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WINDOWSLEGEND 0 R M C CL ENCR C.M. F.I.R. F.I.P. R(W WOOD FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR ENCROACHMENT CENTERLINE CONCRETE PROPERTY LINE CONCRETE MONUMENT FOUND IRON ROD FOUND IRON PIPE RIGHT OF WAY D.E. U.E. FD. P O.H.L. P.P. TX CAN W.M. TEL. B.R. CH RAD N.R. DRAINAGE EASEMENT UTILITY EASEMENT FOUND PLAT ASPHALT OVERHEAD UTILITY POLE POWER POLE TRANSFORMER CABLE RISER WATER METER TELEPHONE FACILITIES COVERED AREA BEARING REFERENCE CHORD RADIAL NON RADIAL I HEREBY C STAND ' 'S AS SET SURV •RS N CH 472.027, FL RID Property address: 249 N.E. 98 Street Miami Shores, FL 33138 SIGNED RALPH SWERDL REGISTERED LAND SURVEYOR NO. 3411 STATE OF FLORIDA RY SURVEY MEETS THE MINIMUM TECHNICAL FLORIDA BOARD OF PROFESSIONAL LAND AADMINISTRATIVE CODE, PURSUANT TO SECTION LEGFN0 0 R M C CL ENCR C.M. F.I.R. F.I.P. RJW f Q � eb' ‘41 • WOOD FENCE D.E. WIRE FENCE U.E. NAIL FD. PROPERTY CORNER RECORD i �'i•�'i FIELD MEASURED O.H.L. CALCULATED P.P. CLEAR TX ENCROACHMENT CAN CENTERLINE W.M. CONCRETE TEL. PROPERTY LINE f� CONCRETE MONUMENT' B.R. FOUND IRON ROD CH FOUND IRON PIPE RAD RIGHT OF WAY N.R. y /2 9' A DRAINAGE EASEMENT UTILITY EASEMENT FOUND PLAT ASPHALT OVERHEAD UTILITY POLE POWER POLE TRANSFORMER CABLE RISER WATER METER TELEPHONE FACILITIES COVERED AREA BEARING REFERENCE CHORD RADIAL NON RADIAL ti SIGNED RALPH SWERDL REGISTERED LAND SURVEYOR NO. 3411 STATE OF FLORIDA Property address: 249 N.E. 98 Street Miami Shores, FL 33138 THIS BOUN RY SURVEY MEETS THE MINIMUM TECHNICAL RTH BY T FLORIDA BOARD OF PROFESSIONAL LAND 1017 AADMINISTRATIVE CODE, PURSUANT TO SECTION 3i Fax: (305) 828 -5118 CUST. ACCT. 41 PRINT LEGIBLY CLASS LEGAL bWNER'S MAILING ADDRESS BILL TO ,ovriy kiAly gos- isr -scoo JOB NAME JOB PHONE Fibx WS- 7.5r- c -76 /r.DDRESS PHONE T 7 /e il Z //Z JOB STREET ADDRESS a V9 NA 96 sT CITY HS. LOT NO. BLOCK NO CITY STATE ZIP H / J' /,I o/1i P/J 33/3 Z SUBDIVISION COUNTY ibeDot SCHEDULE REQUESTED TERMS � r Q �/ , / fK' / �GONSSTRUCTION LOAN BY ,( / � '_ / ,i PI/ 17.0A1 ouj Avo , /Pct /V P I ❑ FIRM ❑ PROX. SERIES . wi FINISH QUAN. / SIZE - DESCRIPTION (GIVE GLASS COLOR 8 THICKNESS) Nrz73P r/w t'/ 06,17 a/A I UNIT LIST c// . oa I TOTAL LIST �t�o- oc CONTRACT NO. DATE ENTERED BR. P.O.. FACT. W.O.N A wfT all I' IJMT 6 _a a Ilk 2 F /v /(w chic 0s6 NZ 3'1 fly/to WWE �// }� �� f / /y � /� S// ! 3 r /U/tvt I d it , OsS.� 106..,o6 t 7. o 0 73:00 06 6. o6 37 y. oC / (� 1 ( 6.' 01 DATE TO CREDIT WOODBUCK ❑ PRECAST ❑ WAx ❑ NO WAX ❑ UN. ❑ NON UN. ❑ PICK UP ONLY ❑ DELIVER ONLY ❑ INSTALL FRAMES FIRST 0 COMP. HOLD SCR. ❑ COMP. W /SCR. ❑ L40/ j O � /� . Ost3 / llc a3 f /vi /u ag /g (15.:06 a 3.. o o /90- 01 4 133 o( Gig- o // w/ tt 1 /�y� (�(� t /y� Hn / 7 // /1E�/1� c /� /'F .- 3/16 i wfl r a a HtZ (D L/ T /viii c /F/'fL. /I6 33 O y e ■ ' INSTALLATION CHARGES * PE NO. ^ S E TYPE A �/ &- '��DO t :I WE 1 y- o II L_ T`` TOTAL $ 70ry * OVER 2 STORY - FORWARD TO ENGR. PERMIT FEE el I TOTAL LIST $ � t 6 5 C. o L DISC @ .56 ✓ $ NOTE: Materials will be invoiced upon shipment from this companys warehouse of frames and/orglass. Delivery and/or installation of screening may be withheld for convenienceof customer, but this shall in no way affect date Invoice or amount due. If the amount herein not n is not paid when due,it shall bear Interest at the highest legal rate.All cost of cancellation shall be paid by customer Including reasonable attorneys fees. Title to materials delivered and/or installed pursuant to this order shall remain in the name of SUNSHINE WINDOWS MANUFACTURING, INC. until same is paid in full, and the purchaser waives all right to homestead and other exemption under state law applicable. SUNSHINE WINDOWS MANUFACTURING, INC. shall not be responsible for delay in delivery from strikes, labor difficulties, unavailability of materials, fire or other casualty, or any causes whatsoever beyond its control.Prices subject to change without notice. Acceptance of contract subject to approval by credit department. Contract price does not Include any window and GSD installation permit fees unless stated herein. * EXTERIOR AND /OR INTERIOR PERIMETER CAULKING BY OTHERS. MATERIAL NET • $ f _ K £ 9. e2 L -" $ DELIVERY NET $ TOTAL NET / K J ('� $ D SALES TAX $ 1 0 8' INSTALLATION* $ 7 / 6 ' ✓ o� SUNSHIN 0 • NUFACTURING, INC SALESMAN ACCEPTED BY OFFICER OF THE SELLER X PERMIT FEE $ X -. ACCEPTED : • • R PURCHASER �467. �U /�/ p ' By X � TITLE DA AT G /3 Q TOTAL CONTRACT NET $ c9 7 L/5 ,b 1745 W. 33rd Place Hialeah, FL 33012 Phone :(305)364 -9952 Sunshine Windows Manufacturing, Inc. P.O. Box 524364 Miami, FL 33152-4364 LEGAL OWNER OF PROPERTY • PA/if /c11 , • 0)77Y- WHITE: OFFICE YELLb*: QGSTOMER )INK: SALESMAN EST. SALESMAN • DATE FHA ❑ YES N O 7/96 96 09 LOCATION MAP not to scale 1 /2 of lot 17, Block 32, of AN AMENDED PLAT ES SECTION NO. 1, according to the Plat thereof, ook 10, Page 70, of the Public Records of Dade W W 1- First Financial Surveyors, Inc. AND AFFILIATED COMPANIES 7700 North Kendall Drive Suite 409 Miami, Florida 33156 (305) 271-3655 Fax (305) 271-8499 2201 Lucien Way Suite 402 Maitland, Fluurida 32751 (407)875 -1470 Fax (407) 875.3195 Nationwide: 1-800-227-2854 Fax: 1-800-227-2860 k‘\ Notes: Fences encroach along We lot l ine Accepted By: Flood zone: X Panel: 0093 Date of field work: 8/1 Completion date: 8/19 Surve number: G -94 Legal Description Lot 16 and the West OF MIAMI SHORE recorded in Plat B County, Florida. BEARINGS SHOWN ARE EITHER ASSUMED, PER PLAT, OR PER RECORDED INSTRUMENT. LEGAL DESCRIPTION PROVIDED BY OTHERS. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATUM. FENCE OWNERSHIP NOT DETERMINED. WALL TIES ARE TO THE FACE OF THE WALL. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL. ONLY VISIBLE ENCROACHMENTS LOCATED. NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. Certified to: Charles O. Wilson and Cynthia M. Wilson; First Financial Title Compan of Florida; Ticor Title Insurance Company; Standard Federal Bank, its successors and/or assigns. LFCFND 0 R M C CL ENCR q. C. M. F.I.R. F.I.P. R(W WOOD FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR ENCROACHMENT CENTERLINE CONCRETE PROPERTY LINE CONCRETE MONUMENT FOUND IRON ROD FOUND IRON PIPE RIGHT OF WAY • D.E. U.E. FD. P O.H.L. P.P. TX CATV W.M. TEL. B.R. CH RAD N.R. DRAINAGE EASEMENT UTILITY EASEMENT FOUND PLAT ASPHALT OVERHEAD UTILITY POLE POWER POLE TRANSFORMER CABLE RISER WATER METER TELEPHONE FACILITIES COVERED AREA BEARING REFERENCE CHORD RADIAL NON RADIAL y a " ) ko 'to cQ� it.- %' /Go. s • Property address: 249 N.E. 98 Street Miami Shores, FL 33138 RTH BY T SIGNED RALPH SWERDL REGISTERED LAND SURVEYOR NO. 3411 STATE OF FLORIDA THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL FLORIDA BOARD OF PROFESSIONAL LAND AADMINISTRATIVE CODE, PURSUANT TO SECTION Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Building Permit Permit Number: BP2002 -1102 Printed: 6/17/2002 Applicant: 24,441 Owner: JOB ADDRESS: 249 NE 98 ST Contractor Contractor's Address: Local Phone: (305)364 - 9952 Page 1 of 1 Parcel # 1132060134400 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 16 & W1 /2 LOT 17 BLK 32 LOT SIZE Fees: Description Amount FEE2002 -3387 Building Permit Application Fee $60.00 FEE2002 -3388 Buildier's Bond $300.00 FEE2002 -3389 CCF $1.80 FEE2002 -3390 Notary Fee $5.00 Total Fees: $366.80 Total Fees: $366.80 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 12/14/2002 Construction Value: $2,745.00 Work: CHANGE ALL WINDOWS IN HOUSE (16) NON- IMPACT If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without - --.4 with the plans, drawings, statements In accepting this permit I assume responisibility for all work done by either myself, my agent, sery nts or In consideration of e issuance to authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the with all ordinances and regulations pertaining thereto and in strict conformity ordinances and regulati. .ertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servan o employees. Signed: �i �., .i .1 (INSPECTOR) BY: ie of this permit, I agree to perform the work covered hereunder in complia or specifications submitted to the proper authorities of Miami Shores Village employes. I ` (Contractor or Builder) BY: Sunshine Windows Manufacturing ACCEPTANCE No.: 00- 0524.01 APPROVED : JUN 1. 5 2000 EXPIRES : August 19, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other _purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and thi 15� ast page 3. actzl ,, i /oil Mariu Pere P.E. Product col Examiner Produc ntrol Division END OF THIS ACCEPTANCE 3 of 3 Sunshine Windows Manufacturing ACCEPTANCE No.: 00- 0524.01 2 of 3 APPROVED JUN 1 5 2000 EXPIRES : August 19, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and replaces Notice of Acceptance No. 99- 0326.11, which was issued on August 19, 1999. It approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 1650 Aluminum Horizontal Sliding Window (XOX) Non - Impact & Large Missile Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No HS99 -03, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX)" Sheets 1 through 5 of 5, dated 3/25/99, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size for the different non - impact window options, see "Design Pressure Chart" tables in sheets 1 and 2 of approved drawings. For Design Pressure Rating of large missile impact windows see Design Pressure Rating in sheet 4. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South F Building Code (SFBC) in order to properly evaluate the instal •n of his system aiant Manu' Perez, P.E. Product Ci of Examiner Produ trot Division PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact & Non Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or. material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0524.01 (Revises No.: 99- 0326.11) Expires:08 /19/2002 THIS IS TIME COVERSUEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/ 15/2000 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 1 of Internet mail address: postmaster @buildingcodeonline.com MIAMI - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Raul Rodriguez Chief Product Control Division .rancisco Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com 4. M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Sunshine Windows Manufacturing, Inc. 1745 W. 33'' Place Hialeah, 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series "1650" Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. HS99 -02, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) 3/16" and V /." Annealed Glass ", sheet 1 through 3, prepared, signed and sealed by Francisco Hernandez, P.E., dated 3/4/99, 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 litera@ure. 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 pros ded to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the :quest of the Building Official. This NOA renews NO, £199- 0202.11and, consists of t; page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Ra ig z. NOA No 02- 0125.02 Expiration Date: February 28, 2007 Approval Date: March 7, 2002 Page 1 ff i QSVQNVJ$ 1 26 1/2" 37" 53 1/8" 74" 26" . 3 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 5 55.3 145.4 70.0 145.4 55.3 160.0 70.0 160.0 26 1/2" 37" 53 1/8' 74" 38 3/8" 3 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 132.2 70.0 132.2 55.3 160.0 70.0 160.0 5 55.3 91.9 70.0 91.9 55.3 126.5 70.0 126.5 37" 53 1/8" 74" 50 5/8" 3 4 55.3 146.5 70.0 146.5 55.3 160.0 70.0 160.0 4 55.3 96.9 70.0 96.9 55.3 119.1 70.0 119.1 5 55.3 67.4 67.4 67.4 55.3 90.5 70.0 90.5 37" 53 1/8" 74" 63' 3 5 55.3 115.4 70.0 115.4 55.3 129.3 70.0 129.3 4 55.3 76.3 70.0 76.3 55.3 92.5 70.0 92.5 5 53.1 53.1 53.1 53.1 55.3 69.3 68.2 69.3 SS= avInaoI 24' 36" 48" 60" 72" 24" 2 2 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 5 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 24" 38" 48" 60" 72" 36" 2 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 3 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 159.4 70.0 159.4 55.3 160.0 70.0 160.0 4 55.3 124.3 70.0 124.3 55.3 141.4 70.0 141.4 5 55.3 101.9 70.0 101.9 55.3 137.1 70.0 137.1 36" 48" 60" 72" 3 4 55.3 160.0 70.0 160.0 55.3 160.0 70.0 160.0 4 55.3 115.2 70.0 115.2 55.3 138.5 70.0 138.5 4 55.3 89.8 70.0 89.8 55.3 114.5 70.0 114.5 5 55.3 73.6 70.0 73.6 55.3 98.9 70.0 98.9 36" 48" 60" 72" 60" 3 5 55.3 125.6 70.0 125.6 55.3 140.0 70.0 140.0 4 55.3 90.2 70.0 90.2 55.3 107.2 70.0 107.2 4 55.3 70.3 70.0 70.3 55.3 87.9 70.0 87.9 5 55.3 57.6 57.6 57.6 55.3 75.2 70.0 75.2 WINDOW DIMENSION WIDTH (HEIGHT ANCHORS PER HEAD & SILL SERIES -1650 ALUMINUM HORIZONTAL SLIDING WINDOW (%O) PER JAMB COMPARATIVE ANALYSIS CHART DESIGN LOAD CAPACITY -PSF 3/16" ANNEALED GLASS 13/4" SILL EXT. INT. 21/2" SILL EXT. INT. 1/4" ANNEALED GLASS 13/4' SILL EXT. INT. 21/2" SILL EXT. INT. a M 00 i - I6" MAX. TYPICAL ELEVATION (X0) MIAMI -DADE IMPACT RESISTANT SHUTTERS REQUIRED I BASED ON FTL -1084 DATED 12 -22 -94 TEST SIZE= 74" X 63" (XO) TEST LOADS= EXTERIOR PRESSURE +104.0 PSF INTERIOR PRESSURE -104.0 PSF DESIGN LOADS= EXTERIOR PRESSURE +68.20 PSF INTERIOR PRESSURE -69:33 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= 3/16" ANNEALED WINDOW WIDTH 21 1/2" MAX. 20 1/2" MAX. PRODUCT RENEWED ACCEPTANCE No. c -0/ L r. O ON D9 ra 7 18 i Zoe? PRODUCT CONTRO BUILDING CODE 00MPUANCE OFFICE FALSE MUNTINS (SURFACE APPLIED) MAY BE USED A?nG ::G AS • CGMPLYIi1G W:TH THE Bolin FLORIDA BUILDING CODE C;:T er PRODUCT CONTROL DIVAS :ON BUILDING CODE COMPLIANCE urma. ACCEPTANCE NO.C1 C1 - O tra 11 NOTES: 1.- SUB -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2 NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3" LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. 3- Zo - FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: 305 364 -9952 Fax: 3053828 -5118 a c ao •c 1.r C W C r 20 r*i N L : c rah 1 11 1" 0 1 Dra„r, er. JN Date: 3 -4 -99 scale: 1/2"=1' Revision: Revision: DRAWING NO. HS99 -02 SHEET 1 OF 3 WINDOW HEIGHT c9 w O z GLAZING METHOD: ATTACHMENT TO MASONRY VERTICAL SECTION USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. 3(18° TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY ( OR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) a • . — N 12 HORIZONTAL SLIDING WINDOW SECTIONS (2) WEEP HOLES • • ATTACHMENT TO WOOD DETAIL • • 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 1.) 3/16 SMS 1 1/2° MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER PRODUCT RENEWED ACCEPTANCEN� 0Z"'Of2°o 2407 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) WINDOW WIDTH HORIZONTAL SECTION EXPIRATION DATE 3/18" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY. e : • •• (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) r BY - PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE A ?PnCYED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE DAT A • R L D c9 BY PROOUC 'TROL DIYiS.GN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO y`1 -Otcb• ►I • 1/4" MAX. SHIM SPACE W 0 0 z TO SHEET 1.) 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) • • ti ATTACHMENT TO WOOD VERTICAL SECTION ATTACHMENT TO MASONRY DETAIL 3/16" TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) '4 19 1 ,1111 ea9 FRANCISC HERNANDEZ FLORIDA PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 ac 1 L t; CQ_N .3ri N p� §?IdNi V)ti I. . %0 tel Drown e JN Date: 3 -4 -99 ScaN' 1/2 =1 Revlon: R.Mlon: DRAWING ND. HS99 -02 SHEET 2OF3 c9 w O z GLAZING METHOD: ATTACHMENT TO MASONRY VERTICAL SECTION USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. 3(18° TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY ( OR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) a • . — N 12 HORIZONTAL SLIDING WINDOW SECTIONS (2) WEEP HOLES • • ATTACHMENT TO WOOD DETAIL • • 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 1.) 3/16 SMS 1 1/2° MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER PRODUCT RENEWED ACCEPTANCEN� 0Z"'Of2°o 2407 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) WINDOW WIDTH HORIZONTAL SECTION EXPIRATION DATE 3/18" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY. e : • •• (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) r BY - PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE A ?PnCYED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE DAT A • R L D c9 BY PROOUC 'TROL DIYiS.GN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO y`1 -Otcb• ►I • 1/4" MAX. SHIM SPACE W 0 0 z TO SHEET 1.) 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) • • ti ATTACHMENT TO WOOD VERTICAL SECTION ATTACHMENT TO MASONRY DETAIL 3/16" TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) '4 19 1 ,1111 ea9 FRANCISC HERNANDEZ FLORIDA PE / 51393 ITEM 9 [.- 0.394 REQD. 0.812 MATERIAL I--- 1.625 ----I i Z90'Z 1 FRAME HEAD 1.875 MOVING --1 _RJLf 0.812 MEETING SW -017 6063 -T5 -- 0.0 k- RAIL 2.125 1 L 1 1.250 6063 -T5 0.395 — I o 750 JAMB TO SW 6063 1.312 GLAZING BEAD 6063 -15 5 MEETING RAIL SW -40111 6063 -T5 FIXED GLAZING STOP SW -018 6063 -T5 FIXED PANEL -014 -T5 6 1---+ T 1.000 -1 0 SUDER TOP SW 6063 0.592 0.050 RAIL FELT 1.00 SW1520 1.250 GLAZING TAPE 1.437 8 SW321W .... WHEEL n 9 SW -017 II f o MOVING MEETING RAIL i. 10 0.687 FRAME 1 810 [- [-- AND BOTTOM -012 -T5 INSERT TRACK SW -xxx21 6083 -15 — 2.077 -- JAMB TO MOVING PANEL SW -013 6063 -T5 SW -AS AS RQD ASSEMBLY SCREWS 1 8X1' SMS. 2.750 SW -013 Lin 1.8750 6063 -T5 13 0.078 1 3.082 M 14 SW3257 Vv U —n � 1.750 VINYL 15 SW -667 1- RAIL 1.5090 I MOVING 1.0000 SIDE SW -016 6063 -T5 SW -S10 2 /SILL RETICULATED FILTER SILL 17 2.00 FRAME HEAD AND SW -019 6063 -75 SILL RISER SW -40771 6083 -T5 ITEM 9 PART # REQD. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063 -15 2 SW -019 1 FRAME SILL 6083 -15 3 SWxxx21 1 INSERT TRACK 6063 -T5 4 SW -018 AS RQD GLAZING BEAD 6063 -15 5 SW -012 2 SUDER TOP /BOTTOM RAIL 6083 -T5 , 6 SW3019 AS RQD FIN SEAL PILE FELT 7 SW1520 AS RQD GLAZING TAPE FOAM 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6083 -T5 10 SW40111 1 FIXED MEETING RAIL 6063 -T5 11 SW -AS AS RQD ASSEMBLY SCREWS 1 8X1' SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063 -T5 13 SW-7.16 1 MOVING CIDE RAIL 6063 -T5 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 15 SW -667 AS RQD LATCH ZINC 18 SW -S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 -T5 18 SW -014 1 JAMB TO FIXED PANEL 6083 -T5 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Hlaleah, Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 FRANCISCO HERNANDEZ P. E. Structural Engineering 351 NW 82nd AVE #1118 Miami. Florida 33126 Phone (305) 266 8670 Fax (305) 266 3427 SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) 3/16" ANi] 1/4" ANNEALED GLASS D B, JN Data: 3 -4 -99 s ca l e: 1/2"=1" R.Nslon: RM.lon: DRAWING N0. HS99 -02 SHEET 30F3 MATERIAL LIST PRODUCT RENEWED ACCEPTANCE No, o a - d Z r. 02 EXPIRATION DATE F 1 Z007 BY UCT CON7R0 BUILDING CODE COMP � OFFICF. A :7?..OVEO AS COMPLYING WITH THE SCUTH FLORIDA BUILDING CODE pzT: .Z • C �19 P:TCOU i aROL 0!V :S.0N BUILDING CCCE COMPLIANCE OFFICE ACCEPTANCE NO 1 -0 LC r r+ *%#1 FRANCISCO HERNANDEZ FLORIDA PE f 51393 HR Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 HORIZONTAL SLIDING WINDOW (DSB ANNEALED GLASS ) NOA: 02- 0125.03 F XP. 02 -28 -2007 • MIA MIDAE BUILDING CODE COMPLIANCE OFFICE (BCCO) l'RODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) M IAMI -DADS COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2903 Sunshine Windows Manufacturing, Inc. 1745 W. 33"' Place Hialeah, Fl 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee ( BCPRC) 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 BCCO (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 AH1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO 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 South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series "1650" Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. HS99 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) DSB Annealed Glass ", sheet 1 through 3, prepared, signed and sealed by Francisco Hernandez, P.E., dated 3/4/99, 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 prc tided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at thf request of the Building Official. This NOA renews NOA # 99- 0202.12and, consists of ;s page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul I. iriguez. NOA No 02- 0125.03 Expiration Date: February 28, 2007 Approval Date: March 7, 2002 Page l CO gi 5" MAX. DSB ANNEALED GLASS ii JL DSB ANNEALED GLASS 0 BASED ON FTL -1004 DATED 12 -22 -94 TEST SIZE= 74" X 63" (XO) TEST LOADS= EXTERIOR PRESSURE +68.2 PSF INTERIOR PRESSURE -83.1 PSF DESIGN LOADS= EXTERIOR PRESSURE +45.4 PSF INTERIOR PRESSURE -55.4 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= DSB ANNEALED 20 1 /2" r MAX. WINDOW WIDTH TYPICAL ELEVATION (XO) 21 1/2" 1 L MAX. 1 t I MIAMI- DADE•IMPACT RESISTANT SHUTTERS REQUIRED AP fs0YED AS COMPLYING WITH THE SCL'rd FlCP..iD. BUILDING CODE t • PdCI) C CL' L DIV..ON BU.:O.I:G CCOE COI:PUANCE OFFICE 1CCEiTA2 CE 140. 1 5- 0 Lot • .1_ FALSE MUNTINS (SURFACE APPLIED) MAY BE USED PRODUCT RENEWED ACCEPTANCE V0.. 02- O(' S •t) EXPIRATION 1)A'lf BY �` - • i /PROD CONTROL DIVL Le -J LNG CODE COMPl1ANCE OFFICE NOTES: 1. -SUET -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2" NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3 LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florldo 3.3012 Ph: 305 384 -9952 Fox: 305828 -5118 4671 Feo U-.- C C LILI N 0 N UZ � 3 u...... E 5 r ia 111211 ea as Drown By; JN Dac.: 3 -4 -99 sc•lk 1/2' Rov(.lon: R,vt.lan: DRAWING NO. HS99 -01 SHEET 1 OF 3 WINDOW HEIGHT COMPARATIVE ANALYSIS CHART SERIES - 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XO) DESIGN LOAD CAPACITY -PSF wThipow DIMENSION ANCHORS 1 3/4" SILL 21/2" SILL HEAD &M9 SILL EXT. INT. EXT. INT. WIDTH HEIGHT I MIS UVCINVJS 26 1/2' 37' 53 1 /8' 74" 26' 3 3 55.3 140.0 70.0 140.0 3 55.3 140.0 70.0 140.0 4 55.3 115.3 70.0 115.3 5 55.3 80.1 70.0 80.1 26 1/2' 37" 53 1/8' 74" 38 3/8 3 55.3 140.0 70.0 140.0 3 55.3 110.1 70.0 110.1 4 55.3 72.8 70.0 72.8 5 50.6 50.6 50.6 50.6 37' 53 1/8' 74' 50 5/8' 3 4 55.3 80.7 70.0 80.7 4 53.4 53.4 53.4 53.4 5 37.1 37.1 37.1 37.1 37' 53 1/8' 74' 63" 3 5 55.3 63.6 63.6 63.6 4 42.0 42.0 42.0 42.0 5 29.2 29.2 29.2 29.2 OMB EV11QOIAi 1 24' 36' 48" 80' 72' 24' 2 2 55.3 140.0 70.0 140.0 3 55.3 140.0 70.0 140.0 4 55.3 140.0 70.0 140.0 4 55.3 111.2 70.0 111.2 5 55.3 91.1 70.0 91.1 24" 38' 48" 80" 72' 35" 2 3 55.3 140.0 70.0 140.0 3 55.3 122.4 70.0 122.4 4 55.3 87.8 70.0 87.8 4 55.3 68.5 68.5 68.5 5 55.3 56.1 56.1 56.1 38' 48" 80" 72" 48' 3 4 55.3 88.4 70.0 88.4 4 55.3 63.5 63.5 63.5 4 49.5 49.5 49.5 49.5 5 40.6 40.6 40.6 40.6 38' 48" 80' 72' 80' 3 5 55.3 69.2 69.2 69.2 4 49.7 49.7 49.7 49.7 4 38.7 38.7 38.7 38.7 5 31.7 31.7 31.7 31.7 CO gi 5" MAX. DSB ANNEALED GLASS ii JL DSB ANNEALED GLASS 0 BASED ON FTL -1004 DATED 12 -22 -94 TEST SIZE= 74" X 63" (XO) TEST LOADS= EXTERIOR PRESSURE +68.2 PSF INTERIOR PRESSURE -83.1 PSF DESIGN LOADS= EXTERIOR PRESSURE +45.4 PSF INTERIOR PRESSURE -55.4 PSF WATER INFILTRATION TEST= 8.3 AND 10.5 PSF TESTED GLASS= DSB ANNEALED 20 1 /2" r MAX. WINDOW WIDTH TYPICAL ELEVATION (XO) 21 1/2" 1 L MAX. 1 t I MIAMI- DADE•IMPACT RESISTANT SHUTTERS REQUIRED AP fs0YED AS COMPLYING WITH THE SCL'rd FlCP..iD. BUILDING CODE t • PdCI) C CL' L DIV..ON BU.:O.I:G CCOE COI:PUANCE OFFICE 1CCEiTA2 CE 140. 1 5- 0 Lot • .1_ FALSE MUNTINS (SURFACE APPLIED) MAY BE USED PRODUCT RENEWED ACCEPTANCE V0.. 02- O(' S •t) EXPIRATION 1)A'lf BY �` - • i /PROD CONTROL DIVL Le -J LNG CODE COMPl1ANCE OFFICE NOTES: 1. -SUET -BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2" NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3 LONG FASTENERS OR EQUIVALENT. 2.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL BE PROPERLY PROTECTED. FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florldo 3.3012 Ph: 305 384 -9952 Fox: 305828 -5118 4671 Feo U-.- C C LILI N 0 N UZ � 3 u...... E 5 r ia 111211 ea as Drown By; JN Dac.: 3 -4 -99 sc•lk 1/2' Rov(.lon: R,vt.lan: DRAWING NO. HS99 -01 SHEET 1 OF 3 WINDOW HEIGHT 0 w O z • • � • : (2) WEEP HOLES • GLAZING METHOD: t ' ATTACHMENT TO MASONRY VERTICAL SECTION USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) E (2) WEEP HOLES 4 . • unR T7ONTAL SLIDING WINDOW SECTIONS • 4 •• • . • •e • • 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) VERTICAL SECTION WITH SILL RISER PRODU CO, FROL DIVISION BUILDING CODE COM PLL4.NCE OFFICE 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT • INTO MASONRY. • (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) D w 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) WINDOW WIDTH HORIZONTAL SECTION 3/16 SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) APPRO +'ED AS COMPLYING W TH THE SOUTH FLORIDA BUILDING CODE DAT PRODUC :.tTROL DtV!S ON 8Uf! D.N CODE COMPLIANCE OFFICE ACCEPTANCE NO. _ I - 0201 1 1/4" MAX. SHIM SPACE 0 LLJ PRODUCT RENEWED o ACCEPTANCE No. b1_ 0 ( 1 5 - : - . ° 5 , EXPIIL4 ON DATE - 2. 3/16 SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1. • (2) WEEP HOLES ATTACHMENT TO WOOD VERTICAL SECTION ATTACHMENT TO MASONRY DETAIL 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) 3 8 ' O1 FRANCISC ERNANDEZ FLORIDA PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384-9952 Fax: 05 828 -5118 134 DI c � c �J , ,� C�N�N L. o , gMite �� EgEx Drawn By JN Dace: 3 -4 -99 Scale: 1 /2a =1 n Revision: R.vidon: DRAWING N0. HS99 -01 SHEET 2 OF 3 ITEM 0 H 1 0.394 0.395 �- RBQD. 0.812b 1.875 MOVING H --I SW 6063 1.825H - ...iZSI_rl 0.e12 MEETING -017 —T5 --s_i r- 0.0 I.-- RAIL lr IT 1 --- 2907 6063 —T5 2.125 1.750 1 I L FRAME SILL 1.250 1.312 I SWxxx21 1 MEETING RAIL -40111 6063 —T5 FIXED SW —o GLAZING STOP SW -018 6063 —T5 JAMB TO FIXED PANEL SW -014 6063 —T5 AS RQD GLAZING BEAD RAIL 5 1.00 2 1.250 - _ 1.437 SW3019 _11==. 1,000 1 -� 0.810 SUDER TOP SW 6063 0.592 0.050 �� 1` _ 0.687 �- FRAME GLAZING TAPE FOAM -- 2.077 --- JAMB TO MOVING PANEL SW -013 6063 —T5 k- AND BOTTOM -012 —T5 INSERT SW 6063 TRACK —xxx21 —T5 BRASS 9 SW -017 0.078 MOVING MEETING RAIL 2.750 10 SW40111 1.8750 FIXED MEETING RAIL 6063 —T5 11 SW —AS 3.082 ASSEMBLY SCREWS }j 8X1' SMS. 12 SW -013 1.750 JAMB TO MOVING PANEL 6063 —T5 13 SW -016 1.5090 MOVING SIDE RAIL 6063 —T5 14 --1 MOVING 1.0000 1-.-- SIDE SW -016 6063 —T5 RAIL VINYL 2.00 SW -667 SILL • FRAME HEAD AND SW -019 6063 —T5 SILL RISER SW -40771 8063 —T5 ITEM 0 PART 0 RBQD. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063 —T5 2 SW -019 1 FRAME SILL 8063 —T5 3 SWxxx21 1 INSERT TRACK 6083 —T5 4 SW -018 AS RQD GLAZING BEAD 6063 —T5 5 SW -012 2 SUDER TOP /BOTTOM RAIL 8063 —T5 ' 6 SW3019 AS RQD FIN SEAL PILE FELT 7 SW1520 AS RQD GLAZING TAPE FOAM 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063 —T5 10 SW40111 1 FIXED MEETING RAIL 6063 —T5 11 SW —AS AS RQD ASSEMBLY SCREWS }j 8X1' SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063 —T5 13 SW -016 1 MOVING SIDE RAIL 6063 —T5 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 15 SW -667 AS RQD LATCH ZINC 16 SW —S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 —T5 18 SW -014 1 JAMB TO FIXED PANEL 6063 —T5 EXPIRATION DATE BY MATERIAL LIST PRODUCT RENEWED ACCEPTANCE No. 0 2- 0 B1J1 INGC(� ONI I I'. ICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE rstl- o � • 1 FRODI;(1- C ERO1 DiV!S ON dUIlOMG CODE COMPLIANCE OFFICE 1CCEPTANCE HO. Ci C1-OtoL. 'Z FRANCISCO HERNANDEZ FLORIDA PE II 51393 Sunsf�ine Windows Manuf;)cturing, Inc. 1745 tit. 33rd Place Hialeah, Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 S ao a:c. - 6 dr Q7� n tri NiN N N �OJ ^ N . .,.......... ,...._ E s NM'af ti I ; C7 y Q A p xx . Drown By: JN Date: 3 -4 -99 Scale: 1 /2 " =1 " Revision: Revision: DRAWING NO. HS99 —01 SHEET 3 OF 3 EXPIRATION DATE BY MATERIAL LIST PRODUCT RENEWED ACCEPTANCE No. 0 2- 0 B1J1 INGC(� ONI I I'. ICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE rstl- o � • 1 FRODI;(1- C ERO1 DiV!S ON dUIlOMG CODE COMPLIANCE OFFICE 1CCEPTANCE HO. Ci C1-OtoL. 'Z FRANCISCO HERNANDEZ FLORIDA PE II 51393 SH Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 SINGLE HUNG WINDOW (LARGE, SMALL AND NONE MISSILE IMPACT.) NOA: 02- 0212.02 MIA MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) M °AMI -DADE COUNTY, FLORtDA ME . - RO -DADE FLAGLER BUILDING 1.10 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2108 Sunshine Windows MFG., 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 "2000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. SH98 -04, titled "Series 2000 Aluminum Single Hung Window ", sheets I through 5, prepared, signed and sealed by Francisco Hernandez, P.E., dated 3/25/99, 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, Small and None 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 literawre. 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 proviued 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 # 00- 0403.07 and, consists of this. page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Roa:riguez. NOA No 02- 0212.02 Expiration Date: April 22, 2007 Approval Date: March 21, 2002 Page 1 DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW HURRICANE PROTECTION IS REQUIRED WINtIOW DIMENSION s ANCHOR SCHEDULE LIGHT DUTY MEDIUM DUTY DUTY (W/ STEIN, REINFORCEMENT) 3/16' TAPCONS SAW-ANNEALED GLASS 3/16 ANNEALED GASS 1/4' -ANN. G ASS PER BRAD AND SAL 1St .JAMB DSB - ANN. GLASS 3/16" ANN. GLASS 3/16' TAPCONS 1/4' TAPC0113 3/16' TAPCONS i 1/4" TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 10 1/8 28' 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/2" 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 37' 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 531/5" 4 60.7 67.5 60.7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0. 122.5 98.0 184.8 19 1/5" 38 3/5' 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 20.1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 37: 3 60.7 67.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0. 122.5 98.0 184.8 53 + /N' 4 60.7 64.8 60.7 64.8 90.6 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 ' /- so 5 e 2 4 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 2 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 - 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 53 - .,.." 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 19 1/5• 2 5 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 1/2" 2 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 37' 3 60.7 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 53 1/e' 4. 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 19 1/5" : 74 1/4' 2 5 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 25 1/2' 2 60.7 67.5 60.7 ,. 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184.8 • ' 37' 3 51.4 51.4 60.7 71.5 71.5 71.5 93.3 93.3 7 -12 -94 OVER 1) PSF PSF PSF 71.5 71.5 93.3 93.3 98.0 140.8 BASED ON MIL -16143 DATED 7 -12-94 TEST Si2E- 53 x 63' (1 OVER 1) TEST LOADS- +70 0 - 70.0 PSF DESIGN LWIDS■ +48.7 -40.7 PSF WATER INFILTRATION TEST- 9.1 PST TESTED GLASS- 08 N 5 EALED BASED ON Nit -16175 DATED TEST SIZE- 53 /6' x 63' (1 TEST LOADS +1 - 105.0 DESIGN LOADS- +70.0 -70.0 WATER INFILTRATION TEST- 14.7 TESTED CLA - 3/16' ANNEALED BASED ON MTL -16170 DATED 7 -12 -94 . TEST SIZE- 53 1/6' X 63' (1 OVER 1) TEST LOADS- +156.0 -156.0 PSF DESIGN LOADS- +96.0 -104.0 PSF WATER INFILTRATION TEST- 14.7 PSF TESTED GLASS- 3/16' ANNEALED a . O 21" MAX. f II II It tt 1 It 11 Ii 11 II II - 11 It JL JL lr / -- r tt II 1 1 tt II O II II tt tt 11 II II II 1 rrnwvn ANCH01 I I II I I tt it It II II tt tt II II ,r Y It II I II II II II I, 11 II II II II I 24" MAX O r 1 WINDOW WIDTH • HEAD ANCHORS SEE CHART APPROVED AS LOItMPLYING WITH THE SOUTH FLORIDA BUILDING CODE WeAtt 1i( ° BY I - PROD' CONT''l DIVISION BM DE COMPLIMCE OFFICE ACCEPTANCE NO A7 n4o 3.03 - 6" MAX. TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPUED) MAY BE USED PRODUCT RENEWED ACCEPTauCE No. 1- (L1 1.011 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE - Z5 - 0 O FRANCISCO HERNANDEZ FL. PE# 51393 Sunshine Windows 4iunufociuring, Inc. 1745 W. 33rd place Hlohah. Fbrldo 33012 Ph: (305)364 -9952 Fax•(305)028 -5115 pd Q , fsi 141-4)Er". c c 504 IS g inliaktE 12 1 D 9,, JN oat.: 3 -25 -99 Soots: 1/2 R.vT.lon;3 -25 -00 R.vhdon; ORAMANG NO. SH98 -04 SHEET 1 OF 5; • DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW WINDOW DIMENSION ANCHOR SCHEDULE 1/4" TEMPERED GLASS FOR LIGHT, MEDIUM AND HEAVY DUTY WINDOWS HURRICANE PROTECTION IS REQUIRED STANDARD SILL 3" HIGH SILL PER IAMB 3116' TAPCONS 1µ' TAPCONS 3/16' TAPCONS 1/4' TAPCONS WIDTH HEIGHT AND s>i EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/8' 2 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 26,1/2' . 28• 2 3 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 37' 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 53 1/8• 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 19 1/8' 38 3/8' 2 4 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 26 '1/2 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 37' 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 53 1 /8' 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 191/6 ao 5/8 2 5 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 26 1/2' 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 37' 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 53 1/a• 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 19 1/8' - . 2 . 6 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 25 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 3r . ,. 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 53 IN 4 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 19 ..1/13' :. 2 . 6 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 25 1/2' 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 37' 741/4' 3 66.7 85. 66.7 155.0 75.0 85.8 75.0 155.0 53 1 /a• 4 66.7 69.8 66.7 1 75.0 69.8 i 0.8 75.0 75.0 BASED ON TEST SIZE- TEST LOADS- DESIGN LOADS= WATER INFILTRATION FTL -1837 DATED 11 -19 -97 53 1/8" X 74 1/4' (1 OVER 1) +112.5 -112.5 PSF +75.0 -75.0 PSF TEST= 10.0 PSF WITH STD. SILL 11.3 PSF WITH 3' HIGH SILL 1/4' TEMPERED ItsitO GLASS= 6 HEAD ANCHORS SEE CHART 14 MAX. 1/4" TEMPEREDf!GLASS IL - 11 rI II i/ II 11 11 1/4' ThMPERED;IGLASS II II JL IL 'Sr IS II II WINDOW WIDTH t 4 MAX SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D �j., rMVO. CJ2 0 BY %%/�! PROD T • 01. DIVISION 4 BUILT r CODE COMPLIANCE OFFICE ACCEPTANCE NO 0 04 PRODUCT RENEWED ACCEPTANCE No. 0 Z - D LIT # t EXPIRATION DATE lit 72/ "17 ©y PRODUCT CONTROL DIVISION BUILDING CODE COMPUANCE OFFICE 3 -00 FRANCISCO HERNANDEZ FL PEI 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: {305)384 -9952 Fax•305)826 -5118 Drawn Br: JN Dote: 3 -25 -99 scale: 1/2"=1 ReNslon;3 -25 -OQ ReNdon: DRAWING NO. SH98 -04 SHEET 2 0F5 ANCHORS SEE CHART WINDOW HEIGHT ITEM • PART e 1 REQD. DESCRIPTION MAMMAL 1 SW -014 1 FRAME HEAD 6063 -T5 2 SW -52101 1 FRAME SILL 6063 -15 4 SW -015 1 MEETING RAIL 6063 -T5 5 SW -017 1 SASH TOP RAIL 6083 -T5 6 SW -43355 1 SASH BOTTOM RAIL 6063 -15 7 SW -40771 1 3' RISER 6063 -T5 9 SW -AS 14 ASSEMBLY SCREWS 1 8X1' PH PHIWP CRS 11 SW -687 2/VENT LATCH ZINC . 1i SW -1820 AS ROD SEAL PILE FELT 13 SW -3257 AS RQD WEATHER STRIP BULB VINYL 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME SILL/3' RISER 6063 -T5 19 SW -40770 1 BOTTOM RAIL/3'RISER 6063 -T5 20 SW -43353 2/VENT LATCH BOTTOM RAIL 6063 -T5 EXPIRATION DA /U LZ . I-. PRODUCT ;.BUILDING CODE COMP ACCEPTANCE Na -- Q O Z • t ' 0 1 1(UD kJ YO L.0 • :1 OL ' SION CE OFFICE • .•e g'. • • • d. VIA � • ;1/2" WEEP. • SLOTS AT EACH END .. .• •• • • . • t 13 ,••• 4 6 .: LIGHT DUTY TYPICAL ANCHORS SEE ELEVATION FOR SPACING ANCHORS: INTO 2BY WOOD BUCKS OR WOOD STUCTURE 3/16' OR 1/4" TAPCONS WITH 1 1/2" MIN. PENETRATION INTO WOOD INTO 1 BY WOOD BUCKS OR INTO MASONRY 3/16' OR 1/4' TAPCONS WITH 1 1/4" MIN. EMBED INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR • 13/4' X 3/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAi ..� X� 022 BY 'L/�I�r/.//!%! PRODU CO •.OL DIVISION ' BUILDING CODE COMPLIANCE I ICE ACCEPTANCE N0.00 - 0 5.0 2' SII LATCH TYPICAL ANCHORS SEE ELEVATION FOR SPACING 19 1/2" WEEP SLOTS AT EACH END WOOD BUCKS NOT BY SUNSHINE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY CLAZItiC SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE • a• \ • •. 4 5/8' X 5/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY MEDIUM AND HEAVY DUTY 1/2" WEEP SLOTS AT EACH END • r 1 .\ 1 BY OR 2 BY WOOD BUCK 191t11LnI.weren. Y.aLL■ m V 9di0l1) 20 2' SILL LATCH . Z CO N M 1/2" WEEP SLOTS AT EACH END ! 3 -Z IF -00 FRANCISCO HERNANDEZ FL PEI 51393 1 1 BY OR 2 BY WOOD BUCK LIGHT DUTY MEDIUM AND HEAVY DUTY Sunshine Windows Manufacturing; inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384-9952 F0=00.5)828-5118 Drown By: J N Dab: 3 -25 -99 Seale: 1 /2 =1 RsNalon: Reddon: ORMIING NO. SH98 -04 SHEEP 3 OF 5 . r ma* :PARTS MD. DIDIr1ION MATERIAL 3 .5W -011 2 FRAME JAMB 6063 -T5 8 :. SW -012 .2 SASH SIDE RAIL 6063 -T5 10 , . ;= SW -8202A 4/VENT FACE GUIDES NYLON ..1 14:' SW - 1520 AS RQD GLAZING TAPE FOAM 1 5 • SW -018 AS RQD GLAZING BEAD 6063 -T5 ALUMINUM 18 . - SW -540 2 SPIRAL BALANCE I '. 17 . SW -3082 AS RQD WEATHER 51Rrr BULB VINYL. 1 • BY OR 2 BY OD BUCK PRODUCT RENEWED 0 - - oZ(2.Ot ACCEPTANCE No. EXPIRATIOND•/ it ( By WINDOW WIDTH MATERIAL LIST (HORIZONTAL SECTION) HORIZONTAL SECTION (P�t 011GCT . OL i !VISION BUILDING CODE COMPLIANCE OFFICE 3/8' MAX. SHIMS • • TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA - 02 BY PRODU' CO 1 '1 DIVISION BUILDI CODE COMPLIANCE OFFICE ACCEPTANCE NO °° ' 04 -09- E•-- 2.062 --� 0.050 FRAME HEAD SW -014 6063-15 2.127 0.062 F-- 2.078 --I 2.750 FRAME SILL SW -52101 6063 -T5 �--- 1.890 --1 1.000 SASH BOTTOM !!1.1.. SW -43355 6083 -T5 2.314 2.000 1 1.250 H 0.687 1 0.394 0.395 1� � -- Or GLAZING STOP SW -018 8063-15 0.937 �-- 0.050 2.375 -� FRAME JAMB SW -011 6063 -T5 �---- 2.077 ---� FRAME SILL SW -013 6063 -T5 1.437 -1 0.812 MEETING RAIL SW -015 6063 -T5 0.592 1 i 0.050 --I 0.810 k SASH SIDE RAIL SW -012 6063-15 1.625 -+y -� 1:000 !-- SASH BOTTOM RAIL SW -40770 6063 -T5 0.078 U 1.625 � --if-- -•- -,._.) SASH TOP RAIL SW -017 6063 - T5 1.04.: T= 1.059 1 LATCH BOTTON RAIL SW -43353 6063 -T5 0.094 T 1 3462 ' L SILL RISER SW -40771 • 6063 -T5 0.050 3 -25 -00 FRANCISCO HERNANDEZ FL PE/ 51393 Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Place HIdeoh. FlotIdo 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 ww) I 514 Unfit PAM' I REQD. DESCRIPITON 1 MATZRIAL 1 SW -014 - - 1 FRAME HEAD ..... 6063 -T5 • 2 SW52101 1 FRAME SILL 6063 -75 3 SW -011 2 FRAME JAMB 6063 -T5 4 SW40111 1 MEETING RAIL 6063 -15 5 SW -017 1 SASH TOP RAIL 6063-15 6 3W43355 1 SASH BOTTOM RAIL 6063 -T5 7 3W8202E 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6063 -T5 9 SW -AS AS RE9 ASSEMBLY SCREWS # 8X1' PH PHIWP CRS 10 SW8 4/VENT FACE GUIDES NYLON 11 SW4335; 2/VENT LATCH 6063 -T5 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD WEATHER STRIP BULB VINYL 14 - AS RQD SILICONE DC- 795/SM -5731 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 16 SW540 2 SPIRAL BALANCE ALUMINUM WINDOW WIDTH ANCHORS PER HEAD & SILL 19 1/8' 2 28 1/2' 3 37' 4 53 1/8' 5 I I I WINDOW HEIGHT ANCHORS PER JAMB 26' . 3 38 3/8' 4 50 5/8" 5 63' 8 73 3/4' 8 i Yri AvL.nur(S e. - IP.- •••••• r• . . • • • '•a N -LATCH OPTION a N V < ►� 7 � o o g APPROVED AS COMPLYING WITH SOUTH FLORIDA BUILDING CODE DAT .-- --()11 02' 3i o VERTICAL SECTION BY PRODU I ROL DIVISION 8UILDI CODE COMPLIANCE OFF ACCEPTANCE NO.0 04034; . .• IMPACT RESISTANT WINDOW % THE GLAZING: GLASS OPTIONS: A) 3/8" OVERALL LAMINATED GLASS USING TWO UGHTS Or 1, HEAT STRENTHENED LASS WITH AN 0.010" INTERLAYER FlUA. GLASSLAM r Li Y PLUS A A 5/8" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET S -10 ON EACH SIDE CPF FILM AT PERIMETER EDGE. 8) 3/8' OVERALL LAMINATED GLASS USING TWO UGI{CS OF 1/8' HEAT STRENTHENED GLASS WITH AN 0.090' INTERLAYER FILM, DUPONT WITH BUTALITL MEZHOD: INTERIOR GLAZED WITH 3/8" GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND, SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4' PHSMS PER BEAD. r L DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT war 1 BY OR 2 BY WOOD BUCK WINDOW r, 13TH 3/8 MAX. . SHIMS HORIZONTAL SECTION • A. • 1 TYPICAL ANCHORS M r N 4 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ANCHORS: INTO 2BY WOOD BUCKS 3/16' TAPCONS WITH 1 INTO 15Y WOOD BUCKS 3/16' TAPCONS WITH 1 V�V V111 1I 141 it iit . Iii II II 9Ai~'ACT GLASS -- JL_ ii Ii II B li ii 4' - --114' MAXI --I WINDOW WIDTH Ii II _ Ii II IAA ?ACT GLARS __— JL_ _JL___ r SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 TEESST�SIZE F 53 1 /8 X 3/4 8 (1 OVER 1) TEST LOADS= +135.0 —135.0 PSF DESIGN LOADS= +70.0 —90.0 WATER INFILTRATION TEST= 10.5 PSF TESTED GLASS= 3/8 HEAT STRENTHENED LAMINATED CYCUC WIND L TEST= +90.0 —90.0 PSF I HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED OR WOOD STUCTURE 1/2' MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4" MIN. EMBEDMENT INTO MASONRY. - a6-Oa 14 MAX, FRANCISCO HERNANDEZ FL PE' 51393 4' Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Meth. Florida 33012 Ph: 305364 -9932 Fax: 053828 -5118 Drown a JN Data: 3 -25 -99 scats: 1/2' Revion3 -75 —On Revision: DRAWING NO. SH98 -04 SHEET 5 OF 5 I DESIGN PRESSURE CHART - PSF SERIES -1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) HURRICANE PROTECTION SYSTEM IS REQUIRED DIMENSION Ii ' I 11 II 11 1 11 I i 11 I ii ti I II II I 11 1 L J L • 1. - 'I i I 1 Cill ANCHOR SCHEDULE GLASS DSB ANNEALED AT VENTS 3/16" ANNEALED AT FIXED GLASS 3/16" ANNEALED AT VENTS 1/4" ANNEALED AT FIXED (ill - a - -1r Put HEAD & Si" PER 1 3/4" SILL 2 112" SILL 13/4" SILL 21/2" SILL WIDTH HEIGHT JAMB EXT. INT. EXT. INT. EXT. INT. EXT. INT. 74' 5 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 106 1/4 26' 7 3 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 M 111' 7 40.7 67.5 67.5 67.5 40.7 118.4 70.0 118.4 N 74 - 5 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 108 1/4' 1/4' 3a 3/ 7 3 40.7 55.7 55.7 55.7 40.7 84.1 70.0 84.1 $. 111' 7 40.7 53.2 53.2 53.2 40.7 80.2 70.0 80.2 E.r 74 50 5 / 8 ' 5 4 40.7 62.6 62.6 62.6 40.7 90.9 68.7 90.9 108 1/4 7 40.7 42.2 42.2 42.2 40.7 63.7 60.4 63.7 111' 7 40.3 40.3 40.3 40.3 40.7 60.8 59.7 60.8 74° e3° 5 5 40.7 50.3 49.2 50.3 40.7 65.1 49.2 65.1 108 1/4° 7 33.9 33.9 33.9 33.9 40.5 51.2 40.5 51.2 111° 7 32.4 32.4 32.4 32.4 39.9 48.9 39.9 48.9 4 CA A O 72' 24° 5 2 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 84' 6 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 9e' 6 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 toe• 7 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 72' 3e' 5 • 3 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 e4' 6 40.7 67.5 67.5 67.5 40.7 115.6 70.0 115.6 9e' 6 40.7 66.3 66.3 66.3 40.7 100.0 70.0 100.0 toe' 7 40.7 58.4 58.4 58.4 40.7 88.1 70.0 88.1 72' 5 40.7 67.5 67.5 67.5 40.7 100.6 70.0 100.6 84" 6 4 40.7 57.5 57.5 57.5 40.7 86.7 70.0 86.7 98' 48' 6 40.7 49.7 49.7 49.7 40.7 75.0 68.6 75.0 t0e' 7 40.7 43.8 43.8 43.8 40.7 66.0 66.0 66.0 72' 5 40.7 54.5 53.8 54.5 40.7 71.1 53.8 71.1 84' 6 5 40.7 46.0 46.0 46.0 40.7 64.9 49.1 64.9 9e' e0' 6 39.8 39.8 39.8 39.8 40.7 60.0 45.9 60.0 toe 7 35.0 35.0 35.0 35.0 40.7 52.8 43.9 52.8 TEST LOADS BASED TEST +59.8 -79.1 TEST ON FTL SIZE= 111" PSF PSF -1006 DATED 10 -25 X 63 (XOX) DESIGN LOADS -94 +39.9 PSF -52.7 PSF AT VENTS AT FIXED EXTERIOR PRESSURE INTERIOR PRESSURE WATER INFILTRATION EXTERIOR PRESSURE INTERIOR PRESSURE TESTED GLASS 6.1 PSF AND 10.5 PSF DSB ANNEALED 3/16' ANNEALED _ 'i i i 1 I I 1 I I I _ -IL. j 1 ,1 ,i I ; _ Ii ' I 11 II 11 1 11 I i 11 I ii ti I II II I 11 1 L J L • 1. - 'I i I 1 Cill 11 11 II II II 11 J L 11 .. 1, ii ./ 11 . - 1 1 i J I. _ - i r II ti II ti ii /.. . ' I1 11 • J L r - 1 I i I , i 1 (ill - a - -1r I I .1 I , II I -I L r - -•• ii 11 II 11 II II it I1 11 :i II ii �® 1 1 1 1 I ii ii ii Ii II 11 it ii 11 I :1 a- :1 11 it 11 ii i! - 6 MAX. WINDOW WIDTH X a 4 3/4 MAX. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATION (XOX) NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. APPRCVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OA BY _ PRODUCT CONT ' L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00 0S2¢ • 01 FRANCISCO HERNANDEZ FLORIDA PE fi 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa I4alaa i. Florida 33012 Ph: 1305)384 -9852 Fax:305 28 -5118 D rawn B JN Data: 3 -9 -99 scab 1 /2 " =1 R.dala";3 -25 -00 DRAWING NO. HS99 -03 SHEET 1 OF 5 DESIGN PRESSURE CIIART - PSF SERIES-1650 ALUMINUM HORIZON WINDOW (XOX) 1/4" TEMPERED GLASS AT VENTS AND FIXED 11 L it ;L ■1 WINDOW DIMENSION ANCHOR scHEDuLE HURRICANE PROTECTION I REQUIRED PER HEAD & SILL PER 13/4" SILL 21/2" SILL 3 1/4" MAX. 0 WIDTH HEIGHT 17 WINDOW WIDTH EXT. INT. EXT. INT. 74' 5 46.7 215.9 70.0 215.9 1081/4 20 ' 7 3 46.7 197.7 70.0 197.7 111' 7 46.7 188.1 70.0 188.1 CA 74' ' 38 3 5 4 46.7 162.8 70.0 162.8 108 1/4•' 7 463 143.5 70:0 143:5 111' 7 46.7 136.0 70.0 136.0 E,.I VI 74' 50 8/e' 5 5 46.7 119.6 70.0 119.6 108 1/4• 7 46.7 105.0 70.0 105.0 11 1• 7 46.7 103.8 70.0 103.8 74' 63' 5 5 46.7 85.6 70.0 85.6 106 1/4' 7 46.7 70.5 70.0 70.5 111' 7 46.7 69.3 69.3 69.3 M CA A x 72' 24' 5 3 46.7 237.7 70.0 237.7 84" 6 46.7 237.7 70.0 237.7 98' 7 46.7 237.7 70.0 237.7 108' 7 46.7 208.0 70.0 208.0 72' 38' 5 4 46.7 176.1 70.0 176.1 84' 6 46.7 172.9 70.0 172.9 98' 7 46.7 170.7 70.0 170.7 108' 7 46.7 147.9 70.0 147.9 72' 5 46.7 132.2 70.0 132.2 84' 6 4 46.7 124.0 70.0 124.0 9 _ 48 7 46.7 119.3 70.0 119.3 108 7 46.7 115.6 70.0 115.6 72' 5 46.7 93.5 70.0 93.5 84' _ 6 5 46.7 85.4 70.0 85.4 98' o 7 46.7 79.9 70.0 79.9 108' 7 46.7 76.3 70.0 76.3 TEST LOADS TEST SIZE= +104.0 -104.0 PSF TEST 111" X 63 (XOX) DESIGN LOADS +69.3 PSF -69.3 PSF AT VENTS FIXED EXTERIOR PRESSURE INTERIOR PRESSURE WATER INFILTRATION PSF EXTERIOR INTERIOR PRESSURE PRESSURE I tb I tU GLASS 7.0 PSF AND 10.5 PSF 1/4 TEMPERED 1/4- TEMPERD AT I -. I i 1 1 I I II I II I II I \\ II I � ' I I JL.%;; II �� ii II \ II II II II II II II 1I I II 1 11 L it ;L ■1 • ti 11 , , 11 II II 11 II II II II II II II \".. II 11 ;\ __ • II :. II ` 1 II \ II II II II I II „ .,. O�� ., , „ ......., „ ,,, " L H nr .r u ii li H II H if H H H H H 1 - - 3 1/4" MAX. 0 17 WINDOW WIDTH 1/4" MAX. 3 1 /4" MAX. FALSE MUNTINS (SURFACE APPUED) ' MAY BE USED TYPICAL ELEVATION (XOX) I APPROVED AS COMPLYING Y!'TH THE SOUTH FLORIDA BUILDING CODE DA fr BY PRODUCT C .ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00 - c2 rX4.0 / 17 1/4" MAX. I NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. - 111111174 -26 120 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plan Hlaloah, Florida 33012 Ph: (305)384 -4952 Fax•(303 )028 -5116 Drawn B JN Date: 3 -9 -99 s 1/2"=1' Redelon -25 -OQ Rwddon: DRAWING N0. HS99 -03 SHEET 2 OF 5 WINDOW HEIGHT C., 0 0 . • : ' !I • 4 1– ' \ 00 11 0 .11 II 0 0 0 0 (2) WEEP HOLES 4 J/I0 AeLUNa 1 1/4 MIN. LMOLOMUNI Miu MAzUNM1 (FOR NUMBER OF ANCHORS REFER TO . ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) .• • • . • ' 111 • • : • 4 . • • . _ ATTACHMENT TO MA . . VERTICAL SECTION ATTACHMENT TO WOOD DETAIL 3/16 SMS 1 1/2" MIN. PENETRATION INTO W000. (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) WINDOW WIDTH VERTICAL SECTION WITH SILL RISER 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO. MASONRY (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) 3/16' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY. . (FOR NUMBER OF ANCHORS REFER. TO .. - ANCHOR SCHEDULE 1N DESIGN PRESSURE CHART) • 3/16" SMS 1 I/2" MIN. PENETRATION INTO WOOD. • (FOR *NUMBER OF ANCHORS REFER TO ANCHOR: • SCHEDULE IN DESIGN. PRESSURE CHART). • ' . 1/e MAX. SHIM SPACE ATTACHMENT TO MASONRY DETAIL 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) • 3/16' SMS 1 1/2' MIN. PENETRATION INTO. WOOD. (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) AIN HORIZONTAL SECTION HORIZONTAL-. SLIDING WINDOW SECTIONS • • • ATTACHMENT TO WOOD VERTICAL SECTION - • GLAZINCLNDETEDM: • ''. • .... - . . . — - • • 4 • USE ADHESIVE BEDDING COMPOUND • AND GLAZING . • -• FOAM TAPE ON EXTERIOR. - • , . EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. • • . . • WOOD - BUCKS NOT BY . SUNSHINE 'WINDOWS: kW., •_sustAIN _LOADS •IMPI0SED BY GLAZING SYSTEM - : -. APPROVED AS 'COMPLYING WITH ' TIt • . - .SOUTHFLORIDA 'BUILDING CODE . , • . . Ert PRODUC CO u ' • DIY!S.ON 4• CODE . COMPLIANCE or 4 : CCEPTANCE NO:00—arz4:64 DRAWING NO H5 814l" 3 OF 5 FRANCISCO HERNANDEZ FLORIDA PE # 51393 S. t tb, ATTAC)EMIWT TO MASONRY VERTICAL SECTION AT 3 5/8' FROM CORNERS MAX. AND THE REST 17 1/4" O.C. MAX. 3/16" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY AT 3 5/8" FROM CORNERS MAX. AND THE REST 17 1/4" O.C. MAX. ATTACHMENT TO WOOD DETAIL 3/16" SMS 1 1/2" MIN. PENETRATION INTO WOOD AT ' MAX. FROM CORNERS AND THE REST 14 1/4" O.C. MAX. DESIGN PRESSURE RATING + 60.0 PSF -60.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT 15 (2) 2' WEEP HOLES 3/4" X 3/8" STEEL BAR WINDOW WIDTH INTO WOOD AT 3 5/8' FROM CORNERS MAX. AND THE REST 17 1/4" O.C. MAX. to ATTACHMENT TO WOOD VERTICAL SEC'T'ION HORIZONTAL SECTION (XOX) •2 3 APPROVED AS COMPLYING W TH THE SOUTH FLORIDA BUILDING CODE DATE -'t2 / 4d2CD BY PHODUCTC MROI. DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO U - D,r24 3/16" SMS 1 1/2' MIN. PENETRATION INTO WOOD AT 3 5/8" FROM CORNERS MAX. AND THE REST 17 1/4" O.C. MAX. • • .1/4" MAX. SHIM SPACE 12 ATTACHMENT TO MASONRY DETAIL 3/16" TAPCONS 1 1 f MIN. EMBEDMENT INTO MASONRY AT 3 MAX. FROM CORNERS AND THE REST 14 1/4' O.C. MAX. 3 5/8" MAX. n TI II IMPACI1 GLAS - -JL- -_ - lam 1 .. - jL -- `_ —1 f 11 11 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 11 I 11 II II IMPACT GLASS L -l` -- -- — te -- 11 it 11 11 17 1/4' MAX. 7-1 IMPACfII G - � II II log LARGE MISSILES IMPACT WINDOW r 5/8" MAX. BASED ON FTL -1835 DATED 8 -4 -98 TEST SIZE= 111" X 63" (XOX) TEST LOADS= +90.0 -90.0 PSF DESIGN LOADS= +60.0 -60.0 PSF WATER INFILTRATION TEST= 9.0 PSF TESTED GLASS= 3/8" HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +60.0 -60.0 PSF HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED' • . • • TYPICAL ELEVATION (XOX) • . 17 1/4 MAX. WINDOW WIDTH GLAZING : MATERIAL : 3/8" OVERALL LAMINATED GLASS USING TWO LIGHTS, OF 1/8" HEAT - STRENGTHENED CLASS WITH AN 0.010" INTERLAYER FILM, GLASSLAM SAFETY PLUS, AND 3/8" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER AND GASKET S -10, ON EACH SIDE OF FILM AT PERIMETER EDGE. METHOD: INTERIOR GLAZED WITH 3/8' GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5731 AND DOW CORNING 795. AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD. GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 BY 3/4' PHSMS PER BEAD. WOOD BUCKS NOT BY SUNSHINE WINDOWS IALAT SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AP FRANCISCO HERNANDEZ FLORIDA PE # 51393 TII111m • PART • REQD. DBSCR/ MOAN MATERIAL 1 SW -019 1 FRAME HEAD 6083 –T5 2. SW -019 1 FRAME SILL 6063 –T5 3 SWxxx21 1 INSERT TRACK 6063 –T5 4 SW -018 AS ROD GLAZING BEAD 6063 –T5 5 SW -012 2/VENT SUDER TOP /BOTTOM RAIL 6063 –T5 6 SW3019 AS ROD FIN SEAL PILE FELT 7 SW1520 AS ROD GLAZING TAPE FOAM 8 SW321W 2/VENT WHEEL BRASS 9 SW -017 1/VENT MOVING MEETING RAIL 6083 –T5 10 SW40111 2 FIXED MEETING RAIL 6063 –T5 11 SW –AS AS ROD ASSEMBLY SCREWS # 8X1" PH PHIWP CRS 12 SW -013 2 JAMB 6063 –T5 ,13. • SW -016 1/VENT MOVING: S4PE RAIL 6063 –T5 - 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW -667 AS ROD LATCH ZINC 16 SW –S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 –T5 18 – AS ROD SIUCONE DC- 795/SM -5731 1 J� 0.394 -1 0.812 h h-•- 1.825 1.875 MOVING 6063 - _ r Ju — 0.050 1 lJ5O 2.125 1.250 0.812 MEETING RAIL SW -017 –T5 0.395 —r 0.750 � � -�- GLAZING STOP SW -018 6063 –T5 AXED MEETING RAIL SW -40111 6063 –T5 0.592 1.00 1.250 1_ rp J' 1� 1--- -I 1.000 l --I 0.810 SUDER TOP SW 6063 0.050 n _ in N. 0.687 �--- L AND -012 –T5 r BOTTOM RAIL INSERT TRACK SW –xxx21 6063 –T5 2.077 -- FRAME JAMB SW -013 6063 –T5 2.750 0.078 3.062 • vv U 1.750 1 - 1 . —11.0000 MOVING 1.5090 ____11 tlirl SILL 1-- SIDE RAIL SW -016 6063 –T5 2.00 FRAME HEAD AND SW- 019 /SW -44287 6063 –T5 SILL RISER SW -40771 6063 –T5 MATERIAL LIST AMMO AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE DAT. -. fr BY _ FIiODUCT .O. DiY :S. N BUILDING CODE CXviFUANCE OFFI,E ;CCEPTANPE NO &V 012 t • 0/ FRANCISCO HERNANDEZ FLORIDA PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plan. Hldaah, Raids 33012 Ph: 305364 -9952 Fax:(305)826-5118 .4 a, 4 11 1 4 c2P A LrJ A S X o o gt.1 113 :1 D rown 6 J N oat.: 3 -9 -99 Saal.• 1/2w= 1 a Revision :1 -95 -00 Revision: DRAWING NO. HS99 -03 SHEET 5 OF 5 T c•I•v•I•L E•N•G•I•N•E•E•R M.I.S. Corporation 10221 Southwest 16th Street Miami, Florida Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 TILE UPLIFT TEST Residential Home 249 Northeast 98 Street Miami, Florida Information provided by Client: Permit Number: BP 20021019 Date Completion: July 02, 2002 Roofing Contractor: M.I.S. Corporation LG Engineering Services, Inc. Project Number: LG02 -1136 (Testing Laboratory Certificate #00- 0224.07) July 9, 2002 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding ofmortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Santa Fe Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. o amad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 249 Northeast 98 Street Miami, Florida Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 . Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass r 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Residential Home 249 Northeast 98 Street Miami, Florida Project Number: LG02 -1136 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02 -1136, Page 1 Test Number Test Load (lbf) Test Status 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02 -1136, Page 2 Test Number Test Load (lbf) Test Status 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG02 -1136, Page 3 Nail- 0 6 19 18 17 75 14 21 16 77 22 47 58 24 6 68 69 15 15 12 72 70 4 25 n 79 97 44 5 C 5 55 5Y 54 32 96 28 29 67 59 92 3 43 39 64 62 66 60 94 63 65 61 38 i 60' APMOXIMM h5T LOCATION APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY I, �ejQ.x c-1(.., . ■ Cl . , hereby apply for a certificate to re- occupy the single family residence known as : (address) ak-kg E C S ee , Miami Shores, Florida. . Legal Description: Lot: Block PB & PG: I hereby certify that I understand that the zoning of the property is for single -family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single -family purposes and that such Certificate does not . constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant Print Nam L . o . ********* * * * * * * * * * * * * * * * * * * * * * * * # * * * * * :, ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Tc.).-\ Ric \u Buve. i Application Fee (S50) paid: Cash Inspected Approve Denied Dat Comments: Company Name b ec� -1 Check No. \ \■ CR 7 - PAGE 1 0F 2 • Date c% n `OZ Telephoner Y1' -SCD0 o CER ICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the prp e described in the above application has been inspected for purposes p' Sections 901 and 902 of the Miami Shores Land Develo mentand Zoning Code re-occupancy that such to property may be re- occupied by the above applicant for single-family residential purposes. d that such �! poses. PAGE 2 OF 2 • -. • : - - ORES VILLAGE, FLORIDA Date of Certificatioc THIS CER 1 ll -ICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY NIIAMI SHORES VILLAGE AND HAS BEEN DETERRED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE' MIAMI SHORES LAND AND DEVELOP/vIENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE- FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERILk ICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CO NDITION OF THE DWELLING OR OTHER STRUCTURES ON T_ E PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO D THE CONDITION, THEREOF. ADDRESS 2/,; 11 ;Z; ( , --1-, LEGAL D.( C„ ii,:,- 1Y , .:,-: 32 3 2,c 1 RECORD GARBAGE TAX PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER . 11. 6too ,) i:o) / a_42_.2 /0z az If cr / i- ' iii t i r / 4:_...17-yy / ..0 a I, /.2• - /I- i f / / o cios--- ,, i 9V i /- i-Vi / --,: 437 II /9 .'"-.0 I% 40 .31 . - - . e /7" 53 1% /3596 ..r. --------- 4 - " '.. --' --. ci IR 5 / - q- si ido/g. - r•■•■ #/9i4 'Vs/ 6',e ("v / 4, ..... ,:. , I MIAMI SHORES VILLAGE sunxim 0 asp ` mum. o PERMIT N? 15541 PLUMBING o ROOFING ❑ Work to be performed under this P.eri& Owner of Building Architect Contractor or Builder Legal Description Address of Building This permit i,granted to ilk contractor or builder named above to herefor in strict compliance w ail ordinances p and drawings, saomeoa or iBo that may have bee to time if the wroth is snot done is wI ouch granted is the undeatanding or Pertaining a the work coeaed ' ` der shown on- the done by his agents, servants or In consideration of the isseance tomh the of this permit I agree to pertaining thereto and in strict conformity wi plane, d In accepting this permit I assunut respoAsibility for all work done i~. to CONTRACTOR OR BUILDER BY the work coved ip c rap&n freeness soieii 'ao, she proper weer orsnaee. t . +4. Amor' 3 / ' 7 2 r • t • U / • Att /f/t 9/ 17/ r BUILDING PERMIT NO ZONE X DWNER'S NAME"" .)re©, JOB LOCATION (ST. OR AVE.) DRAWINGS. SPECIFICATIONS. NEW CONSTRUCTION REPAIRS ALTERATION ADDITION GENERAL CONTRACTOR P FQU IREM ENTS SUBMITTED TO PLANNING BOARD Awe DATE 4 / / 4 / ;/ / / CU. FT.. APPROVED /0 REJECTED PRESENT ADDRESS 1(,/ - /J -7 ')d7. LOT BLOCK /gf /a dl ADDRESS PERMIT FEE S /41 Da PLAN CUBE 45;07 CU. FT. RESTRICTIONS AND CUBE CHECKED BY: TYPE STORIES ROOF CONST UCTION / %E /,P,,414+E DESCR IPTION REFERRED TO COUNCIL RE- SUBMITTED TO PLANNING BOARD FUIFMITTED TO VILLAGE COUNCIL J CERTIFICATE CF OCCUPANCY NO. ISSUED / t7 By 45.4 • TO %.9 /.s��Es;e.6/V 3. REMARKS if %# tSr c�op BUILDING PERMIT AND I CT ION RECORD -MIAMI SHORES VILLAGE LICENSE NO. PHONE NO. », ....* SUBDIVISION PHONE NO. LICENSE NO. /33, BUILDER'S BOND NO.c41 DATE EST. COST S DATE INTERIOR CONSTRUCTLQN TE.Ql,Cf ooz- i E' 01Hft flooes - h da.60iwy Ze.Afee --IAA rs I. ow., - APGALV DESCR;PTION REASONS INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION s FOUNDATION I/ ��f'6 "4 FEE ' TEMPORARY SERVICE & LINTELS / ' 47 aNAS 0,017 si SEWER FRAMING ..y $ // $ GAS $ $ FINAL B�,YY,{ RE-INSPECT BY RE- INSPECT BY CLEAN -UP ' /DATE q m'/1/ "15 lie/0/ 405 CONTRACTOR Gi 7 #.9xZ PHONE 7-1.71A3 / / / / /'�f PERMIT NO. ?4QL'f DATE �i, / /�l/ FEE $ �?o NEW BLDG. X ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE ' TEMPORARY SERVICE $ SEPTIC TANK dJ i /o/b r 3��,.J 0,017 si SEWER $ SOLAR HEATER $ GAS $ $ INSPECTIONS B�,YY,{ RE-INSPECT BY RE- INSPECT BY ROUGHING ' /DATE q m'/1/ "15 lie/0/ 405 GAS SEWER SEPTIC TANK 09.9741.140- SOLAR HEATER FIXTURES ELECTRICAL PERMITS & INSPECTIONS / CONTRACTOR / • M,. jf i4C ie C PHONE PERMIT NO. &.5.3,49 I DATE .7/ 7 FEE $ 7.4.F NEW BLDG. A I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE S H. W. HEATER CONN. S RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS D E RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE 1+ ` BY C Flf �!/ ROUGHING 57 ' // H. W. HEATER CONN RANGE CONN. X ) . FIXTURES & FINAL y 4/� /1j 4 . I =.' BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS A ROVAL TO POWER CO. FOR SERVICE DATE , If / / 1, " 4 7 BT F 16 a —� , 3 INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION I $ ROOF I $ BEAMS & LINTELS $ $ POOL I $ FRAMING AIR COND. INSPECTIONS DATE FINAL RE - INSPECT BY CLEAN UP BY ROUGHING SLAB . / - 1 . - _ ' , - ' i ; a r . a - SLAB DATE BY RE- INSPECTI BY RE- INSPECT BY TEMP. SERVICE SPECIALS PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE I $ SEPTIC TANK I $ SEWER I $ SOLAR HEATER $ $ GAS I $ RANGE CONN. $ INSPECTIONS DATE BY RE - INSPECT BY RE- INSPECT BY ROUGHING . / - 1 . - _ ' , - ' i ; a r . a - TUB & TOP OUT DATE BY RE- INSPECTI BY RE- INSPECT BY TEMP. SERVICE SEWER I I ROUGHING I SEPTIC TANK H. W. HEATER CONN I I RANGE CONN. SOLAR HEATER FIXTURES FIXTURES & FINAL I I I GAS CONTRACTOR C ,-( - ..9--: '' ' . ! Pr -• ,:'°° p aO PHONE PERMIT NO. I DATE FEE $ NEW BLDG. I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES . / - 1 . - _ ' , - ' i ; a r . a - INSPECTIONS DATE BY RE- INSPECTI BY RE- INSPECT BY TEMP. SERVICE I I ROUGHING I H. W. HEATER CONN I I RANGE CONN. FIXTURES & FINAL I I I CONTRACTOR PERMIT NO. NEW BLDG. BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS DATE I ALTERATION I ADDITION PHONE FEE $ REPAIRS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY OWNER'S NAME FRANK LUKAS NEW CONSTRUCTION i 14ZESENT ADDRESS 249 N.E. 98th. St. LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 2)19 N.E. 98th. St. LOT 16 & W. 1/2 37 BLOCK 32 SUBDIVISION M.Shores Section #1 GENERAL CONTRACTOR R. J. MARTIN CONST. CO. ADDRESS 150 W. 25th, St. Hialeah PHONE NO. LICENSE NO. 8564 BUILDING PERMIT NO. 6968 DATE 11**8.65 PERMIT FEE $ 10.00 BUILDERS BOND NO. ... DATE .... ZONE REQUIREMENTS CU. FT. TEX.= $1320.1 PLAN CUBE 2640 CU. FT. I EST. COST $ 1.900,00 DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: W. R. Bradford DATE 11-8-65 BUILDING PERMIT AND INSPECTION RECORD-MIAMI SHORES VILLAGE NEW CONSTRUCTION TYPE CBS STORIES onel I ROOF CONSTRUCTION 'built up INTERIOR CONSTRUCTION REPAIRS DESCRIPTION DESCRIPTION ALTERATION x Florida room addition 16 X 15 On ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE-SUBMITTED TO PLANNING BOARD SUBMITTFID TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO./GC 1 ISSUED E.c,Y-6 BY Fa 4 t g— Li TO ..--- DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: W. R. Bradford DATE 11-8-65 BUILDING PERMIT AND INSPECTION RECORD-MIAMI SHORES VILLAGE CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N? 1652 Lot 16 & W1/2 17 Block 32 Street Address Plan cube - 2640 249 N. E. 98 St Miami Shores Village, Florida, 12 - 8 - 66 Owner, Agent or Tenant of Building Frank Lukas Subdivision M5 Sect 1 Approved use by occupancy Florida Room addition Remarks. 6968 This Certificate of Occupancy is issued to the above named Owne r for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. WING DIVISION MIAMI SHORES VILLAGE, FLA. N? 7855 JOB J L -cDs12,c_. ADDRESS f ),' , 4- - 14,1_) 1 TIME READY ` l.- 1 -' REMARKS : Q 3 c -- INSPECTION INSPECTO DATE/2 -5 X d . OWNER'S NAMEA ""'""• JOB LOCATION (ST. OR AVE.) " A/ rer77/ /e //a- ‘i4/4"4 / 7 c3 GENERAL CONTRACTOR 10/ - "l�E,494,H y BUILDING PERMIT NO. 7 //J DATE /4//6/4" ZONE ,e-4 PFOUI REM ENTS /8;, ..506 CU. FT. .PRESEN? ADDRESS LOT BLOCK PLAN CUBE ADDRESS DRAWINGS. SPECIF CATIONS. RESTRICTIONS AND CUBE CHECKED BY: L NEW CONSTRUCTION Cie) / SUBMITTED TO PLANNING BOARD TYPE STORIES APPROVED / REJECTED RE- SUBMITTED TO PLANNING BOARD F11RMITTED TO VILLAGE COUNCIL /� �j CERTIFICATE OF OCCUPANCY NO. 1 /� ✓ ISSUE �� PERMIT FEE $ Atel By 45/).5 w 4r2' CU. FT. REFERRED TO COUNCIL TO REMARKS BUILDING PERMIT AND INSPE RECORD -MIAMI SHORES VILLAGE LICENSE NO. SUBDIVISION / yi ,14eES /. PHONE NO. LICENSE NO. BUILDER'S BOND NO.cy'2/ DATE /338 EST. COST S ROOF CONSTRUCTION INTERIOR COAINISTRUCTLN &Arz CF riaaZ- /�E ormee .4" 44$ - low PHONE NO, M REASONS DATE ,� �� J, ,Q' DESCR IPTION p • �y�. REPAIRS 44, j',,vi J / '- �,/TGi7.`V� '�7v / ��E ^ 4,d $ 4.46471:5"- V/X a/C .Vy�7ifi DESCRIPTION ALTERATION ADDITION INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION - PERMIT NO. DATE 614 ,TEMPORARY SERVI $ BEAMS & LINTELS �/�4/[ ST. 'K7 �. / SEWER $ FRAMING .7 ` /j 1 2 // GAS $ J $ INSPECTIONS DATE B �� Y � RE- INSPECT FINAL RE- INSPECT BY ROUGHING 'J j 1W/41 q '4 4o 4417 E%S CLEAN -UP GAS e7 / //T 4 // CONTRACTOR Ci / • Y.; - - PHONE I - ' & AA / PERM IT NO. Y ��f DATE .1/ ./.1. ¢d Q FEE $ Ma NEW BLDG. X I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE ,TEMPORARY SERVI $ SEPTIC TANK �c : Ay% " " "'�11 ° °° �/�4/[ ST. ©01 7 $/4 / SEWER $ SOLAR HEATER S GAS $ $ INSPECTIONS DATE B �� Y � RE- INSPECT BY RE- INSPECT BY ROUGHING 'J j 1W/41 q '4 4o 4417 E%S GAS e7 / //T 4 // SEWER SEPTIC TANK �� / // 6 /a ' 77 4 F � c s SOLAR HEATER /// � FIXTURES 9 d ),.9/7 4 1 ' ! % ^, CONTRACTOR IF, /49. 4e4,067,0ele G PHONE PERMIT NO. J38 � I DATE .. , 7 FEE $ 70 NEW BLDG. X ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES S $ INSPECTIONS D EE RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE �9 f 4 ` edi � i � ROUGHING e7 / //T 4 // H. W. HEATER CONN RANGE CONN. � FIXTURES & FINAL 9 d ),.9/7 4 1 ' ! % ^, BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS *OVAL TO POWER CO. FOR SERVICE DATE , '�� 7 / BY F 13 OWNER'S NAME b :�,UXES NEW CONSTRUCTION PMhESENT ADDRESS 21�_9 D. 98th. St. LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 2449 N.E. 98th. St. LOT 16 & ii. 1:2 41 BLOCK 32. SUBDIVISION `;horco Section. all GENERAL CONTRACTOR R. J. OARTIN CONST. CO. ADDRESS 150 Y. 25th. St, NirTah. PHONE NO. LICENSE NO. 8564 6968 BUILDING PERMIT NO. 6960 DATE y -I•• ° `x f � ® ' 6 7 PERMIT FEE $ . 1,0.00 BUILDER'S BOND NO. ° DATE .". ZONE REQUIREMENTS CU. FT. T.V. = x.320.1 PLAN CUBE 26 0 CU. FT. I EST. COST $ 1.900•0(1 DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: j U • R. Bradford BUILDING PERMIT AND INSPECTION RECORD — MIAMI SHORES VILLAGE DATG 1,1 -8 �oj —r NEW CONSTRUCTION TYPE CB STORIES one ROOF CONSTRUCTION built up INTERIOR CONSTRUCTION REPAIRS DESCRIPTION DESCRIPTION ALTERATION •7 ADDITION A Florida lorida room addition 1610t" X 151 0" SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTFI') TO VILLAGE COUNCIL REMARKS Ihc' CERTIFICATE OF OCCUPANCY NO, P Ca;S ISSUED '1-44' BY G5 TO n °' `:a DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: j U • R. Bradford BUILDING PERMIT AND INSPECTION RECORD — MIAMI SHORES VILLAGE DATG 1,1 -8 �oj —r INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION I I S ROOF I $ BEAMS & LINTELS $ I $ POOL I $ FRAMING • I It AIR COND. MOTORS FINAL $ FIXTURES CLEAN UP SEPTIC TANK S SLAB 5' q I 1/- / 4 kS $ p SOLAR HEATER SLAB BY RE- INSPECT BY RE- INSPECT' BY TEMP. SERVICE SPECIALS PERMITS PERMIT NO. DATE I FEE TEMPORARY SERVICE I I $ SEPTIC TANK I I S SEWER I $ SOLAR HEATER $ I $ GAS I $ RANGE CONN. I It INSPECTIONS DATE BY RE- INSPECT BY RE - INSPECT BY ROUGHING DATE FEE TEMPORARY SERVICE $ TUB & TOP OUT $ RANGE CONN. SEWER MOTORS $ FIXTURES SEPTIC TANK S 2,-6.. 3 b.- 5' q I 1/- / 4 kS $ p SOLAR HEATER DATE BY RE- INSPECT BY RE- INSPECT' BY TEMP. SERVICE FIXTURES ROUGHING GAS H. W. HEATER CONN i CONTRACTOR S , . 1 .-r, . S..(2. LY 3d c ..... ` O 3og PHONE PERMIT NO. I DATE FEE $ NEW BLDG. I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES S 2,-6.. 3 b.- 5' q I 1/- / 4 kS $ p INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT' BY TEMP. SERVICE ROUGHING H. W. HEATER CONN i RANGE CONN. I FIXTIIRFS & FINAL CONTRACTOR PERMIT NO. NEW BLDG. BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS I DATE I ALTERATION I ADDITION PHONE FEE S REPAIRS ELECTRICAL PERMITS 8c INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY MIAMI SHORES VILLAGE, FLA. N? JOB 11 /- ) -) A ADDRESS )1 V INSPECTION TIME READY REMARKS : 7839 MIAMI SHORES VILLAGE, FLA. N9 7854 J013 C; ADDRESS INSPECTION REMARKS : TIME READY MIAMI SHORES VILLAGE, FLA. N9 JOB ADDRESS,,, t,7 INSPECTION TIME READY - / 7 '- REMARKS: INSPECTOR 7849 kp DATE 4 - Sign Rev. 10/02/03) • t . RE- OCCUPANCY APPLICATION Miami Shores Village Building Department Applican N - t NSA Sign: Print: My Commisst I hereby certify that I understand that the zoning of the prof that it is unlawful for more than one family to reside therein. Occupancy that may be issued by Miami Shores Village c being used for single- family purposes and that such Certifi warranty or certification as to the condition of the dwelling o; OWNER'S AFAVIT,I certify that all the foregoing inf The foregoing inst ment was acknowledged before me this _ by Ennil 11) t ,�, , who is personally know] J produced as idea NOTARY PUBLIC: Building Officials Approval: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 if Permit No. 0 S Loc ID Date 3 1S I Q ,1 k 2E�:I�I Y ) _ P! Phone # `p Contact Name � . Buyer Seller Realtor Company Name U....)d Property Address 2 l q3, City Miami Shores State Fl Zip ' j*_), Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Z Type Insp'n f C C e. S 7 Permit No. R Name C( `i C Address ` V g- / l 17 Company Phone # 75 l cf(c Inspection Date APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY I, C+44 . L .S e to re occupy the single family residence known as : (address) - 7 of - E `j' • i rf S' T z€ e j Miami Shores, Florida. Legal Description: Lot: __ 7 Block 3 2 PB & PG: IO -70 hereby apply for a certificate I hereby certify that I understand that the zoning of the ro e and that it is unlawful for more than one family to reside therein is I also u de nand that residential use Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant Date 3 t b Z Print Name HA R LAS \V t LSo *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the ilTiami Shore Development and Zoning Code, please contact: s Land Contact Name: u 5 a Telephone: 3 z5S 7s � _ ( ( C 7 1- Buyer Seller y Realtor Company Name Application Fee (S50) paid: Cash Check No. Inspected by: Comments: Approved Denied Date PAGE I OF 2 CERIIkICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning applicant for sing Code and that such property may be re- occupied by the above a PP a le- family residential purposes. THIS CER 1"1rICATE VI PROPERTY HAS BEEN VILLAGE AND HAS BE COMPLY WITH THE SC; MIAMI SHORES LAND A PERTAINING SOLELY T( ONE- FAMELY DWELLING USED FOR A ONE- FAMIL`. HOWEVER, THIS CERTIFIt REPRESENTATION OR WA OF THE DWELLING OR OTI PREMISES DESCRIBED HER CONDITION, AND INTERES i ENCOURAGED TO MAKE TH PREMISES IN ORDER TO DET THEREOF. PAGE 2 OF 2 APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY I, C.44 . wtL 0 to re- occupy the single family residence known as : (address) ti.f T S - cQEej Miami Shores, Florida. . Legal Description: Lot: / / Block 3 2 PB & PG: 10 - 7. D I hereby certify that I understand that the zoning of the ro e and that it is unlawful for more than one family to reside therein is I also understand that dential use any Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies � � ..rtifies only that the referenced property is being used for single -family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant 6.6 (. Print Name U HA R L W t ` S D ki *******************#******************_.******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shor Development and Zoning Code, please contact: es Land Inspected by: Application Fee (S50) paid: Cash Check No. Date 3 hereby apply for a certificate i Contact Name: C 1)3 u . s a Telephone: 3 tS Z q-- Buyer Seller Realtor Company Name Comments: v i 9 0- Approved _ Denied Date PAGE 1 OF 2 CER I Ik ICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re -occu anc u Sections 901 and 902 of the Miami Shores Land Development and Zoning p n p rant to property may be re- occupied by the above applicant for single- family residential purposes. such PAGE 2 OF 2 MIAMI SHORES AGE, FLORIDA By: Date of Certification: c) THIS CER 11k ICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE- FAVIILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND IN ERES1ED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO D THE CONDITION, THEREOF. DATE: /+ ! C /0 . 7 TIME: / NAME OF PERSON REQUESTING FILE: PHONE #: 5 �/ YOUR ADD: ADDRESS OF FILE REQUESTED: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PLEASE PRINT INFORMATION REQUESTED: , I understand that all documents in this file are that NO documents may be removed from this copies (8x11) size, additional copies will be fu including any blue prints. If blue prints are orc responsible for the quality of the printed docui Acknowledged by: FILE RETURNED TO: INITIAL Phone # Date Type Insp'n Permit No. Name Address C Company 4..b� Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time