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WS-06-1123
CONNECTION TO BLOCK AND CONCRETE SECTION A -A WINDOW WIDTH 1/4 MAX. SHIM CONNECTION TO BLOCK AND CONCRETE SECTION B -B WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL (CONNECTION TO ALUMINUM MULL) SECTION A - A MIAMI —DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) MIAMI —DADE COUNTY APPROVED MU WON (UNDER SEPARATE APPROVAL) (CONNECTION TO ALUMINUM MULL) SECTION B -B 1/8 MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 j . ; pnnedd as ccom�PIYIe Y with the F 11 Zoo T i fug NOA. • • $ :78-5. • - u FRANeSCO HERNADEZ FLOR70, OE 1 • • • • • • • •••• • • • • • •. • • •• • • ora.n Dr: M H D.t.: 11 -15 -02 Scala: 1 /2 ° =1 ° r.Ilr:7 - 1 -1 13, zt1 •. DRA'AINO No • PW -00 —Q3 .Ef . • 7.OF8 • • • •••• • • • .•• • . • • • • • • • • • • • • • • 5 .340' LAMINATED GLASS /HEAT STR SEE GLAZING DETAIL SHEET 7 6 - DOW CORNING 995 OR EQUIVALENT STRUCTURAL SILICONE 7 j B' X 1' PH S.M.S SMS CI 14' O.C. MAX. ALL AROUND PERIMETER TO ATTACH GLAZING BEAD TO FRAME (CONNECTION TO STEEL MEMBER) SECTION A - A (CONNECTION TO STEEL MEMBER) SECTION B -B STEEL MEMBER SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA MINIMUM WALL THICKNESS 4 X 1' PH S.M.S ASSEMBLY SCREW • •• Apprond as compldspp with We Florid. Wain Cods DM! 5E7r eb.sa.e// Ieaj NOM os- osja.e- MYd otr•. Omni Sy S4A1 i• L1.4 • i7r•�• — o 3 • FRAltISCO HERANOE2 • FLARIa �! l 51393 • Al • . • • • • • • • • • • •• • • • • • Orarn er: MH oat.. 11 -15 -02 sco�c 1/2"=1" •• R..Rmn:7 -1 -03 i i •°"` • • DRAA7NG No: • • •w— oo —Ik. � • r .. 80F 8 • ••• • • • • • • • • • • • • • • • •••• • • •••• • • • • • • • • OCTAGON TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSP NEGATIVE = -90.00 PSP ALUMINUM WELD INTERIOR SEE WELDING NOTE CORNER DETAIL 91 8 HEXAGON TYPICAL ELEVATION DESIGN PRESSURES POSITIVE - +90.00 PSF NEGATIVE = -90.00 PSF 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" -20 HILT1 KWIK -FLEX SELF- DRILLING SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 29Y WOOD BUCK OR WOOD STRUCTURE USE 1/4 " -20 HILTI KWIK -FLEX SELF- DRIWNG SCREW WITH 1 1/2 MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY • • • Approved to complying with the Florida Bddlq Ode Dag // 204 3 FLIP - o Geed NOA• hid Dods ? - s • D -3 FRAI+EISip DEZ FLORIDA PE # 51393 • • • / • • • • • • • • • • • •• • • • 0rOm p, M H D.t. 1 1 - 15 - 02 jig,. NTS 41 .0nr 7-1 - • • •* DRAWING NO. w •• • 6. OF 8 •, 4 • • • • • • •••• • • •••• •••• • • • ••• • 4 • • • • •• •• • • • • •• • •• • • f►A FULL ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSF NEGATIVE =.00.00 PSF ►A 8 CORNER DETAIL f2 QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSF NEGATIVE = -90.00 PSP CORNER DETAIL NI TYP 90° CORNER DETAIL CORNERDETAIL 02 TRIANGLE TYPICAL ELEVATION DESIGN PRESSURES POSITIVE =+90.00 PSP NEGATIVE _ -90.00 PSF 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 -20 HILTI KWIK -FLIT( SELF - DRILUNG SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653 OR A38 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 8063 -T5 WITH 1 /8 MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4' -20 HILT1 KWIK -FLEX SELF- DRILUNG SCREW WITH 1 1/2 MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34 OVERALL LAMINATED GLASS -USING TWO UTES OF 1/8 HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8 FILLET WELD WITH 1 1/4' MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY • • •• • Approved u comply@` wkh the o+ 4$ i/ 3 WPB - a .o p NUM ads csaYd By ISLSrl •L( 44j, iHrv3 FRAW 1,HjRNANDEZ FLORIDA PE / 31393 • • • •• .. •• • • • • • • • • • • •• • • • Dro.n e MH Datc 11 -15 -02 jvic NTS • jtlltm7 - 1 - n1 ' • DRAWING NO. • • PW -00 —c 3 � •s • .STET •• 5. OF 8 •. • • • • • •••• • • •••• •••• • • • ••• • • • •. • • • • •. • • • •• • • • • • • • SIZE WRH INCHES 108 X 26 96 X 26 91 X 26 84 X 28 78 X 37 78 X 26 78 X 19 63 X 32 63 X 26 63 X 19 48 X 24 53 X 27 53 X 19 46 X 23 46 X 19 38 X 19 26 X 13 74 X 37 74 X 26 74 X 19 NUMBER OP ANCHORS SILL 10 9 8 8 7 7 7 6 6 6 5 5 5 5 5 4 3 7 7 7 ARCH 11 10 10 9 11 9 8 9 8 7 7 8 7 7 6 6 4 11 9 8 POS. 90.00 90.00 90.00 90.00 55.50 90.00 90.00 75.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 57.00 90.00 90.00 NEG. 90.00 90.00 90.00 90.00 55.50 90.00 90.00 75.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 57.00 90.00 90.00 DESIGN PRESSURE CHART - PSF WINDOW CORNER DETAIL #1 ARCH TYPICAL ELEVATION 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 -20 HILTI KWIK -FLEX SELF- DRIWNG SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4 " -20 HILTI KWIK -FLEX SELF- DRILLING SCREW WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY S0LUTIA WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4' MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY • • •• Approved u ewmptyiay with the D� /re NOM Mod Dads �'i�'1.� �• C1. a A J a vRmcIP4Psitim NDEz FLORIDA PE # 51393 •• • • • • • • • • • • • • • • • • •• • •• • Drawn By M H Dote: 11 - 15 - 02 • Ie: NTS • i•eiam 7 - 1 - Di. idle: • • r • DR WING N0. • PW -00 -O3 ••• • EitET • • 4,OF 8 • { ••• r • .w • •••• • • •••• •••• • • • • • •• • •• • •• • • . •• • • • • • CORNER DETAIL Al ASSEMBLY SCREWS i8 X 1' TYP 90° CORNER DETAIL 4` MAX ►A 4. 12' f 4. WINDOW WIDTH (W) g 8 SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT 1 O WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" -20 HILTI KWIK -FLEX SELF - DRILLING SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4 " -20 HILTI KWIK -FLEX SELF - DRILLING SCREW WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX/KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY Plorlds coin . 7/ NO,V • snswe m o.r • • • • • • •• • • , • FRM10E00 •A NNANDEz FLA••R1D •• 1.1393 PE • m,„, B; MH Dot. 11 -15 -02 • so* NTS • ••••7 -1 -Y3 •• • •• 41RAW1NG ND. • r P - €+1EET • 3.OF8• • • • •• •• • • • • • •••• • • • • •••• • • • •• • • •••• • • • • • • .. • • • •• • • •• 1 •• • • • • • LtJAKI - rar NUMBER OF ANCHORS P05. NEG. r SILL CIRCLE TOP JAMBS 108 X 26 10 15 3 90.00 90.00 96 X 26 9 13 3 90.00 90.00 91 X 28 8 13 3 90.00 90.00 84 X 28 8 12 3 90.00 90.00 78 X 37 7 11 4 55.50 55.50 78 X 26 7 11 3 90.00 90.00 78 X 19 7 11 3 90.00 90.00 63 X 46 6 9 5 72.00 72.00 83 X 39 6 9 4 67.20 67.20 63 X 37 6 9 4 70.10 70.10 63 X 26 6 9 3 90.00 90.00 63 X 19 6 9 3 90.00 90.00 48 X 48 5 7 5 73.13 73.13 53 X 46 5 8 5 72.00 72.00 53 X 39 5 8 4 82.50 82.50 53 X 37 5 8 4 84.00 84.00 53 X 26 5 8 3 90.00 90.00 53 X 19 5 8 3 90.00 90.00 46 X 39 5 7 4 90.00 90.00 46 X 37 5 7 4 90.00 90.00 48 X 26 5 7 3 90.00 90.00 46 X 19 5 7 3 90.00 90.00 38 X 37 4 6 4 90.00 90.00 38 X 26 4 6 3 90.00 90.00 38 X 19 4 6 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 7 11 4 56.40 56.40 74 X 37 7 11 4 59.10 59.10 74 X 26 7 11 3 90.00 90.00 74 X 19 7 11 3 90.00 90.00 CORNER DETAIL Al ASSEMBLY SCREWS i8 X 1' TYP 90° CORNER DETAIL 4` MAX ►A 4. 12' f 4. WINDOW WIDTH (W) g 8 SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT 1 O WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" -20 HILTI KWIK -FLEX SELF - DRILLING SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4 " -20 HILTI KWIK -FLEX SELF - DRILLING SCREW WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX/KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY Plorlds coin . 7/ NO,V • snswe m o.r • • • • • • •• • • , • FRM10E00 •A NNANDEz FLA••R1D •• 1.1393 PE • m,„, B; MH Dot. 11 -15 -02 • so* NTS • ••••7 -1 -Y3 •• • •• 41RAW1NG ND. • r P - €+1EET • 3.OF8• • • • •• •• • • • • • •••• • • • • •••• • • • •• • • •••• • • • • • • .. • • • •• • • •• 1 •• • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33' Place Hialeah, FL 33012 (A)S.-. - l t 2 3 • ••• • • • •••• • •• • • • • • • • • • • ••••. ••••••• • ••• MIAMI-DAD T cDUNTY., FLORIDA • mETRO-13AIWITAGLEk )�U)� 3�INCi • 140 WEST FLAGLEtt STIIEET■SLi1TRI,603 • . • MIAMI, FLORIDA '33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• • _ ••••••• • • • • • • ••• • • •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 4302 Aluminum Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. PW- 00 -03, titled " Series 4302 Aluminum Fixed Window - Impact ", sheets 1 through 8 of 8, prepared by manufacturer dated 11 -15 -02 and last revised on 08- 29 -03, 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: Large 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 consists of this page 1 and evidence page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 03- 0314.07 Expiration Date: September 11, 2008 Approval Date: September 11, 2003 Page 1 •• • • •• •• • • • • • • • • •.• • • • •.• • • • • • . • ••• • • • • • • • • • • • ••. • • • • • • . .• Sunshine Windows Manufacturing, Inc. • • • • • • • • • • • • .' • • • • •. ••••• • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' • • • • • : • • • • •' A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PW- 00 -03, titled " Series 4302 Aluminum Fixed Window - Impact ", sheets 1 through 8 of 8, prepared by manufacturer dated 11 -15 -02 and last revised on 08- 29 -03, signed and sealed by Francisco Hernandez, P.E. Note: Manufacturer has clarified weld location (interior side) for corner construction. •. • • •• • • •. . • • • • • B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung mulled fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3388 (99052), dated August 04 2002, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and comparative analysis, dated 11 -15 -2002 and last revised on 08- 04 -03, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies withASTME- 1300 -98. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc., for "Saflex / Keep Safe Maximum ® ", expiring on 05/21/2006. F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", both dated February 20, 2003, signed and sealed by Francisco Hernandez, P.E. 2. Laboratory compliance letter, as part of the above referenced test reports, issued by Fenestration Testing lab. E -1 1 he \.Lt A Ishaq I. Chanda, P.E. Product Control Examiner NOA No 03- 0314.07 Expiration Date: September 11, 2008 Approval Date: September 11, 2003 • • ••• •• • •. • ••• •• • L X 3 INCHES LONG SIDE ..e...ea....a INCUNEC SIDE SHORT SIDE POS. NEG. 108 X 26 10 11 3 75.00 75.00 96 X 26 9 10 3 90.00 90.00 91 X 26 8 9 3 90.00 90.00 84 X 26 8 9 3 90.00 90.00 78 X 37 7 8 4 55.50 55.50 78 X 26 7 8 3 90.00 90.00 78 X 19 7 8 3 90.00 90.00 63 X 46 6 7 5 72.00 72.00 63 X 39 6 7 4 72.00 72.00 63 X 37 6 7 4 63.00 63.00 63 X 26 6 7 3 90.00 90.00 63 X 19 6 7 3 90.00 " 90.00 48 X 48 5 6 5 73.13 73.13 53 X 46 5 6 5 76.30 76.30 53 X 39 5 6 4 90.00 90.00 53 X 37 5 6 4 78.00 78.00 53 X 26 5 6 3 90.00 90.00 53 X 19 5 6 3 90.00 90.00 46 X 39 5 6 4 90.00 90.00 46 X 37 5 6 4 90.00 90.00 46 X 26 5 6 3 90.00 90.00 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 28 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 7 ,8 4 6.1.20 61.20 74 X 37 7 8 4 54.00 54.00 74 X 26 7 8 3 90.00 90.00 74 X 19 7 8 3 90.00 90.00 RECTANGLE TYPICAL RI .EVATION CORNEA DETAIL #2 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' -20 HILTI KWIK -FLEX SELF- DRILLING SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 Ga MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4' -20 HILTI KWIK -FLEX SELF - DRILLING SCREW WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34' OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA TRAPEZOID TYPICAL F1.EVATION WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY Approved as ,ampiyioq with OM Florida Boidi CoASR142403 Dar MAO o 0 M uni Dole B> >Sa it . buthIS • • • • • • •• •• • • . • -. 11% • FRANCISCE AEDEZ R V! i .39a . • Drawn Oy M HH Dam; 11 -15 -02 &Me N TS • Qewlon: 7 • �•'�• •RAWING NO. • i 0 0 -a •SHEET • •1 :4F 8 • • • • • • • • • • • • • •• • • •••• • • •••• •••• • • • • • • • • • •• • •• •• • l•• • •• • •• •• • • •• • • Wuvww SIZE W X H /NOM NUMBER OP ANCHORS POS. NEG. SILL JAMBS CIRCLE TOP 26 X 108 3 10 3 90.00 90.00 26 X 96 3 9 3 90.00 90.00 26 X 91 3 8 3 90.00 90.00 26 X 84 3 8 3 90.00 90.00 37 X 78 4 7 5 55.50 55.50 26 X 78 3 7 3 90.00 90.00 19 X 78 2 7 2 90.00 90.00 46 X 63 5 6 6 72.00 72.00 39 X 63 4 6 5 87.20 67.20 37 X 63 4 6 5 70.10 70.10 26 X 63 3 6 3 90.00 90.00 19 X 63 2 6 2 90.00 90.00 48 X 48 5 5 5 73.13 73.13 46 X 53 5 5 6 72.00 72.00 39 X 53 4 5 5 82.50 82.50 37 X 53 4 5 5 84.00 84.00 26 X 53 3 5 3 90.00 90.00 19 X 53 2 5 2 90.00 90.00 39 X 46 4 5 5 90.00 90.00 37 X 46 4 5 5 90.00 90.00 26 X 46 3 5 3 90.00 90.00 19 X 46 2 5 2 90.00 90.00 37 X 38 4 4 5 90.00 90.00 26 X 38 3 4 3 90.00 90.00 19 X 38 2 4 2 90.00 90.00 26 X 26 3 3 3 90.00 90.00 19 X 26 2 3 2 90.00 90.00 39 X 74 4 7 5 66.60 66.60 37 X 74 4 7 5 57.00 57.00 28 X 74 3 7 3 90.00 90.00 19 X 74 2 7 2 90.00 90.00 S CORNER DETAIL 81 ASSEMBLY SCREWS TYP 90" CORNER DETAIL X 1' u I ( I I 14`I 10' �I' MAX. MAX. A SILL WINDOW WIDTH (W) 4-g A UPRIGHT RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION 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" -20 HILTI KWIK -FLEX SELF - DRILLING SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8 MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4 HILTI KWIK -FLEX SELF- DRILLING SCREW WITH 1 1/2 MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8 FILLET WELD WITH 1 1/4 MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY • • A ppnrrr.t w ... .:.... ..:.:u. p at d 7 C D.t. /� /t AWat 0.1.P C.•• I 1 4 . "A41 I . LLA • • FRANC103 152NANOEz FL.�W�"i ,393 • • • • •• • • • •• •• • • • • • •• •••• • • • • •••• • • • •••• • • • • • • Dm" MH o.t.: 11 -15 -02 %HI NTS 1i/Emon: 7 -1 1 • •• &RAWNC NO. • Pa -oo -Q1 • 541EET •• 2•OF 8 •' •••• • •• • • • • 1 •• • • •• • •• • • •• • • • • • (7 MULLION LOAD CHART ■ WITH 6fCEL C1 %3 -6 '■ .■, ■,�1�ii1�■ lumai sik ■ \�■\\ ■�� ■M■ ii 'dim imma ■mo■■ t ■1111. 1LIWI ■1111.. M■■v■■a■ ■M■ ■. ■„■ ■.1•I•■1, .�,■ ■.1\,■ ■1,■■ MIM MI 1♦,■.■,■ ■1,■ 1• ■ 111,■ ■111,11,■ ■1"■ ■ ■■'■ ■\am91,\■ ►' ■■■■►•■■■■M. IAIIIII6111111 1 . ■, ■1,■ ■. ■.1. el ■'.■. �u■ 1".3 - .1 /0 - ALUM. TIRE 20 30 40 S0 60 70 B0 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.O. OR C HORIZONTAL NUWON L GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN GLAZING PRODUCT TRIBUTARY WIDTH a w1 + W2 2 2 GLAZING PRODUCT • GLAZING PRODUCT TYPICAI MULLION ARRANCFMENT$ 0 0 N 2. 0 ' 0 O a C1 0 J 0 M r N 0 TO N 0 TRIBUTARY WIDTH = W1 + W2 MULLION LOAD CHART ,1'■■I■MM ■1„ ■.11,. ■\\■M■►\.■M■■ ■\ M.■\\■ \1■■■\\ ■■. 111 ■■M ■■►\■■.NIM■ �� ■11 ■ \ \ ■\ �l1�1!0 \1■ 1I11■I1,1.II, ■., ■..1,. ■. ■■ ■,.11,11,..■, ■1►, ■11, ■IMIMM ■. ..■, .►.■.MImM... 11, ■1 .'1111■■ 11,■ ■11,..1111, r•\\■\\■■ \!A■ ► ■■■ LI■■■M■■EI■■UM. 1111.11•,.1111... `..1111, ,1,,111, ■1111'1M1111,M■■ ■■MNIMME■.■ ■■■ ■■►r�� ■ \aS \�. 1'.4".1/0 ALUM. TIRE VITH STEEL 1701-S 20 30 40 50 60 70 00 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.S. OR C VERRCAL 4UWON 38.3 MiNMWMEM MWWWEEM ,"EMMILIM 11111,,1, `1♦,�/_■ SIONWOMM ANC14025 TTPC A 20 30 40 50 60 70 00 TRIBUTARY VIOTH - INCIES PRODUCT RENEWED ACCEPTANCENO. AM-d/A7cO) 2 • 2'.a VB'AWn. iUDE k i s kil C?Xa -6 at ,�� �. ■ ■\1■■\\■■\\■■\■ ■■.■■M■■ MUMMIM ' 0' MINI,■„■ ■IIII. ■ ■11,■ • C::::: m 11,111.1.11\,■■1,1 INIM■. N r ., ■A�,■.,-i■■,. • ■11♦, c' . ■1,■ ■111, ■ ■■ ■.Ylr■.1IE■■■■■ ■ ■11, ■11,■ ■1, ■.■11,, °6666 ■.■a■■.■■ cl ■■■. ■■■■■■■■ N ANCHOR LOAD CHART MULLION L0A0 CHART 20 30 40 S0 60 70 BO TRIBUTARY WIDTH - INCHES 0 k •P O J 2 0 Hr N 00 0 20 30 40 TRIBUTARY ANCHOR LOAD CHART By PRO BUDD !"1,. ■1,111,. ■1 4NC10R5 TTPC 0 1 \W1■1G1•..■ UMWOMWMEMEMEM MMWWWI .MU1M. ■■ UUMMMMMEMMEMM MMWMIMMEMMEMME "11'II1,...,... ■ ■■ WMWMMMEMIEWIWYM .",11 ■,.■ .1► WM M ■"111'■ MILIMMMWERMIONEM MEMMOO\\ ■ ■ ►.\\ MEMMWEINIMMUME MINEWOMOMMUMMM .■., MMINOM'I11,■ ■..."„`I.`., ....■","..M ■.....MMOMM►M ......■O\\\O\ ■.....■■EMC_\'M �■►' ■11,■� MMEMM IIMMBMWER J. 2 .6 ".l /0 - ALUM. 1RTH STEEL C2X6 TUDC 20 30 40 50 60 70 00 TRIBUTARY WIDTH - INCHES 12 P 2 m M r W 0 14 0 a• CONTROL DIVISION DE COMPLIANCE OF MULLION LOAD CHART ANC HOR ••••I • •• • • • • • • • • • LOAD CHART SPAN MMUMWEEROWNIO MMONIMMEMEMOM .. , "11,11, ' _ I, . , ■111 ...► .n.. \. \■ ...`..mi�-111... MIIIMMEWWWIMEM MINIMMIEWCUMEM ...MEMO \\\\M ■ ■ ■II1...`NUME ■ ■I. ■.Yil► I.A■■LiMAIW SO • •RI 43(1 RENEWER, 4a • sa 60 70 D0 41072 • / . Iwow. •V=OT• - I•C1Et ACCEPTANCE NA IV D 30L4•0 2 ....ENGINEER: HULMY9UtL VRL000 1 PE • 1 s I BTATION DATE R1 Al .. 1 L • •••a • •• • •••• • FOR ANCHORS DESCRIPTION SEE SHFET 3 OF Op • • • • • • • • • • •••• • • • • • O • • • • 2.000 -MUWON 2 X 2 X 1 /a' ALUM ANGLE 2 -5/8' LONG 1111 •111 4.. I+ Mae _ II MUWON 2 X 2 X 1 /8' ALUM ANGLE 1.500 MIN 2 X 2 X 1/8' ALUM ANGLE 1.500 Mw ANCHORS TYPE 'A' O 14 S.M.S. I -1/4' MIN. EMBED INTO WOOD 1/ ANGLE f 14 5.44.0. 2/ ANGLE PRECAST SILL CONC. 3/16 DIA TAPCON 1 -1/2' MIN. EMBED 1/ ANGLE 2 X 2 X 1 /8' ALUM ANGLE 14 C.M.S. 2/ ANGLE MU 2 X. 2 X 1 /8' ALUM ANGLE 2 -5/8' LONG ANCHORS TYPE 'B' 1 4 5.1.1.0. 1 -1/2' MIN. EMBED INTO W000 2/ ANGLE 1/2' MAX. TYP. ANCHORS TYPE A,8 OR C MULUON MULLIC.4 CLIP MULI ION CLIPS AS SHOWN IN THESE DFTAIIS ARE APPLICABLF TO VERTICAL OR HORIZONTAL MUIIIONS, ANCHORS 'TYPE 'C' 2 X 2 X 1/8' ALUM ANGLE 3 -5/8' LONG I mo! . %MO.% MUWON 3.000 MIN 2X 2X 1 /8' ALUM ANGLE 14 5.41.5. 3/ ANGLE MUWON CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS I.E. 2- 11/16' FOR 3' MULLION 15 441 EXP By PAO BUBO NOTCH W000 BUCK TO ACCOMODATE CUP ,WOLFS TO MASONRY 4' WOOD BUCKS NOT By. SUNSHIIfF, Aar SUSTAIN LOADS :IMPt , •• • • ••• • • • •• • CT CONTROL DIVISION• E COMPLIANCE O [ 1/4' 0 TAPCON 1 -1 /i MIN. E348E0 2/ ANGLE PRODUCT RENEWED ACCEPTANCE No, 0 Z. -6 L ( 7 , 0 3 OXP1RATION TE A A 1 17 • 1A0 rRO;T CONTROLS IVISION 1 1 1NG CODE COMPLIANCE OFFICE 3.000 • uw • PRODUCT RENEWER) • • ACCEPTANCE No. 9 -03 4 0� Ll! TION DATE • • • • • •• • • . 'ENGINEER.. I •• • • • •NOV 2 t1"6 • •••• • • •••• • • • 0 Z 9 0 heet3 of 3 • X :: i • I 2.000 --I SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES A140 SPACING 1 10 0.11.5. • 12• 0.c. MULLIONS WITH STEEI RFINFORCEMENTS CONTAINING TYPICAL GLAZING PRODUCTS HORI7ONTAL OR VERTICAL STFFL REINFORCEMENTS TYPICAL CUSINC PRODUCT 3.000 4.000- 1-000 MULLION CLIPS ALTERNATE TO ANGLES CLIPS TO FLOAT INSIDE MULLIONS (NO SIDE FASTENERS REQD.) TO BE USED AT HEAD, SILL AND JAMB CONDITIONS MAT. 6003 -15 STEP 1. 3TFP 7 STFP 3 STFP 4 $TFP 5 STEP CLIP FOR 1 X 2 1 X 3 1 X 4 TUBES 2250 .094 x.125 1219_ PRODUCT,RME,wED 4cGEPTANcEN• 0 2- O1I7.D9 EORATTONDA1 Avila a CIVROLD1VI81bN a JCODBOOMmANCE OFF/CE INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIRDAENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3, MID ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE W11)4 DESIGN RATING MORE THAN THE DESIGH LOADS SPECIFIED IN STEP 1 ABOVE 1.750 4.000 1.123 -- CLIP FOR 2 X 4 FIAT . 6063 -15 2 X 6 TUBES RFCTANGULAR MULLIONS WITH STEEL INSERTS USING PROPFRTIFS FOR STFFL d( ALUM TUBES NOTES' 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS LE WIND LOAD, /JR k WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT 10 BASE MATERIAL SIALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN 11-1I5 SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. AU. MUWONS TO BE ALLOY 6063 -15. 5. ALL STEEL IN CONTACT V(1111 ALUMINUM TO BE PAINTED. PRODUCT RENEWED ACCEPTANCE No. 11 30y ��,, • } 4'I' TION DATE RPRI- m ��. . , -rte - PR • • (CT CONTROL DI VISION BUILD 0' F 1PLIANCE • •••• • •• • • • • • • • •• • • • • • • E GINEE E 165 LJA ? DO • • • •••• • --• •••• • • • 0 3 w U • 0 O N in Z O M n J o6 w L. Z ,.T (/) yH Z .t O I el Ion FEW �Il liter � L�1 �iL +L • raw Ng M9;- • AG. sheet 1 of 3 • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: `q 5 V tOps r Permit No. 0C0--t 1 Z3 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No Q3 034.07 ( +) PSF ( -) PSF -GCS - 90. ( +) PSF ( -) PSF 35'I8X b3, t yes . `it: irid oc v 2 Cj i rmcl oc u 03 -01 1 (0 , IL 453 3 --Cf O. UU _1:2 sal 0. 1-1 -- NO N10. NO -> 3 C.Uir C. -OI 1G>> I t533 -gO,Ou 74- 50 4 (,UirdcW Ca-0 1 16. 1 (3-1-53.3 -40.00 7 4nS! NO 5 (...-t Ji r cku lo c_3- -03 , o f ` �- cle .00 • _ ..X Z I\10 1W ' C:U i recd (xc-u ( , O -ris 7S - 00. 1%, `h X . t Lc, i S -"1 C-L511 0:3 -01 1G. - 1 - -3 BO . 5.) %x So s rc S )Q r o*o NO 1 10 kiD k;17 `tt2s. g Luiridour 03 -0) 1ro.C1:1453 3-c10 -CO el _'.0 1 r d (...-1-) (03- 01 1 (0 ., E 33 -q0. a) 52, 1 / 4 px SO4'g Im o OD 1 i r oc-.0 ©3 - 0314. 0 -gD.)j LS t�.4 c53 'n 1V v 4\:Q) H. 1 1 �i r- )dcpw 03 -01 1(0.0 - U0 -14 )G Z Co �. ( 1 5 , it---L---' tas Mu--Lt - . 4 CO —U:)) 113 zX X63 No. . . . - . .... . .. .. • • .... . .. .. . , - - - - • • .... - - -- 11 • • . 1 • • - • •••• M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) mss - -1 t • . . . • •••.. •••••• • • • • ••••. • .•.••. • • • • • 41I411 FLORIDA: • DADE. BUTIL.DI P • 140 WEr� OLER6TkE�' SUITU,i6G3 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 .. • • • . • • 0 . . • .- • • - -.• • • • • .. • • • . • • .. Sunshine Windows Manufacturing, Inc. 1745 West 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "1650" Aluminum Horizontal Sliding Window- Impact APPROVAL DOCUMENT: Drawing No. HS99 -04, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) 3/8" Heat Strengthened Laminated ", sheets 1 through 3 of 3, prepared by Francisco Hernandez, P.E., dated 8/16/99 with revision on 1/7/03, 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 the Building Official. This NOA renews NOA # 99- 0909.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. NOA No 03- 0116.12 Expiration Date: March 17, 2008 Approval Date: February 27, 2003 Page 1 Sunshine Windows Manufacturing, Inc. D. STATEMENTS 1. None E -1 • • ... • . • •.. .. .. • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • .•. • • . . • • •. • .. . • • • • • • • • •••• • • • •.. • • NOTICE OF ACCEPTANCE: EVIDENCE SUB1411'F't4D :•: (For File ONLY. Not part of NOA) A. DRAWINGS - • • • • • • • ••• • • • 1. Manufacturer's die drawings and sections. • • • 2. Drawing No. HS99 -04, titled "Series 1650 Aluminum Horizcuttat Sliding ' • • • • • • •. Window (XO) 3/8" Heat Strengthened Laminated ", sheets 1 through 3 of 3, prepared by Francisco Hernandez, P.E., dated 8/16/99 with revision on 1/7/03, signed and sealed by Francisco Hernandez, P.E. B. TESTS Submitted under NOA# 99- 0909.05 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 the manufacturer's marked up design drawings of window w/ Glasslam Safety Plus interlayer film glazing, prepared by Fenestration Testing Laboratory No. FTL -2316, dated June 15, 1999, signed and sealed by Jose D. Mitrani, P.E. C. CALCULATIONS Submitted under NOA# 99- 0909.05 1. Comparative analysis and anchor calculations dated August 28, 1999, prepared, signed and sealed by Francisco Hernandez, P.E. D. MATERIAL CERTIFICATIONS Submitted under NOA# 99- 0909.05 1. Notice of Acceptance No. 97- 0527.04 issued to Glasslam Safety -Plus Laminated Glass" dated 09/09/97, expiring on 09/09/2000. 2: Aggregate Certification, dated November 10, 1995, by CSR Rinker Materials for No. 6 coarse mineral aggregate per ASTM D- 1863 -86 "Standard Specification for Mineral Aggregate Used on Built -Up Roofs ". F. OTHER 1. Notice of Acceptance No. 99- 0909.05 Sunshine Windows Manufacturing, Inc., Series 1650 Aluminum Horizontal Sliding Windo , approved on 3/17/00 and expiring on 3/17/03. Jaime Eisen, P.E. Product Control Examiner NOA No 03- 0116.12 Expiration Date: March 17, 2008 Approval Date: February 27, 2003 •••• • • • • DESIGN PRESSURE CHART - PSF Sunshine t Windows ' uturing, Inc. 1745 33rd t Florida Place 12 )0 364-9822 mete -stte nm ANQSCO HBBNANDBZ P. S it zgz F g" Structural Engineering E P A E g: 3 NW 82nd AVE #1778 16am4 Florida 33126 Em1 S. Phone (305) 266 6670 ut v s . 2. o 'Fax (305) 6 3427 Y — o 6 P Et, SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) 3/8" HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WIN OW ANCHOR SCHEDULE HURRICANE PAOCfSCIION IS NOT REQUIRED 3 1/ 16 3/4 t s- CO MAX w = S Z I -- PER U PER "'vde 13/4" SILL 3" SILL 1 1 - - 1.` - -' -_' "'- ■ ) �o =___ - - :' -- I i 11 I B r � GLASS 1J a _- - - -- - -- - M 0 ,, - \ \ it I II it II FALSE MUNTINS (SURFACE APPUED) WIDTH - (EIGHT EXT. INT. EXT. INT. SaZI3 Q7iVONVIS 201/2" 37' 53 1 /e' 14" 26' 3 3 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 90.0 '6 t/2 37' 13 I/O" 74' 38 3/8" 3 4 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 1 ■...' 6 53.3 90.0 80.0 90.0 MAY BE USED I � - - - 37' 53 1/8" 74' 50 5 /8" 3 5 53.3 90.0 80.0 90.0 3 1/2" MAX. 16 3/4" Q C 4 6 53.3 53.3 90.0 90.0 80.0 80.0 90.0 90.0 WINDOW WIDTH MAX. 37" 53 I/O" 74 2 3 5 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 TYPICAL ELEVATION (XO) IMPACT RESISTANT WINDOW NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART PRODUCTR - RENEWED as complying with the Florida Balding Code A � Acceptance No o -phi i B •••• y • Miami a teed • h • • • • • • • • • • •••• •• 6 53.3 90.0 80.0 90.0 24' 38' 4e 80" 72' 24' 3 3 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90.0 .e 4 Gfi� 4 53.3 90.0 80.0 90.0 5 53.3 90.0 80.0 90.0 F 6 53.3 90.0 80.0 90.0 z4 7e' 48' 80' 72' 38' 3 4 53.3 90.0 80.0 90.0 O C1 k e3 3 53.3 90.0 60.0 90.0 4 53.3 90.0 80.0 90.0 5 53.3 90.0 80.0 90.0 • I.n By . MI-1••' • 6 53.3 90.0 80.0 90.0 8-16-99 72 °n g n 48' 3 4 53.3 90.0 80.0 90.0 •••• sc.'1 /2 ° -1 e: 4 53.3 90.0 80.0 90.0 �aNamne 1 • • • • • �' •••• 5 53.3 53.3 90.0 80.0 80.0 80.0 90.0 90.0 6 BASED ON FTL -2316 DATED 6 -15 -99 TEST SIZE= 74" X 63" (XO) TEST LOADS= +120.0 -135.0 PSF DESIGN LOADS= +80.0 -90.0 PSF WATER INFILTRATION TEST= 8.0 AND 12.0 PSF TESTED GLASS= 3/8" HEAT STRENTHENED LAMINATED CYCUC WIND LOAD TEST= +90.0 -90.0 PSF • • •• •• • • • �� 36' 4e' 6o• 72' 3 5 53.3 90.0 80.0 90.0 • • • DRONING N0. • • DRONING 1-T199-04 a • 4 53.3 90.0 80.0 90.0 • • • • v ti • • • • - ••••• FRANCISCO HRRNANPE2 FLORIDA* PE l 5+1393 • • - 5 53.3 90.0 80.0 90.0 S HEET I. QF 3 • • • • t 8 53.3 90.0 80.0 90.0 • • • ••,w • • • • •••I •••• • • • • 16 (2) 2 WEEP HOLES ATTACHMENT TO MASONRY VERTICAL SECTION 12 if 3/16' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) • 6' • ATTACHMENT TO WOOD DETAIL 22 10 / 3/18' SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) WINDOW WIDTH 3/16' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) VERTICAL SECTION WITH SILL RISER 3/16" TAPCONS 1 1/4" MIN. ,; EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. 18 •.; • ,1/4' MAX. .SHIM SPACE ❑ s 0 IMPACT RESISTANT WINDOW ATTACHMENT TO MASONRY DETAIL — 3/18' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) ATTACHMENT TO WOOD VERTICAL SECTION PRODUCT RE as Boidio the Fbtldf Acceptance No //(0. /2 EtpirJ Date 3/18" SMS 1 1/2" MIN. PENETRATION INTO WOOD (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) 3/16' SMS 1 1/2' MIN. PENETRATION INTO WOOD (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) GLAZING : MATERIAL : 3/8' OVERALL LAMINATED GLASS USING TWO UGHTS OF 1/8' HEAT STRENGTHENED GLASS WITH AN 0.010' INTMLAYER F1LM, GLASSLAM SAFETY PLUS. AND 3/8" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER AND GASKET 5 -10, ON EACH SIDE OF FILM AT PERIMETER EDGE. METHOD: • INTERIOR GLAZED WITH 3/8" GLAZING EN�RATION USING A BLACK COLORED SIUCOAF D AW EXTRUDED ALUMINUM SNAP ON GLAZII G BEAD WITH • A VINYL BA BETWEEN GEED T ' F � s GLAZING BEEAD D WAS FASTENED T WEEF UT TEST UNIT WITH NO. 8 BY 1' FHSMS jF� H HORIZONTAL BEAD AND THREE A VERTICAL BEAD •••• • • •••• • •••• • 112 tt Car.uo`t FRANCISCO•HERNAND& FLORIDA PE f 513J3 • A • •• • • • • • • •• • • • • • Sunshine Windows - Manufacturing, Inc, 1745 W. 33rd Place N•eoh. Florida 33012 Ph: 005)3154-0852 Fax:(305 )825-5118 • C7 9 •• • tom 8 -16 -99 • A• soar.: 1 2 ° =1 R.vldnn: 1 ' 0 44 •• • R.vl•nn• •• •• • H 9 9 04• SHEET • 2 •OF 3 •• • •••• • • • • • • • •• • • •• • •• • •• •• ••• • •• 9 •• • •• • • •• • •••• • • • • •• • • • • • • • • • • • • •• • • 0.304 t-- 1.625 --1 M ATERIAL LIST Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plot. Meek 105 38 -995 05)828 -6f 16 0.050 0.812 - 0.050 7l u� ' 1.250 � �____l. I 1 . I 2 1,875 • 1 0.050 0.395 0 .750 r 5 0.050 _..1k0,0150 IMPACT GLAZING BEAD SSW -101 8063 -18 1.312 MEETING RAIL SW -40111 608.3-T5 --I 0.812 MOVING MEETING RAIL SW -017 8063 -75 IMMO PARTS REM DE3CRIPITON MATIQUAL FIXED 1 SW -019 1 FRAME HEAD 6063 -T5 JAMB TO FIXED PANEL SW -014 6063 -T5 2 SW -019 1 FRAME SILL 6063 -15 3 S1Wxxx21 1 INSERT TRACK 6083 -T5 5 SW -012 2 SUDER TOP/BOTTOM RAIL 6063 -15 6 SW3019 AS ROD FIN SEAL PILE FELT 8 SW321W 2 WHEEL BRASS r T 1 00 .0 l SUOER t. -.-.1_ 6,592 1.00 9 SW -017 1 MOVING MEETING RAIL 6063 -T5 10 SW40111 1 FIXED MEETING RAIL 6083 -T5 11 SW -AS AS ROD ASSEMBLY SCREWS # 8 X 1' SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063 -15 0 - i V 0.082 1,230 1 437 0.050 I 13 SW-016 1 MOVING SIDE RAIL 6083 -T5 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 0.050 iR 0.687 L 1. 15 SW -667 AS ROD LATCH ZINC - z.on --1 PANEL --IiJ TOP AND BOTTOM RAIL SW -012 6063 -15 INSERT TRACK SW -xxx21 6063 -15 16 SW -510 2 /SILL RETICULATED FILTER FOAM FRAME JAMB TO MOVING SW -013 6083 -T5 17 SW4077' 1 SILL RISER 6063 -T'5 18 SW -014 1 JAMB TO FIXED PANEL 6083 -T5 19 - AS ROD SILICONE DC -795 OR SIMILAR 20 SW -101 AS ROD IMPACT GLAZING BEAD 6063 -T6 21 SW -STL 1 3/8' X 3/4' FIAT BAR STEEL 22 SW -AS 4 ASSEMBLY SCREWS 1 8 X 2 1/2' SMS. -- ., x- k. • •.L • • •6•• • • • • • • • • • el • • • P2 ODUCTRENEW$ • • • I •••• 0.078 Onm Br MN••• o.oe2 1.00 o.o� •may 8 -16 -99 • 1.6750 •, 1/2"=r • • 2.750 1.750 I R.Nmre1 -7 -•S • • 2.00 1.5090 L R Maw MOVING ME RAIL SW -016 8063 -15 • • ���,�, . • HS9 Q {. 4 • ` B. M:Cock '° do IIIIP � . • Accepts= • • � 2. ,1 ;� FRAME HEAD AND 5111. SW-019 6063 -15 SILL RISER 606 T 5 o 0.9-0 • Dy IR \ - ::.7.Y. SHEET • •4 • SAF 3 • • • • • M�.al ( ,...— `" FRANQISC0 Im9kw4DE2 . PE 1''551393 • • • • • ■ • . -•. •• • •••• • • • • •• • • • • • • • • • • • • •• • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) UJs -o6- t t z3 • • ••. • • • .. ••• • • • • • • • • • • ••.•.• • • • • • • • • • .1•• • • • ••• MIAMI -DADE COUNTY, FLORIDA M RO`)SADE FL R F GI,B BUII • • 140 WEST FLAGLER S'C'I ET, SUIT$ 1603; • • • &SAMI, FIlORIOl4.33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 • •• . • • • • • • • . •• • • • • • ••• •• • • •. • • Sunshine Windows MFG., 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 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: Clipped Aluminum Tube Mullions with Steel Reinforcement APPROVAL DOCUMENT: Drawing No. M95 -15G, titled "Mullion Details ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 11/25/96, 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: 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 renews NOA # 99- 0304.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0212.03 Expiration Date: April 8, 2007 Approval Date: March 21, 2002 Page 1 ikr- o e • • •••• • •••• • .. PMZIO • • • NAME: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT ADDRESS: ?'jS DATE: - O� �\ ›,'»t)9 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 Ihave 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 residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for yolk own use and. occupancy. It may not be built for sale or lease;. If you sell dr lease a building you have built yourself within one year after the.construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility-to make sure the people employed by you have licenses 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.I.C.A and with - holdings tax and • provide workers' compensation for that employee, all, as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing thi construction Initiate 2. I understand that as an owner - builder I must abide by all zoning ord aces and building regulations in effect at the time of permit Initial Initial' Initial 3. .I have an understanding of the 2004 FBC & FRC and undersi 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. 4. I understand that the building official and inspectors are not the to design, alter or give advice on how to meet code -. only if the structure meets the minimum code. 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. 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Initial 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. I. understand that under state and local laws I can not do any'lectrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this By Produced there License or as identification. Initial Initial Initial day of Y v LC � , 20 CDC: who was personally known to me or who has NOTA NO • "." .; -STATE Or LORIN 46 Yorl Hern Z Commission # DD476455 Expires: 27, 2009 Bonded ThrnAtlantic Bondi Co., Inc. BUILDING PERMIT APPLICATI FBC 2004 Permit Type (circle): Job Address (where the work is being done) Bond $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 XCIE © /066 Tenant/Lessee Name Phone # Value of Work For this Permit $ g Soo - Y∎ S w3 E \ ' o S Code Enforcement $ Double Fee $ Permit No. l 0:: X — 1 103 Master Permit No. El�ctr� cal umbing Mechanical Roofing City Miami Shores Village County Miami -Dade • Zip 5> \ 1,5? Owner's Name (Fee Simple t e older) o \\Q' E A Phone # - jQy �'j�\aja3S Owner's Address 0 \ O 0 ' City :av�, ��c € State "V"'\ Zip 'b \3� G-14-job p pr 14..SSA e FOLIO / PARCEL # Is Building Historically Designated YES NO Y Contractor's Company Name rn CD1JV )e- Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ❑New X Repair/Replace ❑ Demolition Describe Work: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F , * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ ti) Permit Fee $ 2-1,0 CCF $ • c C CO /CC Notary $.5 / CO 0 Training /Education Fee $ • Technology Fee $ ZG Scanning $ (cD.CDCD• Radon $ DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ • 203 • 35 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. X Signatu re� \ Owner or Agent The foregoing instrume t was acknowled ed before me this 1 day of , 2( b)Ci5C ir Arc, Sign: Print: who is personally known to me or who has produced NOTAi Y P IC T As iden.'. ica LID NOTARY PUBLIC: My Commission xpires: **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) 82 th. 11111aa1®A J)D476455 Inc SU 27, 2009 Atlantle Bondia Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by 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 CAN YOU PLEASE DO THIS ONE AT 12:00 PM (NOON)? THANK YOU. i Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until tnspectlan ° INSPt 16211 Permit Number: WS -5-06 -1123 Inspection Date: 08/09/2006 Inspector: Grande, Claudio Owner: HERRERA, JOSE Job Address: 395 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Tuesday, August 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 1 0 REC'D Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)754 -3235 Parcel Number 1132060135400 Lot: Page 2 of 2 Issue Date: 5/4/2006 Owner's Name: JOSE HERRERA Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 395 100 Street NE Additional Information Miami Shores Village, FL 33138 Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $5.00 $210.00 $6.00 $5.25 $228.65 Building Department File Copy ' ' ..4 k Its4, App nt Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 10/28/2006 Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: CHANGE EXISTING WINDOWS FOR IMPACT RESISTANT WINDOWS Type of Work: IMPACT WINDOWS No of Openings: 11 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 laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -5 -06 -1123 Phone: (305)754 -3235 1132060135400 Lot: PB: Total Square Feet: 0 Total Valuation: $ 2,500.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS - 5 - 06 - 24706 Total: ox Lao- NAY 0 5 PAID Amt Due $228.65 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.