Loading...
1235 NE 100 St (13)inspection Number: INSP -6242 Inspection Date: 02/02/2006 Inspector: Desharnis, George Owner: THOMAS, LOUIS DE Job Address: 1235 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOUSE OF WINDOWS INC Building Department Comments Wednesday, February 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 eL Block: Permit Number: WS -1 -06 -117 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)796 -4922 Parcel Number 1132050080040 Lot: Phone: 305 - 887 -8767 Page 2 of 2 Passed Inspector Comments Q / , 5,-, `r —7-2 7 l`-' '� ..5 _ c p �-11-- z° � l/-' c-"ckel0U /fe ti < r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP -6242 Inspection Date: 02/02/2006 Inspector: Desharnis, George Owner: THOMAS, LOUIS DE Job Address: 1235 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOUSE OF WINDOWS INC Building Department Comments Wednesday, February 1, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 eL Block: Permit Number: WS -1 -06 -117 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)796 -4922 Parcel Number 1132050080040 Lot: Phone: 305 - 887 -8767 Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 7 R JAN 1 72O Permit No. VVv L 1 (T Master Permit No. ezi 11 /(3z0reP®f de Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 4,0 v / S `ac' / /role.{ /9--.4 Phone # 'v J - 7c- . V9 2 Owner's Address / 2 J /tie /9O ¢/— City /Y/A'iU/ fl7S'7t ,State F Zip 3 ?/)F Tenant/Lessee Name Phone # Job Address (where the work is being done) / 2 NC /Oe S City Miami Shores Village County Miami-D e Zip 3t' Is Building Historically Designated YES NO Contractor's Company Name r)')0. Phone # 1 Contractor's Address IG6 (? q 5- City Ei a (-ea State Zip O) U Qualifier � 1e I r e ( '1 State Certificate or Registration No. Certificate of Competency No. ee # o f 70 S D 0 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition ['Alteration Alteration ['New g Repair/Replace [I Demolition Describe Work: (2 __ p LAO-C (Q... I iv I)t9u.JJ Fri n 1. r1 (rijtC1 6 LG1 -g--S' 1PS (s7� j I Submittal Fee $ Notary $ Training/Education Fee $ Scanning $ l a- O Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Permit Fee $ 110 11V CCF $ ' .- CO /CC • Z.O. Technology Fee $ - 50 • 2_ 42.30 Square Footage Of Work: ...„71a Bond $ Bonding Company's Name 4 applicable) Bonding Company's Address Cit) State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a pennit 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 approyed a )einspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this .� day of , 20 Q r: by 1 C c / S (fit= 7//o' K-1 , day of c Z , 20'l f , by /&5 (- 7 , - )f/h<ic.� m is personally known to me. or who has produced wh is personally known to me who has produced - As . - n and who did take an oath. as identific. ' : and who did take an oath. NOTARY PUBLIC ,.., . �,.... 'I Sign: ,A...,_.✓i/i� Sign: (:?1 � fr i4/,l f l Ct> 7 (� r Print: ( Francisco Jrwql Vila Pr — �tt�' /f trf: �/ G: 4 ommission Expires: 012 f / d '; My Commission DD230913 M C ommission Expires: / 1 ! a w Expires October 28 2007 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** My C ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05 /13/03 Signature ;9/ r 1`/MY -e -- Contractor The foregoing instrument was acknowledged before me thus, / D ** *'Fun/ila * * * * My Commission DD230913 of roF Expires October 28 2007 * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BEPOSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMITNO.0 / / FOLIO NO. /1 --1,O -ao STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1 L �v S 10 1 (n 0 s. r at 1 ra --4t -t 1 s R-r) vt -c ff c. . 1 P 2. Description of improvement: 1 x Al,. l ,_' to td.) t tN 0 rp ,, l 6L_ w I Ao 0 P- 3. Owner(s) name and address: LOU/ S b E 1 9-S 12- 3.' WC iOoST a- t t Aim, 1 E /-13 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: N p ie ()J 1410 8-A) 14 r 141 ->f v9 Fc_ e1 of 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is spec Signature of Owner Print Owner's Name Sworn to and su -_ ' • befor -- is 4 day of Notary Public Print Notary' lame ! � My commission expires: ley 2-c a 123.01-52 PAGE 4 8/02 Prepared by ,20 Address: Franasco Joaquin Vila omm ssan D0230913 28 2007 111111111111111111111111111111111111111111111 CFM 21005R1255301 OR Biz 2401E Ps 2666 °' (1ps) RECORDED 12/06/2005 09:59:35 HARVEY RUVINv CLERK OF COURT e 9 MIAMI -DADE COUNTY' FLORIDA LAST F'AGE 1:ialik610 uJL / _ c s r fli o-be / acv d Issue Date: 1/18/2006 Owner's Name: LOUIS DE THOMAS Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1235 100 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/17/2007 Contractor(s) Phone HOUSE OF WINDOWS INC 305 - 887 -8767 Primary Contractor Yes Comments: REPLACED 12 WINDOWS FOR IMPACT GLASS RESISTANCE WINDOWS Type of Work: IMPACT WINDOWS No of Openings: 12 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable Taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -1 -06 -117 Phone: (305)796 -4922 1132050080040 Lot: Total Square Feet: Total Valuation: Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $220.00 $12.00 $5.50 $242.30 Invoice Number WS - 1 - 06 - 23493 Total: LIAN 18 PAID a ► Amt Due $242.30 - r GJe1-M-.1]. Amt Paid Z¢Zao NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. PB: 277 $ 5,200.00 4 BUILDING CODE COMPLIANCE OFFICE 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 ,; -1-66 /' i l (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 !. . Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend die 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 net 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: 1"x Std. Wall- Alnminnm Tube Clipped Mulllons APPROVAL DOCUMENT: Drawing No. 6620-1, titled " 1" STD. Wall Mullion Arrangement Detail", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/26/04, with revision "A" on 5/3/04, 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 Wssile 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 alter 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 er or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0701.05 and, consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 04- 0528.04. max NOA No 04- 0528.04 Explratlon Date: June 28, 2006 Approval Date: July 08, 2004 Page 1 C W . WlN12 (2) WINDOWS MUI I FD TOGETHER FOR DE7ERMININC MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1+42 MULL LENGTH = H 'C' OR V' BOTH PAS 1. FOR ANCHORAGE TYPE QUANTITY AND LOCATION REFER TO SHEETS Z 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT dr NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PR004C7 PROOI. T J M NUM (1) WINDOW MUD W /ONE ABOVF FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1+112 MULL LENGTH = W AN6:HORS TYPE $ C OR b' HON ENOS tit: 164 Robes L. Mark, P.E. PE 139772 Suoctural W - W1 +W2 14 N7+N2 (2) WINDOWS MUL 1 ED W /ON£ ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 IA1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 rroorotOCY A%VE P.C: Box 1319 NORMS, ft 34273 ■G(OLIS. FL 34274 ANOA7NS ML 'A' 7W(.' S: 111.E 6', 80711 ENDS 11.'1 BY: love.: C614 lb' lab.: '4.. 5/3/OA DAMI P.J.P. 4/28/00 Ebt byte ARRANGEMENT DETAIL 1" STD. WALL MULLION MULLS F N W - W1 +W1 +WJ N -N1 +142 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+W2 +W3 M4) MAX OPENING = W I +W2 OR W2 +W3 MULL LENGTH = H1 NOTATION s=w.. NTS Sheet 1 01 v ZW ib.11r ra1r. ! ov 6620 -1 Ilaal= wi C W . WlN12 (2) WINDOWS MUI I FD TOGETHER FOR DE7ERMININC MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1+42 MULL LENGTH = H 'C' OR V' BOTH PAS 1. FOR ANCHORAGE TYPE QUANTITY AND LOCATION REFER TO SHEETS Z 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT dr NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PR004C7 PROOI. T J M NUM (1) WINDOW MUD W /ONE ABOVF FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1+112 MULL LENGTH = W AN6:HORS TYPE $ C OR b' HON ENOS tit: 164 Robes L. Mark, P.E. PE 139772 Suoctural W - W1 +W2 14 N7+N2 (2) WINDOWS MUL 1 ED W /ON£ ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 IA1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 rroorotOCY A%VE P.C: Box 1319 NORMS, ft 34273 ■G(OLIS. FL 34274 ANOA7NS ML 'A' 7W(.' S: 111.E 6', 80711 ENDS 11.'1 BY: love.: C614 lb' lab.: '4.. 5/3/OA DAMI P.J.P. 4/28/00 Ebt byte ARRANGEMENT DETAIL 1" STD. WALL MULLION MULLS F N W - W1 +W1 +WJ N -N1 +142 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+W2 +W3 M4) MAX OPENING = W I +W2 OR W2 +W3 MULL LENGTH = H1 NOTATION s=w.. NTS Sheet 1 01 v ZW ib.11r ra1r. ! ov 6620 -1 TYPICAL Moll I ION TO MI lI 1 ION INSTAI LATION TYPE A" TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B" QI I. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET S. QUANTITY OF ANCHORS FOR MULL —TO —CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT.' QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPUCA1ON. -2. OR 41 1070 TEC/MQDGY GVthE NOKOMIS, iL 34275 TYPIC AI MULLION TO STRUCTURE WITH WOOD BUCK RFMOVFO FROM CONC. TYPE 'C" r 2" OR 4' OR 4"--I TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE '0" rer: 1" STD. WALL MULLION S.du/Yadel Scow 'Shoe. P.O. BOX 1529 NOKOMIS. FL 34274 MULLS NTS 2 w ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Ilw.e M• caw ore or. oat.: Kw/MVU.• F.K. 5 /3/04 A — ADO NOTATION orom er P.J.P. 4/28/00 a.upeba: CLIP & INSTALLATION DETAIL O.a.1ap No. R..: 6620 -2 A IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE READ FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1x MULL MULL SIZE A' 1 x2xb 1 x 4 x b MIN. FROM r�— ENDS (TYP) T MAX. MIN.J e 0E � 11Q y � ti9YHfD _rig �e"1"b t✓4Y 4- - .M— —eon 1" MULL CUP MULL Cl IP TWO (2) ANCHOR LOCATIONS FOUR (4) ANCHOR LOCATIONS DTRUS/ON DWG / 1099 EXTRUSION MG / 1099 aamparerb, .04 : T IND ES F.K. 9/7/04 pvm etc P.J.P. OM By: Iuour ° 4/28/00 L MIN. FROM END (TYP) CLIP W/TABS REMOVED TWO (2 ANCHOR LOCATION t7tTRUSION 061G / 1099 A ADD NOTATION 1" MUI L CLIP W/TABS REMOVED FOUR (4,1_,M LOCATIONS EXTRUSION TAW / 1099 ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 0 M ULLION CLIP ANCHOR LOCATION 2Itr' Robert 1. Clark. P.E. 1" STD. WALL MULLION Structural mucus, n 34275 NOKOMIS, 11 34274 MULLS 1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 PEl39712 1070 rraneotocY oink P.O. ear 1529 HULLS 1 NTS1 3 or 5 1 6620 ra S em: S1. °• �" �' A 1 4 1 8 (TYP) NOTE: 1. REFERENCE TEST REPORT FTC-2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 —T6 Robert L. dark. P.B. st $39712 structural 4 J ® -TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F.K. r .0.7 / 0 4 Leon P.J.P. 1070 TECHNOLOGY ORM P.0.. BOX 1529 NOKOMIS. FL 34273 NOKONaS ft 34274 --8 (TYP) Chia ' row Q 4/28/00 MULLS Rs.bbrr: A — ADD NOTATION SovM: NTS 4 or 5 PROFILES TRNN: 1 " STD. WALL MULLION ot.4.• �. 6620 -4 Row A ors 42 129 115 107 48 83 7 3 67 50.625 70 81 54 60 OPENING WIDTH IN INCHES 110 120 130 160 103 103 103 103 61 61 49 49 38 38. 25 25 2 An z 1x4x.125 4 Anchors 50 60 42 170 170 48 170 170 50.61 170 170 • 170 170 60 63 66 OPENING WIDTH IN INCHES 70 80 90 100 110 170 170 72 76 78 84 90 96 108 111 170 170 170 142 120 111 88 72 59 41 170 160 145 120 102 157 141 127 105 90 32 28 144 17 170 170 170 170 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE 2. DESIGN IS BASED ON OPENING CONSIDER ONLY TWO ADJACENT 3. REFERENCE TEST REPORT FTL —2 38 35 27 24 24 22 - - 30 28 27 24 18 16 16 20 19 19 17 81 49 38 25 20 61 49 38 25 20 120 130 160 170 170 170 170 170 170 , 170 170 176 170 170 170 170 I 170 170 170 170 170 170 170 ! 182 158 157 157 157 157 143 134 127 124 122 122 122 128 119 112 108 106 108 108 115 106 100 96 93 92 92 95 87 81 77 74 72 71 81 74 69 65 83 61 59 74 88 83 80 57 55 53 46 44 42 40 37 35 33 31 59 47 53 49 39 IN PSF. WIDTH. FOR MULTIPLE UNITS, i / /1. ti Ol UNITS AT A TIME. SEE SHEET 1. 51 902, 2903 AND 2975 Ruben L Clark RE PE 69712 Structural 1070 lEstmetocr NM' P.O. 130X 1529 ICKONTS. FL 34275 0U FL 34274 Vertical Mull I__Opening_l Width 1 Mull Length 1 Hortxontal Mull 1 Opening w Mull Length Multiple Mu led Units iilt Mull Length \Opening Width TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F.K. nyvo. 1— A - ADO MUTATION 'VT it4 .P.J.P. 4/28/O0 awn sfruEs PRESSURE CHARTS 1" STD. WALL MULLION Safir,41 Sorde: Mart MULLS NTS 5 a 5 1110111ULTIONIND i lb MOS areseurer Orvoing 6620 'kw M1A MFDADE BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE PGT Industries P.O. Box 1529 Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, suns 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. i3ORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2./9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product.Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's . name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automa 'rally terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. ffe NOA No 03-0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page COMPARATIVE GLASS TYPE: A. 6/16" B. 5/16" C. 13/16" D. 13/16"1.0.,1/8"18, _ ANALYSIS TABLE: LAMINATED (1/8"A,.090,1/8 "A) FTL -188S LAMINATED (1/8"HS,.090,1/8 "HS) FTL -1885 I.O., 1/8118, 3/8" SPACE, 6/16" LAMI (1/8 "A,.090,1/8"HS) FTL-3739 3/8" SPACE 5/16 LAMI (1/8 "HS,.090,1/8 "H8) FTL-3739 WIDTH rNINDOW HEIGHT 38.376 fif CJ 60.626 i 63.300 76.000 26.600 A 88.7 -80.0/ 86 .7 - 80.0 1 86.7 - 80.0 88.7 -80.0 0,0 68.7 - 80.0 66.7 - 80.0 66.7 - 80.0 66.7 -80.0 C 68.7 - 80.0 68.7 - 80.0 66.7 - 80.0 68.7 -60.0 37.000 A 68.7 -80.0 88.7 -80.0. 66.7 -89.8 57.2 -67.2 B,D 66.7 - 80.0 68.7 - 80.0 86.7 - 80.0 68.7 -80.0 C 88.7 - 80.0 68.7 - 80.0 86.7 - 80.0 66.7 -76.1 53.125 4 88.7 - 80.0 63.4 -83.4 47.9 -47.9 48.3 -48.3 13,0 88.7 - 80.0 68.7 - 80.0 68.7 - 80.0 68.7 -80.0 C 88.7 -80.0 63.4 -63.4 58.7 58.7 64.5 -54.5 76" MAX. WINDOW HEIGHT 53 1/8" MAX. WINDOW WIDTH _L 0 VFNT SIZE: 50 1/2" x 38 1/4" 1 1 5 3/4" - 1 13" MAX. MAX. ON CENTER TYP. HEAD do SILL ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4 FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 8" MAX. AT MTG. RAIL 6" MAX. 13 /8" MAX. 0.C. LARGE MISSILE IMPACT . WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. ® B. 5/1e (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LRE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSIT1VE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY Robed � as* P.H. PE 035712 5bumnl ;1•111,j .1 - 42 1070 TECHNOLOGY DRIVE NOx01114, FL 34275 P.O. SOX 1522 N0K55115. FL 34274 Drawn es D.B. 9-NdA ft SH -701 6/3/03 03/26/03 f0 11/01 8 18/98 2/9/98 SecI. NTS 0-AX MASS 11•PE & TASCE C-AD0 13/16 1.0. ABLE EXTR. limbless ELEV ATION & NOTES Shoot d 5 1 PRODUCT WIRD = rr 1Yrb 1,1•1.1.: • ALUMINUM SINGLE HUNG WINDOW 2s•av tie. 4040 O l .1111 1JIF'il•1:1LYL•l'!-Lt:!hC1 1 ��lYk��FlL1TTTS TMTWit ' 111117rZIOtE'�a! =!351•IaC rIOINUtE•it• `Zl6: r1. 11:1YShAaJll•: AiLISMYif /47111 [ ^I� R111 , f' 1111.Cii�i :At19 l F{•i1r.w.:•1 :1f�i JA:. t.t.fr 24, I(1711 •: T9CCTT�4) F •- i {•7k!V 11 40: :1171t'•::I.Mi.) •.IP ZClf1CI711 7 1rr '^�^"1TS7�r.!4lnti : ∎/ :2211.Zi� U, rISF.ifl4a•1JJI191MP.N.. IClliTiT LTIV.S"�,7R^Sii �17..14[id ::':'i1171 ?:LC1 5 Clii! 1 1-: :'1.1.1".1 F3ri :GI?'I'[•I:I+ :[1'.1.1 t...P_S `i Urro.P.•!: • /!•�!711:11:!Sii :. 111) 111(11 ^I'1tL�7111•Yj 5 :711SL; ;Zelf!iii:1 1761'I•sf {rY/ I :•AG [ � ikwi::•1=ii2•14P 11.11R•AI•IPfli1[C•:1 11H�! }� m , arc r1• - 1•Y�I ai fl•ill!•k qt. :Aa1:E lA '.>. 1 < C75 3 .1i1:1A;!' I �1- 1A9as•] 1 P.. L1[•'•l'r' l? fI =:LT::L1•1M rLC11aA'..�1:1 3ZId11C4 1F PTY. EIRT •. 7�: - u 11 TEM DESCRIPTION V.T. / i ll!'::• 3� !l�:?'•11!:ly /'I�^1t•!•I.�di ll•IYYYk ll / L'.41.4: V.' 'LL >♦ iala•_`.`kii.•ll::`II#•1: :•�� .011UIPk '.1 ra9!n :fi elki ICI• U!':;:1. ?' I! �: �II�[G'[T1it•i.I.M:10lllfkkla r:'.'r!! : [li[Ykii� tlldF:t? 1 Il?4il ::•li !'lam /'h!hIi • �1.f1[!: C!Ji I WP.1. :.: :I4L:1� ._ F..Si :■1•1.1' UI_1?'lt- '•i•k::F�i•111•1rr• .71:1.1 1L'I•L`4�:�g - : — f[1E�S1: , LiW 1:!:An[ LT9S:� L'CIiikl•1♦ / E: 4' .:E1L�l<:�L�CPL�i:l�i)�[lYf1S�[ r ! 4 J 'S i : Ll�fyl�l� talFAN. ;:•1-7i'•�I:TiMK,I•, f�[•l! ! /11 ►!59� �[��tll5i� ■'1•l`41141:6ii: ?I�9. u ■;PI1 1 iiSiY1 Al II. 1[�TSI9 T?t7 =fST1 11 1: l•1i�Z� lPUILIA[S/R -1417/ : Ma∎141 L'iii:._wSC.1'' I K. 1p >.rI•tlri•:•r. fi• u:; u:;• i• ���� ?!•rTmt,-1 „tiTSSrs�sl � �� Mill - iiiiiii11111111111111111111111M11 - Uter.N7117. 15 f1••1:11 r' �7 :011111 :11 11 : :: }�f1•[114:KWRC7t r17T MAiL'..,i- ,.•!I ... lli1•r ITTkY6i IIA�1:.�i : �' rI• E k! I7 iCici6L•' C^_•/ �. •TL'1>�33gim1•rri::•' :4 :i,l3tii 14TE1111 1 U -' 1 k' 1. Ini51113fINCIII' =- 'Ti{77cTfl1 lii' • ' 114- 1 15{11♦ NUN E'.i:Selil!iD: �I U .•:. 1a7T111^1� 1'•�iiiai:'.7 �� ERA[ ''X_;E: F3[LZ'C3 Orem D. B. TRW 8873/03 0JJ /26 /DJ 0 18/98 1/9/98 LOCATION Rowans: D-490 CUSS TYPE PEW J6 R.w.w C —ADD 130 -135 oftmialmw 78, TABLE, EXTR. Rwidanc PART LIST & GLAZING OPTIONS 2 N 5 VENDOR. VENDOR ALUMINUM SINGLE HUNG WINDOW Pow 1/8” ANNEALED OR HEAT STRENTHENED —+1 GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. 1/8" ANNEALED OR �' — HEAT STRENGTHENED GLASS 1/2" NOM. r GLASS BITE REFERENCE TEST REPORTS: FTL -1889 & FTL-3739 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8 ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED Robrt L Crk P.E. PE /39717 BNUabtti 1070 TECHNOLOGY CANE NOKOMIS. FL 34275 P.O. BOX 1729 NOKOMIS, FL 34274 s«r./MOd.c SH -701 PRODUCT MOSSO as ImpYYr M� I1.1Y 11011.10* DI NTS 4040 76.000 MAX. HEIGHT .737 INACTIVE EXTERIOR ROUGH OPENING r _ 2.784 2.784 ROUGH OPENING 50 0 .. I 34.500 DAYUGHT OPENING 2.330 34.500 DAYLIGHT OPENING INTERIOR REFERENCE TEST REPORTS: F11 -1889 & FTL -3739 1.123 ROUGH OPENING VERTICAL SECTION Reb.rt L Clerk P.E. PE 030712 EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION 1070 TECHNOLOGY DRNE NOK011lS. FL 34275 P.O. On 1529 NOKOMIS. R 34274 F. k. 6/3/03 "' F.l: 03/26/03 R.I .. ey Ooa: F. 10 11/01 R". (11: a 8 18/98 D.B. down 2/9/98 o: SECTIONS nw: MrAkem 0-ADO CUSS TYPE IIE11 35 C -ADD 130 -135 T� TABLE. EMIR. Aarwrv: 2.710 ALUMINUM SINGLE HUNG WINDOW SMU/ModN: Sool.. Sh..t Drawing No, SH -701 NTS 3 07 5 4040 ROUGH OPENING 2.784 .062 .737 .705 O ALUM. 6063 —T5 2.274 1.707 _L _.] 1.187 r -- O ALUM. 6063HS —T54 h 1.451 490 Il "1 .062 --1 1.350 k- 0 ALUM. 6063 —T5 1.019 1 .791 .655 I . 2.784 O ALUM. REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 ALUM. 6063 —T5 ALUM. 6063 —T5 .062 6063 —T5 2.330 1 ALUM. 6063 —T5 Subset L Clnk P.E Pe 39712 Structural .062 2.710 1.123 1-.— O ALUM. 6063 —T5 1.523 . — 1.023 1.057 {� I .678 .050 - ® ALUM. 6063 —T5 RI F 9 0. 8 /18/98 D.B. Orarn 2/9/98 crsaroaon: EXTRUSIONS Mfc RwMam. fl .062 2.029 1.403 ® ALUM. 6063HS —T54 1.187 L- --) 1.097 ALUM. 6063 —T5 F.K. 6/3/03 p 0 CHG TH/S SHT INAllana 03/26/03 C-A00 130,33 CHC 14,5 R"71. Ch e« Rte: 10/ l/01 TB, TABLE, EXTR. 10 NOXCISS, L 3 ALUMINUM SINGLE HUNG WINDOW P.O. BOx 1529 NdCOW3, FL 34274 SerGm/kIede Scare: Shoot Orman No SH-701 NTS 4 a 5 4040 Raw D TYP. HEAD TYP. SILL. 2 x W000 BUCK 1/4" TAPCON (si119( #12 PANHEAD .250 MAX. 'REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 TYP. SILL ., «• '0 TYP. HEAD 1.50 .2 j MAX. #12 PANHEAD .250 MAX. 2 x WOOD BUCK Robot L Clerk RE. PE /9712 Stratford 1/4" TAPCON .250 MAX. TYP. JAMB 1.250 --{ 1.250 1 x WOOD BUCK ounr MUSD ee•/MttltblrY ANNO0 • �� 4Q ��" J °Y n MAX. TYP. JAMB 10NOKO► TECHNOLOGY FL 34275 ALUMINUM SINGLE HUNG WINDOW P.O. BOX 1529 NOKOMIS, FL 34274 2 x WOOD BUCK M I_ BUILDING CODE COMFLUANcE OFFICE (BCCO) rRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDINQ 140 WEST FLAMER STREET, SUM 1603 • MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is bang issued vender 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 planner, the manufacturer will incur t 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 net the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, tided "Alumimmi Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by POT Industries, dated 2/16198, with revisions 12/29/03 signed sealed by Robert L. Clad-, P.B., 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 s name or logo, city, state and following dement " 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 betiding 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 salts, advertising or any °dim 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 Canty, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA i) 02.0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 034 12.06 Eaphathon Date: May 20, 2007 Approval /)ate: April 08. Page 1 NODS: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: LAMINATED A. 5/16' PRONE (( BUTA _ CITE OR SAR.EX/KEENPSAFE OF AN MAXIMUM BETWEEN (2) UTES Of 1/5" ANNEALED GLASS. B. 5/18" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF m DUPONT BUTAC1TE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/6" HEAT STRENGTHENED GLASS. C. 13/16' LAO I.C. GLASS CONSISTING OF: 1/8' HEAT STRENGTHENED GLASS. 3/8" AIR SPACE AND 5/16' LAMINATED GLAM. THE 5/16' LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR AND (1) LITE OF HEAT STRENGTHENED SS. OF 1 /6' ANNEALED GLASS 0. 13/18' LAMI I.G. GLASS CONSISTING OF: 1 8" HEAT STRENGTHENED CLASS, 3/8" MR SPACE AND 5/16' LAMINATED . THE 5/16 LAMINATED COMPONENT CONSISTS OF AN .090 PIM LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/6" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 J Y ■- I I I 1 6" 8 MAX 6" 63' MAX HUGER 58 1/4' MAX FIXED LITE _ DATUGHT OPEN 6" MAX. 74" MAX WIDTH 33 5/8" MAX 33 5/8' MAX OXLIGIT - DAYUCHT OPENING • OPENING 4' MAX 7 57" MAX VENT DAYLIGHT OPENING 4" MAX SEE NOTE 4 ON MEETING RNL ANCHORAGE ELEVATION ISM 121,2;Idlli227.1 V'1 :10M1rI4•�IIri11:5Yy46111 11 1a}3? 4 7.1?ad::3.. 7 1. 1 11 / 1 N:rittN.1)1L y" !!F,'- it:1n?4iCL1I _7111 /!701101 liCit-1)1:::.:;.AN [1F'M:19 ! RC717, ntit7>•(41.4 :4111 111 lRAF11'01G'1 I<Mi•)' 14.!4f1 ;: 11 117:1 0T2I tMift1Ei /L-YalsillI •illii =1111(•TaGIT'T7<'fGT TZ7i1) It /fa7! 111 n'f :l -r: 011:41414811 LBIai I'1#- 3111`!!• 11:1 /!rMICI.I•i )1:3Y21 111.11'1.1 :f1Plik:�)MEC11C1 : [1111:Ni3? ?:1;i4VI;11:1tQM1101.1q22t•)':?451,ti/ WHIP iE•1IRWANI .IL'Gtii..1 ^1l(11 IKAIKON:;L'lyL14.'Zt! - [MI- fil-llf ) 1!l.. W3t?. 14. *31/Aia- iiiKlit :Lay9IdF1i -- 117lZ: iCllaid :!INI /_MTIUM! i )1 •1 ii41 .>t11(-r1.4L*'7.ZIl^itl r.1i r1 :1111■1111111M1514{► fNf riPI Ili:. :4111aRI- i'F :1f51*f[• T Er['fI>!;177 1 1♦IJ57i�� I E.I 1:: If1J'; E :.•1 11 i3; :1 NU C i�1ia?::ii :IIJiL 1:111 ! :1 • 161117 1 :'T`MMI Li3! L v; 11. ,i;121 [[ l rfl<: 1R• 0/10 1RJ .1.47,111111111111111fi1 :•E l' L.13.:N :!1:16111 /.Vii21J ?:1 "r1Y?- N1•!1(11 Y /1111L91,t",ZAT•D1C.:!di 3 • FG71 il.7- Sl•microFT'•L1L'lf1L)i Dl L7.- iiiiirom r ?ll• %1(•Z' 1 11117 SIt'I ><iT•771D>•IP_S i Fif1 :11rMiti:1?41- i1:i:i:is1L rmfirr i. !'ii:.^.R1Tr1 Q.IiRYI>N : WIWI= F1•11 fAIJlFil. 11117 " ►.1<i1:I tMEI[4DI Aill101111r7L':ar9Rw 9lI- 4 A :ITiki.1::N ha!rti FIaF1IR ..1: C.KTI•>• 1.X3E?:1;QS111111111t -r� W :14.1 A FY/ C'iilt :Ii ;i1i ;11J1: 1 -1[7: 11•11111•1111111111I• iiil1 11 RC. IMINCIIIIMM'I111111■1Lii''I01.4iri- tiJS : KJI Ili I•111K 11[i/l :yy111 111E-9[14I: )ta?Ila Iii!5:? PIL•li, !? 741ii/1Z11(1L 5 1..111 IAIMINI :Fi VA frI FN4H :ii'.1(M III Hi114- F1511 MIL. II:1.1.t13. 111•4 till C�7iJlfl -INTI .I.IF153lII:IVI. 111M 11.11.11111111L11113AtLI 1 V-4:1 9AWill *1 tilIIKFALI 11E�71f4I1 :1i 111X1 ;I4114OUF -11111M1111-10AAIIE iLAIL1.:.'IMill WIlltallIri Ai :I9 1:111ri iA2/.. 141f:I ?ta ::.11 -11 :: I1a.7. C.1 "il L!i11^N: C4MIEF* . f:41."1: LIgillq4 01.ff. ZEY1!bi: L'n1^IAIIINIMIIIIIIIIC. YYl-: r1 V ZI in5 G!! raZYfaiy MINIATURE DIE CAS11NG • 23/03 4 9/0 03 02 6/98 c- AfIaLE nnal a ;ASS F-dlD ' - 9 l7131 28 tr.4Wr Ei4 34 0 tALO D94.12 MOM 7 14.XX MAX DESCINMON V.T. / tTTY. /LACATICN 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS T 1 5HT � 5. MA). 8 FROM 0RNERS. r 1 � MAX 4' & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. "'mu '. -•. r . MAX 15" SPACNG. AMU MAX !" FROM :ORNERS. MAX 12 1/2' SPACING. 5 . SHUTTER REQUIREMENT: NO SHUTTERS REO'D. 5 . REF. ltST REPORTS: FTL -1989 & FTL-3740 t070 110/11OLD07 OR 4 Nottore. FL 34275 P.O. 802 1528 MOKPO . R 34274 F.K. mad 40, F.K. Owl pm. et 0.8. NDOR OX ELEVATION & 8.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW s« - t..r sn..t a.. 4 N. �.. HS -710 NTS 1 a 6 4112 G - . -7 1 : : T : T 1. C LAS - & FTL -1969 & FTL -3740 A. 5/18" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) C. 13/16' LAMI I.O. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/18 LAMI 1I8"HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED imma1♦ • l l' imuL 1• im2D2A. Inca : m. imujumii maiaguil �?�)I'M.1♦ IELAI Raa Okla CIA Cal M1111 CM Cal ILIAI COI ILLUI Ca/ 4111MM 141141 Wail Mali tall Mai ILAII Eali LIM Mal UM Cal IURMICLIEJ 1417111 laila • i i 1.:2, 1121:1.:I Cal Mall C.:.tta C:GJ LAM Cal II1Vall C L'LI CAW Cal =J 811E-11 �: Mal T�=l,'C�TI�LA����LLy�'�][ $a%I � iE3 � b]K al ii M ll { i E �, �L/ 1 LXJE IL_f�L�'rany7' ?' l'' Lai ■ all WO : Y Cal I. I:U ' ILAJ =la Cal �r� MOW C iii Cal 1412211 ILA/Il Cal Kai �;I T I rai .8 � ��A� K1�M _L � [ ` C Mal i, CIA Cal tail Cal MIA ' i ' I4�:�:����1 iCal M a l Mal �iCLX I M � ' t i 1.�LC 7 �' C � r ' 7. I CIA CI L! �, � �7 �T :� ' '•i' � L�MI��iRRvLt.K�■ L��aLi�l M��a:.SyyJ� • L�' 1{./,� %• II%l� IEEE I S C �i.J� T t� = Y� I I:! J` -T �I,. WIDTHS WIDTHS -: '1! k/ tam lit 1 : 2 1 . 7 1 1 1 2 0 k 1 ? O Maki CLFI IW tail Cal - CAI Mkt] 112.12:1z111 MINI Cal tla I tam 5. • [: I Mai IOW Cal t n'l CIA Cal ILIA LM Mill tall [ 11 COL1 t ail ILIA -76. • L:_ ICA/ - .0 Ka/CELLI L Ia ■: t 1i K'l -76.0 - - -75.0 - ,0 Ti 1-7 T' n - - : g - _ TYPES B d1 • B. 5/18" LAMINATED (1/8" HEAT STRENG ENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/18" LAMI I.O. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI WHEAT STRENGTHENED, .090 PVB 118 "HEAT STRENGTHENED L -1969 • L 7 T - 1T■1 UV r r • • ■ ire • ■ N; 1 i I Ear- CSI GAM - - .0 Lam mai ULM COI Lae Cal Mkkl CIA Ca/ G�> Caa mL!'] Eau maI mai CUB ELM Ca'] CAM Cala Mil tail Cal 111:21 NEM Lai Iffall d Eta] 5. taa lam'] Lai - 6. KIM L� - .0 CM tail -75.' 66. - •.0 LM -7 -.0 t' l -7. A (M -75.0 U, -74.9 66.7 am CLOU KAM - .8 E A J IC11 i I VAIII .NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. - 0.9 4 03 8/02 8 . - .0 - 6.0 F -UPDATE TABLES F- CORFELT Vat J E-ADO 1 16' l • TES ` � 64/ LM% 0111121712 Mead • Ia ■lij 1070 TD:110101.00Y 0 14000108. R 34271 P.O. /Ox 1020 NO0OI19. l. 3427• -75.0 -75.0 IAA tigfiff _ Whig 16- i fro D.B. MS -710 NTS ILIA DUI IlLaa Cal 141/111 cram mow cou 4>7 66.7 -69.8 GLASS TYPE COMPARATIVE ANALYSIS T!" ALUMINUM HORIZONTAL SLIDING WINDOW IBM o...,, ". 4112 1/6 HEAT STRENGTHENED GLASS .090 S FLEX KEEP /SAFE MAXIMUM OR DUPONT PVB INTER LAYER 1/12" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8' HEAT STRENGTHENED - GLASS ®9 O R® OUTSIDE Q Q 3/16" L — 13/16 NOM. -1 \r -- /\ GLAZING DETAILS: 13/16" (,825) I.G REFERENCE TEST REPORTS: FT1-1969 & FTL -3 1/2• GLASS BRE TYP. I NS I DE OUTSIDE 1/6" ANNEALED GLASS © 000 INNER. LAYER OR $AFL /KEW S E�HA ,cl PE 131712 Omani L 011. P.e 1/2" GLASS I11IE INSIDE --1 /a• ANNEALED GLASS • GL'i'i•i 11L 1070 TtO11101.0C! DIOYE 4101901 05. R 34370 P.O. 002 15529 NOK0921. ft. 34274 OUTSIDE 0 F.X. 29/ *me 2 3/L3 Roof w 4/03 /02 OMR O.B Y 1B /9e © J II ,D , JNSIDE 1/6• HEAT STRENGTHENED --� GLASS 1/0" HEAT STRENGTHENED — 090 0p ER LAYER — (DUPONT BUTACRE OR SAFLDI /KEEPSAFE MAXIM) mom woo GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS mores amt i 17112.61 IMI NW 17 SCIIF f 1J /16" LC. S Gass TYPE SECTIONS & GLAZING DETAILS ALUMINUM HORIZONTAL SLIDING WINDOW HS-710 rt NTS - w 6 I f 4112 G 0 ■ iBT es • ‘ID (c) MAX. vENT OPENING A MAX. FDRD UTt OAYUGHT OPENING ROUGH OPENING 2.710 2.710 VERTICAL SECTION ROUGH OPENING 2.094 ROUGH OPENING 2.784 0 MAx Mom IGUw nonmil r1 L Clot P.E. P8 0311712 44udti MAX. YAM © D -1: 2.643 .HORIZONTAL SECTION !Ii' N1 )I 1070 TtLTNOOOY 0114 MOM& 71. 34271 P.O. 802 1520 NNW% FL 34274 F.K. repos Awed F.K. K� mplew XTFRIOR MA%. DAYLIGHT OPENING J/03 4 03 /02 0,01 16/98 0 .705 G-OIOYE OEM >!N AASS ME F-NO 017 INS 911 E ADO 129 -132 GLASS rme 7 2.784 .500 SECTIONS & GLAZING DETAILS ROUGH OPENING edos . MIMIIICT co W sesso- --- ALUMINUM HORIZONTAL SLIDING WINDOW J. 145-710 NTS I L 4 6 Dwane . 4112 G iI3 /16' TAIN ON (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORINQ JYPICAL SILL SECTION SUBSTRATE ANCHCRINQ 1 1/4' MIN. 1/e MAX. SHIM TYPICAL HEAD SECTION WOOD ANCHORING 112 WOOD SCREW APPROVED 2x W000 BUCK (SEE NOTE 3.) TYPICAL SILL SECTION W000 ANCHORING 1 1/4' MIN. 1/4' MAX. SHIM & 3/.6 . TAPCON (SEE NOTE 1) 1/4" MAX. SHIM NOTES; 1. USE ONLY MIAMI -DARE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL-1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF Ix WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORINQ 1070 1G1MIOLOOY dl,t NONOMR. R 34272 P.O. BOX 1520 1101101 0. R 34274 1 1/4' MIN. 1/4' MAX. SHIM --. { /Or 112 WOOD SCREW 1 1/4" MIN. APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING ALUMINUM HORIZONTAL SLIDING WINDOW MS-710 I NTSj 5 M 6 4112 G. -+1 f+-- .705 F 062 2.784 L -4•4 k- .737 0 FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 -�{ .678 .050 0 5/16' GLAZING BEAD 6063 -T5 ALUM. 1.187 .062 I+ 2.074 O FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 L 1 .11877 •. i 062 I 1 . 1.403 20 FIXED MEETING RAIL 6063HS -T54 ALUM. .062 -PI- II FII .723 .688 --0 I IL = 1 - © WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 - .062 1.183 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. .062 1.081 —..- k- 1 Q SASH MEETING RAIL 6063HS -T54 ALUM. .062 1.373 1.273 0 FLANGE FRAME HEAD 6063-T5 ALUM. 1.097 .68833 1.187 ® 13/16' GLAZING BEAD 6063 -T5 ALUM. Take 1.122 F 11 2/01 .062 1.349 � 1.970 ® SASH SIDE RAIL 6063 -T5 ALUM. � II I t+ 2.710 -0 -i ® FLANGE FRAME SILL 6063 -T5 ALUM. nowt ammo r Amor tigre. r-en as Wars stn ���acrc nissln F'll•1!•Y��b�L EXTRUSION PROFILES .062 2.094 1070 NOKC MI ft 34775 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. SOX I6711 NOItdQ PI. 34274 I~ > >v a..., w ... 115 -710 NTS 6 N 6 4112 G