.00 0 TXPROMMEZINSIESSEMMEMORIEMME 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. July 27, 2009 Date For Inspections please call: (305)762 -4949 Available Inspections: July 27, 2009 1 Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment n7 F 7 n f T 0 rvIarni Shores Vills.; APPROVED BY DATE zoNING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIC'JS AUG 2 0 2009 SLAS, Inc. HURRICANE SHUTTER MANUFACTURER 13690 SW 142 Ave #28 Miami, FL 33186 Ph: 305-225-1393 Fax: 305-225-1322 City: To Whom It May Concern: Under Pr This - I Tou- . . We are auth manufacturers of SLAS, Inc. Hurricane Shutters Accordions Hi-Tech. .4f• of - o; • • Edel Gonzalez President Shutter Product Approval Authorization Form zes I Number 07-0208.13 ve named product, in accordance with appropriate county codes. [product applications are to be strictly adhered to: Contractor Address: City: State: Zip: Name: .400.1..ocation • - Address: City: State: Zip: flirt-: ..i,i. i:-/-1OVED BY DATE ZONING DEPT BLDG DEPT aia-lo-P7 SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . 57. 38 tatiOta" • ottifitit,;•za • 14'464444 6 atipr; La , t kLc gfl slAs 9 to 1•I 0, BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DFVISION NOTICE OF ACCEPTANCE (NOA) SLAS, Inc. 13690 S.W. 142" Avenue #28 Miami, Florida 33186 - MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov, 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 Mianii 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: " HT - 100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -564, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V. J. Knezevich, 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 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. This NOA revises & renews NOA # 02- 0611.06 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No 07- 0208.13 Expiration Date: 06/17/2012 O 5") 21 /24o7 Approval Date: 05t29/2007 Page 1 .048" r.107" 3.840" MAX. 1.840" .875" P. 1t 2) t 3 i 2 Nommisownwe 91.5 6 f 250 9 9° 2.984" 2.795" 1.533" r.136" . 060" 60" J 45" 09/14/2006) tl a :o HEADER -CLG. O MOUNTED SCALE, HALF SIZE .S�IEFN.NOf65: THE APPROVAL FOR THE IS DA ESEN NCE OR A NOTICE OP SYSTEM ANALYZED CCEPTANCE DMA) BY MIAMI- 2004E COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING 2. APPRO�V DOCUMFNTS N iCI AE45E IN LLONABLE STRESS WAS USED WN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DE�SIH011 LOAD5 TO USE WHEN REFERENUNG WIND `VE FOR ACCORDANCE L N (43. LATIONS IN A C RDDANCE CODE AND H THE N FLORIDA BUILDING CODE 20044 8 DIRECTIONAL!, FACTOR OF HG -0.B5 SHALL BE USED. 6. PEE 517E SPECIFIC APPLICATION OF E O TH 5 SYS F LURE INFORMATION S OF 71125E APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 01015-.23 09798 FLORIDA ADMINISTRATIVE COOS. & HE N 7 11 E NT 0 VER10F ES ' 9331 TIIE I NG TU OVON E ITL AETAIL FORM OR MATERIAL PROH THE STRU AL SUBS TRATES V45° OHEAD ER -WALL MOUNTED SCALE, HALF SIZE 3 "052 4.478" ADAPTER SLAT SCALE, HALF SIZE 4,078" 4.534" TYP. SLATS 5CALE HALF SIZE 0.OAp9�i.ORiDA 5 2" 7. ANY MODIFICATION D OC OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID o THE APPROVAL UMENTS. 0 B. BUA.DOIQ OFFICIAL M�AIVON ECT ONETOPPTHE FOLLOwMOOPTIISD,000 THE N 8. EACH SHUTTER ASSEMBLY - SMALL BE PERMANENTLY LABELED AS FOLLOWS, T N A) pp _ SEALED BY THAT 3 BY ENGINEEER DOCUMENTS PREPARED, DETAIL AND JUSTIFY TH DEVIATION. SAID DOCUMENTS SHALL BE SUBM W ITTED TO THE i P 9031166 fi909RwALW AS A CONDITION TO THE BUILDING OFFICIAL q �Ep 2" MIN: 5" MAX.1 83 SECURED PROM 4HESIA ! 680E COIF PRODUCT CONTROL D VISIONR AND WHEN THE SITE CONDITION DEVIATIONS OCCUR AM A% HIGH VELOCT' HURRICANE 11 SCALE, H LP SIZE ZONE AREAS. ONLY OPTION B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL WI7HM to T OF CENTE {VERT,y. LOCICIINa 11s SHALL BE 1.0(69070 PROVIDE HURRICANE PROTEC7I It STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.D.N. m 12. PO RIVETS f tr 8/16 0 5 81 MMIINi MM ENSILEE 5 89907111 OP 8 U.0.N N 1 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE 10. 8 86340 4012 ANC HORS SU OWERS CAUL PI S ( LOCATIONS. USE 381, OF I 511 PATENT STEM S5 ZT0 TED WITH THE U.S. PATENT AND TRADEMARK D55" 326 840 O a LL BUILD -OUT WALL HEADER O SILL-WA MOUNTED 2 SCALE, HALF SIZE 3 SCALE: HALF SIZE 77 9 O CENTER MATE 1 SCALE, HALF SIZE 2.373" / .. I.O. t -.612' 0.0. I Yi .211 15 1 ° 0 1.35" 4500" (OPTIONAL) O S LOCKING CIJP 1 SCALE HALF SIZE (TYP. 2) 620" 1.100" 18 s siotar a WN O 12 ROLLER ASSEMBLY SCALE, HALF 512E 2.420" 2 t 0 '^ t2 f: t 2 o „ ELI - t 3 0 095 O 10 CENTER MATE 2 SCALE, HALF SIZE STAINLESS STEEL. ASSEMBLY .320"0 RULE RIVETED IN E PLACE 25r • WALKOVER SILL (Q)FLOOR MOUNTED 18 SCALE. HALF SIZE O4 O ADJ. SILL -TOP ADJ. SILL-BOT. SCALE, HALF SIZE SCALE: HALF 5178 9a O CENTER MATE 1 1wn000NGR0D1 SCALE, HALF SIZE 485 MAX. BOTTOW 1..... O2 BUSHINGS SCALE, PULL SIZE }^184" 115" LOCKING ARM ALIGNMENT O BUSHING (NYLON) 1 . SCALE, HALF SIZE ITYP.) .055 " - .500" O )NSERT 13 SCALE HALF SIZE t = .200" 641" ALTERNATIVE ADJ. SILL-BOT, SCALE HALF SIZE INSIDE HANDLE SHIM (NYLON) SCALE HALF SIZE I 1.533" 095 O CENTER MATE 2 19/10008. EOM 0 SCALE, HALF SIZE .055" 250" 3.283" 050" ITYP. .025 1.250" sO 90' END SLAT O90' SCALE, HALF SIZE 1.250^ 1250" j �98s =j X O FLAT END SLAT 7 SCALE, HALF SIZE 3.465" 67" 1,322" tAl' DUCKSTAI6EOS 5TEE1. O LOCKING ARM 1Q SCALE, HALF SIZE PROOBCT REVISED 03 3Om9h'305e1611 On Florida Balding Cotta ALTCp=r: Pz 0 - 0 Aii ._,, . Mex. Yr ' 1fr 0 r C:,a3rvd D(YBiaR L_ V.J. Kneze ch gateaY,wl m R LPsesa MS3 ace I""" 6N «) 05 564 j sheee1 of 71 ( SECTIONS) 1/2 SPAN - L- 1/2 SPAN ALT. LOCKING LOCAI�ION OF MECHANISt SIOE ) AT - 0. N lV E 0) SECTION 4/BOTTOM TRACK FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) NAN VIM VARIES - NO LIMIT TOP TRACK TYPICAL PLAN VIEW SCALE. 3" = r-o" 3/ 4•' MIN. SE E FASTENER SCHEDULE i 1 -1/2" MAX. 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "A$ POP RIVETS 31 6" O.C. OPTIONAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSION t � N 4 NO FIXED SILL REMOVABLE E JOINT BETWEEN BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW y --LOCKING MECHANISM CAN BE (8 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. =ECIWN 3 REMOVABLE FLOOR TRACK DETAIL SCALE, 3'. r-0 USED wax PBas 9a AND LOCKING PIN SCALE 1 -1/2 O (TYP.) 6 -1/2" FASTENER 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SSEF(BLY PTIONAL ACCESS HOLE XISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MIN. 1 (� 1 11. SINGLE ARM LOCKING .� MECHANISM AT CENTE OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON - 1/4 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCI( N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON ,I INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. MIN. SHUTTER SEPARATION Ca 24" GLASS. (SEE SCHEDULE (SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FASTENER (8 24" 0.C. FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM (SEE ANCHOR SCHEDULE 2" MI ANCHOR), INSIDE. E WHEN MOUNTED F AN ACCEPTABLE C pS RE 4 �. �(:�.�IQ�7VbLEUW{ EXISTING" �I O _ ��•^ GLASS Ada SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE. 3" = r - 0" 3 ! ' 1 4 / .. 2 17 1. 1 1A EE FASTENER SCHEDUL 1X. MIAN Y00N r x r x 1/8" 3/16'm POP JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE NOTREAACE LoaQ OPTIONAL CLOSER HANDLE N.TS. OPTIONAL CLOSER HANDLE N.T.S. OPTIONAL REMOVABLE FLOOR TRACK DETAIL OPTIONAL PLAN VIEW SCALEi 3" = r -0" sEOION 5 SSEMBLY PTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING KAMM BUSHING 7/16" 0.0. �0.63" LONG NYLON T� BUSHING �7 310 x 2" 5M5. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS STEEL W/ XYLAN FLUOROCARBON ARBON COATING 3..460 x .050" THICK 300 (TYP TOP & BOTTOM)EEL WASHER 3/8" 0.0. x 0.90" ONG NYLON EOM BUSHING 22 4410 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON SERIES 2, STAINLESS S TEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE. HALF SIZE pg0 REV ISM p toDucr xftk1 2. R BaM)e C ady A«`742?ei ^� 2 8. /3' 0 on, Sv � ii otD3dt 1 °". Camel Dhidan 5.. U so -I ig tA5 AS NOTED 09/14/20051 nTh.I 0 am.m9 m 05 -564 1 s heet 2 of 7j W " 1/4 " MAX: -, � z.<. l • GGI.SSEE TABLE 2 0 • OR DOO GLgg II-- - 1„;• OR 012 T SCREW OR OO I =� @ 6' O.C. (TYP.) m• < win C ii 3C � ASSEMBLY— 'Q 1'X 1'X1 /B" 2 U ALUM. ANGLE 'A W/ 3/16 °0 POP 3/16 0 11.. 1/4" MAX: -. RIVETS @ 6" O.C. @ 6" 0 F SEE TABLE 2 W 0 OR W000 SEE ANCHOR SCHEDULE, TYP. Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY yi3 TYP. EVERY OTHER tt''WW C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. ®WALL MOUNT SECTION EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING ()CONT. 11 CONT. 1/2" C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. 1/2' SPACING 1/2" 71 CONT 1/2 5/8" 2" TWO 1/4 -20 MACHINE BOLTS W/ NUT OR 814 TEK SCREW @ 12" 0.C. (TYP., TOP & BOTTOM) GGLq SEE TABLE 2 OR DOOR 0 9 -3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BO TH ANGLES ( TYP ). OR FROM C1 CONNECTION TYPE REFERENCE ANCHOR SPACING BUT D MAX. T EXCEED 6" SPA CONT 1/4" MAX EMBED. 5/8" MAX. la CONT. CONT. 2 NOTE: MAY BE USED AT TOP. \Z./SCALE. MOUNT SECTION E SCALE. 3" v r -0" ROLLER ASSEMBLY MAX EXISTING CONCRETE. MASONRY EXISTING CONCRETE, MASONR OR W000 STRUCTURE. SEE OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. ANCHOR SCHEDULE, TYP. E0. E0. FOrE DIST CEILING/INSIDE MOUNT SECTION B SCALE. 3" ° 1' -0' 1/4 -20 MACHINE BOLT W/ NUT (8 12" O.C. (TYP., TOP & BOTTOM) ( w TYP. EVERY OTHER PING _ _ 1 w0 C w a FW 0Ta gLpS 5 . t OR DOOR w 5/8" MAX. C4 CON EEC ANC PE SCHEDULE FOR MAX. SPACING W 1-- X z E r 1/4" MAX. EDGE Z - X DIST: aW WNQ z JJ fri Si'bSOOR POP RIVET t C (TYP.) 1/4" MAX W PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CS CONNECTION TYPE REFERENCE ANCHOR SPACINGS FOR MAX. OR WOOD STRUCTURE MASONRY ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER Cl CONNECTION TYPE @ 24" MAX. O.C. REFERENCE ANCHOR EXISTING W000 OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL 2®TYP. TOP & BOTTOM SEE TABLE 2 'A 8 111 1/4" MAX. - ® BUILD -OUT MOUNT SEC)IO{V F SCALE. 3' = r -0' 1/4" MAX.- 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR r AX. SPACING 5/8" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ig CONT. - FOR LARGER SPANS E TWO 2° x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. 0 BUIL O D OUT MOUNT SECTION s[ALE,3 " t -o 1 3 1 814 SMS (01 24" O.C. MAX. IN z BETWEEN TRUSSES <0 a. taw N /0 W IS 5 ' a� a X <WH E Vl -1/ -1/2' SEE TABLE 2 EMBED. EXISTING _CONCRETE. MASONRY ANC SCHEDULE TYP. CONT. - FOR LARGER SPANS TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) Q CO scoop TYPE REFERENCE ANCHOR REFERENCE D ANCHOR SPACINGBUT 0 NOT SCHEDULE FOR MAX. EXCEED 8-1/2" SPACIN SPACING 1/4 -220 MACHINE BOLT W/ BO@YT7OM)� (TYP., TOP co 1/4" W a MAX. 7, 26 G OR DOOR MAX. TOP & BOTTOM WOOD SOFFIT/ ® FLOOR MOUNT SECTION G SCALE. 3' " r-0 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 - 0 W000 LAG SCREWS WITH 2 -3/4" at- MINIMUM THREADED o - PENETR. "T" IN (4008 EACH RAFTER OF TRUSS, wt. 24" O.C. MAX. WHERE E. PLATE EXTENDS 0 • BEYOND LAST TRUSS, EXTEND PLATE TO NEXT 1/2" MAX—J TRUSS C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2"x .050" ALUM. TUBE TYP. TOP & BOTTOM PRODUCT REVISED wit11 (13331odd8 lucomPlY�2 Raiding Cade ?@ ® BUILD-OUT MOUNT SECTION D SCALE. 3' c 1' -0' A car Pta =Me Cn REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5 /8" MAX. 0 70 O O 0 f' AS NOTED VJ. Knezevich Pmrmbnei 0u}Par FL lFina No.: OM 20-1 09/14/2005 05-564 sheet 3 of 7 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" S'-O" 5.- S" Tw = .125' Tr = .125" 8'_0- 8' -1" 10' -O" 7' -6' 2' x B" 5• -O" 14' -O" Two .072" 8' -0" 11' -6" Tf = .224" 10' -0" 10' -4" 2" x 9" 5' -0" 15' -S" Tw = .072" 8' -0" 12' -5' Tf = .224" 10' -0" 11' -2" 5 _4 EXISTING STRUCTURE TWO 3/8'2 POWERS CALK -IN p 3 -3/4' 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 CONC. EDGE 4-1/2" I. OR FOUR 1/4"2 ELCO CRETE -FLE 13 3" 0.C. W/ 1 -3/4' MBEDMENT & 2 -1/2" OGE DIST. IN EACH ANGLE Sh S 00R TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE MBEDMENT 2-1/2" DGE DIST. IN EACH ANGLE 5/8' MAX. y x3'x1/4' 6063 -T6 ALU ANGLE 1 -1i4- rDETAILS v1 &@ THREE -1/4'0 THRU BOLTS 1" MI (MAX DESIGN LOAD*72 PST) O TOP SUPPORT BEAM DETAIL H SCALE. 3' . 1'-0" NOTE: 1. USE BEAFLSCHE ULE FOR DETAILS j1 A NUJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM 4,OF SUPPORT TO 4 OF SUPPORT. Tw ACCES HOLE EZ 604334 dLUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD* 72 PSF) .. O BOTTOM SUPPORT BEAM DETAIL SCALE 3" = r -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 0 1/4 20 55. MACHINE SCREW B OR 12^ CESS USE THRU SHOWN IN DETAIL J -1/4" MAX 3/16 "0 POP RIVET OR *12 TEK SCREW Q 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 5.5. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1'0 BEAM 03 USE IN HRBOLT AS SHOWN IN DETAIL SCALE . 3'a 0- 0 O h tsoso R STUC O 5/8" MAX. DRILL 7/16 "0 HOLE DRILL S/16 '0 HOLE 1.13' ANGLE DETAIL USING CALK -IN ANCHOR 3.00" _ 3.00' 3.75" 3.00' SEE TABLE 2 0/2" 00' © ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE . 3'. 0 - 0" O WALL MOUNT SECTION - USING r x 6° P.T. WOOD PLATE K SCALE 3- . r -O' O R DFAR PLYWOOD AND STUCCO FINISH 5/8" MAX. -t-- 5500 TABLE 2 8h D00R 0R1R12 POP @ 6" O.C. ITYP.) SSEM0BLY SEE TABLE 2 FOR 51000 PLATE USE 1/4 "0 PENETRAT SCREW N INTO / W0012 PLATE 68 12" O.C. TWO 1/4 "0 S.S. LAG SCREW o 24" O.C. MAX. W/ 1 -3/4" PENETRATION N CENTER OF STUDS WOOD PLATE (MAX DESIGN LOAD* 72 PSF) 1� 12" 0 C. PROVIDE 12" SCREW HOLE [8 BACK SIDE FOR F TWO 1/4 "2 5.5. LAG SCREW 24" 0.C. MAX. W/ 1 -3/4" PER. IN CENTER OF STUDS 1" x 3' x 1/8" OR t' x 4 " x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD .72 PSF) WALL MOUNT SECTION - USING ALUM. TUBE ( SCALE, 3' v 1'-0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. ref.. EO. O yr? , f� o @ 6 6 0 C (P..) /1 ip• y2 t �r 8 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. 1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE �DG OIS REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OCEILING/INSIDE MOUNT SECTION L SCALE, 3" "i' -0" 1-- 1- N X E m 0. m (/4" MAX 5/8" MAX. CA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w I- I- D N X E 1/4" MAX. 1 1 W Co i of C3 0 U 0 0 0 AS NOTE Vj. Knezevich Engineer Ft [keno Oust 09114/2005 I 03 05 -564 (sheet 4 of 7 i 2.50• 3.50" 9. 00" 2.00' 11.00' 5 _4 EXISTING STRUCTURE TWO 3/8'2 POWERS CALK -IN p 3 -3/4' 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 CONC. EDGE 4-1/2" I. OR FOUR 1/4"2 ELCO CRETE -FLE 13 3" 0.C. W/ 1 -3/4' MBEDMENT & 2 -1/2" OGE DIST. IN EACH ANGLE Sh S 00R TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE MBEDMENT 2-1/2" DGE DIST. IN EACH ANGLE 5/8' MAX. y x3'x1/4' 6063 -T6 ALU ANGLE 1 -1i4- rDETAILS v1 &@ THREE -1/4'0 THRU BOLTS 1" MI (MAX DESIGN LOAD*72 PST) O TOP SUPPORT BEAM DETAIL H SCALE. 3' . 1'-0" NOTE: 1. USE BEAFLSCHE ULE FOR DETAILS j1 A NUJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM 4,OF SUPPORT TO 4 OF SUPPORT. Tw ACCES HOLE EZ 604334 dLUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD* 72 PSF) .. O BOTTOM SUPPORT BEAM DETAIL SCALE 3" = r -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 0 1/4 20 55. MACHINE SCREW B OR 12^ CESS USE THRU SHOWN IN DETAIL J -1/4" MAX 3/16 "0 POP RIVET OR *12 TEK SCREW Q 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 5.5. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1'0 BEAM 03 USE IN HRBOLT AS SHOWN IN DETAIL SCALE . 3'a 0- 0 O h tsoso R STUC O 5/8" MAX. DRILL 7/16 "0 HOLE DRILL S/16 '0 HOLE 1.13' ANGLE DETAIL USING CALK -IN ANCHOR 3.00" _ 3.00' 3.75" 3.00' SEE TABLE 2 0/2" 00' © ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE . 3'. 0 - 0" O WALL MOUNT SECTION - USING r x 6° P.T. WOOD PLATE K SCALE 3- . r -O' O R DFAR PLYWOOD AND STUCCO FINISH 5/8" MAX. -t-- 5500 TABLE 2 8h D00R 0R1R12 POP @ 6" O.C. ITYP.) SSEM0BLY SEE TABLE 2 FOR 51000 PLATE USE 1/4 "0 PENETRAT SCREW N INTO / W0012 PLATE 68 12" O.C. TWO 1/4 "0 S.S. LAG SCREW o 24" O.C. MAX. W/ 1 -3/4" PENETRATION N CENTER OF STUDS WOOD PLATE (MAX DESIGN LOAD* 72 PSF) 1� 12" 0 C. PROVIDE 12" SCREW HOLE [8 BACK SIDE FOR F TWO 1/4 "2 5.5. LAG SCREW 24" 0.C. MAX. W/ 1 -3/4" PER. IN CENTER OF STUDS 1" x 3' x 1/8" OR t' x 4 " x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD .72 PSF) WALL MOUNT SECTION - USING ALUM. TUBE ( SCALE, 3' v 1'-0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. ref.. EO. O yr? , f� o @ 6 6 0 C (P..) /1 ip• y2 t �r 8 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. 1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE �DG OIS REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OCEILING/INSIDE MOUNT SECTION L SCALE, 3" "i' -0" 1-- 1- N X E m 0. m (/4" MAX 5/8" MAX. CA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w I- I- D N X E 1/4" MAX. 1 1 W Co i of C3 0 U 0 0 0 AS NOTE Vj. Knezevich Engineer Ft [keno Oust 09114/2005 I 03 05 -564 (sheet 4 of 7 i A MAXIMUM ALLOWABLE SPAN SCHEDULE L E NEG. I DESIGN LOAD (PSF) TYPEA ALL MOUNTING CONDITIONSSINGLE EXCEPT �© (FT - IN) TYPES DETAIL I OR C©o W/ L ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPEC DETAIL ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPED DETAIL 0E 9 -3/16^ MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 4.0.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12 -1 9 -4 9 -7 9-7 56.0 11 -11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8-5 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 - 9 8-3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7-8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6 -10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6 -7 5 -2 5 -2 5 -5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5-7 4 -5 4 -5 4-7 140.0 5 -2 4- 1 4- 1 4 -3 150.0 4- 10 3- 10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 - 3 -4 3 -6 A MINIMUM SHUTTER SEPARATION FROM GLASS {IN) B L MINIMUM MINIMUM E SEPARATION SEPARATION 2 POSITIVE ACTUAL FROM GLASS FOR FROM GLASS FOR DESIGN SPAN INSTALLATIONS INSTALLATIONS LOAD (W) (FT IN) LE THAN R GREA7113101.44N (PSF) - EQUAL TO 3 ABOVE GRADE 30' GRADE (INCHES) (INCHES) 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 50.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 60.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1 /8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 - 1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 (Z)ALT. CLOSURE DETAIL N SCALE 3" 1 "x2 ° x1/8" ALUM. ANGLE 3 1110 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2'x2 "x1 /8' ALUM. TUBE 6063 -T6 ALLOY FASTENER �u 24' 0.C. ANCHOR SCiEDULE) ® ALT CLOSURE DETAIL, M SCA 3" - ' -0" r MIN FASTENER 24" 0.1. (USE ANY ANCHOR IN ANCHOR SCHEDULE) *10 x 1/2" GALVANIZED SMS j OR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. 1 x 1" x .055' 1 1" x 2" x.055"; 2" R 2" x S O x .12 AL. ANGL NOTE: E ITHER CON IITIION MAY BE TYPICAL -. O CORNER CLOSURE DETAIL SCALE 3" ° r -0" 2' x 2" x .125" ALUM. ANGLE CONT. 4110 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24- O.C. (TYP.) TWO 1/4 "8 FASTENERS 2. EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 20 TRUSS HEAD BOLTS • NUTS W/ LOCK WASHERS @ *10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1 "x rx .055 "•1 " "x.055"• 2" x 3' x .055` 2' x 4" x .055" OR 2" x 5" x .125" AL. ANGLE A 24 EXISTING STRUCTURE HALF 0 USE MAL OR FEMALE AS REQUIRED Tn CLOSURE DETAIL NOTESe 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. Qa a. t0' 0' 4-- FROSHUTTER S GLASS SCHEDULE SHEET 5) 0.062' THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY /8" BELOW 1-1/4" O ALTERNATE FLOOR MOUNT DETAIL R SCALE 3" - 1*-0" 1/4" MAX. XISTING STRUCTURE MIN. 3,000 PSI CONCRETE ONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED •a sample*) with Os nage BirWieg Cads 649188,80 -020 ExpI •.AIWA 0 01 0 44 N 0 N N 4k O 0 09114/2005) IASNDT 0JI� MIS 05- sheet 5 of 7 1 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING {INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 1... d ANCHOR TYPE LOAD {WI P.S.P. MA X. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO S' -8" (SEE NOTE 1) SPANS UP TO 8• -O' {SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13•_r (SEE NOTE 1) SPANS UP TO 5' -8" (SEE HOTS 1) SPANS UP TO B' -0" (5EE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1 SPANS UP TO 13' -1" (SEE HOTS 1) CONNECTION 61 PEE 42 NOTE 43 TYPE 44 3) CS CONNECTION (SEE 41142 NOTE C3 TYPE 3) 64165 CONNECTION 41 PEE NOTE 62,63 TYPE 44 3) 45 CONNECTION (SEE NOTE 3) 61162143 44 TYP 45 40NNECTION TYPE (SEE NOTE 3) 41,42143 44145 CONNECTION 41 {SEE 42 TYPE NOTE C3 44 3) 45 CONNECTION 61 (SEE 42 NOTE 43 TYPE 3 64365 CONNECTION 61 M600783) C2 C3 44 TYP. 45 v 5, 1111 !il31111911111i11111111111a- 1/4 ^01TW TAPCON W/ 1 - 1/6 °MIN. EMBEDMENT 380&311500PS1 COO MIE 45 0 12 12 12 12 7 12 3 12 12 8 5 12 12 12 7 4. 13 5 ! 5 5 3 12 12 12 12 9 12, 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12.12 9 6 12 12 .112 6 4 11 , 9 8 3 / 4' 12 12 12 11.7 12 12 12 8 5 12 10 12 7 4 9 13 3 5 3 73.0 12 12 72 7 4 70 5 1 5 5 3 9 4 A 8I 3 4 72 12 12 9 5 17 fi 6 6 4 10 4 4 5 3 9 3 3 5 1 3 105.0 10 5 5 5 3 8 3 4 8 3 ed 8 3 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 n' o ©s 4 , 8 ©' g ic 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 D 3 3 1 5 3 1/4 ^ 0 POWERS CALK - IN W/ 7/6' EMBEDMENT s v4 -20 STAIN LESS STEEL MACHINE SCREW Om 3.1760Psi. Cottcano 45 0 12 12 00 9 1 ' . 57.0 73.0 12 12 12 12 1 0 7 ®® 12 9 12 9 El© 5 4 12 12 12 6 12 6 6 5 4 3 12 , 0 1. 1. 3 12 12 .12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 12 5 4 4 3 l! f LL mE1fl 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 12 5 4 © ® © 4 4 3 12 5 4 4 3 12 11 17 i 4 6 6 7 5 12 6 6 7 5 12 7 5 170 0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 12 6 6 7 5 12 6 6 1 7 5 I' �pp ) 45,0 57 12 12 12 12 1Z 12 10 8 6 5 12 10 12 10 12 10 7 5 4 3 12 9 12 12 6 5 4 3 8 4 nra 4 4 / G 12 12 12 12 12 12 12 10 7 6 12 12 12 ®® 12 9 12 10 12 B 12 9 8 no � �TZ 4 9 7 7 5 '�/.fi' 111111! rV4ii 8 �5 P /E%� 8 5 4' 8 3 5 G ` I 1/4^O POWERS ZAMAC L 1 IO W/ /8 MR. 1" ON1 can a 1ETE7 73.0 11 11 11.8 4 4 4 Opp 3 4 � 6 'r' ®®il 4 9 ©©1313 E / 4 / � 8 E % / /.%Q 105.0 1313Q13.''J 6 r /� ME �p V � /Q /r 3 y �I 6 9 5 4 5 3 170.0 13'4'arid 6 NZ 3 ' ICilx r � 6 a� 7 %J/.Q' 12 12 12 12 7 12 %J/,'►� 12 ®® 8 7 12 ME 12 12 12 Z 7 7 12 * 05 # V4 ELCO MALE/ FEMALE - PANELMATE - W/ 1 MIN. EMBEDMENT s I/4 MACHINE SCREW WITH NUT OfON. 3,300p.S1aSX8613 45.0 12 12 12 12 11 12 ® ® ®13� 12 11 6 12 8 7 1 7 ! 4 12 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11' 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 6 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 6 12 4 4 7 4 105.0 72 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 12 4 4 7 4 12 4 4 (+ II17111I , II , I ,,,,,,,,,,,,_ 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 12 12 12 8 12 10 i0 3�nal ,IAIII ,TINT 57.0 12 12 12 12 8 12 12 12 9 6 12 12 72 8 5 12 4 41 6 3 12 12 12 12 11 12 12 12 7 12 12 12 10 7 12 6 5 8 7 4 4. 1/4' 0.[0 TEXTRON 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 1 6 3 12 12 12 12 8 12 ® 10 9 6 12 7 7 8 5 12 6 5 H -pIH 0 469400 H 54/ 1 - 3/4' EMBED 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 70 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 5836 3,3207‘31CON4900e7 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 ' 10 10 9 6 57 0 12 12 12 ®13 12 12 12 12 12 12 8 5 12 4. 4 6 3 12 12 12 12 11 12 12 7 12 12 12 10 7 12 6 5 7 4 I/ 4'0 0.00 CRETE FLEX W// 1 3 /4EN 73 .0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4. 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 Om'1, 3,3909-9J.40906E10 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 6 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPA0N0 WOOS) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. WEDGE DISTANCE (WI SPANS UP TO SPANS Up TO SPANS UP TO SPANS UP TO P 5 6. S' -8" 8' -O" 4' -0" 13' -1" ANCHOR TYPE MAX. (SEE NOTE 1) (581 NOTE 1 ' ME NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE {SEE NOTE 3) NEE NOTE (SEEN07E3) (SEE NOTE 3) SEE PAGE 7 FOR ANCHOR NOTES J PRODUCT REVISED afixosspiying Nth the F1ad@B A00106 No o -o e..0 Sim nate B9 Ceuta f 09114/2005 05-564 sheet 6 of 7 3 1) C1 42 C3 44 C5 41 C2 C3 46 CS C1 42 43 C4 C5 C1 C2 C3 44 CS :11MR111111i11!IIIIihi11111t1i1, 1/4^0 54000 LAO W/ E A I RA EO N RR PERP 70 WOOD GRAN 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4. 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 6 3 rj ! / 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ 12 5 4 3 105.0 12 9 8 3 3 12 5 4 3 12 5 4 3 12 5 4 3/ 170.0 12 6 4 3 •/ 12 5 4 3 12 5 4 3/ 12 5 4 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPA0N0 WOOS) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. WEDGE DISTANCE (WI SPANS UP TO SPANS Up TO SPANS UP TO SPANS UP TO P 5 6. S' -8" 8' -O" 4' -0" 13' -1" ANCHOR TYPE MAX. (SEE NOTE 1) (581 NOTE 1 ' ME NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE {SEE NOTE 3) NEE NOTE (SEEN07E3) (SEE NOTE 3) SEE PAGE 7 FOR ANCHOR NOTES J PRODUCT REVISED afixosspiying Nth the F1ad@B A00106 No o -o e..0 Sim nate B9 Ceuta f 09114/2005 05-564 sheet 6 of 7 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPEWS si 8 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3= EDGE DISTANCE SPANS UP TO 5•_8 (50! NOTE 1) SPANS UP TO 8•_0• (SEE NOTE 1) SPANS UP TO 9•_0•• (SEE NOTE 1) SPANS UP TO 73•_7 (5EE NOTE 1) SPANS UP TO 5•_8•• (SEE NOTE 1) SPANS UP TO 8•_0•• (SEE NOTE 1) SPANS UP TO SPANS UP TO 9•_0•• 13•_1 (SEE NOTE 1) (SEE NO1E t) CONNECTION 0 (SEE C2 NOTE C3 TYPE t4 3 CS CONNECTION (SEE C1 C2 NOTE C3 TYPE C4 3) CS CONNECTION (SEE Cl C2 TYPE NOTE 3) C31C61CS CONNECTION TYP= (SEE NOTE 3) 21 C2IC3! C5 CONNECTION (SEE C1 C2 TYPE NOTE 3) C3IC4 CONNECTION (SEE NOTE C1IC2IC3 TYPE 3) C4105 CONNECTION C1 (SEE NOTE C2IC3 1C4 TYPE CONNECTION TYPE 3) (5FE NOTE 3) C5 CIiC21C3IC6IC5 3 6 313 3 1 ' HOLLOW CONCRETE BLOCK ; i111111111111111111111111161111D> 1// ti.. TAPCON W/ i -1/4• MIN. EMBEDMENT 45.0 12 12 12 7 6 9 9 9 5 3 8 8 8 4 5 3 1 3 3 12 1 2 1 8 1 5 10310 10 6 ; 3 9 9' 9' 5 57.0 10 10 10 5 3 y 5 i 3 a ' � /� �/�� J 12 I .' a 1 r, •' '• " "-, 8 8 8 BE DI 6 4 e I Z n' g /� ,� � re i �E ' �I/I/ -111 4 73.0 7 7 7 4 5 3 3 3 � 6 �� i�/er, % -_ 3 3 ©G 8 5 5 5 12 "©og/J �'�� 72`12`7 105.0 5 P" /Zr / y/' fi ©C �.� jeli �fI��YA ' �;�� �'iiA'ea��d 12 12 12 170.0 4 //�',� %Ylii%II / ' ��l/19%Ii�/A/AG)% 4 %I �� /���w,'�// � � 1/4 POWERS CALK -W M/ 7/e^ EMBEDMENT STEEL MAcHIN S W 45.0 12 12 12 7 5 11 11 It 5 3 10 10 10 4,3 12 12 12 12 7 73.0 10 , 10 { 1 0 4 3 7 9 9 4 ��" 8 6 �P// 7 3 � 11 11 6 4 10 8 9 5 R C���III - I 5 4 5 3 N 7 "ARCM 7 t, �' 4'A r 7 C 9' . 4 105.0 7 3 ©©' .S Ag©g ` E 'uGG ' 'aiII � A /` IA/iiag ZQ� 4 170.0 5 zsgrom ormegy� r S I, �7 45.0 57.0 12 9 12 9 12 9 7 6 4 3 8 8 6! 6 8 6. 5 4 3 A- 5 4 0 i 9 I 7 6 1 3 5 8 5 6 4 11 1 U4'9 POWERS NAIL-IN W/ 1 -V8 MOL EMBEDMENT 73.0 7 7 7 4, 5 e/ 3 OGVa� . 4/ 41 '� 3 I�Zard§rJ(l �' , A � . 3 33 105.0 5 „�I � ©� "'y� z 4 � � 170.0 4 g %/%// 4. '��//. 4 u G'<G� �C ,' � 3 :ll � //Oral► %Iii rt 1/ 4 ELCO MALE/ FEMALE /4cox E E'T/ - Et 1/4-20 V1 MIN. MAC /NE SCREW WITH C NUT 45.0 12 12 12 9 5 12 12 12 6 4 71 11 11 5 5 4 1 4 3' 2 12 7 4 12 12 4 12 6 57.0 12 12 12 7 4 10 10 10 5 9 7 8 4 . p 6 1 10 5 3 9 7 8 5 73.0 11 11 11 5 3 8 4 4 3 7 3 3 3 6 4 4 7 3 3 4 105.0 8 4 4 33 y i ,, 6 ' � I�� -_ � 3 6 ara��I �% /� song 6 �� 3 170.0 6 rogag � /�I/ 3 (' 6 �Ilu � 3 GO;' 3 I 3 1 1 """"'""'"‘ 3 1 1 """"'""'"‘""'"` Sn 411/t= Hp� K TAPCO / W/1- 1/a ° - Eo 45.0 12 12 12 10 5 11 11 t1 7 10 10 10 6 7 3 3 , 7. 12 9 1 5 12 12 12 8 N 4 4 al 4 57.0 12 12 12 8 4 9 9 9 5 P 8 6 7 5 � 5 3 12 . "" ." 5 .. .. 11 7 4 10 8 9 6 73.0 10 10 3 10 3 6 3 7 5 4 .' 3 4 As '� A ©I A „, ,, 3 / 5'/ ., 3 12 3 rA 8 12 4 12 44 7 4 8 5 4 3 a" 5 3 4 7 7 3 3 4 " 4 105.0 7 170.0 5 AMEX � . 5 % I Zfl 2EM 5 %E 3 Gf� /.I..�i � 5 %W216� , re d %1/ I//I Iv�" 45.0 12 12 12 10 5 11 11 11 7 10 / 12 12 12 121 12 7 12 12 12 10 5 11 71 11 8 9 7 12 10 7 12 12 8 8 9 6 4 10 10 10 6 4 9 9 9 5 H 1/4• a M M E N T 6 /, OS 0 7 3 3 S / 4' S , © �yI ' � � ���pp 3 " /I�� � � 8 ��y/ 4 ,,� 4 /� am 6' gam 5 T � A 170.0 5 r 4012 /� ` ' ' yy j � 3 ' 5 �' 3 'r1'dri i ll 5 0.Z 3 rAiM I R T E 4 f 0 N a 5 E ANCNOR NOTES: 1. A SPANS AND LLOWABLE STORM SHU R SPANS SF R FOR SPECIFIC LOADS MUST 8311M SPACING THOSE SHOWN IN TABLE 1. PAGE 5, q N 2 ANCHOR TYPE AND EDGE COSTA ON SHUTTER ANO SELECT SPAN REATER E. SELECT EXISTING STRUCTURE HAN OR THAN OR TO NEGATIVE T SHUTTER OAD G 3 REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE ASEWOOD FRAMING. TP EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIM EMBEDMENT ANO EDGE DISTANCE WALL Q W p ALL FINISH OR STUCCO. 6 M MBERS FIELD VERIFY 00 FFASTENERS I PLYWOO IS ACE ABLE 0 FRAMING SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" "SOUTHERN PINE 0 =0 55 OR GREATER DENSITY. LAG WOOD REW SH ALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 112" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE. USES. 10. 3' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION 0E ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as oara *ins with *a Florida %Ming Code Acee(WmeNoo 2° •/3 gep41p4tGa Date 2-42/2 Mod Dade Division ("= 09/14/2003i 05 -564 ( sheet 7 of 7 1 1114109 Messc. e mlazioi BUILDING PERMIT APPLICATION FBC IMMO 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofmg Owner's Name (Fee. Simple Titleholder) ,.Je& +�� / Phone # c3C2 " 75 - 20 //242 tie . /0 Owner's Address ' n City ���y � ®/�� State e P Zip 33 / 3 eP Tenant/Lessee Name Phone # Job Address (where the work is being done) 12t/2 d .� 6 /6 q City Miami Shores Village County Miami -Dade Zip 33 Of FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ��-2 Phone # Contractor's Address 9 PC_ 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 $ I S 1 Rep wig, t vri nawetwiliM vz rAI IY1S iwrwiI Ari t1rlmi nog _COO Type of Work: ['Addition ['Alteration ONew Notary $ Scanning $ 1 g200 Miami Shores Village imommmil Building Department JUL 0 6 200 Permit No. K) O 11 LO Master Permit No. Square / Linear Footage Of Work: ❑ Demolition Describe Work: p *�x *�x�x�x:x****** * *�x** *.x *�x�x�:�x** ** **** ** Fees *** �x**** �x**** s��x�x�x�x�x�x�x *�xx��x�x** ** *�x*** * *�x�x�x� *** t G 5D°0' Permit Fee $ Oc 5 CCF $ '4')0 '4')0 COTCC Training/Education Fee $ ' ' Ca , V Technology Fee $ U -9 4 I Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 3 n ' See Reverse side -* 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 e&tAii 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 FT.F.CTRICAL 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. Sig Print: (Revised 07/10/07) Owner o'gent The foregoing instrument was acknow day of .3t.) 1 , 20 'by who is personally known to m As identifica NOTARY PUBLIC: My Commission Expires: APPLICATION APPROVED BY: n and who did take an oath. AZELEINERAYMOND Notary Public, State of Florida CommisslondDD876702 My comm. expires Apr. 1, 2013 ° • Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: . � A r L G L U DATE: 7- - / - (� 4? ADDRESS: / 2 y Z /1) E- ®L( j 3 5 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me 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 relidbnce. You may also build or improve a commercial building at a cost of $25,000.00 or leas. The building must be for your own use and occupancy. It may not be built for sale•or lease. If you sell or 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 viohttion 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 havo licenses required 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.LC.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 Myself. Initial 3 n 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. •Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit., Initial 4 3. I have an 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. By 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code - only if the structure meets the minimum code. Initial lA 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 - 6. I understand that if I compensate any person or company for work performed they are requited to hive 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. Initial - 37. 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. Initial 7 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. Was acknowledged before me this duced there License or S� day of�� , 20 C" who was personally known to me or who has as identification. NOTARY NOTARY gQBLIC -STATE OF FLORIDA Clerrd.1a V. Cubillos . D 7 1 1792 E x t ATLANTIC BONDING 1 A 20 BONG= That; RECEIPT PERMIT #: 0 ' 0 9 — ) DATE: (1) I, 3cis.c f QrrC J ( & 9 ' ❑ Contractor xOwner ❑ Architect P Address: Acknowledged by PERMIT CLEARK INITIAL: RESUBMITTED DATE: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT CLEARK INITIAL: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Permit No: 09 - 1 06 Job Name: 71/ , 2009 4 O /,w0 4rl d3( ,b 44 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 July 17, 2009 Dear Building Official: BY: Mr. Norman Bruhn, Building Official Miami Shores Village, Building Department 10050 NE 2 " Avenue. Miami Shores, Florida 33138 Re: Windows and Door Replacement Project Address: 1242 NE 104 Street. Miami Shores, Florida 33138. Permit Number: 091120 I calculated the wind pressures based on ASCE- 7 -05 in order to analyze the wind loads at the windows and doors that are being replaced. The following are values that I obtained with my calculations: Zone 4: + 49.26 pounds /ft and — 53.43 pounds /ft Zone 5: + 49.26 pounds /ft and — 65.96 pounds /ft We have indicated in the attached sheets the locations of the windows and doors, and also we prepared a chart with the NOA's of the products selected which have the following product approval numbers: NOA: 08- 0331.06; NOA: 06- 0214.02 and NOA: 08- 0204.06. The windows and doors selected with the NOA's mentioned above withstand higher wind pressures than the calculated for both zones 4 and 5. This information was verified with the manufacturer and it is shown in the NOA's. If you have any questions or need additional information, please do not hesitate to contact me. Sincerely, By: .d1■40 ) ; Tomas E.::7 rn= `ndez, PE Professional Engineer # 624 Tomas E. Hernandez, P.E # 62469 1102 West Cypress Drive. Pompano Beach, FL 33069 (754) 235-6217 tomaz.hernandez @gmail.com Tomas E. Hernandez, P.E I FEVMEM11111Professional Engineer # 62469 JUL 1 7 2009 Property owner: Mr. Josepth E. Aparicio Project Address: 1224 NE 104 Street. Miami Shores, Florida 33138 Wind Pressures for windows of property address: 1224 NE 104 Street. Miami Shores, Florida 33138 Note: The windows to be installed shall meet the design pressures. Use windows that have approved NOA's. All the windows that fall within a zone 5 shall withstand minimum design pressures of: Zone 5: Positive pressure = 49.26 pounds /ft Negative pressure = - 65.96 pounds /ft All the windows that fall within a zone 4 shall withstand minimum design pressures of: Zone 4: Positive pressure = 49.26 pounds /ft Negative pressure = - 53.23 pounds /ft Calculations of forces per each type of window and opening size: 1. Windows of 74 "x38 3/8" Area = 19.91 square feet Zone 5: Positive pressure = 49.26 pounds /ft x 19.91 = 980.8 pounds Negative pressure = - 65.96 pounds /ft x 19.91 = - 1,313.26 pounds Zone 4: Positive pressure = 49.26 pounds /ft x 19.91 = 980.8 pounds Negative pressure = - 53.43 pounds/f1 x 19.91 = - 1,063.79 pounds • • •• • • •2. i ' ow p f 2V, 1/2 "x2 6" .. . . . •. . .. Area = 4.16 squar. . e feet Zone 5: •. • • • • • • •• • • • • • • . . /oil . . . PE EE : : es . H pn� andpz , 1;E: Professional Engineer License # 62469 1102 West Cypress Drive. Pompano Beach, Florida 33069 •; omaz.hernadaz(a gmaii.com x7S4p2S5(64. I• :. ••• • • • ••• . • � � ff 6Z1(oci al 41 200 Property owner: Mr. Josepth E. Aparicio Project Address: 1224 NE 104 Street. Miami Shores, Florida 33138 Positive pressure = 49.26 pounds /ft x 4.96 = 244.8 pounds Negative pressure = - 65.96 pounds /ft x 4.96 = - 327.16 pounds Zone 4: Positive pressure = 49.26 pounds /ft x 4.96 = 244.8 pounds Negative pressure = - 53.43 pounds /ft x 4.96 = - 265.01 pounds 3. Window of 37"x38 7/8" Area = 9.98 square feet Zone 5: Positive pressure = 49.26 pounds /ft x 9 Negative pressure = - 65.96 pounds /ft x Zone 4: Positive pressure = 49.26 pounds /ft 9 Negative pressure = - 53.43 pounds /ft x 4. Window of 148" x 96 ": Area = 98.66 square feet Zone 4: Positive pressure = 49.26 pounds /ft x 98.66 = 4,859.99 pounds Negative pressure = - 53.43 pounds /ft x 98.66 = - 5,271.40 pounds 4. Window of 19" x 26 ": Area = 3.43 square feet Zone 4: Positive pressure = 49.26 pounds /ft x 3.43 = 168.96 pounds Negative pressure = - 53.43 pounds /f x 3.43 =- 183.26 pounds 5. Window of 72" x 80 ": Area = 40 square feet Zone 5: Positive pressure = 49.26 pounds /ft x 40 = 1,970.4 pounds Negative pressure = - 65.96 pounds /ft x 40 =- 2,638.4 pounds •• •• • • • • • • •• • • . • • • • • • • • • • • • • •• •• • • • • • • .. • ... • .. •• .. . ... : '�o�tias P .Hgriaaridg, A F .98 = 491.61 pounds 9.98 = - 658.28 pounds .98 = 491.61 pounds 9.98 = - 533.23 pounds • Professional Engineer Lfcense # 62469 1102 West Cypress Drive. Pompano Beach, Florida 3 • ;t oraz.lbernandaz(a gmail.com X731r255 :6217: :. •.: ••• • • • ••• • • ? (0 ( 49 7 n7 _o1 - . . . .. • • • • • . Dotes: • • • . .. . • . ••• • 1 • talc at4 s med tieing the analytical procedure in strict accordance with ASCE 7 -05, 2. Each' component is desig 7 for maximum positive and negative pressures. 3. 10 %g the leapt horizontal i ension, a, shall not be less than 3 ft. . • . • • AI io • ▪ • • • • L• - 41 ., , ...�• • • • -.— • • . . 6 • • •. •. .. • • • • •', • ••- - •• •` • ""'•• •• ••• • • • ••• • • Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT DATE SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS — 4 - 0/AmAcj eiwtrust I Josepth E. Aparicio. 1224 NE 104 Street. Miami Shores, FL 33138 Wind Load Calculations 7.01.2009 Building Category II Exposure Zone C Wind Velocity, V (mph) 146 Mean Roof Height, h (ft) 20.00 Velocity Pressure Exposure Coefficient, Khz 0.90 _ Topographic Factor, Kn 1.00 Wind Directionality Factor, Kd 0.85 Importance Factor, I 1.00 Velocity Pressure, q (Ib/ft 41.75 Design Wind Pressure Wall Elevation Components and Cladding Loads Positive Negative Zone 4 5 4 5 Extemal Pressure Coefficients, GC 1.00 1.00 -1.10 -1.40 Internal Pressure Coefficient, GCpi 0.18 0.18 -0.18 -0.18 Wall Design Pressure, (Ib/ft 49.26 49.26 -53.43 -65.96 Roof Plan and Wall Elevation 10% of least horizontal dimension, a (ft.) TBD Mean roof height, h (ft.) 20.00 Angle of plane of roof from horizontal, F ( °) 0 . . . .. • • • • • . Dotes: • • • . .. . • . ••• • 1 • talc at4 s med tieing the analytical procedure in strict accordance with ASCE 7 -05, 2. Each' component is desig 7 for maximum positive and negative pressures. 3. 10 %g the leapt horizontal i ension, a, shall not be less than 3 ft. . • . • • AI io • ▪ • • • • L• - 41 ., , ...�• • • • -.— • • . . 6 • • •. •. .. • • • • •', • ••- - •• •` • ""'•• •• ••• • • • ••• • • Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT DATE SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS — 4 - 0/AmAcj eiwtrust 0( 0 L() w z 0 N b 1242 NE 104 ST Miami Shores Fl HIGH IMPACT WINDOW ZONE 5 ZONE 5 148' x80° 148" 62' ZONE 4 ONE STORY CBS L Double Skiing door HIGH IMPACT WIDOW 1 74•x38 318' TOMAS E HERNANDEZ P.E # 82468 _ ZONE 5 75'x51` x ZONE 5 Lt) U.1 Z 0 N 27.5 x ZONE 5 LA w z 0 N NOTE: The Wimndows and Window panel Door meet the design pressure and have approved NOA's w z 0 N CUSPIDE CONSTRUCTION GROUP PLAN VIEW JOSE APARICIO Project number 2009 -0015 Date 07/15/2009 Drawn by A.R.A.M Checked by Tomas hernandez Scale 1/8" = 1' -0" +p=49.26 p.s.f -p= -65.96 p.s.f NOA: 08-0331.06 NOA: 06-0214.02 12' - 4.J \-•'-} 1/8" 1 /8" = 1' -0" HIGH IMPACT WINDOW +p =49.26 p.s.f - p= -65.96 p.s.f NOA: 08. 0204.08 O South 1/8" = 1' -0" +p=49.28 p.s.f -p= -53.43 p.s.f NOA: 08-0331.06 NOA: 060214.02 HIGH IMPACT WINDOW +p=49.26 p.s.f - p =-65.96 p.s.f NOA: 08-0204.06 12' - r +p=49.26 p.s.f -p= -53.23 p.s.f NOA: 08- 0204.06 6 -4 +p=49.26 p.s.f - p= -65.96 p.s.f NOA: 08-0331 .06 NOTE: The Wimndows and Window panel Door meet the design pressure and have approved NOA's TOMAS E HERNANDEZ PE* 62469 GARAGE DOOR +p=49.26 p.s.f - p= -65.96 p.s.f NOA: 08. 0331.06 NOA: 06-0214.02 I2' Nr Level 11 f 0' -0" Level 1 ft 0' -0" Av CUSPIDE CONSTRUCTION GROUP ELEVATION NORTH - SOUTH JOSE APARICIO Project number 2009 -0015 Date 07/15/2009 Drawn by A.RA.M Checked by Tomas hernandez Scale 1/8" = 1' -0" 'OA 10 TT - r 3 -r ;; 3' -r .Y 0 0 +p =49.26 p.s.f - p= -53.43 p.s.f +p =49.26 p.s.f - p= -53.43 p.s.f +p =49.26 p.s.f - p= -65.96 p.s.f NOA: 08-0331.06 NOA: 06-0214.02 East 1/8" = 1' -0" NO GLASS WIN SHUTTER L West 1/8" = 1' -0" +p =49.26 p.s.f - p= -53.43 p.s.f NOA: 08- 0331.06 NOA: 08-0331.06 +p=49.26 p.s.f - p= -65.96 p.s.f NOA: 08. 0331.06 NOTE: The Wimndows and Window panel Door meet the design pressure and have approved NOA's TOMAS E HERNANDEZ P.E # 62469 NOA: 06-0214.02 NOA: 08-0331.08 Level p'_p "V eve 0' -0" CUSPIDE CONSTRUCTION GROUP ELEVATIONS EAST - WEST JOSE APARICIO Project number 2009 -0015 Date 07/15/2009 Drawn by A.RA.M Checked by Tomas hemandez Scale 1/8" = 1' -0" Please fill in the information requested: WINDOWSIDOORS /SHUtfl E WIND LOAD CALCULATIO. S ADDRESS OF HOME 424 Z l \J E. /104 + MIAMI 31-ADZE . HIGHEST POINT OF ROOF 5' EAVE HEIGHT OF ROO ^^ �� 4" BUILDING WIDTH I " 2" BUILDING LEN H 4-4- " The site specific plan must show the distance of the openings from the nearest corner. Wind Loads pe BC 301.2(2) & 301.2(3) 150mph exposure C Mean Roof Height 1' -15' 15' -2 20' 5' Zone 4 &5( +) + 49.0 + 52.3 + 54.7 Zone 4 ( -) Zone 5 ( -) - 53.1 - 65.6 - 56.6 - 69.9 - 59.3 - 73.2 *Zone 5 is any o Ding within the corner distance from any corner. *Corner distan is .4 x mean roof height or .10 x width , but not less than 3' OPENIN G DESCRIPTION PRODUCT ACCEPTANCE PRODUCT APPROVAL OPENING ROUGH OPENING SHUTTER REQ MULLION REQ IMPACT ID Window /Door /Mullion NUMBER NOA DESIGN PRESSURE DESIGN PRESSURE SIZE Y/N Y/N Y/N MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE /COMPARISON CHART 1 SINGLE HUNG 08- 0331.06 2 SINGLE HUNG 08- 0331.06 3 ALUMINUM WALL SYSYTEM 08- 0204.06 4 SINGLE HUNG 08- 0331.06 5 SINGLE HUNG 08- 0331.06 6 SINGLE HUNG 08- 0331.06 7 SINGLE HUNG 08- 0331.06 8 SINGLE HUNG 08- 0331.06 9 SINGLE HUNG 08- 0331.06 10 FIXED WINDOW 08- 0331.06 11 SINGLE HUNG 08- 0331.06 12 ALUMINUM WALL SYSYTEM 08- 0204.06 13 ALUMINUM WALL SYSYTEM 08- 0204.06 ( +)PSF ( -)PSF ( +)PSF ( -)PSF 75.3 93.3 49.26 65.96 75.3 146 49.26 53.43 75.3 93.3 49.26 53.23 75.3 87.1 49.26 53.43 75.3 112.4 49.26 53.43 75.3 146 49.26 65.96 93.3 75.3 49.26 53.43 93.3 75.3 49.26 53.43 75.3 200.2 49.26 65.96 75.3 112.4 49.26 65.96 75.3 112.4 49.26 65.96 93.3 110.4 49.26 65.96 93.3 110.4 49.26 65.96 ADDRES: 1242 NE 104 ST MIAMI SHORES FLORIDA 39 3/4 "X 37" 20 "X 27" 148 "X 62" 75 "X 51" 74 "X 38 3/8" 27.5 "X 26" 74 "X 38 3/8" 74 "X 38 3/8" 27.5X 26" 74 "X 38 3/8" 74 "X 38 3/8" 148 "X 80" 80 "X 80" PERMIT: 1120 YES YES YES YES YES YES YES YES YES YES YES NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO YES YES BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33r Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doctunentation 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 2000 Aluminum. Single Hung Window - N.I. APPROVAL DOCUMENT: Drawing No. SH08 -02, titled "Series 2000 Aluminum Single Hung Window Non - Impact Resistant Glass ", sheets 1 through 6' of 6, dated 04/14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above • • • • 'Fhe se4n tied dgetgtarnt jon was reviewed by Manuel Perez, P.E. . ... . . • • • 00 . .. • • • • •0 • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • 4e440v6I FOR )5£ AT 12.2.4 Alt 109.5r. ml 51- 4OAf.S FL 3 -8744161 j J1Q fe-- 42 9& - o3 -Zoo9 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildingcode NOA No. 08- 0331.06 Expiration Date: May 8, 2013 Approval Date: May 8, 2008 Page 1 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -02, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Window Non - Impact Resistant Glass ", dated 04/14/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5124, dated 08/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA #07- 0119.0 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5127, dated 03/28 /07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA #07= 0119.0 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 03/15/08, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. .. •.. • • • • • •• • • • • • • • • • •• ••• •• • • • •• •. • • • • •• • • • . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 . • • • • 011 . • .•• • ••• • • • • ••• • • • • • • i • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • •• •• 000 • • • 000 • • E -1 Manua 'Perez, Product Control Ex - r NOA No. 08 -0 .06 Expiration Date: May 8, 2013 Approval Date: May 8, 2008 Sunshine Windows Manufacturine, Inc. F. STATEMENTS 1. Statement letter of conformance, dated March 18, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated March 18, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5124 issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report No. FTL -5127 issued by Fenestration Testing Laboratory, Inc., dated August 13, 2007, signed and sealed by Michael Wenzel, P.E. G. OTHER 1. None. • • • •• • • • • •• • • • • ••• • • .. •.• .• • • • .• •• • • • • • • •• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • •• ••• • • • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 ---2 Manuel "� P.E. Product Control Iner NOA No. 08 331.06 Expiration Date: May 8, 2013 Approval Date: May 8, 2008 DESIGN PRESSURE CHART -PSF SERIES -2000 ALUMINUM SINGLE HUNO WINDOW HURRICANE PROTECTION IS REQUIRED WINDOW DIMONSION A> 8 LIGHT DUTY saw= " DESIGN PRESSURE -PSP w t» ANDS 1 D88 -ANN 01.849 9ri6"MM4. 9I.155 1/4' A248. DABS L$4 7111:04943 I OCT. INT. EXT. INT. EXT. INT. EXT. INT. 19 V6' 3 3 75.3 204.0 75.3 210.0 78.3 210.0 75.3 210.0 201/2' 3 75.3 148.0 75.3 200.2 75.3 210.0 78.3 210.0 3T 4 75.3 121.8 75.3 121.8 75.3 171.7 75.3 171.7 531/2. 6 75.3 76.0 75.3 78.0 75.3 184.0 75.3 154.0 19 1/r se 31e' 3 75.3 130.0 75.3 184.4 75.3 194.4 75.3 194.4 2$ 1/r 3 75.3 88.0 75.3 160.9 75.3 160.9 75.3 180.9 ar 4 58.2 58.2 75.3 93.3 75.3 145.7 75.3 145.7 03 1/r 6 42.8 42.5 55.5 55.5 75.3 112.4 75.3 112.4 to 1/r 3 6 75.3 93.2 75.3 200.0 78.3 204.6 75.3 204.8 20 1/r IT 3 74.0 74.0 78.3 130.0 75.3 182.2 75.3 182.2 5 4 80.8 50.8 75.3 81.2 75.3 124.0 75.3 135.2 031/5' 6 30.7 30.7 45.6 45.6 75.3 87.1 75.3 92.3 19 1/2. 8r 3 7 73.0 73.0 75.3 183.0 75.3 183.8 75.3 183.5 261/2' 3 58.8 58.8 75.3 102.0 75.3 141.0 75.3 142.2 31' 4 45.5 45.5 73.8 73.8 75.3 95.8 75.3 113.9 53 1/r 6 30.2 30.2 40.0 40.0 62.8 62.8 75.3 98.9 19 1/r k 1/4 3 g 80.8 80.8 75.3 143.0 75.3 173.2 75.3 173.2 201 /r 3 48.8 48.8 75.3 84.2 75.3 120.0 75.3 132.6 sr 4 40.0 40.0 83.5 634 75.3 82.1 75.3 103.9 631/0" 6 - - - - 55.8 55.8 75.0 75.0 •. • • • • • • • .• • • • • •• .• ••• • •. • • • , • • I• •.• • • • .. • • • t6' MAX.' 4' TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOM 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER 70 DESIGN PRESSURE CHART. 2.- REFERENCES: TESTS REPORTS FTL -5127 AND FR -5124. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA WILDING CODE 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL. OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 1 MIAMI- DADE IMPACT RESISTANT SHUTTERS REQUIRED wppmrN e a car ep 1p1a5 with Ow Date NOM; FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows 1748 W. 3391 P100. 1498" Roddy 32012 Pte (305)304-2492 F.a(306)125 -5115 5ra•r15r, RF Oats Sots - *OF Rees_. Rarhima 01494140 O. SHEET 1 OF 6 T. CT 1 • • • C1 •. • • • • • • • .• • • • • •• .• ••• • •. • • • , • • I• •.• • • • .. • • • t6' MAX.' 4' TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOM 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER 70 DESIGN PRESSURE CHART. 2.- REFERENCES: TESTS REPORTS FTL -5127 AND FR -5124. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA WILDING CODE 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL. OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 1 MIAMI- DADE IMPACT RESISTANT SHUTTERS REQUIRED wppmrN e a car ep 1p1a5 with Ow Date NOM; FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows 1748 W. 3391 P100. 1498" Roddy 32012 Pte (305)304-2492 F.a(306)125 -5115 5ra•r15r, RF Oats Sots - *OF Rees_. Rarhima 01494140 O. SHEET 1 OF 6 ••. • • • • • • •• • • • •••• • •••• • • • • •• • • • • • • ••• • • • • • •••• •• • • • ••• • ••• •• • • • • • ••• • •••• • • •••• DETAIL Al ATTACHMENT TO MASONRY GLAZING DETAIL GLAZING TAPE 3/8 "GLASS BITE (TYPICAL) 1/8 ", 3/16 ", 1/4" ANNEALED OR 1/4" TEMP. GLASS '111+ GLAZING BEAD el& TYPICAL ANCHORS 1/4° TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK (FOR MAX. ANCHOR SPACINO AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL ANCHORS DERAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL (S+®. OR ALUMINUM 1/8" MIN. THICKNESS) TYPICAL HEAD SECTIONS DETAIL A2 ATTACHMENT TO WOOD 1/4° SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6)) TYPICAL ANCHORS 4— IA - -.08 FRANCISCO HERNANDEZ FLORIDA PE • 51393 Sunshine Indo s Ma nJfGChuling, INC. 1745 W. 33rd Raw Weed% Rudd* 310.8 PM (308)384 -0088 Paa(300 -8118 W RF Oft Reetdas sow• + -+ DRAMo N0. SH08 -02 SHEET 2 OF 6 MIAMIDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinEcodeonline.com NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 8000 Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -60, titled "Series 8000 Alum. Window Wall System. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/03/07, prepared by A1- Farooq Corporation, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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 .distiibgtols end shad. br Tellable for inspection at the job site at the request of the Building Official. *This Vg)4t ngisgs Willis page 1 and evidence page E - 1, as well as approval document mentioned above. ,Tile,subnfiljfdtlptutnetitgian was reviewed by Manuel Perez, P.E. ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• .• • ••• • • • gnpp. ve.® Foi J5E : • • • u NOA No. 08-0204.06 • �Z NE. l o 51 • Expiration Date: April 3, 2013 Approval Date: April 3, 2008 Ml�M) 5�6^�� Page 1 4 1,41406 , Pe P 6;.4 69 04 -03 -tool ES Windows LLC A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 - 60, Sheets 1 through 8 of 8, titled "Series 8000 Alum. Window Wall System (L.M.I.) ", dated 08/03/07, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 series 8000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5447, dated 12 /19/07, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 1/22/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06 1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 05 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated January 14, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 14, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL 5447, issued by Fenestration Testing Laboratory, Inc., dated January 10, 2008, signed and sealed by Michael R. Wenzel, P.E. ct,• • •Q P . • • • .. • . 1. Sett PPatosal #07 -3700 issued by BCCO dated 11/13/07, signed by 14 el Perez, p!>~ •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• 00 • • • •• •• 000 • • • 000 • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 Manuel Per Product Control E NOA No. 08- 0204.06 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 I H 'Y'rl WO l•O • • • •• t33S • • • ■■ NM • ■N W■ ■N _ V " Z 33S J y. /i .`TT • • • • • • D.L OPG. WIDTH SEE CHART SHEET 2 D.L OPG. WIDTH SEE S E 2 41 o I. drawing no. W07 -60 • • • • • . • • • • • • • • • • •• •• • •.• • • ••• • •••• • •• • • • • • 4' MAIL. HEAD/S111 CORNERS 9 1 1 ELL OPO. SEE SHEET 2 SERIES 0000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEQWRDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMIT TO BASE MATERIAL SHALL BE HEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING C ONOmONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO SIEEL/METAL SCREE% THAT COME INTO CONTACT WITH OTHER DISSIMIAR MATERIALS SHHALL. MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L OPG SHEET 2 D.L. GPO. SEE SHEET 2 �I III 111 DTI 11� 11 11 t MAX. MULLION SPACI G "- `' SEE SHEET 3 ANCHORS TYPE A B. C OR D ,\ ANCHORS TYPE A. B, C OR D 2, SHEET AT EACH SIDE OF MULL -2. 3 OR 4 AT EACH SIDE OF JAMB 4 SEE SHEET 4 INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 OETERWHE DFSEi7 WIND LOAD Iffcu¢iEARM BASED ON WIND VELOCITY„ BLDG. HEIGHT, WIND ZONE USDA APPLICABLE ASCE 7 STANDMW. STS S RESULTING 2. 3 AND 4 WU. APPAPPLY B ORE 9YSTE11. 1J_ STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOW CAPAORY OF DESIRED GINS SIZE. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD E%CEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE NON DESKON LOAD SPECIFIED IN STEP 1 WYE. D.L OPG. WIDTH SEE WART SHEET 2 D.L OPG. WIDTH SEE CHART SHEET 2 Erpr. 5� Mar PIA. X 8887 JAN 312008 1 ALLOWABLE WADS FOR ALTERNATE SWIPES AS SHOWN ABOVE OR SMEAR CAN BE VERIFIED BY INSCRIBING ACME WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTIED ONES AND OBTAIN= ALLOWABLE LOADS FROM THOSE SI4*PES. SINGLE LIES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT oesplytas �X°� Cods waft Veto NOM Waal nude BY sheet 1 of 8 • . •..1 • •••1 •• • • ••• • • ••• • ••• • ••• • • • ••• •. • • • • • •4 . . •1 28• 32• 38• 40 44 -1/4' 48• 32 sr s 40' 44 -1/4• 48 3r 30 40 44 -1/4• 28- 32• 3s• 40' 44-1/4' NO 2 • • 0. WIDDI IDD.L0. HEAR GLASS 'APE 'A' gAss TYPE T1' qtr.( +) /NR.(-) 2• - • 32• • • • 38 ••• 40• • -1/4 .HN • • • 32 • 4 58-1/4* - 28 • ••• sr • 30• •••• 44 -1/4• 48' 32 WON JOAD CAPACIW - P0S Bop • 130.0 80.0 170.0 00 -1/2• 102-1/2 108 -1/2 114 -1/2 • .• 80.0 130.0 _ 800•• _ •• 130.0 sap 130.0 80.0 130.0 804 • 130.0 80.0 1300 130 .0 801 . " 130.0 80.0 130.0 80.0 • • 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 80.0 00.0 80.0 80.0 80.0 BOA 80.0 80.0 BOA 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 800 130.0 130.0 130.0 130.0 130. 130.0 127.2 130.0 130.0 130.0 130.0 130.0 128.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). D.L.O. WIDTH D.LO. WON GLASS E 'A' GLAZING OPTIONS GLASS TYPE 'B' goy: t>1. c>1* SN FANOW SRV:n2•s RA 22v JAN $ 1 2008 fo u (sheet 2.1 8 Irra 1 AMIN •070 • . •..1 • •••1 •• • • ••• • • ••• • ••• • ••• • • • ••• •. • • • • • •4 . . •1 28• 32• 38• 40 44 -1/4' 48• 32 sr s 40' 44 -1/4• 48 3r 30 40 44 -1/4• 28- 32• 3s• 40' 44-1/4' NO 2 • • 0. WIDDI IDD.L0. HEAR GLASS 'APE 'A' gAss TYPE T1' qtr.( +) /NR.(-) 2• - • 32• • • • 38 ••• 40• • -1/4 .HN • • • 32 • 4 58-1/4* - 28 • ••• sr • 30• •••• 44 -1/4• 48' 32 WON JOAD CAPACIW - P0S Bop • 130.0 80.0 170.0 00 -1/2• 102-1/2 108 -1/2 114 -1/2 • .• 80.0 130.0 _ 800•• _ •• 130.0 sap 130.0 80.0 130.0 804 • 130.0 80.0 1300 130 .0 801 . " 130.0 80.0 130.0 80.0 • • 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 80.0 00.0 80.0 80.0 80.0 BOA 80.0 80.0 BOA 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 800 130.0 130.0 130.0 130.0 130. 130.0 127.2 130.0 130.0 130.0 130.0 130.0 128.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). D.L.O. WIDTH D.LO. WON GLASS E 'A' GLAZING OPTIONS GLASS TYPE 'B' goy: t>1. c>1* SN FANOW SRV:n2•s RA 22v JAN $ 1 2008 fo u (sheet 2.1 8 MULLION LOAD CAPACITY - P92 MULLIONS WITH INTERMEDIATE HOIOZONTAI2 NOMINAL DIME. JAMB '31' MUM. 'MI' JAMB '31' MULL 'M2' MUB 'T6' JAMB '35' MULL 'MS' d DAME 'JS' MULL '14. 801(1 (•) MIME HIOIT ETT. (i) MIT. ( -) EAT. ( +) I• ( -) EDR. ( +) INT. ( -) EM ( +) •W ( -) 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 130.0 130.0 130.0 1340 le 0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 1304 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 It s 130.0 130.0 130.0 130.0 123.4 1300 130.0 1300 111.1 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 a 118.0 130.0 130.0 130.0 104.9 128.1 1300 130.0 84.4 115.3 117.5 130.0 130.0 130.0 130.0 130.0 129.6 130.0 130.0 1300 111.1 130.0 130.0 130.0 V a 97.2 118.8 120.1 130.0 89.4 105.8 114.8 1300 77.8 95.0 103.3 123.4 119.7 1300 130.0 130.0 108.1 130.0 130.0 130.0 102" 92.6 120.2 Inc 130.0 81.0 105.2 114.4 130.0 72.0 93.5 101.7 121.4 109.2 130.0 130.0 130.0 le 108' 91.0 126.1 130.0 130.0 78.0 1072 1180 130.0 88.3 93.8 1020 121.9 920 1300 1300 130.0 k 114 77.4 112.3 1721 130.0 881 982 104.7 125.0 58.0 84.2 91.8 109.4 VI be V 79.8 121.8 170.0 130.0 1 ss , 85.4 101.3 110.2 130.0 589 88.9 94.5 1128 49.8 760 827 08.7 • • • • • • • • • • •••• • • • • • • • • •W .LION LOAD HAPACITe - PBP MULLIONS WITHOUT 1NTEHl2DJA:B HORIZONTALS • • JAMB 'JIV MULL 'ILL' • • • EM. ( +) 9011 (11) •0 • BMINT _ • PR. ( -) sr 170.0 • 36' 130.0 • • • M1J1L 'M2' • • NOMINAL DIMS. • 42' • 4r • s. • 980' 32' 38' • 4r 4r 54' 80' 32' 38' 4r 48' 52 A ' 3r 38' 48' 54 60' 32' 36' 42' 48' 54' 32' 38• 42 48' 32' 39' 42' 48' 32' 36' 42' 48' .. . • • • -. •••• • • •• • • • •• •••• • or •••• 90' or 102' 108' 114' 120' 130.0 ••1 • I 170.0 130.0 130.0 • 130 • • 1304 • 1300 • • 130.0 130.0 130.0 1300 1300 1300 130.0 1300 119.7 130.0 130.0 1190 107.5 98.4 91.5 13110 113.4 99.0 88.8 80.7 112.4 5 .0 828 73.8 85.3 80.4 893 823 81.5 688 59.8 530 • *WOO 1300 • ;1Joo• • •19109 • 68300 • • 130.0 • 1300 130.0 1311.0 130.0 130.0 130.0 1390.0 130.0 130.0 1300 120.3 117.7 1090 130.0 130.0 119.7 108.7 950 1300 115.4 100.2 89.1 115.1 97.7 84.8 75.2 83.5 72.4 84.1 JAMB 'Jr JAMB '33' MULL 'M9' EIO: ( +) ( - ) 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 130.0 130.0 130.0 1300 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 128.0 118.5 130.0 130.0 130.0 123.3 111.9 1300 130.0 122.6 108.0 1300 128.2 1093 97.2 1m.0, 113.5 93.4 872 NOTE INTERPOLATION BETWEEN WIDTHS ALLOWED. LAMB 'A' MOIL 'M4. E111. ( +) 9R. ( -) 1700 1300 130.0 130.0 1700 130.0 130.0 1300 130.0 130.0 1300 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 1300 1300 130.0 1700 130.0 130 1304 130.0 13•0 130.0 1300 130.0 130.0 130.0 1300 1180 1300 130.0 117.5 104.1 UNANCHORED JAMB OPTIONS W1 +� WIDTH (w) w1 AT FRAME JAMB 'PA 0 WI iiiTDTH CH) - AT FRAME M EL105 JAMB '3 • JAMB '111' W2 w1 + w2 2 MOLUON 'Mt' MULLIN '1I2' JAMB 'A' MALLON 'MS MILLION '114' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED JAMB OPTIONS WIDTH (w) - W1 AT FRAME JAMB WIDTH (w) AT FRAME MRJUIE4 0'01 0N. MUMAYOUN vAD09D SIMTCIUNES Iu 0.830 JAN 31 2008 INTERMEDIATE HORIZONTALS w1 +W2 2 AFpv•eed as tompbring wkb Ile 1 �PJ . • 0 VAMP drawing W07 -60 (sheet 3 o 8 ) • •• • • • • • • •� •••• •••• • • • ••• • • • • • •• • • •• 6. - • AN!OR LOAD CAPACITY - P8F • • •••• • • DHI.( +) & Rat -) • N0MINAe IBS loll+ (11) MARE HE OHI I • •• • • • • 30 36' 42' 46 54' 60' 30' 38' 42• 48' 54' 60' •• • • • ••• 12 •••• • • •••• • •• • • 7r• • •••• • 95.1 85.8 130.0 30' 38- 42' 48' 54' 80' 84' 30' 38' 42 48' 54' 60' 80' 30' 38 42' 48' 54' 60 98' 30' 38' 42' 102' 48' 54' 30' 38' 42' 48' 30' 38' 42' 48' 30 36' 42' 48' 108 114' 120' ; 9 • 1 . p . 12 • •A8• • A4 130.0 30.. 130.0 108.4• 138.0 130.0 •,I.d 4 130.0 93.0 81.3 72.3 • 68.1 120.1 • 130.0 12&4 130.0 100.1 • 130.0 130. 85.8 75.1 • 66.7 eat 111.5 93.0 79.7 8&7 820 85.8 104.1 88.8 74.4 85.1 57.8 52.1 97.8 81.3 89.7 81.0 54.2 48.8 91.9 78.5 88.8 57.4 81.0 813.8 72.3 82.0 54.2 82.2 68.5 58.7 51.4 78.1 88.1 55.8 48.8 • MO 130.0 •L °4 130.0 97.8 130.0 • :sepo • 130.0 •1 • 130.0 12%7 130.0 1928 • 130.0 • 100.1 • 130.0 90.1 120.1 130.0 130.0 130.0 130.0 119.5 130.0 104.8 130.0 93.0 123.9 83.7 111.5 130.0 130.0 130.0 130.0 1113 130.0 97.8 130.0 88.8 115.7 78.1 104.1 130.0 130.0 122.0 130.6 104.8 130.0 91.5 122.0 81.3 108.4 73.2 87.8 830.0 830.0 1143 130.0 95.4 130.0 85.1 114.8 78.5 102.1 130.0 130.0 100.4 130.0 93.0 123.9 81.3 100.4 123.3 130.0 1027 130.0 88.1 117.4 77.1 102.7 117.1 130.0 97.8 130.0 83.7 111.5 73.2 97.6 ANCHORS TYPE IF & 88/09 24/04 130.0 130.0 122.3 107.0 130.0 112.9 98.8 87.8 79.0 130.0 1223 104.8 91.7 81.5 73.4 130.0 114.1 97.8 85.8 78.1 88.5 12&4 107.0 91.7 903 71.3 642 120.8 100.7 88.3 75.5 67.1 73.4 84.2 130.0 130.0 130.0 130.0 830.0 130.0 118.5 130.0 130A 122.3 110.1 130.0 130.0 130.0 12&4 114.1 102.7 130.0 130.0 130A 120.4 107.0 96.3 1293 113.3 800.7 NOTE. INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130A 130.0 130.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130A 13&0 130.0 130.0 130.0 130.0 130.0 128.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130A 130A 130.0 130.0 130.0 130.0 130.0 130.0 130.0 128.4 ANCHORS TYPE 'C • c2 C9 C4 130.0 130.0 130.0 123.3 109.8 88.7 130.0 130.0 130.0 113.8 101.2 91.1 130.0 130.0 1203 130.0 130.0 105.7 94.0 84.8 130.0 130.0 112.8 98.7 87.7 78.9 130A 123.3 82.2 74.0 130.0 118.1 89.5 87.1 77.4 130.0 109.8 94.0 82.2 124.8 103.9 89.0 77.9 11 &4 98.7 84.8 74.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 136.0 130.0 130.0 130.0 130.0 830.0 130.0 130.0 130.0 130.0 12.9 130.0 130.0 130.0 130.0 130.0 118.4 130.0 130.0 130.0 130.0 123.3 111.0 130.0 130.0 130.0 130.0 118.1 130.0 130.0 130.0 823.3 130.0 130.0 130.0 118.8 130.0 130.0 128.9 111.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 830.0 130.0 130.0 830.0 130.0 130.0 130A 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 105.7 929 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 830.0 830.0 130.0 122.3 107.0 130.0 114.1 95.1 813 71.3 108.1 130.0 130.0 130.0 1300 130.0 130.0 115.8 101.4 130.0 12& 00.1 77.2 87.8 102.7 85.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 110.1 95.3 •OTH M • 88 Z 92 04111!78) =1 • SEE 3488TT 5 FOR DESCRIPI1ON A2 0 2 ANg10R5 TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 82 - 2 ANCHORS 119E '8' AT EACH SON= OF JAMB AND MUWON 02 - 2 ANCHORS TYPE 'C' AT EACH SON: OF JAMB AND MUWON DE = 2 ANCHORS TYPE '0' AT EACH SINE OF JAMB AND MULLION A3 = 3 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MUWON 83 - 3 ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MUWON C3 - 3 ANCHORS TYPE 'C' AT EACH SINE OF JAMB AND AIUWON 1)3 = 3 ANCHORS TYPE 'D' AT EACH SON: OF JAMB AND MULLION A4 = 4 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MUWON 84 = 4 ANCHORS TYPE 'Jr AT EACH SONS OF JAMB AND MUWON C4 = 4 ANCHORS TYPE 'C AT EACH 51186 OF JAMB AND MULLION 114 • 4 ANCHORS PIPE '0' AT EACH SON: OF JAMB AND MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 8' ALI72. [2 4' A8. 118. 19 SAN 31 2008 11 144. C4 F 1L • F 1 9EOrMa�iie�illtag� CAR. 3538 Fiso, 4 dewing no. W07 -60 (sheet 4of 8 • • • •••• t• • • • • • • • • • • • • 0 w • © 0 ••. • • • • 0 TYPICAL ANCHORS SEE DAR. FOR SPACING • • HtEM tLLV. FINtAQ • J 1 BY • 1 WOOD BUCKS • °0•1,8•11 • TWO PIECE OR ONE PMCE HORIZONTAL iNTERCHANGEWLE SI.L INTERIOR FINISHES NOT !r ES. WINDOWS ILLUSTRATIVE ONLY • SE ALL FRAME CORNERS. JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. WOOD BUCKS AND METAL STRUCTURES NOT BY ES. WOW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEY. FOR SPACING 1/4• CIA 10 IRACON 8Y'FICO' INTO 28Y WOOD BUCKS OR WOOD SIRUCTURES WITH 1 -3 /B MIN. PENETRATION INTO WOOD THRU IBY WOOD BUCKS INTO CONCRETE WITH 1 -1/4' MIN. EMBED INTO CONCRETE I DIRECTLY INTO CONCRETE WITH 1 -1/4 MIN. EMBED INTO CONC. INTO CONCRETE AND MASONRY = 2 -1/2' MIN. LNTO WOOD STRUCTURE 1 • MIN. 1/4* RDA HP T KWIK CON D 8Y '141111 INTO VW WOOD BUCKS OR WOOD STRUCTURES WITH 1 -1/2' MN. PENETRATION INTO WOOD I THRU 18Y WOOD BUCKS INTO CONCRETE WITH 1 -1/4' MIN. EMBED INTO CONCRETE DIREC O' INTO CONCRETE WI114 1 -1/4' MN. EMBED INTO CONC. alMISIELICGLIZINCES INTO CONCRETE AND MASONRY ® 3' MIN. ( NINTO WOOD STRUCTURE 1' MIN. Ems 8/18' DIA ID TRAZON BY 'FSCO' I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -1/2' MIN. PENETRATION INTO WOOD I THRU 18Y WOOD BUCKS INTO CONCRETE WITH 1 -1/4' MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCKLIN WITH 1 -1/4' MIN. EMBED INTO CONC. INTO CONCRETE AND MASONRY ® 3' MIN. 'INTO WOOD STRUCTURE m 1 MIN. rTYPF '0' fl4 WAS OR SERF 084144184 SCRUMS ST/S[ INTO METAL STRUCTURES STEEL : 12 GAL MIN. (Fy = 38 KSI MN.) ALUMINUM : 1/8' INK. MIN. (8083 —T5 MEN.) (STEEL IN CONTACT NTH ALUMINUM TO BE PLATED OR PAINTED) hatIOLEIXILTASIAICES INTO METAL STRUCTURE m 1/2 MIN. En OR. HUAA 18WI MOM SINECURES C C A. i 38 N 3 1 2008 sheet Bat V 8 r.. • • • • 0 • •. • sH�1 ACE • • • 1 4 � . 04 • • 1/2• NCS '9' & •A 'l" • • • • 0.L OK 0 0 EXTERIOR FRAME WIDTH D.1. GPO. MAX. SHIM SPACE 1/4" FOR ANCHOR 'K I/2• ANCHORS 'e' & m Erwg OR. 1IUMAYOUM FAR000 STRUCTURES FUL PE f 1037 CAM. M31 . - *_erfxir•ar, _ 3 1 ZOOS Oak ft' m w 1 drawing KO. W07 -60 • • • ter .000 BUCKS •••' •. • • 1 • ' • ••• • •.• ••.4•• • • • 1 . Iii ` • ••• • • O • • •..N•• • • - - - JAMB ANCHORS SEE ELEVATIONS FOR SPACRKT •• • MM3 ANCHORS i EIEVA ONS 'FOR SPACING • SLEET. REINFORCING OPTIONAL SEE SHEET 3 FOR CAPACRY Aprrov=I ..rop4lag wads F!G 1a il sCat4 Orb a (sheet gat • . . • • • • • • • - F p-- -1.750 r Asa 11 V mil NO. PAM NORM ODANLTW OE6C�ITON MATERIAL MANP. /BOPP1l 'REWAN (11 1 Y 61I r S3C 09-tom\m is 1 1 058005 AS READ. HO LOW FRAME F4M /SB.L 0506-15 - O e • • 4.!188 e —a •••• • • IA 098007 AS READ. OPEN BACK FRAYS NFAD /9LL 8083 -18 - pF g F i}4Zi L� a Q ` FD i �` I. ; b i C • •• 27 0 • • • • • • • •• •• • • • • I L 1.750 _ a 2 1 AS REOD. W1ER1:MDE 140R2ONAL 8063-78 - 5 j- 5750 A25 TYP. 4 J 058001 AS REg0. FRAME JAMB/IRILLN,1 8006 -15 4 098006 AS RDD. OLASS STOP 6083 -T8 - 2 ESE002 AS RECO. M1ALJCN SNAP-4N MATE 6006 -,5 - 8 058003 AS RECD. SMEAR CUP 6005-T5 - • • • • • • • • • • •• 7 - AS REC0. INTERIOR 131A2 0ASKET VINYL - 8 SPACER/SILICONE STOP PLASTIC - • • : I • • O 10 ■ AS REOD. BLOCK A7 1/4' PGii9 NEOPRENE 3/16' F 11 112 2 1 -1/2' 4/ CORNER AS DOLT SCREWS PIONS aOi S,EEL - • • : H • �1 H�f+D /Sy.1 12 - AS RL8,0. MU L ION STIFFENER STEEL - 13 - AS REOD. MULLION RERWLRC160 CNA10lkl STEEL - 14 - A4 R EAD. MULLION REO•'ORCOVO BAR 9700E - L 6 • • • • • • • • 4.588 . 3.750 2760 1.750 7.790 [ nri) rests mat earn 000a sags] E.S. WINDOWS, LW 5220 N.W. 72 AVE BAY #4 MAW, , FL. 33188 1EL. (308) 640 -9857 FAX (305) 593 -2074 2750 0 FRAME JAMB /MULLION y b 78 1.472 .078 TYP. 4.534 to 3.368 . 064 TYP. 3.736 .124 OPEN 3.984 RACK FRAME HEAD /SILL 4.968 3.750 t 7 1.750 ,_, - ION SNAP -IN MATE 0 STIFFENER .678 tY • 000 .788 -1 r - 188 i / 4.500 / v iii 3.984 ® INTERMEDIATE HORIZONTAL 4 5778 .158 - 3g . YY 115 x_1.788 • i 1 II[ .1 - j I( &v STR11„ PMGOQ iW. PE / 18557 C AM. 3636 - J ...-^ -^� JAN 3 1 2008 . carrying with M8 ""•a.ldn 9vfaltng C•,". t38YF 1 w - 'Yl.L 6 ;._ .. . - .! ., , • ,.117 1.000 drawing ra. W07 -60 © SHEAR CLIP O OARS STOP 12 STEEL R l MIN. 36 181 MN 0 sheet 7 of 8 ) • ••• • ••• • • • ••• • • • • • • ••• • ••• • • • ••• • • ..•. • • • • . . • . . • • ••• • • • . • • •• • • •• • • • • • • •• • • • • •• •• ••• ••• . • ••• • • ••• •• • • • •• 6 •• •. •• • • • • • • • CIRCULAR OR ANGLED CORNERS 5/ V RA RAE BEN( TO MATCH .10M SECURED WITH 18 SYs (3) PER 4X OF JOIN( ALUM x1 x (/8 LU ANGLE BEN( 1D MATH JOINT SECURED BATH /6 5144 (3) PER SIDE OF JOINT RECT. OR SOUARE CORNERS HORIZONTAL CORNER Ewan OR. MiMAYLWN FARO.O sTRucrums FL& PE / 16837 A 1 1 z rW 07 -60 1 (sheet Not 8 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinEcodeonline.com NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 8000 Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -60, titled "Series 8000 Alum. Window Wall System. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/03/07, prepared by AI- Farooq Corporation, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, 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 and evidence page E-i, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 6 ! b NOA No. 08-0204.0 0-7-15" Expiration Date: April 3, 2013 Approval Date: April 3, 2008 / 1.)E (a / 0'1 5 3 f- Page l ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -60, Sheets 1 through 8 of 8, titled "Series 8000 Alum. Window Wall System (L.M.I.) ", dated 08/03/07, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, 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 series 8000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5447, dated 12 /19/07, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by AI- Farooq Corporation, dated 1/22/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated January 14, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 14, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5447, issued by Fenestration Testing Laboratory, Inc., dated January 10, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Testing Proposal #07 -3700 issued by BCCO dated 11/13/07, signed by M. _ el Perez, P.E. E -1 Manuel Per Product Control E NOA No. 08- 0204.06 Expiration Date: April 3, 2013 Approval Date: April 3, 2008 1 1 4° MAX co RNE OL OPO. SEE SHEET 22 SERIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR. SAFEGUARDS MUST BE ODD. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCIUDNG HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHCRS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A L0A0 DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERM.S INCLUDING BUT NOT LINED TO STEELJMETAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIAIIAR MATEPoNS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.11.4. L. OPG. SEE SHEET 2 MAX. MULLION SPACING SEE SHEET 3 `, ANCHORS ` - 2. 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 4 TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. ZOE 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLOB. HEIGHT, WQND ZONE USING APPUCAME ASCE 7 SIAM RD. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE CHECK MULLION CAPACDY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACDY SHOULD EXCEED THE DESIGN LOAD. USIA CHARTS ON SHEET 4 SELECT ANCHOR OPTION WON DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VAU1E RESULTING G FROM STEPS 2, 3 AND 4 StAU. APPLY TO MORE SYSTEM. .�Z DJ_ OPG. SEE SHEET 2 1] ANCHORS TYPE A, & C OR D - 2. 3 OR 4 AT EACH SIDE OF ANAL SEE 25221 4 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWS ABOVE OR SIMHAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND O81*151 5 ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE U1ES MAY BE WSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. L PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. } F 00 STRUCTURES FI CAM 8 30 JAN 31 2008 LAMINATED GLASS LARGE MISSILE IMPACT g le Q F:1 12110 fr drawing no W07 -60 (sheet 1 of 8 I 1 . . yam .. . . r. 1 r. . . . T II . 1 ----- TWO 'TO £ 133NS 33S N 0 0 s Ci) Ctj ' '. 1 /' IL . t '/. // I F ---------- [ s\ , , . . . , . . 1 1 4° MAX co RNE OL OPO. SEE SHEET 22 SERIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR. SAFEGUARDS MUST BE ODD. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCIUDNG HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHCRS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A L0A0 DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERM.S INCLUDING BUT NOT LINED TO STEELJMETAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIAIIAR MATEPoNS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.11.4. L. OPG. SEE SHEET 2 MAX. MULLION SPACING SEE SHEET 3 `, ANCHORS ` - 2. 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 4 TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. ZOE 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLOB. HEIGHT, WQND ZONE USING APPUCAME ASCE 7 SIAM RD. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE CHECK MULLION CAPACDY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACDY SHOULD EXCEED THE DESIGN LOAD. USIA CHARTS ON SHEET 4 SELECT ANCHOR OPTION WON DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VAU1E RESULTING G FROM STEPS 2, 3 AND 4 StAU. APPLY TO MORE SYSTEM. .�Z DJ_ OPG. SEE SHEET 2 1] ANCHORS TYPE A, & C OR D - 2. 3 OR 4 AT EACH SIDE OF ANAL SEE 25221 4 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWS ABOVE OR SIMHAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND O81*151 5 ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE U1ES MAY BE WSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. L PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. } F 00 STRUCTURES FI CAM 8 30 JAN 31 2008 LAMINATED GLASS LARGE MISSILE IMPACT g le Q F:1 12110 fr drawing no W07 -60 (sheet 1 of 8 GLASS wen CAPACITY - P8P 9AL 0808. 01488 TYPE W GLASS TYPE 'E' ILLO. SION O.LO. HECHT EXT.( +)/INT.( -) EXt.( +) /00:(-) AMIN '070 %% 80.0 13GO 800 130.0 80.0 130.0 84 -t /2' 80.0 130.0 80.0 130.0 BOA 1300 • 800 130.0 80.0 130.0 �A 130.0 80.0 130.0 80.0 13.00 80 -1/2' 80.0 130.0 80A 130.0 80.0 130.0 800 130.0 800 130.0 520 13.0 98 -1/2' 820 l 130.0 800 130.0 80.0 127.2 800 1800 80.0 130.0 102 --1/2' BOA 130.0 80.0 130.0 800 1300 80.0 1208 80.0 130.0 80.0 130.0 108 -1/2' 80.0 130A 80.0 130A 80.0 130A 80.0 130.0 80.0 130.0 114 -1/2" 80.0 130.0 80.0 130.0 80.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASIRA El 300-02 (3 SEC. GUSTS). 1 0.L0. WIDTH D.L.O. WIDAH, - Lc? LIGI.g9f)) ( -(°59k co i ' GWYls CAA■af:A, cA.5 Rut, :(TOSIO W4 . 'W k al9A0 j p,WAPIV N 2 ,4,cct9sC 0 -PPG\ you \a..L\?, N � toCI 5r'no.Q - 311)91) b GLASS TYPE 'A' GLAZING OPTION$ SE 000 COMM 780 1/4' HAT SIREN D CUSS 080• OPfER1AYRt S7NTRYGIAS PLUS BY 'DUPONT 1/4' MEAT STRING MASS GLASS TYPE 1 z On gi ro. 1 k 1 drawing ru:. W07 -60 (sheet 20 8 ) WP IHSEN ro-ra %%A% 1 ( I J AMIN '070 %% 1 � 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASIRA El 300-02 (3 SEC. GUSTS). 1 0.L0. WIDTH D.L.O. WIDAH, - Lc? LIGI.g9f)) ( -(°59k co i ' GWYls CAA■af:A, cA.5 Rut, :(TOSIO W4 . 'W k al9A0 j p,WAPIV N 2 ,4,cct9sC 0 -PPG\ you \a..L\?, N � toCI 5r'no.Q - 311)91) b GLASS TYPE 'A' GLAZING OPTION$ SE 000 COMM 780 1/4' HAT SIREN D CUSS 080• OPfER1AYRt S7NTRYGIAS PLUS BY 'DUPONT 1/4' MEAT STRING MASS GLASS TYPE 1 z On gi ro. 1 k 1 drawing ru:. W07 -60 (sheet 20 8 ) MULLION WAD CAPACITY - PSP MULLIONS WITH IN7ERMEDIATB HORIZONTALS NOMINAL DIMS. IAMB 11' MULL '11I' IAMB 11' MULL 'M2' JAMB 12' IAMB '32 MULL 'M9' d JAMB 13' MOLL '14. CH. (4.) 014. (+) EML ( +) 484. `+) 41001 (1) 11911E WIGHT 98. ( -) (NT. ( -) 84f. ( -) OW. ( -) 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 b 78' 130A 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 130.0 130.0 130.0 1304 130.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1340 I; 130.0 130.0 1304 130.0 123.4 130.0 130.0 130.0 111.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 k i 118.0 130.0 1300 130.0 1044 129.1 130.0 130.0 94.4 115.3 117.6 130.0 130.0 130.0 130.0 130.0 1289 130.0 130.0 130.0 11 96" 111.1 130.0 130.0 130.0 97.2 118.8 129.1 130.0 88.4 105.6 114.8 130.0 77.8 95.0 103.3 123.4 129.7 130.0 130.0 130.0 108.1 130.0 130.0 130.0 b 102' 82.6 120.2 130.0 130.0 81.0 105.2 114.4 130.0 724 934 101.7 121.4 1092 130.0 130.0 130.0 1g 108, 91.0 125.1 130.0 130.0 78.0 107.2 118.6 1360 86 7 934 102.0 1219 828 130.0 1304 130.0 k 114' 77.4 112.3 1221 130.0 884 882 104.7 128.0 58.0 84.2 91.8 109.4 70.8 1219. .. .130.0 130.0 .. 120' 68.4 101.3 1102 130.0 58.9 888 949 1128 49.8 78.0 82.7 98.7 MULLION LOAD CAPACITY - PST MOLIIONS WITHOUT 1M'ERMEDTATB HORIZONTALS NOMINAL DIMS. 400 (If0 FRAME KEW 32' 38' 42' 48' 54' 80' 32' 38' 42" 48' 84' 60' 32" 38' 42' 48' 54' 60' 32' 38' 42' 48' 54' 80' 32' 38' 42' 48' 54' 32' 38' 42' 48' 32' 36' 42' 46' 78' 84' 90' 98' 102' 105' 114' 39' 38' 42' 48' 12' LIMB 11' MULL 'ML' EXf. ( +) INT. ( -) 130.0 130.0 130.0 130.0 130.0 130.0 1304 130.0 1304 130.0 130.0 130.0 130.0 1300 1304 130.0 119.7 111.3 1304 130.0 119.8 107.8 91.5 130.0 113.4 99.0 85.8 80.7 112.4 98.0 82.8 738 68.3 80.4 89.8 823 819 68.6 59.8 53.0 IAMB 'II' MULL 'M2' ECU. (+) 9�. ( -) 130.0 130.0 1304 1304 130.0 130.0 130.0 130.0 1300 1304 130.0 130.0 1304 130.0 130.0 130.0 130.0 1304 130.0 130.0 1304 130.0 130.0 129.3 117.7 1060 130.0 130.0 119.7 108.7 98.9 130.0 115.4 1003 89.1 118.1 97.7 84.8 752 683_ _ 835 72.4 64.1 JAMB 'J2' JAMB 'J8' MUt2 'M9' 484. ( +) 611: (-) 130.0 1304 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1304 130.0 130.0 130.0 128.0 118.5 130.0 130,0 130.0 123.3 1119 130.0 130.0 122.6 109.0 130.0 1263 109.5 97.2 130 .0 1135 98.4 87.2 LIMB 'J3' MULL 'M4. off. ( +) ( -) 130.0 1304 1340 130.0 130.0 130.0 130.0 130.0 130.0 1304 130.0 130.0 130.0 130.0 1304 130.0 1304 130.0 1304 130.0 1304 130.0 1300 130.0 1304 130.0 130,0 130.0 130.0 130.0 130.0 1300 130.0 1304 1300 130A 1164 1304_ 1300 117.5 104.1 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. JAMB 'I ' 49.19 OPTIONS 3AMB IAMB 'L9' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED JAMB OPTIONS WIDTH (W) .4 W1 AT FRAME JAMB WIDTH (W) - W1 + W2 AT FRAME MULLION 2 (.021 II I al �� � SHEET 5 FOR pN TYPE W AT EACH SID OF JAMB AND MUWON TYPE '8' AT EACH SIDE OF JAMB AND MULLION TYPE 'C' AT EACH SIDE OF JAMB AND MULLION TYPE '0' AT EACH SIDE OF JAMB AND MULUON TYPE 'A AT EACH SIDE of JAMB AND MULLION TYRE '8' AT EACH SIDE OF JAMB AND MIJWON TYPE 'C' AT EACH SIDE OF JAMB AND MULLION TYPE 'D' AT EACH SIDE OF JAMB AND MULLION TO BE SPACED AS PER ELEVAT70N. 4' Ova t6. 151144YOUN MEW C Pt 0 16951 CA& MN SAN 2008 A4. 84. 04 1 drawing no. W07 -60 (ohet 4of 8 ) NOTE INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. ANCIMEN_ECESII: SEE A2 m 121 ANCHORS 82 = 2 ANCHORS C2 = 2 ANCHORS 02 = 2 ANCHORS A9 = 3 ANCHORS 03 = 3 ANCHORS 03 - 3 ANCHORS D9 3 ANCHORS 44 = 4 ANCHORS TYPE A' AT EACH SIDE OF JAMS AND MULLION B4 = 4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AHD MUWON C4 = 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON D4 = 4 ANCHORS TYPE '0' AT EACH SIDE OF JAM8 AND MUWON ALL OTHER ANCHORS ANCHOR LOAD CAPACITY - 99P 100.( +) & tiff.(-) "OPAL DH78. ANCHORS TYPE 'A' ANCHORS TYPE M & 0' ANCHOn TY9B 'C' MOTH (9 FROM RIGHT A2 A9 A4 82/D2 83/05 84/04 C2 03 04 36' 42' 48' 54* 1 30.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 108.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 93.0 130.0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130.0 123.3 130.0 1300 723 ■ 108.4 130.0 95.1 130.0 1300 109.6 130.0 1300 65.1 97.6 130.0 85.8 128.4 130.0 98.7 130.0 130.0 78' 120.1 130.0 130.0 130.0 130.0 1300 1320 130.0 1300 100.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 85.8 129.7 130.0 112.9 1304 130.0 1 30.0 130.0 130.0 75.1 1120 130.0 9&8 130.0 130.0 113.8 130.0 130.0 887 100.1 130.0 87J3 130.0 t3a0 101.2 130.0 130.0 80.1 10.1 120.1 79.0 119.5 1304 91.1 130.0 130.0 . 111.5 130.0 130.0 130.0 130.0 1304 130.0 130.0 130.0 930 130.0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 119.8 130.0 104.8 130.0 130.0 130.0 130.0 104.8 130.0 91.7 1 300 130.0 93.0 123.9 815 130.0 130.0 130.0 585 83.7 1115 73.4 110.1 84.8 130.0 H.4; 1300 130.0 130.0 104.1 130.0 130.0 1300 130.0, 0 88.8 130.0 130.0 114.1 130.0 130.0 74.4 111.5 130.0 97.8 170.0 130.0 1128 130.0 130.0 85.1 97.8 130.0 85.8 129.4 130.0 98.7 130.0 130.0 57.8 88.8 118.7 75.1 114.1 130.0 87.7 130.0 130.0 82.1 78.1 104.1 885 102.7 130.0 78.9 118.4 130.0 - - 97.8 1304 130.0 128.4 130.0 130.0 130.0 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130.0 123.3 130.0 130.0 69.7 104.8 130.0 91.7 130.0 130.0 105.7 130.0 130.0 610 915 1220 80.3 120.4 130.0 112.8 130.0 130.0 542 81.3 708.4 71.3 107.0 1300 822 123.3 1304 489 73.2 87.6 842 88.3 128.4 744 111.0 130.0 .. _ 102' 91.9 130.0 1313.0 120.8 130.0 130.0 130.0 130.0 130.0 78.5 1149 1 . 130.0 100.7 130.0 1300 118.1 130.0 130.0 65.8 98.4 130.0 88.3 129.5 130.0 99.5 130.0 130.0 57.4 881 114.8 759 113.3 130.0 87.1 130.0 130.0 51.0 76.5 102.1 67.1 100.7 130.0 724 118.1 30' 36' 42' 48' 108' 88.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 72.3 108.4 130.0 95.1 130.0 130.0 1i 10 82.0 93.0 123.9 815 122.3 130.0 544 130.0 54.2 81.3 108.4 71.3 107.0 130.0 822 123.3 30' 38' 42' 48" 114' 82.2 123.3 130.0 1083 130.0 - 130.0 124.6 130.0 68.5 102.7 130.0 90.1 130.0 130.0 1039 130.0 r I 08.7 88.1 117.4 77.2 115.8 130.0 890 130.0 01.4 77.1 102.7 87.8 101.4 130.0 77.9 118.8 78.1 117.1 130.0 102.7 130.0 130.0 118.4 130.0 120" 68.1 97.8 130.0 85.8 128.4 130.0 98.7 130.0 539 83.7 1115 73.4 110.1 130.0 84.8 126.9 48.8 73.2 97.8 84.2 98.3 1284 74.0 111.0 SHEET 5 FOR pN TYPE W AT EACH SID OF JAMB AND MUWON TYPE '8' AT EACH SIDE OF JAMB AND MULLION TYPE 'C' AT EACH SIDE OF JAMB AND MULLION TYPE '0' AT EACH SIDE OF JAMB AND MULUON TYPE 'A AT EACH SIDE of JAMB AND MULLION TYRE '8' AT EACH SIDE OF JAMB AND MIJWON TYPE 'C' AT EACH SIDE OF JAMB AND MULLION TYPE 'D' AT EACH SIDE OF JAMB AND MULLION TO BE SPACED AS PER ELEVAT70N. 4' Ova t6. 151144YOUN MEW C Pt 0 16951 CA& MN SAN 2008 A4. 84. 04 1 drawing no. W07 -60 (ohet 4of 8 ) NOTE INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. ANCIMEN_ECESII: SEE A2 m 121 ANCHORS 82 = 2 ANCHORS C2 = 2 ANCHORS 02 = 2 ANCHORS A9 = 3 ANCHORS 03 = 3 ANCHORS 03 - 3 ANCHORS D9 3 ANCHORS 44 = 4 ANCHORS TYPE A' AT EACH SIDE OF JAMS AND MULLION B4 = 4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AHD MUWON C4 = 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON D4 = 4 ANCHORS TYPE '0' AT EACH SIDE OF JAM8 AND MUWON ALL OTHER ANCHORS TYPICAL ANCHORS SEE ELEV. FDR SWING 1SY [ WOOD DUCKS ° 4 a' o. °'o TYPICAL. ANCHORS SEE EWA FOR SPACING HORIZONTAL T1L� ONE PIECE INIERCHANGEGLE I HEAD & INTERIOR SNISHES NOT BY ES. WINDOWS ILWSiRATWE ONLY SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. WOOD BUCKS AND METAL STRUCTURES NOT BY ES. WOW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4' DW ULTRACON BY TLC° INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -3/B' MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1 -1/4' MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4' MIN. EMBED INTO CONC. INTO CONCRETE AND MASONRY a 2 -1/2' MIN. L NM WOOD STRUCTURE 1 MIN. _ _ . — — — • 1/4' DIA HETI KWIC CON I BY 1H111' INTO 28Y WOOD BUCKS OR WAD STRUCTURES WITH 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1 -1/4 MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4' MIN. EMBED INTO CONC. AtiagLEMEaSEM INTO CONCRETE AND MASONRY o 3" MIN, INTO WOOD STRUCTURE 1' MIN. ` - - 9/16' DIA WTRACON RY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES . WITH 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY W000 BUCKS INTO CONCRETE WITH 1 -1/4' MN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 - 1/4" MN. EMBED INTO CONC. INTO CONCRETE AND MASONRY m 3" MIN. LIMO WOOD STRUCTURE_ 1 MN. — _ f '0' 414 SUS OR Cfl F T11W1 I WR SCREWS ST/$I INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy ® 36 K51 MN.) I ALUMINUM : 1/8 THK. MIN. (6083 —TS MIN.) (STEEL IN CON= WITH ALUMINUM 10 BE PLATED OR PANTED) 6112328 FBGE OPSTANCES L INTO METAL STRUCTURE ® 1/2' MIN. L ;EMI drawing no W07 -60 (Sheet 5 at J2 F^ -1.780 '� .188 VW N0. PAVE WEBER OOMO= ONION MATERIAL MANP./81W a s - 1 E' 58005 1S NEU HOLLOW FRAME READ/Sal. 8006 -T6 - 4.988 1A ES8007 AS REDO. OPEN BACK FRAME HE I/581. FROME F 3B HOR120IiTAL FRAIE JAMB /6RA.LKIN 6063 -T6 8083 -T6 6006 -T6 - 2.780 1.760 3 ER800 A9 REM 8.000 3.780 128 4.000 3 L58001 AS REOD. - 4 855000 AS 5800. GLASS MCP 6063-01 - 9 ES8002 AS RECO. MIALION SNAP -M MA TE 8008 -TS - 6 ES8003 AS RECO. SHEAR CUP 8306 -T8 - ......_ _ ..� ' -L 7 - AS WE00. 0/169109 BULB CASKET VINYL. - 8 - - S'ARER/SLIONE STOP PIASOC - 9 10 - AS 5800. SEIiMO BLOCK IR 1/4 POINTS NEOPRENE 3/16 6 1/ 3.984 O HOLLOW FRAME HEAD /SILL 11 /12 2 1 -1/Y 4/ CORNER ASSEMBLY SCREWS PNS63 STEEL - 12 - A9 REIM SIMON STOPEIER STEEL - 13 - AS 9800 91.41/ON WOMB. STEEL - 14 - AS REOO. MULLION 80NFORCM0 BAR STEBEL - 4.588 3.750 2750 1.750 2.700 0 FRAME JAMB /MULU0N .078 TMp 375 1.472 4.534 8 3.388 OB4 TM aWw 3.738 .293 .124 6.884 OPEN BACK FRAME HEAD /SILL 4.988 3.750 t.76O IIIII 1.578 1 SNAP - IN MATE 13 STIF .070 VP. 37B p 1.000 1 .1� - r., / 4.800 1011 !n" IM MO 3.04- ® INTERMEWATE HORIZONTAL ' / ` ► , 4.000 3 .168 . r� 1.786 - 462 % % / 4 IA , fARG09 STRW -It FL L PE te@i97 CA% X30 .� -----, JAN 3 1 2008 aH6 A, t;+wv.fns crysrs tb0 Varkto D n$C 13 Apt .T j� yZ :i - b Fltl l . - r'r - L � : /_..; . _. .i.' • . T 1 1.117 1.000 drawing no. W07 -60 0 GLASS STOP 0 SHEAR CUP /!i_f 12 STEEL REINFORCING t4 38 105 MDR. (sheet 7o1 8 ) •..• • • • • • •• • • •. • • • • • ••.• • • • • •••• • • • •. • • • • • • • •••• • • • • •... • • • .. • • • ••• .• .. • • •• -•• • • .... • • • • • • • ••. • • • • • • •.•• • • C7ara P) W ) 6Y62 Ai-67 10 .57 . i d 5A0/.1°,,P 3/36 w id4 bM1 • CD Z7 Xti A kio 3 3)L o 2? x 2 7 .7&•ec-jo /. r-Frt VE -D BY DATE ZONING DEPT a BLDG DEPT yam' \ 7 Q.0-10 -4) 7 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •..• • • • • • •• • • •. • • • • • ••.• • • • • •••• • • • •. • • • • • • • •••• • • • • •... • • • .. • • • ••• .• .. • • •• -•• • • .... • • • • • • • ••. • • • • • • •.•• • • C7ara P) W ) 6Y62 Ai-67 10 .57 . i d 5A0/.1°,,P 3/36 w id4 bM1 • CD Z7 Xti A kio 3 3)L o 2? x 2 7 .7&•ec-jo Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. 0 erring Deseripdon of Window Product Acceptance Number Product Approval D '�ressnre 0 _D— _n re Rau p ening Shutter Re•mired „ es / `o MullionReguired, Y� F10 Impact Yes / No or Door or Mullion +) PSF () PSF +) PSF . PSF ,, .i / •.,,r o(, -0 7 ., I 1 6 5 ' 3 ox 4 iv6 *5 1 -d No .....*/ N ` .. v ✓ r — i 2 P. '5 le iva No - %'Qum, O6_9i7sr,ol 465 1&3 7G„e4o .kr;NAV.✓ 6 (.- o11.iroN H6.5 W Z7 x1 N &a ,,,r; NOV ,,,) Ole cItz ct, o 1 4`.> cj z i xy - (/s _____ 6 —.: - -30 .4 ..... ; NA ° 6_057 gf'_ci � '73 1Gx 1 )%x40 Vs -{ /S �1 •...4P / O tA2.roi 44,5 6 rte : , 'k _..� se,,..) tj Ww►/ 04 — i , L 2 4f of \ A4 S Cf5 -:.~ x2. /S , /;5. aS •- t %A I • 74.0444b - f- ,. . t to Vi (.4. dow wt 6 4.,J (note . ;. 1 06. o 29. 61 . , 47, tir tm 5 _Iszs2::. rva 4.1.2. r it..0 11 • • • • •••• • •• •• • ••• • • • •... - - •.•• •- • •••• •••• • • • • . .• . . - -- • • • • • .,.. • •• • • •• •. • • •• • • •• •• • • ••. • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36th Ave. Miami, FL 33147 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 (ARE). 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 ARE (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: " HT - 100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 06 - 341, titled " HT-100 Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by VJ. Knezevich, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the 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 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. INSPteCTIOli J oop of � entire NOA shall be provided to the user by the manufacturer or its distributors and shall be gvailjbl� toria Peotton at the job site at the request of the Building Official. This 146.fte tenest§ NOA # 064528.01 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & E-4 as well as approval document mentioned above. Tho'subm tted documentation tation vas viewed by Helmy A. Makar, P.E., M.S. • •• • • • • • • • • l "O • • • • • • • • • • • • • • • • -" jam •.. • • • • • • • • • • • • • • • • •• •• ••• • • • • ••• • ••• • • • • • • • • •• • • • • • • • • • •• •s • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov NOA No. 07-0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Page 1 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0816.02 A. DRAWINGS 1. Drawing prepared by Knezevich & Associates, Inc., titled "HT100 Accordion Shutter," Drawing No. 99 -802, dated July 23, 1996, revision 116 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 99 - 0036. C. CALCULATIONS 1. See Association's generic approval under 99 - 0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated August 3, 1999, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Company Inc., to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Company, Inc., dated August 3, 1999, signed by Mr. Frank S. Cornelius. 3. Letter by Knezevich & Associates, Inc., dated August 10, 1999, certifying that the drawing (No. 99 -802) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 96 -168). 4. Acceptance letter issued to Mr. Frank S. Cornelius on September 21, 1999 and returned signed by Mr. Frank S. Cornelius on September 21, 1999, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 1110.01 A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 99 - 0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. I: • • • lTF.T(A1. rpfTIFICATIONS • See•AFsdar'attan's generic approval under 99 -0036. ••••••• • •• ••• •• • • • •• •• • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • •••• • • • • • •• • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 01 •• 0141 • • • 000 • • E -1 A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Hurst Awning Co.. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. Acceptance letter issued to Mr. Frank S. Cornelius on December 7, 1999 and returned signed by Mr. Frank S. Cornelius on January 11, 2000, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.09 A. DRAWINGS See NOA 02 0315.09 (General Notes) B. TESTS See NOA 99 1110.01 C. CALCULATIONS See NOA 99 1110.01 D. MATERIAL CERTIFICATIONS See NOA 99 1110.01 E. STATEMENTS See NOA 99 1110.01 F. OTHER See NOA 99 1110.01 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 024227.02 A. DRAWINGS 1. Drawing No. 02 -643, titled "HT100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by V.J. Knezevich, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 02 - 0799. C. CALCULATIONS 1. See Association's generic approval under 02 - 0799. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. •• ••• • • • • • •• • • • • • • • • • • •• ••• •• • • • •• •• • • • • • • •• ••• • • • •• • • • • • • • • • • • • • • • • • •• • •• • • •• • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 060 • • • ••• • • E -2 �Xe I A. Makar, P.E. M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated December 19, 2002, certifying that the drawing (No. 02 -643) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 02 -458). 2. Acceptance letter issued to Mr. Frank S. Cornelius on January 14, 2003 and returned signed by Mr. Frank S. Cornelius on January 15, 2003, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0328.01 A. DRAWINGS 1. Drawing No. 06 -341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 - 0321. C. CALCULATIONS 1. See Association's generic approval under 05 - 0321. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 - 0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated March 14, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Co., Inc. to use the test results approved under Miami - Dade County Approval No.05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Co., Inc, dated March 21, 2006, signed by Frank Cornelius. 3. Letter by Thornton- Tomasetti Group, dated March 14, 2006, certifying that the drawing (No. 06 -341) prepared for Hurst Awning Co., Inc , signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic • • • • • drawing • (No.05 -509). • • •••••••• • • • • • •• ••• •• • • • •• rt y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 .• • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • . • • ••• • • .• • •.• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • ••• • • E -3 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 05 - 0321. C. CALCULATIONS 1. See Association's generic approval under 05 - 0321. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 - 0321. F. STATEMENTS 1. Acceptance letter issued to Mr. Frank S. Cornelius on October 28, 2007 and returned signed by Mr. Frank S. Cornelius on October 29, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. • • •• • • • •• • • • • • • • • ••• •• • • • •• .. • • • • • • • • • • • • • • •• • . • • • • • • . • • • • • • • • • • • • • • • • ..• • • ••• • . • • • • • • ••• • • ii • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • •• • • • • •• • • • • • • • • • • •. • • E -4 A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 .k83 0 0 0 t , t2 t2 2 N N N .048' 3.840" MAX. 1.840" (TYPE) 1.533 " .055" APRA -.136 11 J du 08/14/2005 3 3 0 b 1 t� 7"6' x'.0 HEADER -CLG. OSCALE, HAL O . HA EE UMMEM SCAL 3 993" • 4.478" O ALP SIZ e Be!OIRE 4e - 0: 2Q. OI AardGa, a ^:0 4 Uaa r::rQ l► /K1 . Inv =cam ptO5 d• 11z>�n• 0314,1011 • 45^ tip O CALEB HALP SIZE 011/1266121M L {" AAOE CDUNTr BROQU�T gLEppCUpNETNryTgg gp CO A T OL DIVIISII KE ACE HLT D E E¢NpTp gNUT7@q S TEM ANA), NO �,zooc. NCNp p F Ep ED 2 APPROVAL DOCUMEN TS N• INCREASE IN ALCOWAB 8 Rg M US M THE PASTENER ANALYSIS. 851(680 3. W V E L DCI T T Y. FOR C ND 1.0 CA LCULATIO N 5 0 0i A ORDANLH TNE�A BUILDING CC000 2004 A DIREC FACTOR OP Kd .0.85 SHALL BE USED. P0R 5 4. TE- SPECIFIC APPLICATITION OP TNIBESXUTTDER SYSTTEhI INFORMATION US S. E T OHE P FLTHORIDA ESE APPR AOMINi t TT VVEE CC OVAL D SHALL COMPLY WITH CHAPTER 61G15 -23 OP 6 (M�QE8(8pT5E1NI D V M11e O C N ONTRACT S OR V THAT THE EXI C 5T�U[IS DETAILED DETAiLEO • H F E p E J tTHE FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRAT 5 CO YI 1I C-1`:43_4 g41 0. EACH SHUTTER ASSEMBLY SHALL � B E E � P • E 1 RMANENTLY LABELED AS FOLLOWS+ etc onmat a WI•l1Y APPROVED 16� N�T�[Ip`, CN 6 MECHANISM MQC � p6p �SXAI BE L 7Ep OCKEg� 70 CLOSURE 10. NU P+ICAN SHUTTER EAI807551 0 34. I A LOCXIND P ROVIN 11. 57088 y H A U1 � TT E ER EXTRU SHOWN SHAL BE 76 ALLOY.. U 12. OO P RIVETS TO B gg E 3516'0 SMOSA ALUM M 78851 .8 07 OP 60 K..SL. U .O. N . 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS !VELD CONDITIONS REQUIRE 14. REMOVABRLC*85X085 SUCH ASOPOWERS CALK-W ANCHORSG LOCATIONS. USE IMO 0 S CAL + L E N .326" 2.373" 15. OFPSICE• PAT4187 8084 785 270NTED WITH THE U.S. PATENT AND TRADEMARK OWE 1. 51 AL 2E (T '.2) .620" .472" I.D. { -.612" O.D. 1° N � - I .2114 1.350" 1 .1500" fY�9!L71 3 te O S AL •HX ITS 095 .442 O f� 1L , A HALF S L 1_ +wuQ D:E 2 [ I E STAINLESS STEEL ASSEMBLY .320 "0 HOLE 8X, IN PLACE 251" Dg10EJ0 6'RATTOP. 125AEH L �SIZE t1/ t 0 WALKOVER SILL 18 5(11 +N rs O LP TOF EOROAI " " "' Cana SCA ULL IZE` SIZE N N N 1.533" LOCKING ARM ALIGNMENT INSI 13 I CALE. S A I t = .200 S E AL - r SIZE HAND 21 li u_�; SC ALE. HALF SIZE 095 • • � !•1' 1 C • LE. AL • • •••• • • • •• t (TYP .025 1 1.250" 4 p 1� 1S END SLAT SCALE. HAL SIZE 1.250" 250" 1.250" ro .05 .055 " .500 rz 3.283" L 0 A C L + HALF 12 Set E+ HA LP 512E O SCA :: H .465" O (ALE MATE 1 C 10 zIr5I100) @C.ENTER MATE 2 (W7W venom HALF SIZE SCALE HALP SIZE •• • ••• • • • 1.•' • • • • ••• • • • ,4 . 135 R PRODUCT REVISED* • •• •oop0y) 8,�theF11 • • • • fiteepOlnce No • • Eipatten lint • • •• • • • •• •• V J. ICnezev P F. limn No o • OC1N83 *oft*, VARIES - NO LIMIT ALT. LO ATIO F LOCKING MECHANISM AT S70E - BOTTOM TRACK LOC 1 G M C ANISM OR BELOW CENTER (SEE GENERAL NOTE 10) 'TYPICAL ELEVATION N.T.S. - FASTENER 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY , ACCEPTABLE SECTION TOP TRACK ( � Y cE FASTENER SCHEDUL 7 PLAN VIEW FROSHUTTER . (SEE SCHEDULE SHEET 5). DISTANCE TO BE SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. • 1 A k EXISTING GLASS B!B>L�•lt�i /.rT•4111NOBgl�\ -.11111 0 IIII� (TYP.) SINGLE ARM LOCKING MECHANISM AT CENTE LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER ALGAL IRAN VIEW STALE, 3- • 1• -0•• 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS (B 6" 0.C. OPTIONAL JOINT BETWEEN BRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSION l'4 REMOVABLE AND SILL BEFORE ASSEMBLY FOR I M_ B F. F TRA CK DE SCAL r. 1'- " SEE S CTION B 0 SHEET 3 FOR COMPLETE INFORMATION REFERENCE NCH P SCHEDULE FOR MAX. SPACING worm ISECE!®AIO S AC LEA 1 -G " • 1' -6 FASTENER 21." O.C. p FOR ANY AC SCHEDULE ANCHOR). SSE OPTIONAL ACCESS HOLE EXISTING STRUCTURE SINGLE ARM LOCKING OR SIDEIOFSHUTTER. LOCK MAY BE INSTALLED ON -1/4 INSIDE OR OUTSIDE OF SHUTTER ANGLE ARM .OcK N.T.S. 2" M SINGLE ARM LOOC 715. SINGLE ARM LOCKING OR SHUTTER. LOCK MAY BE INSTALLED ON , INSIDE OR OUTSIDE OF SHUTTER [IAN VETS [SEE ANCHOR 21." HEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) + I I I U y ✓ OPTIONAL REMOVABLE FLOOR TRACK DETAIL " . OPTIONAL SUN HAND T. . O�TIONAL CLOSER HANDLE N. S. 9 MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE. 1" • 1 -0" E FASTENER SCHEDU 1 -1/ MIN. 3/4" MAX. 1 "xrx 1/8" 3/16 "0 POP ANSI IA00 JOINT BETWEEN FIXED SIL LE AND NYLON HANDLE NYLON HANDLE MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE MEASURED PROM OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. - -- - MMUS BUSHING t 12 � 7/16" O.D. 0.63" LONG NYLON MI BUSHING t231 • _, IAII��6 o • 0 x 2" SMS. MANUFACTURED FROM 1 44100HT OR 18� -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 ITYP TOP & BOTTOM).TEEL WASHER 0 1111 1!191 1 -3/8" 0.D. x 0.90" LONG NYLON 1 ARUM, BUSHING @ FROM 3" 5 0HT STAINLESS 41 STEEL W/ XYLAN 52 FL COA & .460 "0 x .050" THICK 300 C ( TOP& BOTTOMIEEL WASHER SCREW BUSHING & ROLLER/ SING ASSEMBL LE. ALP SIZE FASTENER (8 24" 0.C. (SEE ANCHOR SCHEDULE FOR ACCEPTABLE NAL •••• Et • 1• -f° • SSELY • •B8,;L8•Ce:: • Aer�.a:::.:•.: iz p �� 2 ti 0� • PTIONAL LOCATION• • L*fr. -• $•-;'^ 0 1 3 0 CONN TIO NCH � O E • •,• SCHEDULE FOR MAX. 8�•,- :,, "`. I .LIq:��,,�rd SPACING • •�{p:� • • • • EXISTING • • • • STRUCTURE •••• •••• ••• UGI SEE SECTION L ON SHEET 4 • • M CEP.clxedo ° -� � Zf - FOR COMPLETE INFORMATIQIt • • F�c 4s60c!e • /TM/ - R CONN CE ON ANCHOR • • 5 � SCHEDULE E FOR MAX. • ry11nm� d - 4d ' • yidzlnn RL710•T • • • •• • •••• • •• • • • •••• 0911 4/2005 I • vJ • 06 -341 she 291'2 ANCHOR SCHEDULE FANNIES mom SPACING MOEN IUD FOR VANS DESIGN LOADS AND SPANS - anus USCG ANCHDRTYPE LOAD IW) P S.F. MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. r EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOM 1) SPANS UP TO B' -O" an NOM) SPANS UP TO 9' -O" au Ham 1) SPANS UP TO 13' -1" Ds N0181) SPANS UP TO 5' -B" Isamilsri SPANS UP TO B' -0" NES MIS 1) SPANS UP TO 9' -O' ISES RUM 1) SPANS UP TO 13' -1" NEE MINN CONNECTION C1 NOTES) C2 C3 TYPE C4 C5 CONNECTION C1 DG C2 NOTE C3 TYPE B C4 C5 CONNECTION CI C2 NOTES) C3 TYPE C4 CS CONNECTION C1 (SEE C2 NOTE C9 TY 3) C4 CS CONNECTION C1 (588 C2 NOTE C3 TYPE 8) C4 CS CONNECTION C1 NEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 NEE C2 NOTES) C3 TYPE C4 C5 CONNECTION C1 (EE NONE C2 C3 TYPE 3) C4 C5 9 9 ; ..0166N114 1,,,,416? 45.0 12 12 12 7 4 9 9 9 5 3 8 8 8 4 00,1 5 3 3 3 ' 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 57.0 10 10 10 5 3 7 7 7 4 6 5 5 3 0 4 A 11 11 11 6 4 8 8 8 4 A 7 5 6 4 5 A AA 3 MIN. W/ iiio A EMBEDMENT 73.0 7 7 7 4 2 5 3 3 3' Nam "� 8 8 8 5 3 � 6 3 33 3 IS r' 3 ' Cd ,95.6 5 .t %ia�ir, ` % /%% 6 %% / %i�i�i / 712 S /% 3 / 5 " %'I 170.0 4 ANZO1 a 4 VA%N 4 "A 270 2 iAr/.1 9/1K1 s SA 3 W. 5 'r 3 �qC * }� pl W I 7 //5 POWERS T STEEL STAINLESS STEEL MAOQNE SCREW 45.0 12 12 12 7 5 11 11 11 5 10 4 7 12 72 12 12 7 12 12 12 8 12 12 7 B 5 57.0 12 12 12 6 4 9 9 9 4 8 3 5 Flip 12 12 12 9 5 11 11 11 6 II �; 8 9 5 7 / m 4 4 AI 73.0 10 10 10 4 3 7 3 / 6 ' j 3 i 5 12 12 12 7 4 9 5 4 5 3 6 4 1 105.0 7 3 3 3 0 � ir � � � mom 5 Kar 5 � A � '�/ iI� %� �/ 7 MN 4 Ern ©� 170.0 5 A//'S 'O' 5 P ,r" I 5 O "'rKed2 P /�/��/ �/J///.�� / e 7 MO VI 4 ' 45.0 12 12 12 7 4 8 B B lip 7 7 7 4 % 5 � ^ 7 9 8 p 9g j 3 1 U r ---- '7 57.0 9 9 9 6 3 6 6 A 6 4 5 3 / 4 '� 10 10 10 7 4 7 7 5 A 6 4 1/4 POWERS NAIL- 1N -u6 MIN. EMBEDMENT .0 7 7 7 4 % 5 3 ' 3' © "" 4 20E2m ; 5 %2 3 FS 4 A " 3 % 105.0 5 2=2II�! %COI 4 f% % /�� 6 4 0 2 PAP 3 4 Ea 3 170 4 /43 , W", 4 2A'O 4 2062 3 re �i/Z.I�/ii 12 12 �y��� 10 6 12 //�VI 12 12 7 4 4'��%I 12 12 12 6 �O� 4 4'1 B 6 6 pp ,. 3 op Ati * iF -� 1/4 EL[0 MALE/ FEMALE 474I EMBEDMENT ED S W IT X N TT 45.0 12 12 12 9 5 12 12 12 11 11 5 57.0 12 12 12 7 4 10 10 10 7 8 4 3 33 12 12 1212 1 2 12 6 B 4 5 B 10 4 10 4 10 4 S 3 9 7 3 7 8 3 5 4 3 73.0 11 11 11 5 3 4 3 3 3 4.0 105.0 8 4 4 3 �8�� Pi " 3' 6 " 3'IIEZE/i / VAWAAVA:12 6'2 3 ' 6 KO/ 3 ' 170.0 6 `./,I�JSIVAD 3 ' 6 KO 3 ' 6'2 3 E� //i'reYWAa% 6 ON 3 ' 6 2' 3 11.,,,,,,, ", ' °' ° °' "'" :=Fm` : =F m `"'"""""""'''""' "'"""""""'''""' 4, ;( d T Ap / H A 45.0 12 12 12 10 5 11 11 11 7 10 6 7 4 % 12 12 12 12 7 12 12 12 9 12 12 12 8 57.0 12 12 12 8 4 9 9 9 5 8 5 5 3/ 12 12 12 10 5 11 11 11 7 10 8 9 IN 7 pp 73.0 10 10 10 6 3 7 4 3 4 A 6 A A 3 / 5 2 / 3/ 12 12 12 7 4 8 5 4 5 7 3 3 7 � 105.0 7 3 3 4 52 3 0. 5 n'2 3 2KI /�� 7 r eed 4 40 2 %7 7 VA 24 170.0 5 .�� FY/2 5 yrd 3 P 5 �� 3 �fw/�A��icto 7IO2 45.0 12 12 12 10 5 11 11 11 7 10 6 7 4 % 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 5 57.0 12 12 12 8 4 9 9 9 5 8 A S A 5 pi 5 3 , 12 12 12 10 5 11 11 11 7 4 10 8 9 6 7 A ppi 4 1/4 Q EX '4 07488074057 73.0 10 10 10 6 3 7 4; 4 6 3 5 04 3/ 12 12 12 7 4 8 5 4 5 3 7; 3 4 7 4 105.0 7 3 3 4 ' � 3 ' 5 " 3 2 5 3 2 1y WA 12 7 ' Y. 4 ' 7 „ 4 175.0 5 ,��01C�I /� 3 � 5 PM 3 � j " WS 5 05.1 3 % fr�,���.���� 7 01 �0 4 � 7 V� 4 V4 A � � T N El SPANS AND LOADS gy�ppy �p�y�N NNQpp� pp p gpQ p�� 1. IN TMIABI 1. PA E 5 , ER SPANSFON a SPE� B �LDNITED TO ?NOSE 2 EOUA AN TYPE ANO DIST SELECT D ESIGN LOAD gREATER EXISTING E OO NEGATIVE IV SDESIGNR LOAD 3 ON SHUTTER AND SELECT SPAN GREATER REFERENCE TRUCTURE AN A C ANCHOR ION�TYP SE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY, FI VE G R IFYRTHAT RF ASTENERS A INT° ApDEQU CD MEMBERS, RS, NO PIEC W00D. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR sIDE •••• • • , • • • wpt 813 ot& • • • e�BEaaer+o _O 1 ZED I •L ••• 7. WHERE LLA I S CATED N CENTER NA RO RO IN F L Cr 0 4 STUD FRAMING $` TAD E NE R • • u ' OF E S U TH T E R N PI N E ^ 0-0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE • • • • •••• • PHILLIP PAN HEA OR HEX HEAD. 8. MACHINE BASE AN C OR AND BOLT), HAVE EITHER A PAN HEAD, TRUSS HEAD OR WAFER • • • 46,6, ICTRN, t, • • Su Col trhh 1ha BUIdIU8 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES• • •Ayftjoe6 No 06 -' • •p' • INN Date i /klf o 10. • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE* SCREW, NUT OR WASHERED WINGNUT. / . mad 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR • SPACING SHALL NOT EXCEED. ow , 8 -1/2" O.C. 12. FOR BUILD - OUT MOUNT SECTION E©ANCHOR SPACING SHALL NOT EXCEED • • • 6" 0.C. • •• • • • •• CC LU 1- 1- z 0 CC 0 0 a 0 0 81. I O! CUM V.J. Knezev)ch R lka M 8010511 2006 p 0 a M 09,412 BM R 08-341 1 shoat 7 of 7 ANCHOR SCHEDULE FASTENER NAT SPACING WOES) READ FOR VARIOUS MEN TOADS AND SPANS -3u Ic •tsoa MICHOR TYPE M LOAD M MIN. Y EDGE DISTANCE M MIN. 3' EDGE DISTANCE SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TO CONNECTION T (SEE N NOM 3 TYPE C CS C CONNECTION T (>EE N NOTE 3 TYPE C C5 C CONNECTION T (SEE N NOW 3 TYPE C CS C CONNECTION T Cal N NOTE 3 TYPE C CS C CONNECTION T NEE M ME 3 TYPE C 05 C CONNECTION T (SEE N NOW 3 TYPE C 05 0 CONNECTION T 02 C C3 C TYPE C C5 C CONNECTION T (481N0T83) 03 0 TYPE 05 1 ;E41i1i4111i16iN1111Witni\, 5 45.0 1 12 • • 12 1 12 1 12 7 7 1 12 1 12 1 12 8 8 5 5 1 12 1 12 1 12 7 7 4 4 1 10 5 5 5 5 5 5 3 3 1 12 1 12 1 12 1 12 9 9 1 12 1 12 1 12 1 10 6 6 1 12 1 12 1 12 9 9 5 5 1 11 6 6 6 6 6 6 57.0 1 12 1 12 1 12 9 9 6 6 1 12 1 12 1 12 6 6 4 4 1 11 9 9 1 10 6 6 3 3 8 8 3 3 4 4 / / 1 12 1 12 1 12 1 11 7 7 1 12 1 12 1 12 8 8 5 5 1 12 1 10 1 12 7 7 4 4 9 9 3 3 3 3 5 1/4.0ITW TAPCON W/ 7 73.0 1 12 1 12 1 12 7 7 4 4 1 10 5 5 5 5 5 5 3 3 9 9 4 4 3 3 4 4 8 8 3 3��4 4 4 1 12 1 12 1 12 9 9 5 5 1 11 6 6 6 6 6 6 4 4 1 10 4 4 4 4 5 5 3 3 9 9 3 3 3 3 5 5 3 3 170.0 8 8 3 3 / //: 4 4 7 7, 8 8 3 3 4 4/, 8 8 3 3/ 4 4/ 8 8 3 3 f f 4 4 9 9 3 3 3 3 5 5 3 3 9 9 3 3 3 3 5 5 3 3 9 9 3 3 3 3 5 5 3 3 9 9 3 3 3 3 5 5 3 3 } 4 45.0 1 12 1 12 1 12 1 12 9 9 1 12 1 12 1 12 9 9 6 6 1 12 1 12 1 12 8 8 6 6 1 12 9 9 9 9 5 5 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 10 1 12 1 12 1 12 1 12 9 9 1 12 1 11 1 11 9 9 57.0 1 12 1 12 1 12 1 10 7 7 1 12 1 12 1 12 7 7 5 5 1 12 1 12 1 12 6 6 4 4 1 12 5 5 4 4 4 4 1 12 1 12 1 12 1 12 1 11 1 12 1 12 1 12 1 12 8 8 1 12 1 12 1 12 1 10 7 7 1 12 6 6 6 6 7 7 ICI 73.0 1 12 1 12 1 12 8 8 5 5 1 12 9 9 9 9 5 5 4 4 1 12 6 6 6 6 5 5 3 3 1 12 S S 4 4 4 4 1 12 1 12 1 12 1 12 8 8 1 12 1 12 1 11 9 9 6 6 1 12 8 8 8 8 8 8 5 5 1 12 6 6 6 6 7 7 5 5 105.0 1 12 9 9 8 8 5 5 4 4 1 12 5 5 4 4 4 4 3 3 1 12 5 5 4 4 4 4 3 3 1 12 5 5 4 4 4 4 1 12 1 11 1 11 9 9 6 6 1 12 6 6 6 6 7 7 5 5 1 12 6 6 6 6 7 7 5 5 1 12 6 6 6 6 7 7 5 5 170.0 1 12 5 5 4 4 4 4 3 3 1 12 5 5 4 4 4 4 3 3 1 12 5 5 4 4 4 4 3 3 1 12 5 5 4 4 4 4 1 12 6 6 6 6 7 7 5 5 1 12 6 6 6 6 7 7 5 5 1 12 6 6 6 6 7 7 5 5 1 12 6 6 6 6 7 7 5 5 45.0 1 12 1 12 1 12 1 10 6 6 1 12 1 12 1 12 7 7 4 4 1 12 1 12 1 12 6 6 4 4 8 8 4 4 4 4 4 4 4 12 1 12 1 12 1 12 1 12 1 6 1 12 1 12 1 12 9 9 5 5 1 12 1 12 1 12 8 8 4 4 9 9 5 5 5 5 5 5 3 3 ( ) 5 1 /4v POWERS 7 73.0 1 11 1 11 1 11 6 6 3 3 8 8 4 4 4 4 4 4 4 4 7 7 3 3 9 9 4 4 / 6 6 3 3 a a 1 12 1 12 1 12 7 7 4 4 9 9 5 5 5 5 S S 3 3 8 8 3 3 3 3 4 4 7 7 4 j 4 4 105,0 8 8 4 4 4 4 4 4 A A,/ ' '�/'�E � //i/�ATlZfii/ / /r/�I 4 4 170.0 • • / / / /��/�A�/� I I A Arlill/ / �/EI///��/��/'�g/��//� *111= 4 45.0 1 12 1 12 1 12 1 12 1 11 1 12 1 12 1 12 1 12 7 7 1 12 1 12 1 12 1 11 6 6 1 12 8 8 7 7 7 7 4 4 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 8 8 1 12 1 12 1 12 1 12 7 7 1 12 8 8 8 8 8 8 5 5 57.0 1 12 1 12 1 12 1 12 8 8 1 12 1 12 1 12 9 9 6 6 1 12 1 12 1 12 8 8 5 5 1 11 4 4 4 4 6 6 3 3 1 12 1 12 1 12 1 12 9 9 1 12 1 12 1 12 1 11 6 6 1 12 1 12 1 12 1 10 6 6 1 12 4 4 4 4 7 7 4 4 73.0 1 12 1 12 1 12 1 10 6 6 1 12 8 8 8 8 7 7 4 4 1 12 5 5 5 5 6 6 4 4 1 11 4 4 4 4 6 6 3 3 1 12 1 12 1 12 1 12 7 7 1 12 8 8 8 8 8 8 5 5 1 12 6 6 5 5 7 7 4 4 1 12 4 4 4 4 7 7 4 4 105.0 1 12 7 7 7 7 7 7 4 4 1 11 4 4 4 4 6 6 3 3 1 11 4 4 4 4 6 6 3 3 1 11 4 4 4 4 6 6 3 3 1 12 8 8 7 7 8 8 5 5 1 12 4 4 4 4 7 7 4 4 1 12 4 4 4 4 7 7 4 4 1 12 4 4 4 4 7 7 4 4 170.0 1 11 4 4 4 4 6 6 3 3 1 11 4 4 4 4 6 6 3 3 1 11 4 4 4 4 6 6 3 3 1 11 4 4 4 4 6 6 3 3 1 12 4 4 4 4 7 7 4 4 1 12 4 4 4 4 7 7 4 4 1 12 4 4 4 4 7 7 4 4 1 12 4 4 4 4 7 7 4 4 il ou.........au.,.„. 4 45.0 1 12 1 12 1 12 1 12 1 11 1 12 1 12 1 12 1 12 7 7 1 12 1 12 1 12 1 11 7 7 1 12 8 8 8 8 7 7 4 4 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 9 9 1 12 1 12 1 12 1 12 8 8 1 12 1 10 1 10 9 9 6 6 57.0 1 12 1 12 1 12 1 12 8 8 1 12 1 12 1 12 9 9 6 6 1 12 1 12 1 12 E E 5 5 1 12 4 4 4 4 6 6 3 3 1 12 1 12 1 12 1 12 1 11 1 12 1 12 1 12 1 12 7 7 1 12 1 12 1 12 1 10 7 7 1 12 6 6 5 5 7 7 7 7. 1 9 6 105 0 1 12 8 8 8 8 7 7 4 4 1 12 4 4 4 4 6 6 3 3 1 12 4 4 4 4 6 6 3 3 1 12 4 4 4 4 6 6 3 3 1 12 1 10 1 10 1 6 1 12 6 6 5 5 7 7 4 4 1 12 6 6 5 5 7 7 4 4 1 12 6 6 5 5 7 7 4 4 170.0 1 12 4 4 4 4 6 6 3 3 1 12 4 4 4 4 6 6 3 3 1 12 4 4 4 4 6 6 3 3 1 12 4 4 4 4 6 6 3 3 1 12 6 6 5 5 7 7 4 4 1 12 6 6 5 5 7 7 4 4 1 12 6 6 5 5 7 7 4 4 1 12 6 6 5 5 7 7 4 4 45.0 1 12 1 12 1 12 1 12 1 11 1 12 1 12 1 12 1 12 7 7 1 12 1 12 1 12 1 11 7 7 1 12 8 8 8 8 7 7 4 4 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 9 9 1 12 1 12 1 12 1 12 8 8 1 12 1 10 1 10 9 9 6 6 1/4.0 g fygE7FLEX 7 57.0 1 12 1 12 1 12 1 12 8 8 1 12 1 12 1 12 9 9 6 6 1 12 1 12 1 12 8 8 5 5 1 12 4 4 4 4 6 6 3 3 1 12 1 12 1 12 1 12 1 11 1 12 1 12 1 12 1 12 7 7 1 12 1 12 1 12 1 10 7 7 1 12 6 6 5 5 7 7 4 4 73. 1 12 1 12 1 12 1 10 6 6 1 12 8 8 8 8 7 7 4 4 1 12 6 6 5 5 6 6 4 4 1 12 4 4 4 4 6 6 3 3 1 12 1 12 1 12 1 12 8 8 1 12 1 11 1 10 9 9 6 6 1 12 7 7 7 7 8 8 5 5 1 12 6 6 5 5 7 7 4 4 ANCHOR SCHEDULE FASTENEE N000RNM Man 02•21113) MOWED POR VAIIOUS OMEN SM1 LOADS AND S LOAD _ MIN. 3/4 EDGE DISTANCE (Wl SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5' -6' 8' -0" 9• -0•• 13• -1•• ANCHOR TYPE MAX. (SEE NOTE 1) ORENDTE1) NNOIE EE N0T81) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE ENO183) (SIMNOTE3) (SEE NOWE3) (SEE N0153) 1) C1 C2 C3 C4 CS 01 C2 03 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 9 4 12 9 9 3 3 � � IlMi;tR nom,. 57.0 12 12 12 7 5 12 12 12 S 3 12 12 12 4 3 12 5 4 3 /./ 1/40o / M T LAO W/ 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ 12 5 4 3 ' PAALLEL OR PERP. PENETRATOR SHEAR - 105.0 12 9 8 3 9 12 5 4 9' 12 5 4 3"/ 12 5 4 3 TO W000 GRAIN 170.0 12 5 4 3 /,/ 12 5 4 3// 12 5 4 3 /12 5 4 3 "MIS 3SIX3 I SEE PAGE 7 FOR ANCHOR NOTES I • • • • •••• • • TRENRtw • • • • alawalylog with 4237 • 133161n3 Cwo •••aa7'•/^:,.- .0. . .0 ••• • • gy Ltr, • Wl161:. <'. ct **mai WTIckR ••• • • • PIESVCT REVISED • • • as e0ma0gEDE with the Float • • 93333hreede • • A4.44CpeNo._ '•O • WI .P36 bats • / 1 -. 68 • • •• ivlslo! act Control • •. • • • • ••• ' Oe31 sheet 6 of 71 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN IPSF) TYPEA ALL MOUNTING CONDITIONS E�,XjC CtJ(E}(F) (FT - IN) ME DETAIL F ORD AI 3IN C E ANGLE REQUIRED 3 -3/4" B.O, (FT - IN) TYPBC DOUBLE ANGLE REQUIRED 3 -3/4" AX. B.O. MAX. (FT - IN) TYPED DETAIL QE 9 -3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 1e - 11 to - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12 -1 9 -4 9 -7 9 -7 56.0 11 -11 9 -0 9 -0 9 -3 61.5 11 - 7 8 - 7 8 - 7 8 - 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10 -11 B -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 - 71.2 10 -3 8 -0 E -0 8 -2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6 - 10 91.4 8 -0 6 -3 6 -3 6 -6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6 -7 5 -2 S -2 5 -5 120.0 6 -1 4 - 9 4 - 9 5 - 0 130.0 5 -7 4 -5 4 -5 4 - 140.0 5 -2 4 -1 ' 4 -1 4 -3 150.0 4 -10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 - 4 3 - 4 3 - 6 MINIMUM SHUTTER SEPARATION FROM GLASS ON) MINIMUM MINIMUM SEPARATION SEPARATION POSITIVE ACTUAL FROM GLASS FOR FROM GLASS FOR DESIGN SPAN INSTALLATIONS INSTALLATIONS LOAD (W) (FT - IN) I THAN OR EQ UAL TO 3 0' GREATER TH 30' ABOVE (PSF) ABOVE GRADE GRADE (INCHES) (INCHES) 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 - 1/8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 50,0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 -2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 60.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 - 7/8 1 - 7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 - 7/8 1 - 7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 - 1/2 • • 7 - 0 2 -7/8 1 -3 /4 90.0 8-0 2 -7p • 1 • 2 ••■1 11 - 0 3 -3 /80 • • 3- 3/41 • • 11 -6 3 «•••• 4 4 5 -0 2-76 %•••• 1 -1/2 7 - 0 2 -7/6 • 1 -3/4 100.0 8 -0 2- 70 *•• 2 9 -0 3 •••• 2- 3/4• 10 -3 3 • 3 .. - 0 0 2 1 V 1 n a 5 5 i 3 010 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY MIN (U SE FASTENER AN CHOR IN ANCHOR SCHEDULE) %,I �i_ BN.1 (D ALT. CLOSURE DET SCAL . 3" • T -0" MIN FASTENER p(((5� 24" O.C. ANCHOR SCHEDULE) �J O 5, DETAIL 1"x2"x 1/8" ALUM. ANGLE NOTE; EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O CORNER CLOSURE DETA0. P SCALE, 3" . 1 -0" 2 "x2 "x .125" ALUM. ANGLE CONT. N10 x 1/2" GALVANIZED SMS OR 9/16 "0 ALUM. POP RIVET 0) 1999" 0.C. 1" x 1" x .055" • 1" x 2" x .055" 2" x 3" x .055"' 2" x 4" x .055" OR 2" x 5" x .12 AL. ANGLE --010 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (0 18" D.C. 1 "1 "x.055 "• 2" x.055" 2" R 2" x 5 " .125" AL. AN EXISTING STRUCTURE w HALF OF(B) USEUIRED OR FEMALE AS ® CLOSURE DETAIL A L 8 NOTESt *10 TEK SCREW OR 5/16 "0 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON ALUM. POP RIVET 01 24" 0.C. MOUNTING CONDITION IN FIELD. ITYP.) TWO 1/4 "0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. ANCHOR; 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. MIN. SHUTTER SSEPARATION FROM GLASS MEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H3 A 2 OR ALLOY (1/B U BELO W 1/4 20 TRUSS HEAD CONCRETE) BOLTS 8 NUTS W/ LOCK WASHERS 01 4, ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. 1 -1/4" "r ` FLOOR MOUNT DETAIL X 1/4" MAX. A B L 8 2 XISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER ( 8" 0.C. ANY SCHEDULED FASTENER I5 ACCEPTABLE • • • • ii • 1 14 j � ODUCTREVISED •• RENgwee easmept 1B•sit6 PRIMO • • Oyp PI)* 'with the Ftor300 edam Ceo • • Scotia • At t$xsL.O - 08Y.2.0I A* sc,, . ° Z %.•0 v.v. - !..u ' 1/Ikll' or Es n Chalt 3 dO ttn •• Eft on • • • • • •• • •• xst Cierl • • • •••• Le W E- E- 0 O CC 0 U O O 1 V.J. Knezevlch n.wdmw Engineer FL Limn 9 .4.• 10981 11' • 06 -3•i sheet 5 of 7 1 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" 5' -0" 9' -5" Tw - .125" 8' -O" 8' -1" Tf o .125" 10• -0 7' -8" 2" x 8" Two .072" 8' -O" 11' -6" Tf -.224 10 10•_4• 2 " x 9" 5' -0" 15•_5 Tw o .072" 8' -0" 12' -5" Tf o .224 10' -0" 11 TWO 3/8 "0 POWERS CALK -IN 10 3 -3/4" 0.C W/ 1 -1/4 MIN. EMBED. IN 3 CONC. EDGE 4-1/2" I. OR FOUR 1/4 "0 ELCO CRETE -FLE go 3" 0.C. W/ 1 -3/4" EDGE DIST IN EACH ANGLE EXISTING STRUCTURE— TWO 3/8 "0 POWERS CALK -IN @ 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KS1 CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR �1/4 ELCO CRETE -FLE 0 EMBEDMENT " EDGE DIST. IN EACH ANGLE 5/8" MAX. 2" x 3" x 1/4" 6063 -T6 � ALUM. ANGLE I A /4 . ( &® THREE -1/4 "0 THRU BOLTS 1" MIN (MAX. DESIGN LOAD an PSF) Os ALE IPPORT BEAM DETAB. w ACCES HOLE rOe ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX DESIGN LOAD* 72 PSF) O •11 O.� l.ii: il [ 4. • S CA L 3". T -0 ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM . HORIZONTAL SNPANCS) R & NUT 5 12 M O CH USE THRU SHOWN IACCESS ETIQ LE AS —1/4" MAX. NOTE 1 DETAILS(0 ANDLJ) FOR 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM k 0F SUPPORT TO OF SUPPORT. a .ems z a a'ew� wXZ w 1- t0u =o 0 a F.Z Qa 2: X *ca gg S Nt0 LL OR W12 POP RIVET 6" 0.C. AL. 0EAKISEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4-20 5.5. MACHINE CHINE SCREW & ACCESS HOLE IN OF BEAM OR USE THRA BOLT AS SHOWN IN DETAIL Ty O ANGLE DETAIL USING CALK-IN ANCHOR SCALE , 3° -1'- 0" DRILL 5/16 "0 HOLE toe" © ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE . 3".1•- 0" OR DSOOR PLYWOOD AND STUCCO FINISH 5/8" MAX. DRILL 7/16 °0 HOLE DRILL 5/16 "0 HOLE 1.13" 3.70" SEE TABLE 2 r tC 1- 1 - 0, N X z Q REFER CE A SCHEDULE FOR MAX. SPACING 1/4' MAX. Z1/2" OPTION L N_ ]'Ig N n R F ERE C A F ERE C A NC OR 5 HEOULE FOR MAX. OrAL 6 ,3 ".r_" MOUeVT SECTION - USING r x 6" P.T. WOOD PLATE R s PLYWOOD AND II STUCCO FINISH 5/8" MAX. 1/2" 1/4-20 20 C. PROVIDE 1"0 HOLE 1 BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW 15 IN CENTER OF STUDS /4" PENTR. 1 " z 3° " x 1/8" OR 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD e72 PSF) 0 1M0-41g1. T SECTION - USING ALUM. TUBE EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. G SEE TABLE 2 61 O 3/16 "0 POP RIVET OR •12 TEK SCREW 1 6" O.C. (TYP.) } & SSE 5 LY IIIMUCTREXEMID tes®pNpiaz 6tSaUS FbOM• Bamng Cade Auntioanzo N,o —08 s:a i F0 NXrlsioo X Q `/4" MAX. 5/8" MAX. REFERENCE A SCHEDULE FOR MAX. 1/4" rMAX. 3/11,0 POP RIV! • (• (TYP.) •sM. • ••• • • • •• • EkItt5 t } �— , •••• • SPACING OIFIGA %dU�IT SECTION• • • • • FO WOD T E U SE 1/4 " 0 L C 3• 1 1 S ' "'� P NE TIO NI IINTO / W O O D " PLATE eb 12" O.C. TWO 1/4 "0 S.S. LAG SCREW 24° O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF TUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD= 72 PSF) ••• • • • • • • • •s 32NO1RICTREVlSED •• • • Ifo•rt•R1 8r: P10oT4 g I M' la geNo 0 7 3 Expiration Date • • • ..... . ....,.., •or•Coo •I • D • 0•• Ind CC W 1-- z _0 I O 0 U v O O VJ. Knezevich 1 FL License 1b_ 0983 x • 0 8 341 sh eet 4 of 7 0 W SEE TABLE 2 6R D w O 11/2 11 CONT. EMBED. -5/8" MAX. EXISTING CONCRETE MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. - R C2 CON EEC ON SC FOR MAX. SPACING ROLLER ASSEMBLY /2" TYP. EVERY OTHER 1/4" MAX. REFER OO NC TY P SCHEDULE FOR MAX. S 5/8" MAX. OR WOOD SEE ANCHOR SCHEDU TYP. R E CONNEC T CONNECTION O E SCHEDULE FOR MAX. SPA BUT DO NOT EXCEED 6" SPACING V CONT. 11 CONT PAP 7 1 1 1/2' CONT. ... 1/2" TWO 1/4-20 MACHINE BOLTS W/ NUT OR 014 TEN _SCREW 80 12" D.C. (TYP., TOP & BOTTOM) SEE TABLE 2 V y 9 -3/16" MA 1 ALT. ANGLE L DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP.). 5/8" 1/2' C CONN CE A O N C T HO SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA G 1/ " CONT. ex CO N OTE, gT�.1 p M 7 ET IL MAY BE USED AI O BUILLE: DOUT M OUNT SECT10N E SCA 3" . T "0" 24 Q GG TABLE 2 6R O - • 3/16 "0 POP RIVET aJ OR 6 ( W SSE LY 1 "x1 "x1/8" w ALUM. ANGLE rn W/ 3/16 "0 POP 1/4" MAX:- RIVETS [• 6" 0.0 EXISTING CONCRETE, @ OR WOOD STRUCTRE. SEE ANCHOR SCHEDULE, TYP. 5 CONNECTOR REFERENCE ANCHOR SC EDGE FOR MAX. 1/4 -20 MACHINE BOLT W/ & SOTTOM1 'C' tTYP., TOP ROLLER ASSEMBLY ct w TYP. EVERY OTHER P WO 1/4" MAX 1/4" MAX: . ILA!: u • S AL, T - '" 0. 0 l 1111 I \ 111' N . ( 6 S.C. TYP.1 1/4" MAX. �� -I Ein SLOCATIION tN LII ANGLE AN 7%4 O •• • SCHED�ULEC7FDONR MAX. SPACING EXISTING CONCRETE, MASONR OR W00D STRUCTURE. SEE ANCHOR SCHEOULE,TYP. 5/8" MAX. R FER NCE CHOR SCHEDULE FOR MAX. SPACING w 0 Wa SEE TABLE 2 REFERNCE ANCHO SCHEDULE FOR MAX. SPACING 5/8" MAX. EXISTING CONCRETE, MASONRY ANCHOR SCHE STRUCTURE, TYP. 0 = i11 _ •.1 EDGE DIST. OR�SOOR --- dia . a •11 1 1..91.! SCAL s -0" 1 " 3" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER (m 24" MAX. 0.C. REFERENCE SCHEDULE, EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL e'TYP. TOP & BOTTOM 1 1 1/4" MAX.- M14 SMS (A 24" 0.C. MAX. N • Z BETWEEN TRUSSES < 4.- d m N ^w L4 ` . 1/4" MAX - m CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES SEE SCHEDULE 1 TYPE CI �2 C 4 REFERE N TIO N T R , ,70, C1 CONNECTION TYPE SCHF FOR MAX. ' REFERENCE ANCHOR SPA G BUT DO NOT �! SCHEDULE FOR MAX. EXCEED 8-1/2" SPACIN J . SPACING 1/4 -20 MACHDIE BOLT W/ 'jir -. _ T 12" p C. 1 TYP., TOP laJ ,'' ''�i 1/4" W MAX. 3 -3/4" M WON -1/2 -1/2 aim `vIl� ` .4 . ` tms a. SEE TABLE 2 EMBED. REFERCHn SCHEDULE FOR MAX. SPACING WEE SCF' -- ' CONT - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES SE /8° MAX. 1/4" t7 '- MAX. o TOP & BOTTOM w 1/2° MAX– S O P. M SO T U T O _ "_ w. o . W e.., 0: 4* ~ a —1/4" MAX. : a � aJ 5 N �y x Zu EN EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM O UI LE D-OUT MOUNT SECTION 4" x 1/8° 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3 MINIMUM THREADED PENETR. "T" IN WOOD EACH RAFTER OF TRU 24" 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS • • •D •• • EINETNICT • •••• • ,deb Rxi &2Lt • • • • Vats 7• Si• te• • C2 CONNEC A N C T HP SPACING BUT FOR MAX. T EXCEED 8 -1/2" SPACING 5/8" MAX. — "L 1/4" MAX. • • 16 _` ODNNEiTION TYPE • UCT RE"-/..j / • REFERENCE ANCHOR SCHEDULE FOR MAX. x& Cade SPACING •• eo "°TeNe'G • Daen ` //ktrf $ • . • •• • • • •••• 1- o; U ' U 8 = Ds/14 /2005 1242 104 Street Miami Shores, FL 1122320300070 Block: Lot: JOSEPH APARICIO Owner Information JOSEPH APARICIO Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Type of Work: WINDOWS, DOORS, SHUTTERS No of Openings: 24 Additional Info: IMPACT/NON- IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Revision Fee Scanning Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $4.80 $1.60 $340.00 $35.00 $12.00 $9.00 $50.00 ($50.00) $8.96 $411.36 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Address 1242 NE 104 ST MIAMI SHORES FL 33138 -2660 Phone Invoice # WS -7 -09 -35311 WS -7 -09 -35311 Check #: 1208 Total Amt Paid Amt Due $ 367.36 $ 50.00 $ 367.36 $ 367.36 $ 0.00 WS -9-09 -35834 $ 44.00 $ 44.00 $ 0.00 Expiration: 01/20/2010 Valuation: Total Sq Feet: Date Cell $ 7,500.00 0 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment October 01, 2009 October 01, 2009 1