Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BP-05-1105
Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/28/2005 Contractor Local Phone: Parcel # 1132060134750 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1105 Applicant: JOHN /PAMELA MEYER Owner: MEYER JOHN /PAMELA JOB ADDRESS: 230 NE 102 ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 8 & 9 BLK 35 LOT SIZE 100.000 Fees: Description Amount FEE2005 -10304 Budding I-ee $150.00 FEE2005 -10305 CCF $0.60 FEE2005 -10311 Notary Fee $5.00 FEE2005 -10312 Training and Education Fee $0.20 FEE2005 -10313 Technology Fee $3.75 FEE2005 -10314 Scanning Fee $3.00 Total" Fees: $162.55 Total Fees: $162.55 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/22/2006 Construction Value: $400.00 Work: REPLACE 5 WINDOWS • In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: on Num NSP-62 Inspection Date: 01/18/2006 Inspector. Grande, Claudio Owner: HUMBLES, ROBERT Job Address: 69 103 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Deuartment Comments Tuesday, January 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 905)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Fence/Wall Inspection Type: Fill Cells Columns Work Classification: Concrete Precast Phone Number Parcel Number 1121360130970 Lot: Page 2 of 2 Passed Inspector Comments ( rt,:c4...0 Giitk / AltAxiak K n 4 4; ,�u c ,X Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until on Num NSP-62 Inspection Date: 01/18/2006 Inspector. Grande, Claudio Owner: HUMBLES, ROBERT Job Address: 69 103 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Deuartment Comments Tuesday, January 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 905)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Fence/Wall Inspection Type: Fill Cells Columns Work Classification: Concrete Precast Phone Number Parcel Number 1121360130970 Lot: Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) lotin t ' Met1r(z M - - 1 tie Phone # 305 7Sq 1,? Z 1 Owner's Address ZS o t4 `Q.. S-r City M t A 1 State Tenant/Lessee Name Job Address (where the work is being done) to 102, 5T City Miami Shores Villa : e County Miami,de Is Building Historically Designated YES NO N�k owt4EiZ Contractor's Company Name Contractor's Address City State 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7, 204 Fax: (305) 756.8972 Miami Shores Village Building Department Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit *fl Type of Work: E Addition DAlteration Describe Work: [Lfila S W t'KdCWS DNew zip 3 3138 Phone # Phone # Permit No.-5R25 — /105 r Permit No. Zip 33 l3€ Zip Square Footage Of Work: gelepair/Replace ❑ Demolition * ** **** ** * * ** * * * * * *F - * * * * * * * * * * * * * * * * * * * * * * * * * * ** 34 1. gf. Submittal Fee $ Permit Fee $ t 0 CCF $ . CAP 0 CO /CC Notary $ car • Training/Education Fee $ f 20 Technology Fee $ 3.IC Scanning $ . tom-. - Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 1, C49 Z. (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins %e, ion w ` occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no be app o- ed and a reinspection fee will be charged. Signa a t Signature r Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: . My Commission Expires: ************************ *** * * * * * * * * * * * * * *** ** * * * * * * * * ** * *** * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * ** * * * * * ** * * ** APPLICATION APPROVED BY: 2 ( Plans Examiner Engineer Zoning chc 05/13/03 Z 2.4 MIAMI SHORES VILLAGE rhIA BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Type Insp'n (J'i 1 NcOCs Permit No. °E PO5 k 10 Address 2 Ne 102-n Compan Phone # Inspection Date Name Approved Correction Re- Insp'n Fee N ye • ■ a 4 k d r= K 4 N �1 r " -owe $ 111 *In 3/3 • W ° (( ° rna- t .• ••• • : _•• : • •• •• • . • • •• • • • • ' • • ••. • O• • • •• • O:': • • • ••• •• • • • •• • • •••• ••. : .•• .••. ■ •• • • • • •• • •.• • • • • • • • • • • • • • •• • • •• • •• • • .••• .. • • • ..•• • • 605 -I105 .. • • •• .• • • .• . .0.0.. •• .. •. 0 000.. •00. . . •••0 0 0.0.0 • .000.. 00 • . • • .. •.• • • • • •0• •••. • • •••. • 0• • .•. •••. • .. ••• •.. • • . ••• • •••• • 0 • . 0 000. • 0.000. . . .00... 0 ..... • 0 0000. • .0000: • • .0.000 . . . 0000.. PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Window System, Corp. 7040 NW 77 Tcrr Medley ,FL 33166 . Your application for Notice of Acceptance (NOA) of Series 100 Outswing Aluminum Casement Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types o Construction, and completely described herein, has been recommended for acceptance by the Miami - County Building Code Compliance Office (BCCO) under the conditions specified herein. Uatlt: This NOA shall not be valid after the expiration date stated below, BCCO reserves the right to secure th product or material at any time from a jobsite or manufacturer's plant for quality control testing. If th product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend tl use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Florid Building Code. The expense of such testing will be incurred by the manulacture.r. ACCEPTANCE NO.: 01 -09_ EXPIRES: 01/03/2007 Raul .Rodriguez Chief Product Control Division TIIIS.IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL BUILDING .CODE & PRODUCT I O CONDITIONS REVIEW COMMITTEE 1 Product Approval has been reviewed by the B,CCO and approved by the Building • aide nd Product•Review Committee to be used in Miami -Dads; County, Florida under the conditions se! fvrlya6ove. 000000 .... • .. ...... • • •. •• • • • • ...... •• • • .... ...... 00000 .• . • .. . .. • • • • • •• ...• • • • • .. 000000 ...... •. APCROVED: 017034002 • ...• • ...... • Ilse) 4500011 pc2t)0011templateslnodce acceptance cover page.dot Internet mail address: postinaster@buildingcodeonline.com MIAMI-DADE COUNTY, FLORII METRO -DADE FLAGLER 13UILDH BUILDING CODE COMPLIANCE 01:1:11 Nu:TRO- 1), \DE Fl. \GI.la( t)I ;111)1: I•I(I \VEST FL 1TRI:Ii'r. st ;I'l'l: I( �I IAhII. FLOttlt),\ 33130-15 (305) 375 -2901 FAX (305) 375.2 CONTRACTOR LICENSING SE('t•I( -(303) 375.2327 FAX (MI 373-2 CONTRACTOR ENFORCEMENT DIVI51( (305) 375.2%, FAX (305) 375.2'. I'Ito)UCr CON rant. DIVI51t (303) 373 -2902 FAX (303) 372433 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingeodeonline.com t orida Window System Corporation s►u�, 1. CAA w,J4 ACCEPTANCE No.: 01- 0924.05 APPROVED: January 03, 2002 EXPIRES: January 03, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves aluminum casement window, as described in Section 2 of this. Notice of Accepta designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -I County, for the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 100 Outswing Aluminum Casement Window — Non - Impact Resistant anc components shall be constructed in strict compliance with the following documents: Drawing W01 -61, Sheets 1 through 5 of 5, titled "Series -100 Alum. Outswing Casement Window," prep by Al Farooq Corporation, dated 9/14/01 and last revision on 11- 21 -01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp witl Notice of Acceptance number and approval date by the Miami -Dade County Product Coy Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative. Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with i approved drawings. 4.2 Hurricane protectibn system (shutters): the installation of this unit will require a hurric protection system. • •• • • • • • •. • • • • ....5. L�►BELING • ••••z.1 Each rniit shall bear a permanent label with the manufacturer's name or logo, city, state and • ro Ipyting statement: "Miami -Dade County Product Control Approved ". • • •. • • • • • •••• ...... ..... •. 6r B PERMIT REQUIREMENTS • • • em ApplliVion for building permit shall be accompanied by copies of the following: • 6.a Phis Notice of Acceptance '• 6.44••puplicate 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 installatioi •6.1.3 Any other documents required by the Building Official or the South Florida Building Coc (SFBC) in order to properly evaluate the installation of this system. Ishaq I. Chanda, P.E. Product Control Examir Product Control Division 1 OR 2 ANCHORS AT EACH SIDE OF IMPOST SEE CHART 10 SURFACE APPLIED FALSE ItUNTINS- OPTIONAL J c M.A.M lVN Yr EXTRA ANCHORS 14 1/2 MAX. TYP. HEAD /SILL 6' h 2 1/ TYPICAL ELEVATION TESTED UNIT ( SEE CHART ON SHEET 2 FOR MAX. APPROVED SIZES ) APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X, XX. OX OR XO CONFIGURATIONS. ALSO COMBINATIONS OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. WINDOWS RATED FOR NON - IMPACT AND REQUIRE PROTECTION BY I DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5' MAX TYP. HEAD /SILL CORNERS APPRC><RDAS ocusetwo WTTH7HE SOI PI FLORIDA WILDING GOOE DATE •Tnrtiufo3l?orl2- BY 1s 1 • 61,0...d. PRODUCT worTROL EUWING CODE 4PUANC[ OFFICE 'cCEPTANCET(O, 01- oq ztf •OS� z 3/16 ANN. CLASS OR 3/16' TEMP. GLASS SILICONE 3/16 ANN. GLASS 3/16' TEMP. GLASS MIAMI DADE COUNTY APPR'D IMPACT RESISTANT SHUTTERS • • • • : RP:OD: FC.r41.1 'NS:(ALI NS • • • •• • • 0 • • • • • .A G:01 •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • •• 0 • • • •••. • •• ••• • • • • • • •• • •, • O • • • • • • • • • • • • • • • 0 • • • • • 00 • • • • • 00 • • • Engr: DR. MUI.IMYOUN FAR000 STRUCTURES FLI• PE P 16557 • • • • • • • • •• • • • QEC )42001 DSELLNSIJ . GLASS 0 r. 0 v .0 • 0 5 drowing no. W0 -61 .hee t of 5 1 WIDTH HEIGHT EXT. ( +) ANT. ( -) EXT. ( +) ANT. ( -) EXT. ( +) 1NT. ( -) 19 -1/8' 26 -1/2' 37 26 (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 109.0 100.0 .210.0 100.0 181.7 19-1/8 26 -2/2 37 38 -3/8' ( 100.0 120.0 100.0 • 210.0 100.0 210.0 100.0 202.9 100.0 210.0 100.0 171.9 71.7 . 71.7 100.0 156.6 100.0 223.1 19 -1/8 28-1/2" 37' 50 -5/8' (5) 100.0 120.0 100.0 209.7 100.0 157.2 76.1 76.1 100.0 166.2 100.0 124.7 54.4 54.4 100.0 124.4 100.0 93.3 19-1/8' 26 -1/2' 37 63' (5) 100.0 120.0 100.0 161.1 100.0 1209 63.6 83.6 100.0 124.9 93.7 93.7 41.7 41.7 200.0 100.0 75.0 75.0 19 -1/8' 26 -1/2' 74 -1/4' ( 78.8 78.8 100.0 105.0 78.8 78.8 58.3 58.3 77.7 77.7 58.3 58.3 18 24 30' 36' 24 , (3) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 '100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 120.0 200.0 210.0 100.0 202.3 18 24' 30' 36' 36" (3) 100.0 120.0 100.0 210.0 100.0 210.0 200.0 *20.0 100.0 193.0 100.0 193.0 93.4 93.4 100.0 154.4 I00.0 154.4 78.1 78.2 100.0 128.7 100.0 128.7 18 24' 30 36' 48 - (4) 100.0 120.0 100.0 210.0 100.0 *75.9 94.7 94.7 100.0 290.6 100.0 242.9 68.2 68.2 100.0 154.4 100.0 121.4 58.8 58.8 200.0 128.7 100.0 101.2 18 24' 30' 36' 60 (5) 100.0 120.0 100.0 179.4 100.0 134.5 85.0 85.0 100.0 242.9 200.0 107.2 53.2 53.2 100.0 122.0 92.5 91.5 44.7 44.7 100.0 107.9 . 81.7 80.9 18 24' 30' 72" (6) 91.6 91.6 100.0 122.2 91.6 913 70.1 70.1 93.5 933 70.2. 70.1 45.2 45.2 76.7 76.7 57.5 57.5 1WINDOR DOTS. 3/18' ANN. GLASS 3/18' TEMP. CLASS 058 INSUL CLASS 3/18' TEUP. GLASS DS8 INSUL GLASS WIDTH . HEIGHT EXT. ( +) ANT. ( -) EXT. (+) ANT, (-) EXT. ( +) ' ANT. (-) EXT. ( +) INT. (-) EXT. (+) ANT. (-) 26 -1/2' 37 53 -1/8' 74 26- (3) 200.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 200.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 109.0 100.0 210.0 100.0 181.7 100.0 210.0 100.0 181.7 26 -1/2' 37 53 -1/8' 74 38 -3/8' (4) 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 206.3 100.0 206.3 100.0 210.0 100.0 210.0 100.0 101.6 100.0 166.8 100.0 166.8 100.0 210.0 100.0 171.5 71.7 71.7 100.0 151.2 100.0 123.1 100.0 156.6 200.0 123.1 26 -1/2' 37' 53 -1 /8' 74 50 -5/8• (5) 100.0 120.0 100.0 190.7 100.0 190.7 100.0 210.0 100.0 210.0 100.0 120.0 100.0 145.2 100.0 145.2 100.0 210.0 *00.0 161.3 75.8 75.8 100.0 112.1 100.0 112.2 100.0 166.0 100.0 124.5 54.4 54.4 93.5 93.5 93.3 93.3 100.0 124.4 100.0 93.3 26-1/2" 37' ' 53 -1/8" 74 63' (5) 100.0 120.0 100.0 148.8 100.0 148.8 100.0 210.0 100.0 165.3 100.0 120.0 200.0 112.8 *00.0 111.8 100.0 165.6 100.0 124.2 63.3 63.3 84.2 84.2 84.2 84.2 200.0 12 93.5 93.5 42.7 41.7 67.5 67.5 67.5 673 100.0 100.0 . 75.0 75.0 26 -1 /2 37- 53 -1/8" 74 -1/4 (6) 100.0 112.2 100.0 124.1 100.0 112.2 100.0 149.6 100.0 112.2 81.3 '- 81.3 92.4 92.4 81.3 81.3 .100.0 108.4 81.3 82.3 58.1 58.1 68.6 68.6 58.1 .58.1 77.5 77.5 58.1 58.1 24' 36 48 60' 72 24 (3) 100.0 220.0 100.0 210.0 200.0 210.0 100.0 220.0 100.0 210.0 100.0 120.0 *00.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 220.0 100.0 220.0 100.0 210.0 200.0 210.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 210.0 100.0 202.3 100.0 210.0 100.0 202.3 24 36" 48' 60' 72' 36" (3) 100.0 120.0 200.0 210.0 100.0 210.0 100.0 210.0 100.0 220.0 100.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 193.0 100.0 193.0 100.0 193.0 100.0 193.0 93.4 93.4 100.0 154.4 100.0 154.4 100.0 154.4 100.0 154.4 78.1 78.1 100.0 128.7 100.0 128.7 100.0 128.7 100.0 128.7 24 -- 36" 48' 60' 72 48 (4) .. 100.0 , 220.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 220.0 100.0 158.4 100.0 158.4 200.0 210.0 100.0 275.9 94.7 . 94.7 100.0 128.7 100.0 128.7 100.0 1903 100.0 142.9 68.2 68.2 100.0 112.3 100.0 112.3 100.0 154.4 100.0 121.4 58.8 58.8 100.0 102.9 200.0 101.2 200.0 128.7 *00.0 101.2 24 36' 48" 60" 72 K (5) 100.0 120.0 100.0 172.6 100.0 171.8 100.0 210.0 100.0 190.6 100.0 120.0 100.0 121.1 100.0 122.1 200.0 179.4 100.0 134.5 85.0 85.0 96.5 96.5 96.5 96.5 100.0 242.9 200.0 107.2, 53.2 53.2 82.3 82.3 82.3 82.3 100.0 122.0 91.5 91.5 44.7 44.7 73.5 73.5 73.5 73.5 100.0 207.9 81.7 80.9 24' 36' 48' 60 72- ( 100.0 120.0 200.0 140.4 100.0 135.6 100.0 180.8 100.0 133.6 91.6 91.6 98.0 98.0 91.6 91.6 200.0 122.2 91.6 92.6 70.1 70.) 77.2 77.2 70.1 70.1 93.5 933 70:1 70.1 45.2 45.2 65.0 A. • • • 533 • 10 • • 76.41 • 76.7 . 57.5 57.5 ( X ) ( ) - NO. OF ANCHORS PER JAMB • (XX) (XO) APPROVF.D CONFIGURATIONS ( OX ) ( ) NO. OF ANCHORS PER JAUB • . • • • • • •- • •• • • • • • • • • • •• NS 01.:1 0IIRN Env: DR. M1W.YOUN FAR000 STRUCTURES MAIAH FLORO: Duttj)e}S WOE FAA PE f 15557 DATE •M 0 240 / ) • • • • • • • • Lw Mal 1 . P.,....�+ • • • • • • • • PFOOUCT NTR0 D W 0 4 • • • • • • • • • • •! ON.0IWG CODE C014PRV•4OE MICE_ • • • • ACC@P1T.NCE140 OIL a V' • 4S •• 4• DEC ?001 . -- - • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •.• • •• •. 000 • • • 000 • • J • m O en m Z w 1 O � d o of R E a. N ° U K 1 ' Z n 8 o ) < 4. d to 0 'Q W M c 0 '4 .; 41 15 .0 0 0 0 I^ .4 L/) a, W $ O to C3 W to 0 Z '•I � I-- < 6- o Z N LAJ 01 O D o8 O 1 O 2 O U drowing no. W01 -61 sheet 201 5 I TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERATING VENT 1BY OR 2BY WOOD BUCKS Iq • a • • 4 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING FIXED VENT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS g 16 X 1' FH S1(S 0 3' FROM ENDS & 10' O.C. 1 X 1/2 PH SMS 0 3' FROM ENDS k 10' O.C. u TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING • STEEL : Fy - 35 KSI MIN. ALUMINUM : 6063 -T5 MIN. 1BY OR 2BY W000 BUCK :w In • • • \. • • • • ___ •_ • • • • • • • • • •• • • • • ••• •• •• ••• • • • • • • • • • • • •• •• 3UINIt LLJmUJ .M TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING 3/16" TAPCONS INTO 2BY W000 BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TFKS OR SFLF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) +410 SMS OR SFI F DRII 11NG SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. • 1PPROVIDi4 =OW N° Y n4 THE 90LISH RLttYGA sitcom OOOE DATE _,Ti" o3, 'ze BY (5441 I PRODUCTCOK1NOL 161p11 _ BUILDING CODE dOMPL.IANGE oERCE ACCEPTANCE NO. al- o92 y. Or 111 pro t.op ••• • • • • • •• • • STRU^TURES •• •• Env: DR. HUl MOOD FLT. FE 1 16557 • • • • • • • • DEC 14 2001 • • ••• • • • • • • • ••• • • -s • • • • • • • • • • •• • • •• • • 1 l i 3 Z J K 0. 0 u N U1 m 2 La, °m V) � 3* L- � 0 W (O Z Q3 S 0Z O ° o L 0 D drawing no. WO1 -61 sheet 3 oL 5 3 PW-01D 1 CENTER POST 6063 -16 - 4 - AS REOD. GLAZING BEAD ALUMINUM ROLL . FORMED 5 - AS REOD. FRAME ASSEMBLY SCREWS 5T. STEEL 0 X 2 -1/2 PH SUS 5 - AS REOD. VENT ASSEMBLY SCREWS ST. STEEL 00 X 1 -1/2' PH SMS 7 0102 AS REDD. FRAME WEATHERSTRIPPING (.078 X .300) VINYL ULTRAFAB B 0208 AS RE00. VENT WEATHERSTRIPPING (.187 X .350) VINYL - ULTRAFAB 9 - 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH. ATTACHED 15/ (6) 18 X S /8' SS SUS 10 30066 2/ VENT LEVER TYPE FADE MOUNT LOCK STEEL TRUTH, AT 13' FROM TOP AND BOTTOM 11 - 2/ VENT LOCK KEEPERS. AT FRAME .1A112 FACING LOCK STEEL ATTACHED W/ (2) 110 X 3/8' 5S MIS 12 40086 1 ROTO OPERATOR STEEL ' TRUTH. ATTACHED W/ (2) j8 X 3/8' SS SUS 13 - - .057 THICK CORNER KET ST. STEEL - 14 - AS RECD. FIXED VENT' FILLER CHANNEL 6063 -T6 - 1BY OR 2BY WOOD BUCK FIXED VENT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SH114 & 10. O.C. rm. ICS X 1/2' PH SMS 0 3' FROM ENDS & 10' 0.0. TYP. 1/2 /8;X ALUM BARS. 2/ VENT AT 6' FROM TOP & BOTTOM FASTENED W/ (2) d8 x 1 FH SMS J D L OPO. VENT WIDTH DLOPO. VENT WIDTH EXTERIOR WINDOW WIDTH SINGLE VENT WINDOWS OX EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS 4/4' MAX. SHIM • 1 T _ PR-011 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH VENT 1 /4' MAX. SHIM • • • • • • • •• • •• •• • • • • • s• • • • • • • • • • • • • • • • • • • • • • • ' • • • • ••• • • • • • APPROVED AS COMPLYING WTH THE SOU44 FLOAIW BULDMS 000E DATE T14 03,2a0 BT 1c4,1• t. c LAH4(ti PRODUCT CONIROLDM6TON BUILDING CODE l0MPUANCE T3[}1t1 ACCEPTX NCE 0/- D92Y• •• ••• • • • • • •• • • •• Engr. DR. HUMAYOUN F+.R000' STRUCTURES FLA. PE IT 15557 • • • • • • • • • DEC 1 4 2001 ••• • • • • •s• • • • • • • '8 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ TYPICAL ANCHORS SEE ELEV. FOR SPACING c 0 w 0 0 . 0 O vtC 0 0 0 k &rowing no. W01 -61 sheet 4 of 5.1 0' '0 rn (A 8 2 2 6 •1Nd1Y3s 03x0'100 nnlr /3IHM HUH 031YdS 38 01 S213N1103 1N3A 0P 3YIYxd TN • • •• • • • •.• • .• .• • • • •. •• • • • • • • • • • • • • .e.••.. 1001 6 1 33a ••• • • • • • • • • • • LSS91 1 3dr YIP 538010081.5 00OxY! NnorflrtJ •xa :*j3 H3t' D 1,03A. .• ••• •• • • • • • • OOOOO • • • • . • • • • • .•• •• • •.• • • • • • • ••• • • • • • • • • . . • • • • • • • • • • • • • • • . • •.• • • • nnNmnlY A3N 838803 83NIO3 1SOd z /0 1 3713!0 30e ndwmp 3003'JNI0110g NosAfcroacto3 43naovd / tt0 171'rntis alto 3000 owin91UIdolkjlOg ilaliftis° 0,1 ar°svOlk) ddv L { 1 00S' 8L9' 1S0d 9Z9•t 000'Y aft' iN3A L69' r _ — Z90' 3WV214 MC t +- Z90* 1 } 889• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •••• • • • , • ; • • • • • • • • • • •• • • • • • ••• • • •• • • • •• •••• • • •• •••• • • • •. • • • • •• •• • •• • • • • • •••• • • •• • • • ••• • • • • • • • •• •••• • •• • • • •• • • ••• • • • • • •••• • • • • •••• SH Sunshine ylindews 1743 W. 33rd Plow. Hialeah. Florida 33012 Ph: (303)364 -4062 Fam(303)1328—$116 SINGLE HUNG WINDOW LARGE, SMALL AND NONE MISSILE IMPACT.) 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 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 tin areas other than Miami Dade County) reserve the right to . flave.this product or material for >quality'assmarice 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 Zonq of ;be Florida Building Code. . I " • DE�C1PTIOIII: S'e'ries "2000" Aluminum Single Hung Window •••••• • • • .. DOCUMENT: Drawing No. SH98 -04, titled "Series 2000 Aluminum Single Hung Window ", • •, sheets (.through 3; prepared, signed and scaled by Francisco Hernandez, P.E., dated 3/25/99, bearing the Miami - . :..:Dade CQanjy Prodtitit Control Renewal stamp with the Notice of Acceptance number and expiration date by the • . • • • •Vliami!Dalge Conn r oduct Control Division. • ' VIISSILF.IMPICOP RATING: Large, Small and None Missile Impact . • . LABELING: Ean tail shall bear a permanent label with the manufacturer's name or logo, city, state and ••••'followpg slgtemept: ".Miami -Dade County Product Control Approved", unless otherwise noted herein.. .; ... RENEWAMI of this NO'A shall be considered after a renewal application has been filed and there has been no change tit 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 literat If any portion of the NOA is displayed, then it shall _ be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0403.07 and, consists of tt . page 1 as well as approval document mentioncd above. The submitted documentation was reviewed by Raul Ro_riguez. NOA No 02- 0212.02 Expiration Date: April 22, 2007 Approval Date: March 21, 2002 Page l DESI( I PRESSURE CHART -PSF $ Rm 0ALUMINUMSNG B W NG W OW HURRICANE PRUrBCnONL9 RSQC11a �y�DpRr SCHEDULE 1 1 tav14a• 33S SHOHONV MEDIUM DVTY ( HEAVYIRTPT w l8'18>�. ��1T) 8/16"TAPL74A 3/ld".AmmusseA63 311.6" MAW 1 31011813AD ANDC9IL rmeMO "OLA53 N. 316'ANMAU 3/16' TAPDOYO< u4" TAPC4:001 MrTAPCQs w' TAP00[43 1 �9999� - DESI( I PRESSURE CHART -PSF $ Rm 0ALUMINUMSNG B W NG W OW HURRICANE PRUrBCnONL9 RSQC11a �y�DpRr SCHEDULE LIGHT DUTY MEDIUM DVTY ( HEAVYIRTPT w l8'18>�. ��1T) 8/16"TAPL74A 3/ld".AmmusseA63 311.6" MAW 1/4wd118cGun 31011813AD ANDC9IL rmeMO "OLA53 N. 316'ANMAU 3/16' TAPDOYO< u4" TAPC4:001 MrTAPCQs w' TAP00[43 1/4" TAP00A45 WDTh HEIOHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. ' INT. EXT. INT. EXT. INT. 19 1/e' 28* 2 3 80.7 67.8 80.7 122.5 98.0 1225 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 291/2' 2 60.7 67.5 80.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 154.5 37' 3 80.7 87.6 60.7 122.8 96.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 96.0 184.5 53 1/9' 4 80.7 67.5 60.7 86.7 98.0 113.1 98.0 122.6 98.0 113.1 98.0. 122.5 98.0 184.8 191/e' 353/5' 2 3 60.7 67.5 80.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 08.0 184.8 25 i/r 2 80.7 67.5 80.7 122.5 98.0 122.5 98.0 122.5 08.0 122.5 98.0 122.8 98.0 184.8 sr 3 80.7 67.8 80.7 108.6 68.0 120.3 98.0 122.5 98.0 120.3 98.0 122.6 98.0 184.8 53 1/31' 4 60.7 64.8 60.7 84.8 90.8 90.8 97.1 97.1 00.6 90.6 96.0 122.5 98.0 144.3 19 1/5' 2 4 80.7 67.6 80.7 122.5 98.0 122.5 98.0 122.5 98.0 122.8 98.0 122.6 98.0 184.8 29 1/2' 2 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.6 98.0 184.8 37' 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 1/5• 4 52.6 52.8 63.2 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 60.7 87.8 80.7 122.5 98.0 122.5 98.0 122.8 98.0 122.5 98.0 122.5 08.0 184.8 291/2' 2 60.7 67.8 80.7 111.9 98.0 111.9 98.0 122.6 98.0 111.9 98.0 122.5 96.0 184.8 sr 3 60.7 81.5 80.7 89.5 89.8 89.6 98.0 111.8 89.6 89.8 98.0 111.6 98.0 168.3 531/5' 4 41.3 41.3 48.7 45.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 10 1/5' 74 1/4' 2 5 60.7 87.5 80.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.6 95.0 184.8 25 1/2' 2 80.7 67.5 80.7 91.2 91.2 01.2 98.0 122.5 91.2 91.2, 98.0 122.5 9830 184.8 37' 3 51.4 51.4 60.7 71.6 71.8 71.5 9 93.3 71.5 71.6 - 93.3 93.3 98.0 140.8 ESMID ON 1111.-1 Sep 7-i9-94 TOR mow oaf 53 1 +70A -7 0�0 F. OEM LONIS. 445.7 -45.7 PST la aLAB Psr Mb ON m9,-ii NW pp t ! � +1085 050 NIA 1ESIB0 GABS. 8 6' At4F. L 0011,17 xis tAA55 ® +1 1 155A er n="170 1 HEAD ANCHORS SEE CHART 21" MAX. 1 1. 24" MAX. C i WINDOW WITH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNINS (SURFACE APPLIED) . MAY BE USED PRODUCT RENEWED ACCZATANCEN SOON FLORIDA BUILDING CODE F7CP19ATi+ ` :, / 206'7 9 2. ` 7r //r 1�71f��I�i PROD L DIVISION BUI • .'■E COMPLIANCE OFFICE VOOEPTANcE 20, f.» 40 e . iP. • • • • • •• ••• • -•• • •• BU2onvocaDE comPL1Aslx OFFICE • • • • • • • • • • • . • • • .•• • • • •• • • • .•.• a - z5 -00 FRANCISCO HERNANOFZ • FL.PEJ51 3. • . • • • • • • • • • • • • . . • • • • • • • • • • • • • • ••••• ••• • • • •" •.. - _ • •.. • Sunshine Window Ikaufectun ig, inc. 1740 W. 33rd Rod Fax e IONIN 112 :1 Data 3 -25 -99 soma 1 /2 "'1' SH98 -04 SHEET 1 OF 5 DESIGN PRESSURE HART - PSF SERIES- 2000ALLEENUM SIIicuB awe WUWO � W GLASS WINDOW DIMENSION ANC S ®IJLB FOR LIGET, M$NLtTMAND HEAVY DUTY WINDOWS SORffiCANS PROTECITONIS REQUIR STANDARD SILL 3' BEM SRL IBRIERAD " Dila PItUAi° 8/16'TAIRX188 1/4'TAP00148 3t18 1/4•TAPOONII WIDTH HEIGHT DCT. .INT. EXT. INT. EXT. INT. EXT. INT. 10 1/e' 04• 2 3 68.7 281.4 86.7 300.0 73.0 281.4 75.0 300.0 201/2' 2 65.7 252.1 88.7 300.0 78.0 252.1 75.0 300.0 sr 3 66.7 141.8 88.7 248.8 75.0 141.8 73.0 248.8 531/0' 4 66.7 113.1 88.7 154.0 75.0 113.1 75.0 154.0 1 e 1/e' xi 3/1r 2 4 66.7 214.0 85.7 300.0 75.0 214.0 73.0 300.0 as 1 /2' 2 86.7 177.2 68.7 300.0 75.0 177.2 75.0 300.0 b 3 86.7 129.3 85.7 188.9 75.0 128.3 78.0 188.9 03 1 4 66.7 90.8 86.7 112.4 73.0 90.8 75.0 112.4 10 1/5' 50 2 5 . 88.7 187.7 68.7 300.0 75.0 187.7 75.0 300.0 2e 1/2' 2 68.7 148.9 88.7 300.0 75.0 148.9 75.0 300.0 37" 3 88.7 124.0 68.7 164.4 75.0 124.0 75.0 164.4 m 1/e' 4 86.7 83.8 88.7 92.3 75.0 83.8 75.0 92.3 101 a , 2 6 86.7 173.2 88.7 300.0 75.0 173.2 75.0 300.0 0s 1/3' 2 88.7 134.2 68.7 300.0 75.0 134.2 75.0 300.0 sr 3 86.7 107.5 88.7 155.4 73.0 107.8 73.0 168.4 531 4 88.7 81.0 88.7 81.0 73.0 81.0 75.0 51.0 10 1 /e' 741/4 2 6 66.7 143.0 88.7 300.0 75.0 143.0 73.0 300.0 OS 1/2 2 88.7 109.5 68.7 251.6 73.0 109.5 78.0 231.8 3T 3 68.7 851 68.7 155.0 75.0 89.8 75.0 185.0 es 1/0' 4 66..7 89.8 o8.7 73.0 89.8 ott.8 75.0 75.0 9ASD ON F L -1937 DATED 11 -1 -97 TEST SIZE- 153441' X 74 1 4' 1 OVER 1) TEST LOADS- .6 - 112 . DESIGN LOADS- +78.0 -78.0 PSF WATER INFILTRATION TEST- 10.0 PSF MTH Sip SILL 11.3 PSF WOH 3 sip. SILL TESTED MAW= 1/4' TEMP 1111111111 HEAD ANCHORS SEE CHART 14 MAX. 1/4' ZMPERED GLASS gE 7.2 / v 1/4' IMPERED GLASS 4 WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY 8E USED •. Ii:VED•AS•COOSO �tR11•Oleo • SOUT%L ROR• U501l ., • • •. • . A.r '- • �tii �+wer , � • • P0.. .° OL ONISI0N BILL r e CODE COMPLIANCE • •CCEPTANOI AO O G>�QgOls.o1, . • • • • • • • • • • • • • •• • • • • • • • • � • • • • • • • • • • •• ••• . • . • • • • . • • • • • • • ••• • • • • . . • • ••.• • • •.. • PRODUCT RENEWED AocL?rANcENo. 01 Zit rot E1 PJILA11oNDa was tit V. 1407 CONTROLD IVISION BUD.DINO CODE COMPUANCEOFFtCE s -£6-oD FL PE 81393 Sunshine Wmdors 1lalutadurfng, Ire. 1 4e W. 33rd 1 e ikon! • 1 I Dro JN Doe., 3 -25 -99 each 1/2 3�- D 55 98� 04 SHEET ;20F5 21113111 PAST. WOW 3141221111AL WINDOW WIDTH AL SECTION PRODUCT RENEWED ACCErrANCENo. 0Z -o t(2,Ob ESc?i6AT1ON DgtE 1+34,1711 7,07 IROLD1Vt5[ON BUILDING CODE COMPLIANCE OFFICE 3 SW-011 2 FRAME JAMS 6083 -46 8 SW -012 2 SASH SIDE Rik 8083-78 10 SW -8202A 4/YENT FACE GUIDES NYLON SW-1820 AS RCM GLAZING TAPE FM 18 SW-018 AS ROD CLAMS BEAD 6063 -18 18 BE -840 2 SPIRAL BALANCE ALUMINUM 17 8W -3082 AS 800 WADIES tow 81N.8 Wu t • • • • • • • • • • •• .. • •_ •. • • s • • • • ••• • • • • • • • • • • � • • • • • • s • • • s • • • • • • • • .• •• •• • • 1.828 0.612 �- MN � PAL 0083 -T5 0.080 3 -25 -00 � DEz • Sunshine Whelan YufactUring, Inc. 1748 W. Skd Rim 81 D iem IJN Dote 3 -25 -89 soa. 1 /2`01 AwYm - 78 -0(1 OWNS NO. SH98 -04 SHEET 4 OF 5 EMU PAlT• Ulla MAMA& 1 6W -014 ' 1 FRAME HEAD 6083 -111 2 5952101 1 FRAME 00.1.. 8163 -46 3 S1 2 AI1-011 FRAME JIWIB 6063 -15 4 894011' 1 MEETING RAIL 6083 -16 5 SW-01T 1 841S4 10P RAIL 8053 -15 8 8943358 1 SASH BOTTOM RAIL 8083 -15 7 398282E 2 SASH CAM NYLON 6 3 2 SASH SIDE RAB.. 5083 -T5 8 89-48 AS MO ASSEMBLY SCREWS i 8X1" PH PHILUP CRS 10 SW8'102A 4/VENT FACE GUIDES NYLON 11 • 2/VIVT LATCH • 6063 -16 12 691820 AS 800 , SEAL PILE �' FELT 13 S93257 AS R00 WEATHER SDBP BULB YIM'L 14 - AS ROD SILICONE . DC- 708/514 -5731 15 59 -018 AS ROD GLAZING BEAD 8083 -15 16 59540 2 SPIRAL BALANCE ALUMNI'S 6 r ,, " 4 • TYPICAL ANCHORS ► • " • • • / • . • VERTICAL SECTION APPROVED AS COMPLYING. WITH SOUTH FRORNDA BOILDLNM MN OAT ZElim a BT IMPACT RESISTANT WINDOW GLASS OPTION& 3 6" OVERALL. EMANATED GLASS USING TWO LIGHTS OF 1 6" HEAT STREVEHENED OL Man WIDE AN 0010 NTERIAYER FILM, CASSLAM SAFETY plitS AND 3 BRDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET 2-10 ON SIDE 8u101 CODE ComPUAIO5 iffor FL AT PERIMETER EDGE 4 C C E V T =No.Q'V 4406 o3 LANNATED CLASS UENG TWO LIGHTS OF 1/8` HEAT STREN1HENED WITH AN 0. 080' IMERLAYER FILM, DUPONT 9RH BUTN RE Mrmo% INTERIOR GLAZED WITH 3/8" CLUING PENETRATION USING A CLEAR COLORED 0HESYVE BEDDING COMPOUND. SCFNEE MOREHE,D 5731 00 DOW CORNING 705, D AN EXTRUDED ALUMINUM SNAP ON GLAZING 8540 FASTENED TO FRAME 91TH TWO NO. 8 X 3/4" PROMS PER (MAD. r— L_ DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SEES EQUAL 01 SMALLER THAN TEST UNIT L JALO6 .GAL L ML91 1 BY OR 2 WY WOOD BUCK WINDOW WIDTH HORIZONTAL SECTION • ••• • .• •p _.•. • . • • 1 (SURFACE FLIED) MAY BE USED • • • • • • .• • • .... • •• • • • • • A . . • • • • • • •• • ••• • •• l 'I N AL µ • ••• • • • • • • • • • • • • ••• • • • ••• • • HtAU ANL;MUKS ,t . clIAftl 4 , 14 MAX. SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 TEST�LOADS+ 1 0 - 135.0 PSF B 1) DE� SIGN gLOA ' 3 +70.0 -90.0 CYCLIC INTIMATION WiND S LOAD B TE T= + 1 0 9 0.0 + & MATED HUR**ICANE REt1HTANT SHtTh U8 ARE NOT REQUIRED ANCHOR/3i INTO 28Y WOOD BUCKS OR IOW STUCTURE 3/16" TAPCONB 91114 1 1/2 MN. PENETRATION INTO WOOD. BUCKS OR TITO MASONRY 3/18 TPP3ONS wmi 1 /4 MENT INTO MASONRY. • • • • • •• • • • • • •• . 9ND0W 910111 53 1/5" =Hon Pax TBAO t SILL )e 3,1 33" • 4• • •4" 5 • ••• • 1 s —r• WINDOW HEIGHT 28" • 38 3/8' 5o 5,ir 83" 73 3/4 MOWN rAMLB 3 4 8 8 8 3-a6 - FRAN018Q HE Fl.. PE 81363 !Sunshine l6ndoE Wanufachring, ht. 148x. agi Fmn 11 11 Dram JN •.•o 3 -25 -99 AWN 1/2 =1 Warm SH9 -04 5 OF 5 rums IA*7$' , RIM DMI6G71Pfl IR k/,7ACOe11. 1 SW -014 1 FRAME HAD 5083-45 2 SW -82101 1 FRAME SILL 6063 45 4 8W -015 1 MEETING Rill 6053 -18 8 SW -017. 1 SASH TOP RAIL 5003 •48 5 SW -43355 1 SASH BOTTOM RAn. 6063 -18 7 SW -40771 1 3" RISER 6063 •18 9 SW -AS 14 ASSEMBLY SCREWS if MCI" PH PHILIP CRS 11 SW -667 2/VENi LATCH ZINC 1Y 8W -1620 AS ROD BEN. PILE FELT 13 SW-3257 AS RQD WEATHER STRIP BULB VINYL - 14 SW -1820 AS ROD XRAZINO TAPE FOA4 15 SW-018 A9 RQD OLAZINO BEAD 8013•18 17 SW -3011 AS ROD WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME Sfll/3' RNPR 6003 -T5 19 SW -40770 1 BOTTOM 9063 -15 20 SW -43353 2 /VENT LATCH BOTTOM RNL 6083 --T5 PRODUCT RENEWED ACCEPTAtNT2140...5 trol It . 0 Z &Z• ,X•1 M MD UST � NOT wow BY GI.*M: • SY SUOtUAND TRANSFER THEM TO THE BUILDING EXPIRATION PRODUCE' IMILDINOCOOD 1/2" EACH END • 4 . LIGHT DUTY TYPICAL ANCHORS ELEVATION FOR SPADING ARMORS: • 3 /16 OR 1 4 WORM ��WIiF 1 1/ MIN PENETRATION INTO W000 e7Z o .;77. _ PR v: DIVISION BUILDING 000E cDMP-ImcE • CE ACCEPTANCE NO.0 04 0 9.0; 2' M 1 •�: «s� ; . f • TYPICAL ANCHORS SEE F7.EVATION FOR SPACING INTO 1BY Q BUCKS OR INTO MASONRY 3/16' OR 1/ 4 TAPOONB WITH 1 1/4" MIN. GIBED INTO MASONRY MAT METEOR USE ADHESIVE MONO COMPOUND AND CIMI NO FOAM TAPE ON EXTERIOR EXTRUDED AWMINUM SNAP ON GLAZ8O SEW WITH VINYL BULB ON INTERIOR 1/2" WEEP SLOTS AT EACH END P ~ • MEDIUM AND HEAVY DUTY 1/2" WED/ SLOTS AT EACH END MATERIAL LIST (VERTICAL SECTION) • • • • •• • .� ^ _. 2 ELL LATCH b • • • •• • • •• 1 BY OR 2 BY 1 BY OR I 2 BY • • • BUCK • • ,• • • • • • • • • • • • • • • • • • • • � • ••• • IIIEDIUM AND HEAVY DUTY ••• • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •••••• • •••• 1/2' WEEP SLOTS AT EACH END 3 -ZE -00 FRANCI1100 1393 HERNANDEZ &TI8 8e Windage Manufacturing, inc. Plre � ;174 .• • • • • • • • • •• • • ••••• • .• • • • • •• • • • • • • ••• ••••• • .• • • • • • •• • •• • • • ••••••• • ••. . • • • • •• • • • • • • • • • •