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237 NE 102 St (16)'Inspection Number, IN Inspection Date: 05/22/2006 Inspector: Grande, Claudio Owner: ALLISON, DUANE MERLE Job Address: 237 102 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Building Department Comments Friday, May 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 l � 0:7 Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number (305)439 -1625 Parcel Number 1132060134950 Lot: Phone: 561 - 732 -6614 Page 1 of 2 Passed Inspector Comments C � r--0(z_. 3, Z �� �- r..., 40, � � / a Gl cAl C � xl Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number, IN Inspection Date: 05/22/2006 Inspector: Grande, Claudio Owner: ALLISON, DUANE MERLE Job Address: 237 102 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: SEARS HOME IMPROVEMENT PRODUCTS, INC. Building Department Comments Friday, May 19, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 l � 0:7 Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number (305)439 -1625 Parcel Number 1132060134950 Lot: Phone: 561 - 732 -6614 Page 1 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -907 Printed: 6/17/2005 Parcel # 1132060134950 Building Permit Applicant: DUANE MERLE ALLISON Owner: ALLISON DUANE MERLE JOB ADDRESS: 237 NE 102 ST Page 1 of 1 Contractor SEARS HOME IMPROVEMENT PRODUCTS, I616ntractor's Address: 3020 High Ridge Rd., Suite 300 Local Phone: 561 - 732 -6614 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 15 16 & 17 BLK 36 LOT SIZE Fees: Description Amount FEE2005 -8427 Building Fee $420.00 FEE2005 -8429 CCF $6.00 FEE2005 -8431 Training and Education Fee $2.00 FEE2005 -8432 Technology Fee $10.50 FEE2005 -8433 Scanning Fee $9.00 FEE2005 -8436 Submittal Fee ($50.00) Total Fees: $397.50 Total Fees: $397.50 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/13/2005 Construction Value: $9,948.00 Work: REPLACE 11 WINDOWS 3 INSTALLATION 2 SET OF SHUTTERS Signed: (INSPECTOR) J ,\ 00 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: NOTICE OF COMMENCEMENT N A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street /address: 9\A-Of q(2) ) o fort IS - thtz.k-, I `1 6\1') 3 )02. T C,• 35 (.3 - 2. Description of improvement: w ∎ inciowS S 1--lott e(5 3. Owner(s) name and address: 4 ()tSD► -_ D, wAn Q. Interest in property: Cic h Q ��� Name and address of fee simple titleholder: 4. Contractor's name and address: ; tC5 -�P � � �1 (o'3Q ► -�-��� OQ ckcA (',(A ( \ .Lcn o c-) cC - TL- 3 2.7 4S O 5. Surety: (Payment bonp required by owner from contrap,t�r�if any) Name and address: y � , DAD T , Amount of bond $ 6. Lender's name and address: d 0 0-Ye lo - 2_ CC 9..ActL ,3h,o( L- 3 - 51 3 nature of Ow Print Owner's Name Notary Public Print Notary's Na My commission 123.01 -52 PAGE 4 8/02 11111111111111111111111111111111111111111111 CF= N 200 OR Bk 23482 Ps 3113; (SPs) RECORDED 06/16/2005 12 :48 :51 HARVEY RUVINP CLERK OF COURT MIAI1I -DACE COUNTY, FLORIDA LAST PAGE • uJl '�� i n; rA1F1iok C �, i ; n dcy E Il C• .i= Y RU I CLER. , 4 - . 1 ; ! 9 ;t: , r 7. Persons within the state of Florida designated by Owner upon w . Ortents@aa ,;,f % erved as provided by Section 71313 Florida Statutes, Name and address: 11••.) om n 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Flgrida Statutes. Name and address: F✓ A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ate is •ecified . • I� S o v u e.A. Sworn to and subscribed before me this it. day of 1., *- Prepared by ,20x APPR 935-N POMPANO BCH, FL 33069 954- 590 -2203 it 77 Qualifier BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) A (`t5O IJ Owner's Address AI I 15o 01 e City -tit, a LA2A S1A,o ( e 5 State TL- t/Lessee N Tenan ame Phone # Job Address (where the work is being done) ( ? 102_ DT City Miami Shores Village County Miami - Dade Zip ?) 1 5B Is Building Historically Designated YES NO Contractor's Company Name C t1(5 � 1 t 1 1- (Ie —TA eA Phone # Contractor's Address J( - `t oQ / %t c At `f� A-0( City O � � kW OOCC State �L Zip �j2 So ‘Vi &\ 131A A lla`) * * * * * * * * * * ** Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical * ** o* * ** *Fees * ** Scanning $ 9 • CC) Radon $ Zoning 1 Permit No. UPOS Master Permit No. Plumbing Mechanical Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 44 50 z 3 `1 �v (Continued on opposite side) -PUN 1 6 2nn Bond $ Roofing t,;CCC - Phone # tG 2 sT Zip 7 '� 1 :3N State Certificate or Registration No. G��C0 aS 3 � Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Lk) , oc4 wS .1Sx $ Value of Work For this Permit C l Ci L i = Square Footage Of Work: 'i}2 7.z . ---- 7 S Type of Work: ['Addition ['Alteration ['New 4 Repair/Replace ❑ Demolition Describe Work:( , e ()ka ce U w \n CL) vci ' - ,ti St 4 1 5 of ( S D � t� Submittal Fee $ . GO Permit Fee 10 4 1 V $ -CO CO /CC Notary $ Training/Education Fee $ a 00 Technology Fee $ - , 5J Bonding Company's Name (if applicable) - Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspe tion fee will be charged. Signature �1<, Contr: ctor The foregoing instrument was acknowledged before me this d 3 The foregoing instrument was acknowledged before me this ?--k 20 by Al 6 0 11- 1 1 NOTARY Sign: Print: Chc 05/13/03 My Commission Expires: Owner or Agent day of , 20 05, by who is personally kno APPLICATION APPROVED BY: T , whQ41as EXPIRES: June 12,2005 / � cg•‘ Bonded Thai Notary Public Underwriters e an oath. day of who is personally known to me or who has produced NOTARY PUBLIC: ************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** as identification and who did take Sign: Print: My Commission Expir * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** * * * * * ** ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 3350 , Lot Size: 16,950 SQ FT Year Built: 1926 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 15 16 & 17 BLK 36 LOT SIZE 150.000 X 113 OR 16672 -1516 0295 4 Year: 2004 2003 Land Value: $229,724 $176,657 Building Value: $218,760 $213,583 Market Value: $448,484 $390,240 Assessed Value: $191,296 $187,729 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: $166,296 $162,729 Folio No.: 11- 3206 - 013 -4950 Property: 237 NE 102 ST Mailing Address: DUANE MERLE ALLISON 237 NE 102 ST MIAMI SHORES FL 33138 -2426 Miami -Dade My Home My Home mia "dadeygov Show Me: Property Information Search By: Select Item , . I . Text only 'V` Color Aerial Photography - 2004 Digital Orthophotography - 2003 Summary Details: Property Information: Sale Information: Sale O /R: Sale Date: Sale Amount: 13652 -0662 4/1988 $155,000. Assessment Information: Page 1 of 2 ACTIVE TOOL: SELECT �h Aerial Photography - AirPhoto USA 2004 0 ,V, We appreciate your feedback, please take a minute to complete our survey. My Home I Property Information 1 Property Taxes I My Neighborhood 1 Property Appraiser Home I Using Our Site I About 1 Phone Directory 1 Privacy 1 Disclaimer Web Site © 2002 Miami -Dade County. All rights reserved. If you experience technical difficulties with the Property Information application, please click here to let us know. E -mail your comments, questions and suggestions to Webmaster 115 ft http: / /gisims2 .miamidade.gov /myhome /propmap. asp ?app= none &bytool = ADDR &cmd =FI... 6/14/2005 1 Sears Home Improvement Products, Inc. License No. CB CO39161 P.O. Box 522290 VCmgwoo L 32752 -2290 1 ` I[ 0 r -' -f 1 -Ifs . Bus Name: —� I' j7 Phone: Res: 3. �^� Address: - / -- V1 for. o L Si City: f'1(c`^ l ,S�'L2--, j St.: 1 L. ZiP'3 J I/We, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to contract with Sears Home Improvement Products, Inc. hereinafter referred to as "Contractor", to furnish, deliver, and arrange for installation of all materials necessary to improve the premises located at: �J I• l ( L i 1 , � - � ' City\ . ,Sr'!i '. --- r (St ( Z i p) % Street) According to the following specifications: 1. Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) 2. Prepare openings as necessary to receive replacement units. (No finish work other than normal installation is to be done unless otherwise noted below.) 3. Install Sears Windows in openings described below to the following specifications: Color: L] White ❑ Beige ❑ White /Light Woodgrain Type: ❑ DH /(SH P 2 -LR ❑ 3 -LR Oiy Oty ' Oty 1 Oty Glass: ❑ Clear 0 Low Er /Argon Grids T OCE E2-30 • Rr�.r I t 11.1 �• i'� rs Hnnlr In,pnw el ❑ Bronze Ll Gray 0 r 1aFUCls. I l-1 SEARS HOME IMPROVEMENT PRODUCTS Replacement Windows ❑ OBS % 0 OBS Full ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. Terms: Credit /(Subject to the approval of the Credit Department) Cash ❑ (Final Payment payable to installer upon completion) Funded by: Bank City Location: h tS r r Phone If s '7 6��� %! Job NO. :I1 T 3 4i 5 ❑ Whit /Dark Woodgrain P Other ` (SS Z ❑ Other Otyi Oty ❑ Other ❑ Other Oty— Oty Screens' CHECK IF OTHER THAN FIBERGLA (On Sashes Only) O Alum ❑ Solar Oty 7i 0 Down Payment $ .00 Balance Payable $ - - .00 Date Top Full 0 Bottom ❑ Warranty: Manufacturer's Warranty sent upon )) completion. J f J. pn '/I 4 } +` /.,. 4. Existing units NT to be replaced:1 t ..•Z rrlyi._- 1 ` -.4 i 7 L. tV ~? C '"' ... 0_ Lfr - .( -, a •te s completion. 4. to=o ,--=%••4 I. ? l- ---, 5. If applicable, after completion of project, the applio2tion and removal (stofrage) of sfi tter panels S all be the responsibility of the purchaser. In the event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars. �C�7 - 1 6. Special _ instructions: +. w.� 3G_k t 1••,,,.; (: % - 1141 i _L l-i z•Y ;4 L- ) �� .. . ` '� * —i _l �.. — I v` — � - tom Ok tj_.�` - 1/ . -Ora i (.) •, i''� ) ._ c !(� 7, Clean up job related debris and provide necessary permits and insur .J / t - 8. II applicable, in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, '∎, Contractor shall refund any previous payment d this transaction shall be automatically cancelled. 9. Allow approximate) ion. -I 2 �,r/� j NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND THEM FULLY. 1 ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and agreerl1.$nts must be set forth in writing in this Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: The TOTAL PRICE for all Labor & Materials (including any applicable discount) is $ ? .00 • •••• • e • • • Contract Price $ ___1.9y$ ••• • • • • State Sales Tax ( •• }••• • • (If applicable) C \ S 4 p • • • • 0 Total Contract Price $ • • •• • Acct 11 St. • • - —•-•— • • 10% Preferred Customer Discount (PCD) awarded for any future Sears Home Improvement Products purchases. Current pricing available for one (1) year.• • • • • •••• If this is a credit transaction, the agreement for credit is contained in a separate document which is incorporated herein by reference and made a part • • hereof. IMre the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verily and review my /our credit record with an indepenae= t • • • ••• • • • • •• • credit reporting agency and release them aunt all liability incurred , ...��. -..- -. _.._._. /1 � IN WITNESS WHEREOF Pwchaser(s) have hereunto signed their name(s) this day of h C 20 G v 1- 1d acknowledge receipt of a Iran. copy of this Contract and unless otherwise specified, it is understood that the owner is rekly for wort: to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) ma}r cancel this transaction any time prior to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an explanation of this right. Sint, f i nn 05 nt lirxsex'alve Signalurx allixxd br 1p,v 'n315 as r■Ldipt ■I'. Pun;lia,:,f >) recervu<, Seporate canr.,,Ilaln ,n fowls oam • • • • • • 14, or Ii • a •• • • •• •••• • • • •• • • • • • • • Bevel Col Sculp Col Flat Diamond Clear White Tan Wd Grain Brass 1 Sears Home Improvement Products, Inc. License No. CB CO39161 P.O. Box 522290 VCmgwoo L 32752 -2290 1 ` I[ 0 r -' -f 1 -Ifs . Bus Name: —� I' j7 Phone: Res: 3. �^� Address: - / -- V1 for. o L Si City: f'1(c`^ l ,S�'L2--, j St.: 1 L. ZiP'3 J I/We, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to contract with Sears Home Improvement Products, Inc. hereinafter referred to as "Contractor", to furnish, deliver, and arrange for installation of all materials necessary to improve the premises located at: �J I• l ( L i 1 , � - � ' City\ . ,Sr'!i '. --- r (St ( Z i p) % Street) According to the following specifications: 1. Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) 2. Prepare openings as necessary to receive replacement units. (No finish work other than normal installation is to be done unless otherwise noted below.) 3. Install Sears Windows in openings described below to the following specifications: Color: L] White ❑ Beige ❑ White /Light Woodgrain Type: ❑ DH /(SH P 2 -LR ❑ 3 -LR Oiy Oty ' Oty 1 Oty Glass: ❑ Clear 0 Low Er /Argon Grids T OCE E2-30 • Rr�.r I t 11.1 �• i'� rs Hnnlr In,pnw el ❑ Bronze Ll Gray 0 r 1aFUCls. I l-1 SEARS HOME IMPROVEMENT PRODUCTS Replacement Windows ❑ OBS % 0 OBS Full ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. Terms: Credit /(Subject to the approval of the Credit Department) Cash ❑ (Final Payment payable to installer upon completion) Funded by: Bank City Location: h tS r r Phone If s '7 6��� %! Job NO. :I1 T 3 4i 5 ❑ Whit /Dark Woodgrain P Other ` (SS Z ❑ Other Otyi Oty ❑ Other ❑ Other Oty— Oty Screens' CHECK IF OTHER THAN FIBERGLA (On Sashes Only) O Alum ❑ Solar Oty 7i 0 Down Payment $ .00 Balance Payable $ - - .00 Date Top Full 0 Bottom ❑ Warranty: Manufacturer's Warranty sent upon )) completion. J f J. pn '/I 4 } +` /.,. 4. Existing units NT to be replaced:1 t ..•Z rrlyi._- 1 ` -.4 i 7 L. tV ~? C '"' ... 0_ Lfr - .( -, a •te s completion. 4. to=o ,--=%••4 I. ? l- ---, 5. If applicable, after completion of project, the applio2tion and removal (stofrage) of sfi tter panels S all be the responsibility of the purchaser. In the event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars. �C�7 - 1 6. Special _ instructions: +. w.� 3G_k t 1••,,,.; (: % - 1141 i _L l-i z•Y ;4 L- ) �� .. . ` '� * —i _l �.. — I v` — � - tom Ok tj_.�` - 1/ . -Ora i (.) •, i''� ) ._ c !(� 7, Clean up job related debris and provide necessary permits and insur .J / t - 8. II applicable, in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, '∎, Contractor shall refund any previous payment d this transaction shall be automatically cancelled. 9. Allow approximate) ion. -I 2 �,r/� j NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND THEM FULLY. 1 ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. Please read the following bold type and initial corresponding line. Verbal understandings and agreements with representative shall not be binding. All understandings and agreerl1.$nts must be set forth in writing in this Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: The TOTAL PRICE for all Labor & Materials (including any applicable discount) is $ ? .00 • •••• • e • • • Contract Price $ ___1.9y$ ••• • • • • State Sales Tax ( •• }••• • • (If applicable) C \ S 4 p • • • • 0 Total Contract Price $ • • •• • Acct 11 St. • • - —•-•— • • 10% Preferred Customer Discount (PCD) awarded for any future Sears Home Improvement Products purchases. Current pricing available for one (1) year.• • • • • •••• If this is a credit transaction, the agreement for credit is contained in a separate document which is incorporated herein by reference and made a part • • hereof. IMre the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verily and review my /our credit record with an indepenae= t • • • ••• • • • • •• • credit reporting agency and release them aunt all liability incurred , ...��. -..- -. _.._._. /1 � IN WITNESS WHEREOF Pwchaser(s) have hereunto signed their name(s) this day of h C 20 G v 1- 1d acknowledge receipt of a Iran. copy of this Contract and unless otherwise specified, it is understood that the owner is rekly for wort: to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) ma}r cancel this transaction any time prior to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an explanation of this right. Sint, f i nn 05 nt lirxsex'alve Signalurx allixxd br 1p,v 'n315 as r■Ldipt ■I'. Pun;lia,:,f >) recervu<, Seporate canr.,,Ilaln ,n fowls oam • • • • • • 14, or Ii • a •• • • •• •••• • • • •• • • • • • • • MODEL PD Patio Door DH Double Hung 2LR Two -Lite Roller EV Three -Lite Roller PW Picture SH Single Hung 1 LR Single Slider CR Casement Right CL Casement Left AWN Awning HOP Hopper GW Garden Window BAY Bay BOW Bow COLOR: White Tan LWG Light Woodqrain DWG Dark Woodqrain GLASS: CLE Clear Hy -Lite Block E2 Low E/Square GRAY Gray Tint BRZ Bronze OBS Obscure OBSBOT Obs. Bottom KEEP Keepsafe TEMP Tempered GFR •• CP • • • Colonial FM° • : • CTS • • • Colonial Top • -fi •• •— liamondestli • • • S DT • Diamond • CULP,Sculpture�l • � RSA • • Werimeter f Prairee • • ScA FI FULt ORHALF • ALUM. • MIS .L,ANEOUS. • to LIL • ■ • Illullions CAP _ _Cap Facirl� • RETAIL PRICE DISCOUNT $1,500.00.: 52,499.00 5% 52,500.00 - $12,999.00 10% $13,000 - 522,999.00 15% 523,000.00 - 527,999.00 20% 528,000.00 8 Up 25% ITEM MODEL COLOR ® SCREEN GRID TEMP /OBS $ AMOUNT 1 (' ®L2 Iz : , ; . %,∎ J ;V') 2, 0 2 .. J 1 ,.r . ,il, i( . 1._ '1,- r_ - -. /.- 3 1 w 11131MMIN 5 4 EINIMMIll 6 ■ 1 1'04 I s " 7 # A 1' . 8 c ' ' EMI —_ Milli 9' 11 0 ate MAIIII 10 `. 1 t7 _ 4 INFIIII 11 �, /�S {iMI ME 12 6 13 ME k,, 14 - - -� 15 16 17 18 • Total 1? • Detail additional I:!bor and charges: • ••• ` \. r-- .4 Offer Code: Date: Phone: ` 7 1--11 Customer. O A( 121 144(,>\ City: k (C, 1 e N C, / ENTER WIDTH 8 HEIGHT FOR EACH UNIT TO BE REPLACED AND ENTER CORRESPONDING NUMBER WD LEFT WINDOW PROPOSAL WORKSHEET HT x IY x ,. "P.:, x) . X Series For second story - use additional workshee SPECIAL INSTRUCTION Bays /Bows: Specify window type (ie, casement DH, etc.) VOLUME SAVINGS El -El Rev. 05/02 OFFICE USE ONLY ®O 0 RATE: SA..ES MANAGER APPROVAL SEARS S WD HT Sales Rep: X X X X 1Sfi 6_s L 4 n(-Of .1Gtf1 ' o 1 l E 1 , Sf L 2-• Office Loc. and #: H t ✓ C. . opitz Job No. /Lead No.: 1 1 lo,) 3 2% Travel Auditing Manager WD HT X X it WD HT • • • • • • • • ••• • •• • •• • • • • • WHITE - CORPORATE YELLOW - BRANCH PINK - INSTALLATION • TOTAL RIGHT WD HT x X x x x • • • •• • Volume Savings ' % ($ I l S I SUB TOTAL ($ Other ($ I.V.D. (Coupon) yr c ($ N c ) IMPORTANT INFORMATION: Corner of Bldg to edge of window and Window Sizes z . • • _ • • • • • • • • • ■ • • - • • • • : • •.• • • • • Tr7T • - -•- . •- •I • ••• —.. •-. •_•.• • • • • • • • _. • ••• • • • • •• • • • • • • • • • • • • •• • • • ••• ••• •• • •• Mean Roof Height: 1 Type of Wall: of Stories: 1 of Openings: 1 of Openings to be replaced.. THIS DRAWINC IS THE PROPERTY OF "APPROVED PERMIT SERVICES. INC." AND IS AN INSTRUMENT OF SERVICE NOT ID BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF OWNER. Hurricane Shu rs: Yes: No: n i - vr" n !t`nwiF Do Not Do: r'1 S j ) - f ys i f (Windows Not to be replaced Building Dime n&ign Length Width: APPROVED PERMIT SERVICES, INC. (954) 590 -2203 • • ••• • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • SITE PLAN Exterior Information Customer Nome: '` \\,\S '1 Address: 31 City: �\ 1c- zip:33 Completed By: Phone Number: Room - 4l 4,n -- v 1 1 1 ir•�11C�� 1 1 1 1 ►'fit 1 1 ® t 1111MINUamt VI ME= I ? P��s'rla 1 1 1 =PM 110E111111111,1 1111BUIMENIUM IMINAZ111 EMI NM MIN MI IMMIIIIIMM11111111=didillitit 1 A>♦�® 1.11111111=1111111111MMINIMIN 1 1 tali 1 1I 1 1 11 1 1 11 1111 1 11 ? t 1 1 It 1 i 111111 1 V/( !1 11111.11 1V Room INFORMATION REQUIRED: • .. ... • • • • Floor to Sill • • • Top of Window•totling.: Window /Door Sizes • • • • • • •• •..•• •• • ••• • •• • • • •• ..• • • • ..••• .•. • • • • ••• • • • • • • • • • • • • • ••• • • • THIS DRAWING IS THE PROPERTY Q AQP O PERMIT•SERNCES, Yvft • • AND 15 AN INSTRUMENT OF SERVICE. NOT TO BG REPAODUOFD W WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF OWNER. • •.. • . • • • • • • • • • • • • • • • • • • • • 'interior' Elevations AI PI Room 1111 1 1 1 1 1 1!11111 ! 11 ? 1111 11 Li i 11 11 1" 111111 11 11 1 11 1 11 1 11 ?1 11 11 1 11111 ! t t ! I 1 I Err; t I I I 1 1111 1 !111'1 1111 1111 11111 !11 1111 1 111 1 1111 II.1 1 1111 1I ;111!!1 1i l! 1 1 1 1 ! 1 111! 1111/111 111 1 1111 111 111 1111! 1111 11 Room 111 11 111 11 11 11 1 11 1111 111111 11 1 1 1 1 111? 1 1 1 111 111111111.? 1111!11!1 i ? 111 111 1 1 1 1 1 1 11 11 1 I 1111 !t 11 INFORMATION REQUIRED: Floor to Sill Top of Window to Ceiling Window /Door Sizes APPROVED PERMIT SERVICES, INC (954) 590 -2203 Customer � �"' 4-( A ( U Oi Address - < �l C .S r City: MIA'°' S J Zi . 13e Completed By: Phone Number: 11 !111.11111111 11.':.111111111! ?111?11 1 Ill t? 11 111111111111!1111'll�I rlt1f 11 ?1 11111 ?111111111 1111 1111.1 I11i11111I1 1I.1111111111I111 11111111111!1111111 1111 ?1!1111111 11 1i!1111111111111t1111t!tt111i11 11 1 1 1 i1 1111! ?t11 11!1 1 1 !11 111 I11 1111111! 111 1111 ?I�1 ?1 1111�tt 1 11111111 1 111!1111 I f lt1ill1t1 lltllllt!1111 1 i:1 11111t 11 111111I3 11111!1 '1's.11llll11 1 111? 1111 111 1 � ? 1 1 ! 1 11 111 i 11 1 1`111 ( 11 111 1 11 11 111 111111 11 111 111 ?1'1 1111 II, ! 111111 11 1tI 1111 1 1 111111111 Iii ill 111111 1 111 ?!1111 111' 111 Illt, !111111 1 11111111/1 11'1 .111 Room - 4l 4,n -- v 1 1 1 ir•�11C�� 1 1 1 1 ►'fit 1 1 ® t 1111MINUamt VI ME= I ? P��s'rla 1 1 1 =PM 110E111111111,1 1111BUIMENIUM IMINAZ111 EMI NM MIN MI IMMIIIIIMM11111111=didillitit 1 A>♦�® 1.11111111=1111111111MMINIMIN 1 1 tali 1 1I 1 1 11 1 1 11 1111 1 11 ? t 1 1 It 1 i 111111 1 V/( !1 11111.11 1V Room INFORMATION REQUIRED: • .. ... • • • • Floor to Sill • • • Top of Window•totling.: Window /Door Sizes • • • • • • •• •..•• •• • ••• • •• • • • •• ..• • • • ..••• .•. • • • • ••• • • • • • • • • • • • • • ••• • • • THIS DRAWING IS THE PROPERTY Q AQP O PERMIT•SERNCES, Yvft • • AND 15 AN INSTRUMENT OF SERVICE. NOT TO BG REPAODUOFD W WHOLE OR IN PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF OWNER. • •.. • . • • • • • • • • • • • • • • • • • • • • 'interior' Elevations AI PI Room 1111 1 1 1 1 1 1!11111 ! 11 ? 1111 11 Li i 11 11 1" 111111 11 11 1 11 1 11 1 11 ?1 11 11 1 11111 ! t t ! I 1 I Err; t I I I 1 1111 1 !111'1 1111 1111 11111 !11 1111 1 111 1 1111 II.1 1 1111 1I ;111!!1 1i l! 1 1 1 1 ! 1 111! 1111/111 111 1 1111 111 111 1111! 1111 11 Room 111 11 111 11 11 11 1 11 1111 111111 11 1 1 1 1 111? 1 1 1 111 111111111.? 1111!11!1 i ? 111 111 1 1 1 1 1 1 11 11 1 I 1111 !t 11 INFORMATION REQUIRED: Floor to Sill Top of Window to Ceiling Window /Door Sizes APPROVED PERMIT SERVICES, INC (954) 590 -2203 Customer � �"' 4-( A ( U Oi Address - < �l C .S r City: MIA'°' S J Zi . 13e Completed By: Phone Number: M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 E MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE 01? ACCEPTANCE (N PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). this NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ. (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend 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 "SH- 4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Aluminum Single Hung Window (TG -A) ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/31/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: 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 comper 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. ouil.fo11ov4ed U}; the expiration date may be displayed in advertising literature. If any portion of the NOA is disple3'ed, then it shall be done in its entirety. •••• • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • • • • • • • • • • This NOA revises NOA # 01- 0516.10 and, consists of this page 1 as well as approval documeni;i ipned above. • The submitted documentation was reviewed by Theodore Berman, P.E. • • • •••• • • • • • • ..•• • • • NOA Pfd 021)702.02' ;' Expiration Date: September 30, 2006• • Approval Date: July 15, 2002 Page 1 cOMPARATIVO 414 6473 3 7061 04&3.1 3)15 ANNEALED P71. 2960 Mode/ Width Wlyda. 44.1 141 20.000 (4) 38473 1 623 1 S 0 (6) 76.000 (e)' Pry Pm nag Pu nag Pas 1443 Pas nag 54. 19.123 (2) . 120.00 3667 .12600 3607 5667 .13100 3667 9�6T -7101 3607 24.000 (2) .120.00 5667 -12050 36.67 .120.00 36.67 4165 5667 - 63.64 3667 25.300 (2) .120.00 3667 -12600 35.67 -120.00 3657 -63.11 56.67 -60.53 35.04 32.000 (3) -120.00 5667 -12600 5657 .101.70 - 54.67 40.134 3667 4641 31.28 37 .OW ( .120.00 56.37 .12600 5667 2640 56.67 7630 5667 43.04 5603 40.003 ( -12600 56.57 -11660 3667 -6040 5647 4180 ' - MELT - 53.00 3600 444300 (3) 42050 3667 -10603 56.67 .7310 5667 43.20 0667 -32.30 5600 O ] -120.00 56.37 .05.71 56.57 2460 3667 483,90 33.90 -6600 4600 51161 (4 - 117.70 5667 -63.35 3687 -69.50 5637 130 474 -43.10 4310 005 706( 010351 3118 TUMP5RE0 /1.2932 Vandal. Width Madan 44.1564 26.000 (4) 34.373 (4) 30.23 (4) 61000 (6) 76.000 (5) 0411 Pas 809 • Pm nog Pm 1409 Pas 509 Pas 117LBT 19.123 (2) -13300 5667 .13100 3667 -131.60 5187 - 9453 5687 -73.01 24.000 (2) - 133.00 3657 -13340 36.117 - 12439 3687 4483 5167 .63.84 56.67 26300 (2) .13300 3657 .13300 3657 .12193 5187 412.11 56.67 -60.35 3667 32.000 (3) . 13100 3687 .13100 3667 -12393 35.47 41604 5667 -3641 5641 37.000 (3) .133.00 36.67 -13100 5637 .11174 36.17 -60.04 5167 -33.04 , 55.00 40,000 (2) -13100 5647 42223 36.67 -103.04 5667 41604 3667 -33.00 .14.000 (3) ' -133.00 5667 .10603 5687 .49.09 5667 -6604 3667 4100 6100 46.000 (31 .132.30 3667 -9670 3667 .79.72. 3667 .7021 3667 -33.00 33.00 53.123 (4) 117.70 3667 2339 3687 -6602 3667 20.96 50.67 -5350 35.120 MAX. HEIGHT 76.000" 1 5 m MAX. W 5. 0 a 0 a 10" Z V MAX J-__ • • • .• • • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • MAX. WIDTH 53.125" MAX. FIXED LITE 49.125" 0 CENTERUNE OF MEETING RAIL MAX. VENT DAYLIGHT OPENING 48.125" i AYUGHT OPENING •• ••• • • • • •• •• NON - ,IMPACT WIN{�OWS • • • • • • •• • • • • ••• • 1.) TEST A) FTL 2 REPORT, 5J, 3 /f�IT EMPRRED53,125 x 76.000 8) FR.-2960, 3/16" ANNEALED, 53. 125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS • • • ••• • • 3.) SEE SHEETW' 2 Of 8 FOR :SE 110 i DETAIV • •• • • • •• . • ■ • •• • • • •• • •• • • • • . • • • • • • • •• •51 • • • MAX. FIXED UTE HEIGHT FROM BOTTOM OF MEETING FAIL 37 5/8" MAX._ FIXED UTE OAYUGHT OPENING 34.500" 1 MAX. VENT DAYLIGHT OPENING 34.500' 11(5( ( Robert L Clark. P.& PE 739712 . Structural COMPARATIVE AMM.73I3 NOTP31 1. Nr.nb.ro In f 1 6.401111100.0 .r. 050061, al sneiers tM Md.. 2) 44050tH. Design Load. based an Co..p.HH. Analysis and Glass 7a81. A57M 01 300. 3.) Paalan Design Loads 050.0 ea Ce57.560. 01)017.)0 -'.050.5470.475.5.0.5. 44 Monson aro fa. 910 screws in 3118' Taposo.. (512 se+e/0 may be used Melon of 110'a) 34 Anna.. 100 mac 540114 0.515 mrnn fad 550 mac on 4th.. Oda of mooting ra)1. Ma. anenor spsehq of 11T at lambs a.20• .t 54.41 and MIL FIGT INDUSTRIES Or60n 17)0 3/16 GLAZING DETAIL F.K. Raved Bi Da)e- F.K. 8/31 /1 00/6 4/18/01 RarLdon= REDRAWN PRODUCT REVISED B�6 Code 'Atli de: Rands AA:opiu .6110 02 -0402.02 Eopirad p Data [j 0170. Dodo Product Cs. 144 Dhiika APPROVE) AS CCMPL791G 441171 THE SOUTH FLORIDA BBStANG 000E 141E SE PTprlsr< BY l< -Q+4. PRO0uC1 CO)(TRot. conSON. aun2NG CODE ZO AMPUMC ACCEPTANCE NO._ O Oascoplion: FLANGED W/ 3/16T OR 3/16A GLASS ALUMINUM. SINGLE HUNG WINDOW (TG -A) Series/U.(0k Scale: Sheet Drawing No. 1070 GY OR P.O. BX 1529 NOKOMIS, FL275 NOKOMIS.Ft. 34274 SH-4000 I NTS 1 01 2736 Ram. MAX. HEIGHT — MAX. FIXED LITE r-- 2.129" VERTICAL SEETIOAJ • • • • • • • • • • • • • • • • • • • • • • MAX. FIXED UTE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING Robcn L Clark P.E. PE 039712 Structural NON- IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 8) FTL -2960, 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS' MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION Drawn eY F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOUIS. FL 34274 Revsd BY (late: F.K. 8/31/1 D " 4/18/01 Sanaa/1Ma,o, SH -4000 Rev,aions: REDRAWN Scale: NTS Sheet: 2 ar 2.000" w PRODUCT REVISED as complying with the Florida Bolding Code Accaplacco tiogSe Expiration Date MIal7 RDa Da Prvdnct Control Division APPROVED AS COMPLYING KITH THE SOUTH FtRR1DA BUILDING COOS UAtE SEP30,'Ieol Br 1st •,.1 1 • PRODUI rairrzOL DPASICN BUILDING 0009 COMPUANte OFFICE Accepo No. a i _ °516 SECTIONS FROM SHEET 1, 3/16 GLASS TRW ALUMINUM SINGLE HUNG WINDOW (TG -A Orawn9 No. • 2736 R • • • • •• ••• • •• • •• • T • • ••• • • • • ••• • • • • • • • • • • • • • • • . • • • • •• •• • • • •• • ••• • • • ••• • 3142 110041 76509• 10' L 1 1142. 1 3 Z 3. 1101341 510001 • • • • • • • •• • • ••• • 41. 111 • • • ••• • 101.14. 300711 33.123' - -MAIL FRED UMC aTUGNT 010000 49.123' -•- -- CENTERUNE OF MEETING ANL 31111. MID ME 0471100 0/1311113 34300' 002. 113(7 D.01113/11 010400 34.500' 103. 110041 FROM 37 MC(. VDfT aTl6HI OPE7040 46723' J 3042. 3113114 37.000' 31. 31 FOXED lilt a7UCNT OPENING 33.000' • • • • • 0 • • • ••• • --- tE3(TERUNE OF MEETING R51. - - -- r MAIL FR ARE 0411 80 0117 0700 26000' 1.02. VENT 81011( 1 °PEKING 28500' • • • i - { 7011 0130:117 M10130:117 1 OPD1.0 31575' • • • • • • • • • • • • • • • • • • • • • -S •• • •• • • • •• • • • •• • •• • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O OTE OF 12221000 BOTTOM 03. RML a ' y lux. FOIED Ur( AE63If FROM BOTTOM OF 31331010 (310. 31 l/6' FTL -2961 NON - IMPACT WINDOW$ 1.) TEST REPORT. GLAZING. MAX /MUM SIZE A) FTL -296I. 1/8 DOUBLE STRENGTH ANNEA(fD. 53.125 x 76.000 8J F2 -2963. 1/8" OOUSLE STRENGTH ANNEALED. 37.000 x 63.000 2) SHUTTERS ARE REQUIRED AT ALL INSTAL1A770NS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY 4.) SEE SHEET 4 OF 8 FOR SEC710N DETAILS FTL -2963 k.( 1 °� V Robert L. 0 rk. P.E. PE 09712 Structural 1' INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. FL .34275 COMPARATIVE ANA1.T3I2 11011 Mnde.. Width 111.123 (2) 24.000 (2) 26.500 (2) 23000 (3) 37.000 (3) 40.000 (3) 44006 (3) 44.000 (3) 53.123 (4) Wln4ew 1401564 56.000 (4) nog -73.00 .75.00 .73.00 -75.00 P.5 50.57 3667 26.67 56.67 30.67 36.117 56..117 56.07 56E7 Ot a... 036 ANNEALED 30.375 (4) n.9 -75.50 .67.60 36.10 .47.30 -45.10 .413.213 pea 56.67 56.117 56.67 50.67 36.50 5250 4730 4530 43.20 50.02.3 (4) • n.6 9 .7100 56.67 -74.60 .57.40 .49.60 y- -40.00 3170 .30.90 3667 56.117 5667 • 45.60 4050 33.70 30.50 63.400 (6) nal -54.71 30.61 -6627 .4601 -43.70 X20 .30.75 .43.70 _ -20.70 pen 50.67 30.61 46.27 40.52 43.70 4010 36.70 3170 2170 • FTt. 2961 76.000 (61 11.6 .4181 365 46]3 .11454 4342 4200 .32.50 39.60 .27.611 pee 57 4181 3616 3633 33.64 yt �a.o: 33.00 3286 2140 27.50 COMPARATIVE 4651.1313 FOR1 51.435, lua 4141154L20 771, 2963 Madan, W1461 10.123 (2) 24000 (• 26500 (2) 32000 (3) 37.000 (3) 111.1.14a. N.Igni 20.00• (41 nag .7550 43.00 .7550 .7100 5617 55.57 5667 56.57 _ 5667 3•.372 (4) n.6 -7100 -7100 Sr30 .x30 Pe• 56.67 5667 56.57 56.67 5630 50.523 (4) . .75.00 -7100 -70.00 -57.40 -49.60 Ma 56.07 56.67 5607 56.67 49.60 62000 (6) n.q .60.40 .30.00 30.60 .5056 Pa 56..67 56.137 36.60 50.50 - 43.70 43.70 COMPARATIVE .H4ALT519 NOTt131 1.) 601514411 In t 10+.nth.a.a /n 6u.n4I17 of an0han per std., 2) N.g.Ota O.al5n Laada 08..4 eri Ca apenth. Analy.(5 and Otaaa 7.60 43774 21300. 34 Positive 0444gn Lead/ bused eft Camponeve Analyst/ and Water Taal P..a2.a.. 44 Numb.. ma ter 110 /anew. or 3H6" Tapeon/. (612 acr..r. may M toad husd at070'0) 54 Ancnara 3.00 max. Rpm each cantor and 5.043 max. an .161187 016. at 1n..Orq rail Max. anther /pacing 6111 al lama/ and 30 at Mad and 016 nu. 1/8 GLAZING DETAIL Oro., Byr F.K. 0716: 4/18/0 Rerad 877 Oafe: F.K. 8/31/I Re.:afana: REDRAWN OssenpG601 FLANGED W/ DS8 GLASS PRODUCT REVISED a+ ` d the Florida A Na 0 .0 X 02. 0 2 Expr..a..0 Deft BY Mlaad Dads Pindott Control OMAHA APPROVED AS CO••LYtt6O VAIN THE SOUTH FLORIDA BUILDING 000E DATE, sc), 3a, 2..1 PRCCI CT OD OL DM9CF1 8l°ID1NG CODE L OFFICE ACCSPTAN I- 3Y /6.10 ALUMINUM SINGLE HUNG WINDOW (TG -A Sedas/)fodat seal,: Shoot Oro+:ng No. 603013S. 1 FL 34274 SH -4000 NTS 3 ar8 2736 MAX. HEIGHT ••• yERFIpAL 4EcTM/ • • • • • • • • • • •• • • • •• • • • • • • • - •- • • • ••• • •• • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING Robert !.. ark. P.E. PE 539712 Structural �T INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMLS. Fl. 34275 MAX. DAYLIGHT OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NOW-IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FM- 2961, 1/8" DOUBLE STRENGTH ANNEALED, 53.125 x 76.000 8) FTL -2963, 1/8" DOUBLE STRENGTH ANNEALED. 37.000 x 63.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Drawn By F. Demipfian: PRODUCT REVISED complying with the Floeida Bolding Code Acceptance :10 02 -0?02_0Z Explragtoo Data :A 7g 2 71g. BY Mimi Dee Ptodaci CoeoW Dl.rieo Ra.,e 51 ) 8731/1 FK. 1 4/18/01 Ra.vionr REDRAWN Sod Seah: Sheet O,a - ia9 Na 2.000" APPROVED AS OCUPLYINO WITH THE BOUM FLORDA ELILOUC 000E GATE <-e if) 2 .001 S Y S4 Sy t�. LL,n �,� PRODUCT WNiRC DMS1OR MAIMING OOCECChIRLINIOE OFFICE ACOEMANCE NO f11 _0516.10 SECTIONS FROM SHEET 3, 1/8 GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) 529 NOXOMIS�FL SH -4000 NTS 4 0r8 2 73 6 Raw A aka. awn 4r.01212 Imo•- VAX FOOD ME •17LAIr 070104. 37.000' Window N I9nt ' 1F • 25.000 (a) - 1 / F • • • • O / - - -- COATUNE OF 14EE1,M0 Rm. -- - _ _ PO n•9 • • IF • • ca• • • • • • • •• • • • • • • • • • • • • • •• - 3697 38.30 36.46 3670 3670 059460. NWO, Window N I9nt ' 1F • 25.000 (a) 36.373 (4) 48.750 (4) 4n9 Pr. 009 PO n•9 0 16127 (3) .75.00 3697 38.30 36.46 3670 3670 24.000 (2) .73.00 3657 .3645 3649 -3101 1501 26300 (3) .7100 5697 3640 53.415 1100 33.00 32.000 ( .6670 56.57 -4600 4600 .3100 3500 37.000 (3) 61.70 3657 39.30 31.30 .33.00 3100 40.000 (3) .42.30 36.117 4690 3690 .33.90 2190 66100 (3) . .0660 3667 4620 3620 4620 3620 40.000 (3) -37.00 3667 .37.70 27.70 - 2670 25.70 33.123 (4) -5160 3160 4300 2105 4250 22.50 COMPARATIVE 4MAL733 F0R1 01,.3134 335 AMMEAL60 P71. 2964 ream. 11141 Windom Mal96t 26000 (4) 33.373 (4) 50.073 (4) . r 03.000 (4) ' 70.000 (0) . . ee9 pea 341 0 ■••• P35 4w/ 5305 3.9. • Pee 13.127 (2) -73.00 3657 .7100 36.57 .0330 5697 -45.70 4670 .43.40 43.40 26000 ( 43.00 5657 47.00 3657 -3110 33.10 -4640 4640 .35.54 35.54 25.500 12) .7100 35.57 4670 5667 .34.50 30.50 -41.90 4790 37.11 37.19 32000 (31 4670 56.37 -48.00 4600 67.90 4230 .35.70 33.70 .32.50 3230 37.000 (3) 42.23 35.57 -39.30 • 39,30 -30.40 3640 • -21.10 31.10 I 43.10 26.10 MAX. 401041 467 10' 5' MAX. •• -• • • NAIL HOW. • 70.030' • i •• •• • • • • • • • - •• • • • • • • ••• • 10E. 130111 .53.115" 0 -- CO4IERUHE OF MEETOIC M6. - - 1441. 7033 UTE 047.0247 OPEHO4C 14TX VOfr 0117118./1 OPOONC 20730' 14X. )IDGH1 OF 33 1.) It42. FOXED lf13 0117102(7 OPENPIC 49.123' NAIL VIM 0A11JCHT 0777540 46000' • . NA� VEYr 0117441 104!0 :000 • • •• • • •• • • • • •• • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • cum m u13 1101.1C1(1' OPEN940 31.373' 14 YE14i 0111LGilr 0704+1 31373 FORD 131E FROM BORON 11{FR140 1748. /5 Wx. FIXED 217E 600541 9011 0 5077011 OF MELTING R46 34 7/1" FTL -2962 NON- IMPACT WINDOWS TEST REPORT. GLAZING. MAXIMUM SIZE A) F71 -2962. J /32" SINGLE STRENGTH ANNEALED. 53. 25 x 48.750 8) F71 -2964. 3/32" SINGLE STRENGTH ANNEALED. 37.000 x 70.000 2.) SHUTTERS ARE REOUfREO AT ALL INSTALLATIONS - .3.) PRESSURES UNDER 40 PSF ARE NOT APPLIGIBLE IN MIAMI -DADE COUNTY 4.) SEE SHEET 6 OF 8 FOR SECTION DETAILS 3/57' Cu.E FTL -2964 Robert L. Clark, P.E. PE X34712 Structural 00 C0MPA11ATIVE AMAL73LT NOTE= 1.1 M.mbera 1n 11 04ranm•vf ara warm er of anchor. Dm aide, 2) Nepalis Daetgn Lamas tined an Cos para35. Analyst, and Ola53 Table ISM 11300. 3.) 7.01110. ..also Load. ba don Compradr0 Analysts and Nate Tye 91.1.ula 4.) Mamba.. 260 for 910 1575..7 a 3e1 T 7.00.4.. (911 .7.11+.7 44.7 3.a 64.4 Inalxd 51 01 0x) 1) 4443e5 3.50" ma.. Man mob corner and S00' a4.7.. on Now alds .F (emoting n0. 85.. ancs.s spacing .1117 at jambs and 20" 313534 and MIL 3/32 GLAZING DETAIL F AT INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 PARAT710 AMALT313 Chown er F.K. Desorption: La... 3.58 aMMPALED 3.0 7104. CLASS ORE . Rersd B F.K. 8/31/1 4/18/01 FLANGED W/ SSB GLASS Sen53/NOdrt Revision= REDRAWN PH00UCT REV1530 n 09.571(105 »(th 10. Florida E.Im¢3 coda 5 5202. Aa1p40m N. OZ Esp.94.6 Date F�'lIj%J nasal Dada Product Coalrol .0(11-490 PTL 2901 APPROVED AS ..4571.148 MAR4 THE 901224 FlARIOABYSC•40003 OATS Lad! By ICL, ..) • ( L 3 '5 4 - P9001CT CONTROL OMS3G1 BUILDING COOS 10MFUAncE 07X2 ACCEPTANCE HO 4t - 0 5) 6. 16 ALUMINUM SINGLE HUNG WINDOW (TG -A 55310_- Shoat O..o65g N0. NOK01415O FL SH -4000 NTS 5 nr 8 2736 MAX. HEIGHT — MAX. FIXED LITE • • • • • • • • • • • • • • •• ••• •• • .. • • • .. • • • • MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING Robert L ak rk.RE. PE 5'39712 • MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH 1070 TECHNOLOGY DRIVE ' P.O. BOX 1529 NOKOMIS. R. 34275 NOKOMIS. FL 34274 HORIZONTAL SECTION NON — IMPACT WINDOWS . 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, 8) FTL -2964, 3/32" SINGLE STRENGTH ANNEALED, 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Raved By F.K. Senes/LodeC SH -4000 Dote 8/31/1 Revisions REDRAWN 2 .000" 535 x 48.750 3 7.000 x 70.000 rxoou � + �c � ea � a pun me txeHd, Aasvnno no e� - 002.02 E phndaa Dak r /E.5Yi ' DeeaipUose SECTIONS FROM SHEET 5, 3/32 GLASS M a Dade hostess Control APPROVED AS COMPLrING WITH TIE SOUTH FLOBIQA BUILDING 000E DATE Sep 30, 240 4'( \1'L ' \. CO P400.XT I NTitt MISCH 11 UXI< COOS dwiRwicEcfnct Orrram.xec 01 NTS 6 8 2736 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • 000 • • ITEM DESCRIPTION PGT # VENDOR VENDOR # 1 FLANGED FRAME HEAD 62703 6063 -T6 2 FLANGED FRAME SILL 62704 6063 -T6 3 FLANGED FRAME JAMB 62705 6063 -T6 4 FIXED MEETING RA/L 6534521 6063 -T6 • 534521 6 SASH TOP RAIL 6534522 6063 -T6 534522 - _ 7 SASH BOTTOM RAIL 6534523 '6063 -T6 534523 8 SASH SIDE RAIL 6534524 6063 -T6 534524 9 SASH STOP 66387 6063 -T6 AF -6387 10 SASH CAM INSERT (L.H. & R.H.) 42800 PGT . 11 /8 x.750 QUAD PAN HEAD SMS 7834PA SPENCER OR = 12 WEATHERSTRIP VINYL BULB W /LEAF 6TP249 TEAM PLASTICS. • TP =249 13 SWEEP LATCH 71096 MINIATURE DIE CASTING • PGT.214.XX 14 /8 x .625 PHILLIPS FLAT HEAD SMS 7858 SPENCER OR = 15 BALANCE CALDWELL 16 WEATHERSTRIP, .187 x .270 FIN 61062 TEAM PLASTICS FS7826 -187 17 WEATHERSTRIP, .187 x .200, FIN 67919 SCHLEGEL F57919-787 18 BALANCE TAKE -OUT CUP 7121 UM CALDWELL 19.. SIUCON GLAZING SEALANT 62899 DOW, GE OR EQUAL 20 SSB 3/32" ANNEALED GLASS 21 OSB 1 /8 ANNEALED GLASS 22 SSB k OSB GLAZING BEAD 65200 FLORIDA SCREEN OR = 05 -200 23 3/16" ANNEALED GLASS 24 3/16" TEMPERED GLASS 25 3/16" GLAZING BEAD 65196 FLORIDA SCREEN OR = 05 -196 26 18 x 1.000 OUAO PAN HEAD SMS 781P0 SPENCER OR = 27 1" x 1.5" OPEN CELL FOAM PAD 28 SCREEN ASSEMBLY • _ •� 10 HEAD EXTRUSION 1.462 © JAMB EXTRUSION .062 .976 1.898 © SASH TOP RAIL • • • •• • • • • • • • • • • REFERENCE TEST 'REPURTS: FTL -2959, FTL -2960, FTL -2961 FTL- 29.62, .PTL -2 3, 29164 • • • • • • • • • • • tio . .050 676 L ._ 2.050 1 " SILL EXTRUSION .062 .750 4 1.023 .062 1.010 ® STANDARD MEETING RAIL 1.582 • 7® SASH BOTTOM RAIL EXTRUSION Robert L. Clark. P.E. PE :39712 Structural SASH SIDE RAIL EXTRUSION .56 1 '�T INDUSTRIES .050 Rarsd R) F. K. Oro... Os F.K. 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS, FL 34274 .926 1.187 D eem 8/31/1 Oats: 4/18/0 Sides/Yodel t' SH -4000 Seele: NTS PRODUCT REVISED complyheg wish the Florida Hatdloa Coda Accepmam No JT - , 0O Fspu•tlm Date e' ea dr Dade Product Control Di.laio. 02 APPROVeDA5 CC11PL7Di3 MITNTN6 SOUTH FLORIDA Etxl3006 060E DALE Sep 3 Q.2oal BY ts 41-, r !• ( L,wd- PROOUCTCONiROLOMSCN 111AU1tNG COOEC OFFICE t1YtFr11Nr•FW al- 10 Rev:sten= REDRAWN OvcripUen: PROFILES & PARTS LIST ALUMINUM SINGLE HUNG WINDOW (TG -A) Shea. Drawing Ho. 7 2736 Rx. A • • • ••• • • •• •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• •••• • • • ••• • • TYPICAL HEAD CONFIGURATIONS 1 1 x W000 1 • .- r f : 1.250 BUCK . - ; 'l r • .250 MAX. 2 x W000 BUCK .250 MAX. 3/16" TAPCON • •• ••• • • • • • •• • • • • • • • • • ••• ••• • •• ••• •• • • • •• • •• /10 PANHE40 OR /12 PANHEAD ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.250 110 PANHEAO OR 112 PANHE40 NOTES 1.) REFERENCE TEST REPORTS: FTL -2959, FTL- 2960, FTL -2961. FTL -2962. FTL -2963, FTL -2964 Robert L. Cla k. P.E. 2.) ANCHORS AliE /10•SCRENS QR 3 /•1r�TAPCON� ( /12 MAY BE USED INSTEAD) P �r E 39712 J.) ANCHORS I! LOCATED 5" 1WLINMUM•FROM EACH•CONNEit ANO 5' MAXIMUM ON E101ER SIDE OF MEETING tru`tural MAXIMUM Ii0R'SF3CIIhG SF s6" ,r JAVIS 2 HE AO ANO SILL. .250 MAX 1 1.250 2 x WOOD BUCK TYPICAL SILL CONFIGURATIONS) FT INDUSTRIES TYPICAL JAMB CONFIGURATIONS /10 PANHEAD OR 112 PANHE40 Drawn By- F.K. Oexnblien: rue: 1070 TECHNOLOGY ORNE P.O. 80X 1529 NOKOMIS. Ft 34275 NOKOMIS. FL 34274 .250 Senn/Ueda SH -4000 MAX. ---I 1.250 PRODUCT REVISED ac complying with ta. Florida Baidio•Code Acceptance No02.—Oa02 —D 2 Expiration DDte _ . BY Coo .. Miami Road By Oofe.• F.K. 8/31/1 fovea: 4/18/01 ANCHORAGE DETAILS Rewion... REDRAWN &o1C I Sheol: NTS I 8 e' 2 x W000 BUCK APPROVES) AS COMPLYING INM TIE SOUTH FLORIDABUILYNG 000! GATE 5 1 aS.3o 2se1 ITT I S I • 4.1.01 e PRODUCT CONTROL DMSICN BUILDING COOE COUPImWCE OFP1C ACCEPTANCE NO C 1— 0516.10 ALUMINUM SINGLE HUNG WINDOW (TG —A Ole.i No. 2 736 • Ran. • M I A M I•DADE BUILDINC CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA MlAI 1I -DADE COUNTY. FLORIDA Mli 'PRO - DADE FLAGLl R BUILDING WEST FI,AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 "C -700" Outtwing Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 330, titled "Aluminum Casement Window ", sheets 1 through I I, prepared, signed and scaled by Robcrt L. Clark, P.E., dated 4/18/02, bearing the Miami -Dade County Product Control. Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact and Non - Impact LABELING: Each unit shall bear a permanent label with the manufacturers 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 9ount , Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of ye NOA •d displayed. then it shall • he done in its entirety. 7 INSPECTION: A copy of this entice 14 shall be priowdcrillo y .h the user b 111111 ac�11[e r its distributors • • • • • • • • and shall be available for inspcctioVt II�.;jolt ;ill at tIrlrccftlest of the Bu, 1ElinggYNci ') s This NOA revises NOA # 01- 0329,4) x114, eortsiSt.S-ot:tI1js pipe 1 as w I 'as 4p jrova rd Invent mentioned above. The submitted documentation was reviewed by. Raul Rodriguez. / ? �� �; .• • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • •• • • • ••• • •• • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 0• ••• • • • ••• • • NOA No 02- 0423.09 piration Date: April 16, 2006 Approval Datc: May 23, 2002 Page I • •• •••i • • • • • • • •• • • • ••••.• 76" MAX. (64' MAX. FOR 1/4" TEMP. GLAZING) • • • • •• • •••• • • • •• • • • •••• • • • • •••• • ® - t ••• • • • • ••• ••• ••• 6 j � MAX. { 1 ca 17 / • 1-1. •• •• . — 37!25" MAX. •••• • • 1 X ® 74 5' 76" MAX. (64" MAX. FOR 1/4" TEMP. GLAZING) r • v • • 55.187" MAX. FIXED LITE DAYLIGHT OPENING 120" MAX. 1 1 1 L_ 28.875 MAX. VENT WIDTH ® xox 1 62 5" 35.125 --1 74.5' MAX. Rdb rt L Clark P.E PE /39712 Str =local XX 1 ® 745" INDUSTRIES 1070 7FCHNOLOGY DANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL J4274 NON- IMPACT WINDOWS (X AND XX CONFIGUPAT1ONS ) 1) GLAZING: DSB. 3/16" ANNEALED. 3/16" HEAT — STRENGTHENED OR TEMPERED. 1/4' TEMPERED 2.) CONFIGURATIONS: X,XX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS.5 & 6. 4.) ANCHORAGE: MAX 6" FROM EACH CORNER XX CONFIC: 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD k SILL: 11.000 . ' MAX SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: ML4MI —OAOE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS: FTL -1518 de FTL -1519 NON- IMPACT WINDOWS ( XOX CONFICURAIICN 1.) GLAZING: 3/16" ANNEALED, 3/16" HEAT — STRENGTHENED OR TEMPERED, 1/4" TEMPERED 2.) CONFIGURATIONS: XOX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 7 4.) ANCHORAGE :: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: MIAMI —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS: F17..-1520 & FTL -1535 R.nd B/. O COMP of.: �l Ra iaroiu: L.T: 18/02 . ANALYSIS Rm BI: 4J le: Re.Aionr. F.K. 19/7/01 COMP. ANALYSIS Oro.n B/: Oofc R.S. 1 2/12/97 O.a d o tian 7711•: ALUMINUM CASEMENT WINDOWS Stiles/Model: C -700 &caw NTS Sheet 1 .1 1 1 . PRODUCTREVISED as cemplylea with tk I•lurlda Il idiot Code Acceptance Ne01 1' Expire • •o Dat IA 31 `l3 B FRONT VIEWS, ELEVATION, NON — IMPACT m1 i e PradM 1 Co Dlrlrioa Drawing No. 330 R•% • ••• • •••• ••• •• • • • ••• • • • • • ••• •••• • •• •••• • . • • r• r• I • • • • • • • • • 64 "• MAX. • •• • • • •••• •• •• • • •••• • 55.187" MAX. FIXED LITE DAYLIGHT OPENING 120" MAX. 63" MAX. L 26.875" MAX. VENT WIDTH / / / / f } XOX 62 5" I -- 28.875" --I 60" MAX. Robert L Clore. P.E PE '39712 Structural XX 1 61 5" INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, ft 34275 P.O. VOX 152.9 NOKOMIS, F7. 34274 LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 3/16 SENTRY GLASS 2.) CONFIGURATIONS: X 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORAGE: MAX. 6" FROM EACH CORNER XX AND XOX CONFIG: 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: NONE REQUIRED 6.) REFERENCE TEST REPORT: FTL -1517 R..d or L.T. Revad Hy F.K. Oros. By: R.S. Mk: Sarfa./Vedah Oaf e: Reviaiooa: V18/02 COMP. ANALYSIS Data: R.vfa:ate: 9/7/01 COMP. ANALYSIS Date: 2/12/97 R7 • mi Dl■txloo FRONT VIEWS, ELEVATION, IMPACT ALUMINUM CASEMENT WINDOWS Scale: Meet: arn.in4 No. C -700 NTS 2 Orr 11 330 PROs UCT REVISED as mmpIyi09 with the Florbta IIu:dio9 Code Acceptance No 02 - o YtJ•of Expiration Date ee l• ad eP • Coo Row F • •••• • • • • 4 • • • •••4 •• • 4 ••t •••4 • •••4 • •• •••4 • •.• • ••• • • • •••• • • •••• • k• •• • • •• • • • - •••• ►• •••• • • •••• • •• • • • •••• • • • • • • •• • • • • . •••• • • • • • •••• • • • a • • • • 31.625" DAYLIGHT OPENING MAX. (24.375" FOR 1/4" TEMP. OR 3/16" SENTRY) 61 REFERENCE TEST REPORTS: F7L -1517, FTC -1518, FTL -1519. FTL -1520 8 FTL -1535 55.187 DAYLIGHT OPENING MAX. — 120.000 MAX. SECTION C — C 36.125" (28.875" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY) —1 74.50" MAX. (60" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) SECTION 0 —Q 31.153 DAYLIGHT OPENING MAX. (23.9" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) i 35. (28.4' MAX. FOR 1/4" TEMP. OR 3/16" SENTRY) 37.250" MAX. (30" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) SECTION E —E Robed L Clark. P.E PE j39712 Structural P.O. BOX 1529 N080M1S. 9I J4274 R..ad BF . Otte: L.T. 4/18/02 Rwad Bl: Data: F.K. 9/7/0 1 Drees Rf Oak.: R.S. 2/12/97 Deatdp6on HORIZONTAL SECTIONS rue: ALUMINUM CASEMENT WINDOWS S. ./Ma4e( C -700 28.875 SOON: NTS Rewaionr ,COMP. ANALYSIS Re.iaiou: COMP. ANALYSIS Sneer 3 ar 11 PRODUCT REVISED °rocraP41.0 Mid the Floral. Buidia2 Code Atapta.re Na o2- 05"Z 3..1 E.Plr.rlo.0 r ei[ Miami 0 M Paod.tt Co. D1.heoa Drawing Na. 330 Rev. • • •••• • • •••• • • • • • • •• • • • • • • • • • • 76.00 MAX. (64"• • Fa1z • • '/ ••• 3/16" SENTRY GLAZING) •• • • •••• • 0 • • • • . • • •• •••• • • .250 MAX. SHIM SPACE • •• •.' 'j0.00 DAYLIGHT OPENING MAX. • • 158" MAX FOR • • 41/4" TEMP. OR • • • 4 3/16' SENTRY) • • • • • •••• • • •••• • SFCTION .4—A • •• • .250 MAX. SHIM SPACE 058 GLAZING OPTION SHOWN REFERENCE TEST REPORTS: F7L -1517. FTL -1518. FTL -1519. FTL -1520 & F7L -1535 64" MAX. .250 MAX. SHIM SPACE SECTION 8 -6 58.375 DAYLIGHT OPENING MAX .250 MAX. SHIM SPACE GLd7ING OPTION: 3/16" Robert L Clork. P.E. PE 139712 Structural I TT INDUSTRJES 1070 ITCHNOLOGY DRIVE NOKOMIS. J7 24275 P.O. BOX 1529 NOKOMIS. l 34274 ATTACHED WITH 8.0.14. ITEM 27, 4" FROM EACH END AN0 16" CENTERS HORIZONTALLY, AND J.5" FROM EACH ENO AND 18" CENTERS VERTICALLY . LA7!NG OPTION: 1/4" Read BJ. Dale: Ra.:awu: L. T. 4/'18/02 COMP. ANALYSIS Pero 9r fe: Re.iaiana: F.K. 9/7/01 COMP. ANALYSIS Drawn Or Dala: R.S. 2/12/97 0441210orc VERTICAL SECTIONS 1vw Sedee/M,4.l: Scale: SAeab C -700 NTS 4 a 11 GIA71NG OPTION: " SFNTRY 01.455" ALUMINUM CASEMENT WINDOWS PRODUCT Rt1/15t0 a ...147i■1 .46 the Florid* Duidio= Cede Accepranee No or-. Y[7. eJ E.Vintrina Dal e „K � Ih / ' P Conl e as Ora. • .g Ma 330 R er F COMPARATIVE ANALYSIS FOR: 3/16 HEAT STRENGTHENED GLASS CONFIGURATION: X FtL -1518 WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 (3) 50.62534) 63.000 (5) 76.000 (6) NEC ( POS NEG POS NEG P05 NEG ROS NEG POS 19.125 (2) -135.0 104.0 -135.0 104.0 -135.0 104.0 -104.6 104.0 -84.1. 84.1 20.000 (2) -135.0 104.0 -135.0 104.0 -131.5 104.0 -100.8 100 8 -81 0 81.0 24.000 (3) -120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 -69.6 69.6 26.500 (3) -98.8 98.8 -98.8 98.8 -98.8 98.8 -81.1 ' 81.1 -64.3 64.3 30.000 (4) -78.5 78 5 -77.1 77.1 -77.1 77.1 -74.2 74.2 -58.4 58.4 32.000 (4) -70.2 70.2 -67.8 67.8 -67.8 67.8 -67.8 67.8 -55.7 55.7 34.000 (4) -63.5 63.5 -60.0 60.0 50.0 60.0 -60.0 60.0 53.3 53.3 36.000 (4) -58.0 . 58.0 -53.5 53.5 53.5 53.5 -53.5 53.5 -51.2 51 2 . 37.250 (4) -55.0 55.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 COMPARATIVE ANALYSIS FOR: 1/4 TEMPERED GLASS ' CONFIGURATION: X FTL -1520 WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 (2) 50.625 (3) 63.0004) 64.000 (4) NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 (2) -135.0 / 75.3 -135.0 75.3 -132.3 75.3 -97.5 75.3 -95.5 75.3 20.000 (2) -135.0 75.3 -135.0 75.3 -129.2 75.3 -94.7 75.3 • -92.7 75.3 24.000 (3) -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 26.500 (3) -962 75.3 -96.1 75.3 -96.1 75.3 -80.9 75.3 -79.0 75.3 30.000 (3) -76.4 75.3 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 COMPARATIVE ANALYSIS FOR: DS8 GLASS CONFIGURATION: X FTL -1519 WINDOW WIDTH • • WINDOW HEIGHT WINDOW HEIGHT 26.00032) 38.375 33) 50.62534) 63.00035) 76.000 36) NEC POS NEC POS NEC . POS NEC I_ POS NEG POS 19.125 (2) -75.0 75.0 -69.0 69.0 -56.7 56.7 -52.1 52.1 -49.2 49.2 20.000 (2) =75.0 75.0 -64.2 64.2 -50.8 50.8 -46.8 46.8 -43.2 43.2 24.000 (3) -75.0 75.0 - 54.1 54.1 -38.3 38.3 -30.1 30.1 -27.5 27.5 26.500 (3) -75.0 75.0 -51.6 51.E -36.1 36.1 -26.7 26.7 -22.8 22.8 30.000 (4) -62.8 62.8 -48.7 48.7 -34.3 34.3 -25.1 25.1 -19.7 19.7 32.000 (4) -56.2 56.2 -46.7 46.7 -33.8 33.8 -25.4 25.4 . -18.6 18.6 34.000 (4) -50.8 50.8 -44.7 44.7 -33.4 33.4 -25.4 25.4 -18.5 18.5 36.000 (4) -46.4 46.4 -42.8 42.8 • -32.7 ' 32.7 • -25.0 25.0 . -18.8 18.8 • 37.250 (4) -44.0 • 44.0 -40.0 ' 40.0 -31.8 . 31.8 -24.7 24.7 • -18.9 18.9 COARATIVE ANALYSIS FOR: 3/16' ANNEALED GLASS CONFIGURATION:•X FTL -1518 • • 1 ••• • WINDOW WID=FT • • WINDOW HEIGHT 26.O0S j2j ! 38.375 33) 50.62534) 63.000 (5) .76.00016) NEG POS NEG POS NEG POS NEG POS NEG POS 19.11$• 121 - 120.0• 404.0• -120.0 104.0 -120.0 104.0 -104.6 104.0 -84.1 84.1 20.000 (2) - 120.0 • tL?1 b' -120.0 104.0 -120.0 104.0 -100.8 100.8 -81.0 81.0 24.4100 139 -120.0 • (WO• -108.4 104.0 -83.4 83.4 -71.6 71.6 -68.6 66.6 4 26. Q0 44 -98.8. • •&4 • -92.7 92.7 -69.6 69.6 -57.9 • 57.9 -52.6 52.6 30.000 (4) s -78.5 • .74).4 . -77.1 77.1 -58.9 58.9 -47.0 47.0 -40.5 40.5 32.0 Tot' -70.2 • 94 • -67.8 67.8 -55.7 55.7 -43.1 43.1 -36.1 36.1 34.000 (4) -63.5 • 63.5 -60.0 60.0 -53.2 53.2 -40.1 40.1 -33.2 33.2 36.000 (4) -58.0 • • N .6 • -53.5 53.5 -50.8 50.8 -39.1 39.1 -31.6 31.6 37!50 144 _ -55.0 • • ' • -50.0 50.0 -49.9 49.9 -38.4 38.4 -30.7 30.7 • • •• • • • • •••• • • • •• • s • • • • • • • • • ■ •••• ••• • • • • • •• • • • • • • • • X OR `NOTF' NIIMRFRS IN l) PARFNTHFSFS AROVF ARF MINIMIJM QUANTITY OF ANCHORS PFR S)OF Robot L Clark. P.E. PE 139712 Structural Oat.: 4/18/02 Rr.ad 81•: wt.: F.K. 9/7/01 tkv.n 7 Wet INDUSTRIES R.S. .2/12/97 OeralPOon: ( 3 ' 1070 TECHNOLOGY DRIVE MCXOMIS. FL 34275 P.O. BOX 1529 NOCOMIS. 71 34274 Rnva BY: L.T. Rnti.nr: COMP. ANALYSIS Re.,.000: COMP. ANALYSIS ALUMINUM CASEMENT WINDOWS PRODUCT REVISED u roarpIHna with th. Florida n0ldtn7 CMe Aooep(n.00 Na 0Z- 0Y77 • e I Expiration Mtn By Mils! 1S Won S.rie./VoC* Scab: SA••c pra.ing 00. c -loo NTS 5 of 11 330 .a Contra COMP. ANALYSIS - NON - IMPACT X 04. COMPARATIVE ANALYSIS FOR: 3/16' HEAT STRENGTHENED CONFIGURATION: XX FTL -1518 WINDOW WIDTH' WINDOW HEIGHT 26.000 (2) 38.375 (2) 50.625 (3) 63.000 (4) 76.000 (5) NEG POS NEG POS NEG POS NEG POS NEC ' POS :77717 -135.0 104.0 -135.0 104.0 -135.0 104.0 -107.5 104.0 -86.5 86.5 40,000 (6) -135.0 104.0 -135.0 104.0 -131.5 104.0 -100.8 100.8 -81.0 81.0 42.000 (6) -135.0 104.0 -135.0 104.0 -126.6 104.0 -96.9 96.9 _ -77.7 77.7 48.000 (6) -120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 -69.6 69.6 50.000 (6) -111.0 104.0 -111.0 104.0 -111.0 104.0 -84.6 84.6 .67.3 67.3 53.125 (8) -98.4 98.4 -98.3 98.3 -98.3 98.3 -80.9 80.9 -64.1 64.1 60.000 (8) -78.5 713.5 - 77.1 77.1 -77.1 77.1 A. -74 2 74.2 56.4 56.4 7 (10) -58,0 58.0 -53.5 53.5 -53.5 53.5 -53.5 53.5 -51.2 51.2 74.500 (10) -55.0 55.0 -50.0 50.0 -50.0 50.0 - 50.0 50.0 -50.0 50.0 COMPARATIVE ANALYSIS FOR: DSB GLASS CONFIGURATION: XX FTL -1519 WINDOW WIDTH WINDOW HEIGHT 26.0009) 38.375 J2) 50.625(3) 63.00014) 76.00015) NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 (6) -75.0 75.0 -72.9 72.9 -61.7 61.7 - 56.8 56.8 -56.0 56.0 40.000 (6) -75.0 75.0 - 64.2 64.2 -50.8 50.8 -46.8 46.8 -43.2 43.2 42.000 (6) -75.0 75.0 -59.9 59.9 -46.8 46.8 -41.3 41.3 -37,5 37.5 48.000 (6) -75.0 75.0 - 54.1 54.1 -38.3 38.3 -30.1 30.1 -27.5 27.5 50.000 (6) -75.0 75.0 -52.9 52.9 -37.4 37.4 -28.2 28.2 . -25.3 25.3 53.125 (8) -75.0 75.0 -51.6 51.8 -36.1 36.1 -26.6 . 26.6 -22.7 22.7 60.000 (8) -62.8 62.8 -48,7 48.7 - 34.3 34.3 -25.1 25.1 -19.7 19.7 72.000 (10) -46.4 46.4 -42.8 42.8 -32.7 32.7 - 25.0 25.0 -18.8 18.8 74.500 (10) -44.0 44.0 -40.0 40.0 . -31.8 31.8 :-24.7 24.7 -18.8 18.8 COMPARATIVE ANALYSIS FOR: 3116' ANNEALED GLASS CONFIGURATION: XX FTL -1518 • • • • 11111111130 WIG)TN•• WINDOW HEIGHT 26100 l• • '38.375 ,2) 50.6259) 63.000 76.000 (5) NEG•' PCS NEC POS NEC POS' . 14) NEC POS NEC POS !7•000 .(6) -12%0 1040 -120.0 104.0 -120.0 104.0 -107.5 104.0 -86.5 86.5 4040 (6) -12l • . 1 Ga 0 -120.0 104.0 -120.0 104.0 -100.8 100.8 -81.0 81.0 42.000 - 120.% 1P40 -120.0 104.0 -108.6 104.0 - 96.9 96.9 - 77.7 77.7 %8.000 (0) -12 %0 0 104,0 -108.4 104.0 -83.4 83.4 -71.6 71.6 - 66.6 66.6 51} • (6) -111 104.0 -101.6 101.6 -77.9 77.9 -65.4 65.4 -60.0 60.0 53.1 -98.4 • s84 -92.4 92.4 -69.3 69.3 -57.6 57.6 -52.3 52.3 • (o 60;000 (11) -78.5 41 1 1 8.5 - 77.1 77.1 -58.9 58.9 -47.0 47.0 -40.5 40.5 72.090 (10) -58.1• • 1■880 -53.5 53.5 -50.8 50.8 -39.1 39.1 -31.6 31.6 74.500 - (10) -55 ,,0, .§5,,r) -50.0 50.0 -49.9 49.9 -38.4 38.4 -30.7 30.7 COMPARATIVE ANALYSIS FOR: 114 TEMPERED GLASS CONFIGURATION: XX FTL -1520 WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 (2) . 50.625 (3) 63.000,4) 64.0004) NEG POS NEG POS NEG f POS NEG POS NEG POS 37.000. (6) -135.0 75.3 -135.0 75.3 -134.7 75.3 - 99.7 75.3 -97.6 75.3 40.000 (6) -135.0 75.3 -135.0 75.3 -129.2 75.3 -94.7 75.3 -92.7 75.3' 42.000 (6) -135.0 75.3 -135.0 75.3 -126.1 75.3 - 91.8 75.3 -89.9 75.3 48.000 (6) -117.2 75.3 -117.2 75.3 ' -117.2 75.3 - 85.0 75.3 -83.1 75.3 50.000 (6) -108.0 75.3 -108.0 75.3 -108.0 75.3 ' -83.2 75.3 -81.3 75.3 53.125 (6) -95.7 75.3 -95.7 75.3 -95.7 75.3 -80.8 75.3 -78.9 75.3 54.000 (6) ' -92.7 75.3 -92.6 75.3 -92.6 75.3 -80.2 75.3 -78.3 75.3 60.000 (6) -76.4 75.3 -75.0 75.0 -75.0 75.0 -75.0 _ 75.0 -75.0 75.0 • • • •• • • • • • • • • • •• • • • •••• •••• • • ••• • • •• • • • • • 7\ (NOTE' NUMBERS IN 1 1PARENTHES5S ABOVE ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. Robert L rlari. P.E PE /39712 Strtaxtural T ■ INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 F.O. 80X 1529 NOKOMIS. FI. 34274 Oats• 9/7/01 Re•ialonr COMP. ANALYSIS Rand Br L.T. Rwsd 4F • F.K. Oro.. R R.S. COMP. ANALYSIS - NON- IMPACT XX r0.: Data: 4/18/02 Z12 97 R. izio s COMP. ANALYSIS • UT � PG col Oh Woo ALUMINUM CASEMENT WINDOWS Seria/ltodeL C -700 S:-mm NTS Sheet: - '0411 wing No. 6 s 11 330 PRODUCT REVISED b earnplyl with the Florida 8.Moo Cede A regtta ore 9a 02- � P 7 0 f Expiration 0.1-e 1- a.L .xt Len COMPARATNF FOR: 114' TEMPERED GLASS CONFIGURATION: XOX FTL -1520 WINDOW WIDTH " WINDOW HEIGHT 26.00032) 38.375 52) 50.62553) 63.00054) 64.00014) - NEG POS NEG POS NEG I POS NE0 POS . NEG POS 60.000 (10) -135.0 •75.3 -135.0 75 3 -135 0 ` 75.3 .115.8 75.3 -1116 75.3 72.000 (10) -135.0 75.3 .135.0 75.3 -1350' 75.3 -101.6 75.3 -99.5 75.3 74.000 (10) -135.0 75.3 -135 0 75.3 -134 7 I 75.3 09.7 75.3 -97.6 75.3 84 000 (11) ' -135.0 75.3 -135.0 75.3 -126 1 r 75.3 -91.8 75 3 -89.9 75.3 96000 (11) -117.2 75.3 -1172 753 -1172 • 75.3 -85.0 75.3 -83.1 75.3 106.375 (12) -953 75.3 -95,4 75 3 -95.4 75.3 -50.8 75.3 -78.9 75.3 108.000 (12) 42.7 75.3 -9216 75.3 -92.6 1 75.3 - 80.2 75.3 -78.3 75.3 111 000 021 -88 0 75.3 -87.7 75.3 -67 7 1 75 3 -79 3 75.3 -77.4 75 3 120 000 (13) -76.4 75.3 -75.0 75 0 - -73.0 [ 75.0 ' -75 0 750 -73.0 75 3 COMP•RAT •NALYSIS 9R; 3116 NEAT STRENGTHENED GLASS CONFIGURATION: XOX F11.1535 ' WINDOW HEIGHT W .26.000121 38.375 52) 50625331 63.00054) 64.00054) W1011I61 • • •NEG POS ^. NEG POS NEG POS NEG 1 POS NEG POS 60.000 (1 -135.0 104.0 -1206 1040 -81.8 85.8 -61.8 61.5 4306 60.6 72 • (313 111.1 104.0 -111.1 104 0 - 73.0 73.0 - 54.2 54.1 -53.1 53.1 746709 •(98 •103.2 104.0 -105.2 104 0 -719 71.9 -53.2 332 -52.1 52.1 t' 84.000 -81.6 81.6 -81.8 616 -67.3 67.3 -49.0 49.0 -47.9 47.9 998,05 •1 51 02.5 62.5 -625 52.5 42.5 .62.5 -45.3 45.3 .41 3 81,3 106.3650(1R - 50.9 50.9 -509 50.9 - 50.9 50.9 .43.1 43.1 -42.1 411 106.000 12 -49.5 49.5 -49A 49.4 -19.1 49.4 -42.8 42.6 - 41.6 41.5 11P093 -46.9 46.9 -46.7 46.7 -46.7 • 46.7 -42.3 42.3 -41.3 11.3 12a0Q0gLT • -40.7 40.7 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 COMPARATIV ANALYSIS FOR 3/16'ANNEALEO GLASS CONFIGURATION. XOX FTL -1535 WINDOW WIDTH WIHOOW HEIGHT 2600052) . 38.375 52) .50.625531 63.00054) 64.000 4) NEG POS KEG . POS ,. 8050 POS NEG POS 9460 POS 60.000 (10) •120.0 104.0 41.4 81.4 -58.9 58.9 -47.0 _ 47.0 -46.3 46.3 72.000 (10) •104.5 104.0 -69.2 80.2 -30.6 50.8 • -39.1 39.1 -38.3 26.3 74.000 (101 -101.0 101.0 438.0 66.0 -50.1 30.1 •36.6 385 -37.7 37.7 84.000 (11) -81.6 01.0 503 60.3 -46.5 48.5 - 36.9 36.4 -36.3 . 36.3 98.000 (11) - 62.5 67.5 -51.7 31.7 -13.0 43.0 •34.6 345 -34.0 34,0 108.379 (12) -30.0 50.9 -482 40.2 •39.6 3•.8 -32.4 32.4 11.9 31.9 100.000 (12) -49.5 49.5 453 45.3 • -39.1 • 39.1 '.32.1 32.1 -31.8 ' 313 111.000 (12) '. -40.9 463 • -43.8 . 43.8 -360 35.0 •31:5 .31.1 31.0 31.0 120.000 (13) -40.7 40.7 .400 40.0 1 352 35.2 - 38.8 39.8 -29.3 19.3 • • • • • • •• • • • • • • ••• • •••• • • •••• • • •• • • • •••• • • • • • • • • •••• •••• • • • • • •• • •• • • •• • • • • • XOX (NOTE NUMBERS IN f I PARENTHESES OVE ARE MINIMUM QUANTITY OF ANCHORS PER SI}1:, Rebut L. Clark, P.E. FE 139712 Structural FAT INDUSTRIES 1070 TECHNOLOGY 066E NOXOMIS, PL .34275 P.O. 605 1529 NO50A05 FL _ .34274 Ram! BA L. T. /told 8Y, F.K. Ora.a E ; R.S. w.crlvlo.: r4a: C -700 001.: 4/18/02 9/ 7/01 2 1 2/97 6.44,8..1.4 COMP. ANALYSIS R.w . n.: COMP. ANALYSIS ALUMINUM CASEMENT WINDOWS 5411.0804.58 51dc 50.0)1 00.:.q Na NTS 7 01 11 330 PRODUCT REVISED &scam/631m "5011c Florida 8.)4146 Cal, AceoP414er R. ez • 0722 • 0 7 E4044(10e Mrs 4 ..ni /4_� • 4 4 07 • Mrhion all CwOrot COMP. ANALYSIS - NON- IMPACT XOX R ••••4 • • ••••4 • . 4 • • DESIGN PRESSURE RATING FOR GLASS TYPE 8.3/16" HEAT STRENGTHENED OR TEMPERED W/ OUPONT SENTRY 457 f CONFIGURAT ON: XOX All 512E5 TO 120 - WIDE z 64 "HIGH I FTL -4517 NEC POS •50.0 50.0 C • MPARATIVE ANALysiS FOR GLASS TYPE A -3/16 ANNEALED W/ DUPONT SENTRY 457 FTL -1517 WINDOW WIDTH WINDOW HEIGHT • 26.00052 - 38 (2) 50.625 (3) 63.00054) 64.00014) NEC POS NEG P05 NEG POS NEG DOS NEG DOS 60.000 (10) -50.0 50.0 - 50.0 50.0 -50.0 50.0 -50.0 50.0 •50.0 50.0 72.000 (10) - 50.0 50.0 •50.0 500 -50.0 50.0 _ -391 39.1 -38.3 38.3 74.000 (10) •50.0 50.0 - 50.0 50.0 - 50.0 50.0 -38 6 38.6 -37.7 37.7 - 84.000 (11) -50.0 50.0 - 50.0 50.0 -46.5 46.5 .36.9 36.9 -36.3 36.3 96.000 (11) -50.0 50.0 - 50.0 50.0 -410 43.0 -34 6 . 34.6 -340 34.0 106.375 112) - 50.0 50.0 - 46.2 46 2 -39.8 39.8 • •32.4 32.4 -31.9 31.9 . 108.000 (12) -50.0 50.0 -45.3 45.3 -39.1 39.1 -32.1 321 -31.6 31.6 111.000 (12) -50.0 50.0 -43.8 43.8 - 38.0 38.0 -31.5 31.5 -31.0 31.0 120.000 (13) - 50.0 50.0 -40.2 40.2 _ • - 35.2 35.2 -29.8 29.8 •29.3 29.3 DESIISN PRESSURE RATING PdA GLASS TYPE 8 - 3116" HEAT STRENGTHENED OR TEMPERED • W/ DUPONT SENTRY 457 CONFIGURAT ON: XX • SIZES TO 60' WIDE x 64 HIGH FTL -1517 NEG POS - 50.0 50.0 t LLL • -4M• p_015PARANLANALYSIS FOR: GLASS TYPE A - 3/16" ANNEALED WI DUPONT SENTRY 457 FTL -1517 •••• T ' WIN1j • WIDTH • • • • WINDOW HEIGHT 26.000 58) • 38.375 12) 50.62553) 63.000 J4) 64.000 NEC PUS NEC DOS NEC POS NEC POS NEC f POS 37.E • {bl -101.0 68.7 -68.0 68.0 -50.1 50.1 -38.6 38.6 -37.7 37.7 40.000 (6) - 91.6 68.7 - 63.5 63.5 -47.9. 47.9 -37.4 37.4 - 36.8 36.8 42.000 (6) - 88.5 68.7 - 60.3 60.3 -46.5 46.5 -36.9 36.9 - 36.3 36.3 48.000 (6) - 78.1 68.7 -51.7 51.7 -43.0 43.0 -34.6 34.6 - 34.0 34.0 50.000 (6) - 72.0 68.7 -49.7 49.7 -42.2 42.2 -33.7 33.7 - 33.1 33.1 53.125 (6) - - 63.6 63.8 -46.3 46.3 -39.6 39.8 -32.4 32.4 -31.9 31.9 54.000 (6) -61.8 61.8 -45.3 45.3 -39.1 39.1 -32.1 32.1 -31.6 31.6 60.000 (6) - 50.9 50.9 _ -40.2 402 -35.2 35.2 -29.8 29.8 -29.3 29.3 DESIGN PRESSURE RATING FOR GLASS TYPE 8 - 3/16• HEAT STRENGTHENED OR TEMPERED WI DUPONT SENTRY 457 I CONFIGURATION: X ALL SIZES TO 30 WIDE x 64• HIGH' • r FTL -1517 NEC POS -50.0 $0.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A. • 3716' ANNEALED WI OUPONT SENTRY 457 FTL -1517 WINDOW W10TH • • WINDOW HEIGHT 26.00052) 38.375 (2) 50.62513) 83.000 (4) 64.00014) NEC POS . NEG POS NEG POS NEG POS NEG POS 19.125 (2) -50.0 .50.0 •50.0 50.0 -49.2 49.2 -37.9 37.9 -37.0 37.0 20.000 (2) - 50.0 50.0 -50.0 50.0 -47.9 47.9 -37.4 37.4 -36.8 36.8 24.000 (3) - 50.0 50.0 -500 50.0 -43.0 43.0 - 34.6 34.6 •34.0 34.0 26.500 (3) . - 50.0 50.0 -46.4 46.4 -399 39.9 -32.4 32.4 .319 31.9 30.000 (3) -50.0 . 50.0 -402 402 -35.2 35.2 -29.8 29.8 •29.3 29.3 • • • •• • • • ••• • •••• • • •••• • •• • • • •••- • • •.• • • • • • • • • • • •• •• • • •••• • • X . OR X XX !VOTE: NUMBERS IN (1 PARENTHESES ABOVE ARE_MINIMUM OUANTITY OF ANCHOR PER SIDE, tz Robert L ace.; P.E. PE 139712 Swctueol INDUSTRIES 1070 7ECH,YOLOGY DRNE NOx0A01 FL 34275 80X 1529' NOXO44S. FL :34274 Rime By L. T. F.K. • even Br- R.S. °exception: 118.: Ogle: 4/!8/02 Dote: 1 Cole, XOX 12/12J97 Raiaiona: COMP. ANALYSIS Rew.ienc COMP. ANALYSIS m Dir: ion COMPARATIVE ANALYSIS - IMPACT ALUMINUM CASEMENT WINDOWS- Serve. /Madan Scab: Sneeo . Deming Ne. C - 700 N T S 8 e1 11 330 PRODUCT REVISED n 4amPtyhowwIm Ow P1 44a Bddlac Code Acecplaacc No 02• er YIS. e 5 Expiration Dote ee f Lad 4 t . ace Goatee! Rev: • • • •• •••• • • •••• • • • •• • •• • • • ••• • •••• • • •••• • • •• • • • •••• • • •• • • • •••• • • •• • • •••• 1.751 • •• • • • • • • • • • • •• •• • • • •••• • • • • •••• • • •• • • • • • .859 H 1.094 1.250 ALUM. 606.3—T5 L 1 224 .031 .3 C) ALUM. 606.3 —T5 REFERENCE TEST REPORTS: FTL -1517, FTL -1518, FTL-1519, FTL -1520 & FTL -1535 ALUM. 6063 —T5 Robert I- Clark, P.E PE 139712 Structural FAT INDUSTRIES 1070 7FC1414OLOGY DRIVE N0K0M15 fL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 R•nd 8/. L.T. Rend Bp F.K. Drawn Or R.S. Daaafpdan: EXTRUSIONS rlfc ALUMINUM CASEMENT WINDOWS Serie,nfadee C -700 '9/7/01 Oafs: Ra.:aiona: 4/18/02 COMP. ANALYSIS le Oalc 2/12/97 Revision.. • COMP. ANALYSIS Seale: SAeeL• T Ora.v,g No. NTS 1 9 ar 11 330 PRODUCT REVISED u eam plying allh lke Flaetd• Doidlag Code Aceapbaee fla 0d -0 Y LS ,0 T E.pirofloa Dale ml Dodo Prod patrol Division Rae • • • • • • ••• • •••• • • • • •• • • • •• • • • JYPICA/ VAIN JRAIILCORHF8 REFERENCE TEST REPORTS: F1 -1517, F17.-1518, F1 -1519. F L -1520 & F7L -1535 TYPJCAI SASH CORHFI SPACING 6 FROM CORNER, 16' MAX. SPACING' ON CENTER • TO ATTACH ITEM 21 TO MAIN FRAME AND FIXED MTG RAILS. 9 I0 11 12 13 14 15 16 17 8 SCHLEGEL CORP. PROTOTYPE PLA NMI-TECH. /PCT TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE MERCHANTS FASTENER CORP. PG. LOF PG. IOF PPG lOF ' . . I UMAX EXTRUSIONS 60150K 6FRMBK 49004 ?KEEP 7CAOR /L 7T RAX 710516PPA SASH SIDE /SILL WEATHER STRIP MAIN FRAME BULB WEATHER STRIP SASH 'LOCK SASH LOCK KEEPER CASEMENT OPER. AT /LEFT OPERATOR GUIDE TRACK STANDARD HINGE 10x516 SCREW PAN HO. PHIL .3/16 ANNEALED GLASS N ., • ,a DoP. 4 7 i 19 1 4 TEMP. GLASS 20 OS8 GLASS 21 610001 F1XED LIGHT INSERT 1 76178.4 6x1 7 8 SCREW BUGLE TEC _�.. mormlSisimifiz9:1 :7.IrT J1'TW:VT. i� a.:.: : a . .0 0NMINNIIIW . . _rl:7ni7 i n: P Mil 60118W EXTR ., ALUM. 0 • ING 8 0 I:14L1(7iMaticeN07:4•■ . wag 601 08K flee frffArTOWN taThriRETAMEMMINE wt.' itz 7^islimrem" HD. PHIL. 0..114 r11.7I:117. wriumgfimm if RO 0 ALUM. G !NG B 0 a . :.: a, ITEM VT # DESCRIPTION VENDOR VENDOR # 1 610228 FRAME HEAD, SILL, JAMB ALUMAX EXTRUSIONS AF -10228 2 69999 FRAME MEETING RAIL ALUMAX EXTRUSIONS AF -9999 SASH HEA St L JAMB . a .., - 0 781POA - .4 . IY.L INN IC MCIEBIlikakiaMi Win K MI:L • L.1(r I1rl♦ 711: /a:..1109JP: 14: 1MMINISI1Jaaikib1 .•I>Ia .15Mileaaffallilat15111LIMa2grAti • a:a ia7l1 :14•10w.ayt :1 :44 0[L laxvitte sam, a:a!aT.l l:1.17 :aa7111PP.relr• Jtl 0 60 00K G + _C .a :Is 114.a: K Tl :I7 :a.1 /.4 P10.1iXe a:.i 1N P.O. BOX 1529 NOKOMIS f1' 34274 brow,, By: R.S. 5.rim/Y.d.r C -700 2/12/97 FRONT VIEWS, ELEVATION Scetc NTS 511..1: 1 0 ./ 1 1 Q150x190 FP -176 SLACK 15 08000 - I9 -23 -00 0175 • 35. 10.00.101 AF -10001 SH05 -17.30 PRODUCT REVISED a mmplNleI with Ile Dodd. 13 .DI.I Code Aerrptaaee Ho a ytJ, e 1 EapiratloI Ds j• a .A Fwt Iaml D.dc rtda i C rd Didion °rude.; Ns. 330 • • • . • • •. • • • • • • • y INDUSTRJES 7070 Tr'CNNOIar DRAT NOKOMl$. a 34275 P.O. BOX 1529 NOKOUIS. ft 3-4274 Data: 2/12/97 M 6m1 Duck Pnd.ct Can nnl,i33. • •• • • • •• • •• 750 • • • •• •• :TYP. •N'EAD, SILL JAMB •••• • • • • •• • ••. • • • ••. • • •• • • • • • 1.250 MIN. • 1 x WOOD BUCK X 10 PANHE40 .250 MAX TYP. HEAD, SILL JAMB 2 x W000 BUCK OR FRAMING 1 x 4 WOOD BUCK na �/ .250 --► ( 1.25 MN. TYP. HEAD, SILL JAMB Rand Op L.T. Rodd dr F.K. Ora rsn 7h R.S. aaprPO.n: XOX CONFIGURATION AND 13:0.M. ALUMINUM CASEMENT WINDOWS Senu/17.d.0 C - 700 Yale: SAUC NTS 11 al 1 1 PRODUCT REVISED ma comph&el with at !lol & Buldlal Code Acaeplaaea Tla • L -. V 17. . 7 Eapfra Date .tT 1 • .7+VL Ore wing N.. 330 2 x 6 W000` FR.AMING BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County)' and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend 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 PW -701 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/22/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Non - Impact& Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall.be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA 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 dbne in its entirety. INSPECTION: A copy of thys•entite;Np4 shall be trovded to the user by the manufacturer or its distributors and shall be available for insp��tion 44 tlae jolt she :11 :11 th e a �equest of the Building Official. This NOA revises NOA # 01.0•1b241 dug coutis1S If WS page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • • ... • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • •.• .. • . . ... • .. • .. • ... . • • • • • • • ... • • • • • .•• • • • • • • • • • • • • • • • • .. .. • • • •. •. ••• • • • ... • • MIAMI -DADE COUNTY, FLORIDA ETRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0701.07 Expiration Date: September 13, 2006 Approval Date: July 12, 2002 Page 1 • • • • • • • • • • • • • :. ". HEXA 3N •••• 6Q" 8ETk1/ .N FLATS 9' j ort- im APea I1" 65 sq. ft. • • .. • • • .... • • .. • • • • • FAN .96" X 47" Maximum Area 24.47 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W /INTERLAYER DUPONT BUCACITE P'VV 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/16" HEAT STRENGTHENED /.090/3/16" HEAT STRENTHENED +36.0 PSF & —36.0 PSF (3/16" ANNEALED/.090/3/16" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT FTL -2797 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. LAMI) c Z/ Ruben L ark, PE- PE #39712 Structural INDUSTRIES oA.n F. litre: 1070 TECHNOLOGY °RIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. FL .34274 ARCH. 48" X 96" Maximum Area 30.28 sq. ft. PRODUCT REVISED is emptying with the Pledda thidtog Cads AA ptmaeNa 1.0} E ae Q 1 106 / u,,J ..ly Pmdm Caevd »rte Raved BriDate: Dale: 8/13/01 Senas/14add: PW -701 Scale: NTS REDRAWN ALUMINUM FIXED WINDOW DETAIL C SEE SHT. 7 APPROVED AS COMPLYING VAIN THE SOa �' OA v"' ' Ts2tA PR001 ONfROL UMSIO BUILDING CODE GOMPUANCE OFFICE ACCEPTANCE NOC)I - OV-V- •� 1 DescdpUon: ELEVATIONS, 7/16 LAMINATED GLASS Meet: °Taming Na. 1 aF 8 4231 Rev: ► • •• • • • • • • ... • •... .•.. • • • • • •• • • • •••• • •. • • • .•.. ••.• • • • QJ4RTER CIRCLE ' ••'• 68" X 68" • Maxlrilumn Area 25.22 sq. ft. • .. • • • • • 96" x 48" Maximum Area 25.13 sq. ft. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. 2. LARGE MISSILE IMPACT WINDOWS CONT. Robert L Clark, RE. PE 439712 INDUSTRIES . EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE 48" x 96" Maximum Area 32.00 sq. ft. Drown ru¢• F. 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS EL 34275 NOKOMIS. R. 34274 Rersd Oy Pot= D ' t 8/13/0 1 Rewiov: REDRAWN Dssenp0an ELEVATIONS, 7/16 LAMINATED GLASS ALUMINUM FIXED WINDOW FRODUCT REVISED sou pging with Ric Florida Bidding Code Aereptoose No 02 Ciph.lonn Dats OJI 4 6y�1 Mad Dole BTodxt Control Mike APPROVED AS COMPLYING WITH THE OA J IF I I J A BY PR00. CuF•ONTROL ONI BNLOING CODE COMPUANCE OFFICE , r p1ANCF NOC)t 01C)Z• SeHes/ltodeh Seal¢• Snast, Oru.mq l4 Pw -701 NTS 2a 8 4231 R 1 ► • •• • • • • • • ... • •... .•.. • • • • • •• • • • •••• • •. • • • .•.. ••.• • • • QJ4RTER CIRCLE ' ••'• 68" X 68" • Maxlrilumn Area 25.22 sq. ft. • .. • • • • • 96" x 48" Maximum Area 25.13 sq. ft. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. 2. LARGE MISSILE IMPACT WINDOWS CONT. Robert L Clark, RE. PE 439712 INDUSTRIES . EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE 48" x 96" Maximum Area 32.00 sq. ft. Drown ru¢• F. 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS EL 34275 NOKOMIS. R. 34274 Rersd Oy Pot= D ' t 8/13/0 1 Rewiov: REDRAWN Dssenp0an ELEVATIONS, 7/16 LAMINATED GLASS ALUMINUM FIXED WINDOW FRODUCT REVISED sou pging with Ric Florida Bidding Code Aereptoose No 02 Ciph.lonn Dats OJI 4 6y�1 Mad Dole BTodxt Control Mike APPROVED AS COMPLYING WITH THE OA J IF I I J A BY PR00. CuF•ONTROL ONI BNLOING CODE COMPUANCE OFFICE , r p1ANCF NOC)t 01C)Z• SeHes/ltodeh Seal¢• Snast, Oru.mq l4 Pw -701 NTS 2a 8 4231 R • .' . . ".HE�GA�t�N •••• 60 ; BETWEF.A FLATS M8:C/M11rf7 Area .21.4 65 sq. ft. • • • • • • • .... • .. FAN • • • 120" x 55" Maximum Area 35.20 sq. ft. NON— IMPACT WINDOWS 7.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763. 2780 d: 2816 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. Ruben L. nark. PE. PE #39712 Structural F AT INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 Doan By F.K. Tk ARCH. 60" x 120" Maximum Area 47.32 sq. ft. PRODUCE REVISED Cade M" the Florida Aceeptesee No 07.0).0/.01 Kept anon Clara p �aA tltla Pralav Caneror BY �Va Herod By. Onto: Doter 8/73/01 REDRAWN ALUMINUM FIXED WINDOW Se.ieo/Nodet Scae: shoat: P.O. BOX 1529 1101101115. FL 24274 PW - 701. NTS 3 e' 8 PR B &owing No. DETAIL C SEE SHT. 7 APPROVED AS COMPLYING WITH TIE SOUTH FLORIDA BUILDING COO ELEVATIONS, 3/16 TEMPERED GLASS G CODE COMPLIANCE OF CE NTROL DIVISION ., ,4rF.Mof- 4231 IC • a••••• • • • • • • • •• • • • ••• • •••• • • ••• • • •• • • • • ••• •QUA•RfI R CIRCLE . x 68" • • • Maximjrn Ma 25.22 sq. ft. • • • •••• •••• • • • •• • • • • • 120" x 60" Maximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60' x 60" Maximum Area 20.71 sq. ft. ZZ , Robert L / ark, P.E PE #39712 Slruc:urD} 30" IT INDUSTRIES EYEBROW 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. Drawn SY 171: F.K. 1070 TECHNOLOGY OR1VE P.O. 80X 1529 HONORS. FL 34275 NOKOMIS. fi 34274 Rend 8Y Date. oa 8 / 1 3 / 0 1 ev:a;on. REDRAWN 0e3rnp[iw: ELEVATIONS, 3/16 TEMPERED GLASS ALUMINUM FIXED WINDOW se.;e,/UOeer. PW -701 S oI , NTS Sheet: 4 e1 8 PRODUCT REVISED as mmPiri2 hi141he Maria &nag Cade Aemptmw Na 007 0 7-0/.0 Exp4:tloe Da (q7r {7 t_ Dade holed Canal Mellon APPROVED AS COMPLYING V/111 The sountoD 1 al�ttq{OOE ' D [ UUt 8Y PrIONI11. PRO. T •VTROLDIVISION 6N rr C00E COMPLWNCE OP ACCEPTANCE NO.O 1 — 0 \7 •C)1 Ora,riny No. 4231 R 1 • a••••• • • • • • • • •• • • • ••• • •••• • • ••• • • •• • • • • ••• •QUA•RfI R CIRCLE . x 68" • • • Maximjrn Ma 25.22 sq. ft. • • • •••• •••• • • • •• • • • • • 120" x 60" Maximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60' x 60" Maximum Area 20.71 sq. ft. ZZ , Robert L / ark, P.E PE #39712 Slruc:urD} 30" IT INDUSTRIES EYEBROW 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. Drawn SY 171: F.K. 1070 TECHNOLOGY OR1VE P.O. 80X 1529 HONORS. FL 34275 NOKOMIS. fi 34274 Rend 8Y Date. oa 8 / 1 3 / 0 1 ev:a;on. REDRAWN 0e3rnp[iw: ELEVATIONS, 3/16 TEMPERED GLASS ALUMINUM FIXED WINDOW se.;e,/UOeer. PW -701 S oI , NTS Sheet: 4 e1 8 PRODUCT REVISED as mmPiri2 hi141he Maria &nag Cade Aemptmw Na 007 0 7-0/.0 Exp4:tloe Da (q7r {7 t_ Dade holed Canal Mellon APPROVED AS COMPLYING V/111 The sountoD 1 al�ttq{OOE ' D [ UUt 8Y PrIONI11. PRO. T •VTROLDIVISION 6N rr C00E COMPLWNCE OP ACCEPTANCE NO.O 1 — 0 \7 •C)1 Ora,riny No. 4231 R •• ► ► • • • •• • • • • • • • • ••• • • • •••• • • •••• • • • •• • • • ••• • •••• •••• • •MAXIMUM HE 11HT SEE SHEETS 1 THRU 4 • •• • • • •••• • • • • • • • • • # SHIM SPACE MAX. /12 PAN HEAD WOOD SCREW 7/16" LAMINATED OR 3/16 TEMPERED GLASS 1/4" SHIM MAX. I -1/4" MIN. 2x W000 BUCX 1 -1 /2" MIN. 1 1 SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD 3/16" HEX HO. TAPCON OR 3/16' FLAT HD. TAPCON (C SINK REO'D) NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 3/16" HEX HO. TAPCON OR 3/16" FLAT HO. TAPCON (C'$INX REO'D) SECTION 8 -8 TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE 2. REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & FTL -2816 lrjs! Robert'L. Clark. P.E. PE $39712 Structural f' �T INDUSTRIES MAXIMUM WIDTH SEE SHEETS 1 THRU 4 Drown OF F.K. 1070 TECHNOLOGY DRIVF P.O. BOX 1529 NOKONIS. FL 34275 NOXOMlS, FL 34274 Rersa Serie,/uadet PW -701 Vg" SHIM SPACE MAX. -1 PRODUCT REVISED as complying with the Flaeida B.dhq Coda Aeeppun No OI.O Expirsda. Date Ode Prodaa cob. Winks Dote Dal 8/13/01 Rowsono- Scofe. NTS REDRAWN SECTIONAL & ANCHORAGE VIEWS ALUMINUM FIXED WINDOW Sheet: 5.T 8 -+ —lx W000 BUCK 1/4" MIN. APPROVED AS COMPLYING KttH THE SOUTH FLORIDA BUILDING CODE DA • �/� 1 i lal BY PRO e• OM570N BUILDING CODE COAIPUANCE OFFICE ACCEPTANCE NO. al — C)!CQ •111 prolong No. 4231 R • •• • • • • .500 • • •• • • • ••• • • .• • • • ••.• • • • • •. • • • • • •. • P.V1t -• U- ' CHANNEL • • £ L4ZING BEAD •••• • • • .• • • • • • •.•. • •• • • • • •... • • .688 • • .062 2.784 O1 PW-701 FRAME EXTRUSION 1 1.500 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 10 7PWSW /6 x 7/8 FL. PH. TEK SPENCER OR = MK. 1 11 PART # 612242 DESCRIPTION FRAME HEAD, SILL & JAMB BILL OF MATERIAL SEE NOTE 7/16 LAMI (.187A/.090/.187A) NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER VISIBLE LIGHT CALCULATION f WH WINDOW WIDTH "TIP TO TIP" — 3.00" WINDOW HEIGHT 71P TO TIP" — 3.00" o/ Ruben L Clark P.E. PE #39712 Structural FAT INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 TR/ F.K. WW Rend 9$rale: � /13/01 VENDOR 606.3—T5 TRIPLE DIAMOND GLASS OR = Revisions REDRAWN EXTRUSION PROFILES & 8.0.M. ALUMINUM FIXED WINDOW Series/6lodeL• Scale: Sneat `Ora.ing No. NO # PW -701 - NTS I 6a' 8 4231 VENDOR # AF -12242 AF- 533402 SM5504 PRODUCT REVISED a .m 07/.8 1 44 do Florida "lin Cod. AcaimaaMe 02 - 01.0? Cryiratlo. Data Dads Dlrldni Ptsdaet Coates! APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY ,fG7N . PRO •' T • 1ITROI OMSION LDING CODE COMPUANC • - E BUI arr;FFTANr= NKTnL r 1(YL •Uj --_1 I .090 INTERLAYER 3/16" ANNEALED —.-{ I �1 I -3/16' ANNEALED or 3/16" HEAT STRENGTHENED • • • • • • • • • .090 /NTERLAYER J/16" HEAT STRENGTHENED TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS or GLASS REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL- 2797.& 2816 �e1 Rohe t a rk RE. PE 939712 Structural 3/16" TEMPERED TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS ITT INDUSTRIES Drum By: F.K. 1070 TECHNOLOGY ORNE P.O. 60X 1529 NOKOMLS, FL 34275 NOXOLIIS. FL 34774 Red 6y: seriu/JodeI. PW - 701 AncepteBy mot Wu Dale Product control Division Scale: NTS DETAIL C TYP. 90' CORNER . CONNECTION Sheet 7a 8 APPROVED AS COMPLYING N Di T119 SOt1TH FLORIDA BUILDING CAOE • DA WI PRO C NTROL DIVISION BUILOING COOS COMPI ANCE ACCEPTANCE NO.0 l' O\ 17 •Sj 1 Date: I Rew,:lons. 0at /13/01 REDRAWN GLAZING & CORNER DETAIL me ALUMINUM FIXED WINDOW Orowin9 No. 4231 Rev: C Windo% ( • • Window W"dths 4 9.121 • '135.'00 24.000 26.500 37.000 48.000 60.000 97.000 t 1 1.000 120.000 0 100.00 135.00 135.00 135.00 135.00 135.00 135.00 • ...0 112.60 39.000 • *MVO 135.00 135.00 135.00 - 135.00 135.00 79.40 7(1.00 66.10 •51.000. •ai.OG - 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 1 4440 - 13,5,0 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 0 100.00 100.00 100.00 100.00 100.00 100.00 100.00 • ...0 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 0.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 100.00 100.00 100.00 90.60 . 58.00 58.00 58.00 57.40 • • 3.?'NLmbers; are for #12 screws or 3/16" Tapcons. • • .• 4., niarrmu'a1 spacing: 12" • • • • • • • •' • 3/1 6 " TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Gloss Table ASTM E1300. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. • • • • •• •• •• Ng ati a Desig: • • • • • • ••••- • • •••• Positive Design Loads REFERENCE TEST REPORTS: FTL -2763, FTL -2780, & 2816 Robert L ark. P.E PE #39712 Structural PST INDUSTRIES Dean By F.K. 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS ft 34274 Rend BY: Dote: Dote: /13/01 Seriea/ltode[ PW -701 Sonia: NTS sheaf: 8 of 8 PRODUCTREVLSED so oomph with lit Fl„ ki B.Idtag Code wmepow no 02 - 901.0 Esptndai 0.te� 1�j3 Ji<jj` Dad. Product Coeval APPROVED AS COMPLYING VATH THE SOUTH FLORIw sUULDI DA y�r//�.•� SY PRO• • NTROL DIVISION SUIL ODE COMPLIANCE 0 ACCEPTANCE NO.(l 1 - 011L •01 R.vi•i n REDRAWN De aiptioro COMPARATIVE ANALYSIS, NON- IMPACT TU. ALUMINUM FIXED WINDOW 0ro•ng No. 4231 Rev. c M IA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1 O,V ,AGLER STREET, SUITE 1603 ';, aM� MIAMI, FLORIDA 33130 -1563 '(3A 375 -2901 FAX (305) 375 -2908 •r• •.• • • .... This NOA is being issued under the applicable rules and regulations governing the use of con ion materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Divjaioa.and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowrgt�y • the Authority Having Jurisdiction (AHJ). • • , • •' • •••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cbtitrcll Division (In•Miami Dade County). and/or the AHJ (in areas other than Miami Dade County).l+esen; the right to have this product or material tested for quality assurance purposes. If this product or materia; fails to perfetfri in the accepted manner, the manufacturer will incur the expense of such testing and the AHD rrayimmediatel revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA•fesefves the ri i 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 HR -201 Aluminum Horizontal Sliding Window with Heavy Duty Meeting Rail APPROVAL DOCUMENT: Drawing No. 268 -2, titled "Alum. Horiz. Roller (HD. MTG. Rail) ", sheets 1 through 9, prepared, signed and sealed by Robert Clark, P.E. dated 5/10/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 th materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Raul Rodriguez NOA No 02- 0313.09 Expiration Date: June 27, 2007 Approval Date: June 27, 2002 Page 1 •• • • • •••• . • • • • • • • • • • • • COMPARATIVE ANALYSIS - TABLE 1. WINDOW HEIGHT WINDOW - 26.000 (2) 38.375 (3) 44.000 (3) 50.625 (4) 63.000 (4) 72.000 it '3- POS 56.0 56.0 WIDTH 26.500 (4) 37.000 (4) 44.000 (4) 53.125 (4) 63.000 (6) 74.000 (6) NEG -120.0 -135.0 -120.0 -120.0 -135.0 -120.0 -1 0.0 P08 NEG 56.0 -120.0 56.0 -135.0 58.0 -120.0 56.0 -120.0 56.0 -135.0 56.0 -120.0 56.0 -101.6 56.0 -127.3 56.0 -101.8 56.0 -81.4 68.0 -87.3 56.0 -77.6 55.0 -62.1 56.0 -62.1 56 .0 -55.2 49.4 - 45.0 POS 56.0 56.0 58.0 56.0 58.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 58.0 56.0 • 55.2 45.0 NEG -120.0 -135.0 -120.0 -119.5 -135.0 -119.5 -89.8 -122.7 -89.8 -70.5 -87.3 -70.5 -60.8 -62.1 -55.2 -45.0 56.0 56.0 58.0 56.0 56.0 58.0 55.2 45.0 NEG -120.0 -135.0 -120.0 -109.1 -116.4 -103.4 -79.7 -102.2 -79.7 -59.1 -87.3 -59.1 -51.8 -62.1 -51.8 -45.0 POS 58.0 56.0 56.0 56.0 58.0 56.0 56.0 56:0 58.0 56.0 68.0 56.0 51.8 56.0 61.8 NEG -119.3 -119.3 -108.0 -89.6 -89.6 -79.6 -68.9 -77.9 -68.9 -48.5 57.4 -48.5 -39.5 -59.8 -39.5 45.0 -36.7 POS 56.0 56.0 56.0 56.0 56.0 58.0 56.0 56.0 56.0 56.0 56.0 56.0 58.0 48.5 56.0 48.5 39.5 58.0 39.5 38.7 NEG -102.8 -102.8 -91.4 -78.7. -76.7 -682 -65.5 -66.4 -59.0 -44.5 -57.1 -44.5 -34.7 -50.3 -34.7 -31.0 POS 58.0 56.0 56.0 58.0 56.0 56.0 68.0 56.0 58.0 44.5 1 56.0 44.5 34.7 50.3 34.7 31.0 -45.0 45.0 - 45.0 45.0 -45.0 45.0 -45.0 45.0 - 45.0 45.0 - 40.0 40.0 - 40.0 40.0 - 40.0 40.0 -36.7 38.7 -31.0 31.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM OUANTJTY OF ANCHORS PER SIDE. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED, 1/2 IG (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX, X0 4. REFERENCE TEST REPORTS: Flt -3330, FTL3331 & FTL -3332 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HAD& SIT' MAX. 6" FROM CORNERS. MAX. 6 ON EACH SIDE OF MEETING RAIL CENTERUNE. MAX. 18" SPACING. • JAMBS; MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER • 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. 33 1/2" MAX OPER. UTE DAYLIGHT OPENING 6" MAX. TYP. -- -•I 72" MAX HEIGHT 66" MAX OPER. LITE .DAYLIGHT OPENING 6 MAX._ ® TYP. 5;44 /4 Robert L Clark. P.E. PE 139712 Gtructt% I z Raved Eir . ,. _6y. • • 74° MAX WIDTH Data: pate: • • •4/ 3/02 1070 TECHNOLOGY DRIVE 40)KOM15 x275 • • *.O. �OX • • • • H .KOMg, F j 3.1174 • • • • • 5"116 Dash HI -2 • • • 33 1/2" MAX -- FIXED UTE DAYUGHT OPENING 18" MAX. ® TYP. 5i „ pt / e: • 6 MAX 6" MAX 1 (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERUNE OUTSIDE - SEE SHEET 2 FOR SECTION DETAILS Rove io s: Revisions: .400 ANCHOR 01M. Oloor0By. • F.K. • 037Q2 6 90'...-• • • • OX, XO ELEVATION, 74Wx72H Shah 1 a 9 1 67 1/8" MAX FIXED UTE DAYLIGHT OPENING 4 17" MAX. A i Apptmad n avmply141 40 1k? Florida Belding Cadq Date'SvW 7/ u NOM 0Z 9 Miami Dade PmdaU Caa[ryl Ofvlsioo 8y Titter FL1IM. - iOf� ROLLER (HD. MTG. RAIL) Droning No. 268 -2 -•-_----• • • .... • • • • • • • • • • • • .... 0 • • • • •• •• • •• •• • • • •.. • MAX HEIGHT OUTSIDE FIXED UTE DAYUGHT OPENING 2" VERTICAL SECTION OPER. LITE DAYUGHT OPENING 0 0 r7. 'ii, 1F1 [ Oa ®O INSIDE OPER. UTE DAYLIGHT OPENING TEST REPORTS: FTL -3330 FIL -3331 FR.-3332 OUTSIDE .MONOLITHIC GLASS 3/16" ANNEALED l F_ OR 3/16" TEMPERED c (6 6 / /16 / Robert L Curl. P.E PE 139712 Struatur i MAX WIDTH HORIZONTAL SECTION Irwus OUTSIDE INSIDE 7/16" NOM. GLASS BITE TYP. (4) 3/16" ANNEALED —. 3/16" AIR SPACE 1/2" NOMINAL INSULATED GLASS GLAZING DETAILS • • • 10 7ECy1� 3 ORE N F • dR � o j xz7s• • •p •• NOR % if 34274.. •• • FIXED UTE DAYLIGHT OPENING INSIDE ® '1 90a: • • • • • r • 4ia-'• . • 4/2 31 • 1.K. • M2,5702 0 OUTSIDE INSULATED GLASS 111111411. ram 1 1 ! 1 1 .. 1/8" ANNEALED Raviaions: Rewio.u: ADD !M /EXT DES1G. INSIDE Approved ea campbloe with tha Florida Weiot Code o ,L Da 7 vS C 7 t . ,t-o]rs , 0 Mi ami Dad pot Coa O fris B y OX, XO SECTIONS & GLAZING, 74Wx72H A :UM. :Hbi,4 ROLLER (HD. MTG. RAIL) SN odes • • Sara: • Sh.et: Oro. w. iag N. Ra H • • NTS 2 w 9 268 -2 A • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • •• •• • •• •. • • • • • • ••• • WINDOW H )AHT 50.625 (4) G P -120.0 58.0 - 135.0 56.0 - 107.8 56.0 - 129.1 58.0 -79.7 56.0 - 113.3 56.0 59.1 56.0 63.000 (4) NEG POS - 1102 56.0 - 132:3 56.0 -82.8 56.0 -99.3 58.0 .68.9 56.0 - 86.4 56.0 - 48.5 48.5 - 74.8 56.0 -39.5 39.5 WINDOW WIDTH 26.500 (4) 37.000 (4) 44.000 (4) 28.000 (2) -120.0 -120.0 -136.0 -120.0 -135.0 53.125 (4) -97.1 -116.5 63.000 (4) N -7 .2 -85.4 74.800 (4) :_`4 -54.8 COMPARATIVE .ANALYSIS - TABLE 2 4 38.375 (3) NEG POS -120.0 -135.0 -120.0 -101.6 -135.0 -116.4 - 120.0 56.0 -119.5 58.0 -135.0 -70.5 •116.4 49.4 -50.0 45.0 -60.0 45.0 -48.9 -65.8 56.0 -60.0 55.0 -60.0 55.0 -60.0 45.0 -36.7 55.0 -60.0 ABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER•SIDE. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE 2. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX. XO 4. REFERENCE TEST REPORTS: FTL -3333 & FTL -3334 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT 15 USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS. FOLLOWS AND PER SHEET 9. HEAD & SILT; MAX. 6" FROM CORNERS. MAX. 5" ON EACH SIDE OF MEETING MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. RAIL CENTERLINE. 63 MAX HEIGHT 6" MAX. TYP. 57" MAX OPER. UTE DAYLIGHT OPENING ti 0 6" MAX. TYP. Robert L Clork, P.E. PE /39712 Structural 33 1/2" MAX OPER. UTE DAYUGHT OPENING 6" MAX (SEE ANCHORAGE NOTE 7) 74" MAX WIDTH OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS • • • • • • • • IND ES • • IWO TECHNOLOGY ORNE• • WOWS. FL 34275 • • O. er QX.15z • • • • Nqicww. Fi 34274 • . •• • • ••• • • • • • • • •• Obta:� /23/02 Revisions: ADO ANCHOR DIM. Raysd Sy: • • Revd My: • •Fk • • ■ °ascription: Date: • •• 1 22 OX, XO ELEVATION, 74Wx63H :/- iZ. ROLLER rHD. MTG. RAIL) Saria.fModa• • • SAW • Shoat: proving No. Rev: HI -'201 ..• NJS 3 of 9 268 -2 A • • • ••• • • • • • • • • • ••• • • • • • • • •• • • • •• •• • ••• • • 33 1/2" MAX FIXED UTE DAYLIGHT OPENING 18" MAX. I 6- MAX MEETING RAIL CENTERLINE Revisions•. 58 " MAX FIXED 1/8 UTE QAYUGHT OPENING 17" MAX. TYP: ♦pp,oved ea omtp4bg vAth tba Florida Bolding Cod" ". L Osta �vN'Q. 47v L NOAtl two �•� h4atd Otde P • 87 L I MAX HEIGHT VERTICAL SECTION OPER. UTE DAYUGHT OPENING INSIDE OPER UTE DAYLIGHT OPENING TEST REPORTS: FTL -3333 Fn.-3334 Robed L Clark. P.E PE !39712 _elructuroi MAX WIDTH HORIZONTAL SECTION OUTSIDE , MONOLITHIC GLASS FIXED UTE DAYLIGHT OPENING JP," 3/16" ANNEALED j OR 3/16" TEMPERED • • • • • • 4 Revaa• • Oal6: • Revisions: • • . • • • 42344 • • 4 Ret7d Bfi R AOD � • • �e� AOD INT �, DESIG. • 7 —� • • •°n, F.K. 173/02 INE5 STR1ES . Deacrrrva. GLAZING DETAIL INSIDE OUTSIDE INSIDE 2' Approval a emoplylhg wfb lb. Florida 9aldary Ci o oL Mte 7 _. � NOAR •r - • S Wood Dade / �.• ..,,.. s7 i OX, XO ,SECTIONS & GLAZING, 74Wx63H • ' IO o S! i. 2 ALUM. HLIRZ.: ROLLER HD. MTG. RAIL) P. B•]( 1.29 •• 6arW�•fltlec kola • l' Sheai koring No. Rev: tpico►16, F• 34274 • • H4201 • • NTS 4 e' 9 268 -2 A • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• •• • •• • • WINDOW HEIGHT 26.000 (2) 38.375 (3) 44.000 (3) 50.625 (4) NEG POS NEG POS. NEG POS NEG POS -135.0 56.0 -84.5 - 135.0 58.0 -135.0 - 135.0 56.0 -84.5 -92.9 - 131.5 -92.9 -79.4 -88.9 -79.4 -63.7 -833 -57.3 58.7 -58.7 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 50.9 52.8 52.8 -64.8 -131.5 -64.6 -52.4 -88.9 _ -52.4 -43.8 -63.6 -43.8 -42.0 -58.4 56.0 56.0 56.0 56.0 56.0 56.0 52.4 56.0 52.4 43.8 56.0 43.8 42.0 52.6 - 73.0 56.0 7 - 130.3 56.0 -73.0 -582. -107.8 -56.2 -48.4 -88.9 -48.4 -40.8 -83,6 -40.8 -39.4 -58.4 56.0 56.0 56.0 56.0 48.4 •56.0 48.4 40.8 56.0 40.8 39.4 52.6 -812 -108.5 .-612 -48.3 -87.5 -48.3 -43.3 -79.5 -43.3 -38.0 -63.6 -38.0 -36.5 -68.4 56.0 56.0 58.0 48.3 58.0 48.3 43.3 56.0 _ 43.3 38.0 56.0 38.0 36.5 52.6 83.000 (4) NEG POS -82.6 56.0 -82.6 56.0 -612 -37.4 -64.8 -37.4 -34.9 -57.3 -34.9 -31.5 -52.5 -31.5 30.8 -51.5 56.0 37.4 56.0 37.4 34.9 _ 51.5 34.9 31.5 47.2 31.5 30.6 48.4 WINDOW WIDTH 53125 (6) 74.000 (7) 90.000 (7) 106.375 (8) 111.000 (8) 120.000 (8) -52.8 -50.9 -50.9 -45.8 46.9 45.8 45.8 40.7 CO " RATVE •NAL SIS •EL -42.0 -382 -50.0 , -382 42.0 362 45.0 382 -39.4 369 50.0 -36.8 39.4 - 36.5 36.5 -30.6 38.6 -33.8 33.8 -29.2 45.0 -50.0 45.0 -60.0 38.6 -33.8 33.8 -292 30.6 29.2 45.0 292 TABLE NOTE: NUMBERS IN (1 PARENTHESES ARE MINIMUM QUANTITY OF ANGLERS PER SIDE. 6" MAX. TYP. 63" MAX HEIGHT 6" MAX. ® TYP. NON- IMPACT WINDOW NOTES; 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED, 1/2 IG (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL -3327, FTL -3328 & FTL -3329 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HFAD & SILL; MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERUNE. MAX. 18" SPACING. JAMBS; MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. 57" MAX OPER. UTE DAYUGHT OPENING Ti P: (2) tm 0 m z • • 17" MAX. TYP. Robert L Clark, P.E. PE /39712 Structural 26 1/2" MAX OPER. LTTE DAYUGHT OPENING TYP. (2) • . 6" MAX. , • • • • Al us �s • •1070 1E6HNOLOCY ORWE • •NONQMIS• FL 34315 • • •• IV. • X 6529 •• 440141.4S• FL 34274 • ._• • .• 56 1/4" MAX FIXED UTE DAYUGHT OPENING 6" MAX. ' ' 6" MAX MEETING RAIL CENTERUNE (SEE ANCHORAGE NOTE 7) 120" MAX WIDTH ;Rossi s! Doe; a iK • 4/23/02 aaawn sj Da r_1rK� 1/1.jJO2 18" MAX. 1- SPACING TYP. 6" MAX OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS Rand 8y: Dot.: • • •• Revisions: Revisions: ADD ANCHOR DIM. 58 1/8" MAX FIXED UTE DAYUGHT OPENING Approccd m comidllUY with the Florida Bidding °d Dace 5•/'''._"°? _ '''' o NOAH Mtnml D,4 Ca Divh 8 Deacrrytion: XOX ELEVATION, 12QWx63H rw: UMt ROLLER 'HD. MTG. RAIL) S • • #col• Sho.L O,o.ing No. Rev r -2O1 • • • • tfrS 5 of 9 268 -2 A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • MAX HEIGHT OUTSIDE FIXED UTE DAYUGHT OPENING r • 0 O *Ir.- I ®m r 0 • VERTICAL SECTION 0 0 OPER. UTE DAYUGHT OPENING TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 m t111111a1 AIN 3/16' ANNEALED OR 3/16" TEMPERED 6 Robert L park. P.E PE f39712 Structural INSIDE FIXED UTE DAYUGHT OPENING OUTSIDE MAX WIDTH HORIZONTAL SECTION OUTSIDE r MONOLITHIC GLASS OUTSIDE INSULATED GLASS INSIDE A �• T , INSIDE 7/16" NOM. GLASS BITE TYP. (4) 3/1.6" ANNEALED 3/16" AIR SPACE 1/2" NOMINAL INSULATED GLASS GLAZING DETAILS • • • • • VW ° • ate:, • • • • • • • INDUSTRIES • • . • • • • • 070 N•yGY D R $t • yt yro v . 3ti27 5 • • p 1 • E0.529 • • AdRDNiS. Fi. 34274 c•� • 111\ 1/8" ANNEALED •ado • • a • o, 4. By: • F.K. t•rte: • 4/2302 123/02 Revisions: Revbios: ADD iwT /EXT DESIG. OPER. UTE DAYLIGHT OPENING TYP. (2) Aggrered ns onmgbter altb tM Aerida 0aidmZ Cod eL Date noAn u � Miami Dade a.,dactGaonaa mvWa By Description: ZCAX SFCTI ©NS & GLAZING, 120Wx6JH nu& • • • ALUM. • kr:0hl1. ROLLER (HD. MTG. RAIL) Sert fl(odeC • • Scel• She.L• Dro.aag Na. Raw HR -201 • NTS 6 a 9 268 -2 • • • •- • • • • • • • • • ••• • • • • • • • • • •• • • • •• • • • ••• • • • • • • • • • • • • • • • • ••• • • • VIEW A —A A CORNER CONTRUCTION c 1.542" 1 .062 0 FRAME JAMB(OPERABLE) MAT'L: 6063 —T5 DWG# 219 1.542 .062" G 2.209" 2.124" 7O FRAME JAMB(FIXED) MAT'L: 6063 —T6 A DWG# 218A TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 FTL -3330 FTL -3331 FTL -3332 FT1-3333 F1L -3334 /7/ Robert L Clark. P.E. PE 139712 Strwtural 1.827" 2.824' Us .062" • • • • • • • •• 2.000" FRAME HEAD MAT' L: 6063 —T6 A DWG# 215B 2.000' FRAME SILL MAT'L: 6063 —T5 DWG# 264 Rorie 9F • *ter • • • • • • Road tRy. • *,te:• • • • 4.23n2 O,a.n'6y RY•� P.K. • 1 /23JD2 • • • 1 DRICE • Mk* • • NOKOMIi, Ile 34275* • • A L UM. • • S0. 4 0% x 529 •:. Sanq•�/ �L • 14p 105, 41 34274. • HR -201 • • .050" Sale: • Sheet .062" L Rertalono: ADD CORNER DET. SILL ADAPTER MAT'L: 6063 —T6 A DWG# 265B 1.114 "� .781' 040" 1 2.428" 0 SASH STOP MAT'L: 6063 —T5 DWG# 110 Approml u compiYi•C with Ibe Florid. Raiding Code • Den ..4 L yoaZ NO.VI L Miami Dade Product _`• Div EXTRUSION PROFILES & CORNER DETAIL R/4. ROLLER (HD. MTG. RAIL) Chaffing No. Rev: NTS 7 as 9 268 -2 A 31 32 33 34 35 36 37 38 39 40 41 42 43 • 110 264 265B 1298 218A 219 1003 1072 223A 242 227 225 226 221A 1001 222A 1096 1016 1265-3 1267 1014 1013 1073 1278 1618 267 2718 2719 1263 241 1274 1237 Sash Top & Bottom Rail Sash Top Guide (Anti -rack' End Cap #8 x.25, QUAD Pn., SMS Roller Housing & Guide Rollers, Brass Sash Side Rail Wstp., Bulb Vinyl Sash Meeting RaII Sweep Latch #8 x .625 , Ph. Fl., SMS DSB Glass 3/16" Annealed Glass 3116" Tempered Glass 1/2" Insulated DSB/DSB 12" Insulated 051313/16" Annealed 3/32 x 1/4 it 1 Setting Block 1/8 x 1/2 x 1 Setting Block • 6063 -T6 4 Plastic Plastic Fastener Plastic Brass Part 6063 -T6 A Wttustrip 6063 -T6 Cast Part Fastener Glass Glass Glass Glass Rubber Rubber Sash Stop Main Frame Sill Main Frame Sill Adaptor Weep Hole Cover Flange Frame Jamb (Fixed, X0 ONLY) Flange Frame Jamb (Operable) Wstp., Bulb Vinyl Wstp.,.187 x .200, Fin Seal 6063 -T5 6063 -T5 6063 -T6 A, Plastic 6063 -T6 A 6063 -75 Vinty Wthrstrip Aluminum Plastic Spring Steel Plastic Rubber 6063 -T6 Rollform Bd. Rollfonn Bd. Rolform Bd. Plastic • Plastic Plastic Screen Frame Screen Comer Key Screen Spring Screen Pull Screen Spline Screen Cloth H.O. Fixed Meeting Rail Glazing Bead (SSB/DSB) Glazing Bead - (3/16") Glazing Bead - (114") Glazing Bead - (1/2° Insulate Glazing Bead - (fa Grill Kd - SSB/DSB) Glazing Bead - (for Grill Kit - 3/18") PGT # 1 2158 Flange Frame Head • 16063 -T6 ® 6215W,B,T 2 1155 #8 x1.000 , QUAD Pn., SMS 3 Fastener 781 PQA 68387 4 6264 5 6265BW,8,T 6 71298 7 6128W,B.T 8 61088 9 66601 11 12 679190 6223W,B,T 13 42105 14 42114 15 78X14PQAA 16 42112N 17 7BRWHL2 18 6221W,B,T 19 64664 20 6222W,B,T 21 71096 22 7858 24 25 26 27 28 29 712653K 30 71267N 61011 41903 78835M 70409K 68155K 61816 6267 65196 65016 65133 6VT48 44 Slcone Adhesive Dow 899 or Equal 6081274 6G81237 1.601' 2.010" 37 H.Q. FIXED MEETING RAIL MAT'L: 6063 —T6 DWG# 267 1.605" 0 SASH SIDE RAIL MAT'L: 6063 —T6 DWG# 221A ./V Robert L. Clark. P.E. PE 139712 Structural •. ..•• • • • • • • • F 1 0 te r• • INDUSTRIES IOC f4iNOiO4Y DRSE . •s DI� 3 . • '0.0. • • Adtcom 5, rL 34274 • 062' ---- 1.750' .050" 12 SASH TOP & BO1T. RAIL MAT'L: 6063 —T6 DWG# 223A 1.457" 20 SASH MEETING RAIL MAT'L: 6063 —T6 DWG# 222A • • Revisions • • ej • TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 FTI. -3330 FTL -3331 F1L -3332 FTL -3333 FTL -3334 w • • �!c • Redsipns; • • 4/23/02 CHG ALLOY DESIG. F.K. 1/202 Oasvipliw,: Apprncd m comp•rt09 0th did Salida Bake% Code HOM z - ao Miami Dade Product 9 & B.O.M. PD. MTG. RAIL) Oro"rig No. Rer. f/ .PROFILES nu. ALUM. • kfOI� l . ROLLER Send f 4pdek „.• Se`% • Sheet HR -201 NTS 8 pr 9 268 -2 A ••• • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • •• •• • • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT Industries P.O. Box 1529 Nokomis, FL 34274 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 ... • • • SCOPE: • • • ••••• . • This NOA is being issued under the applicable rules and regulations governing the use offorlskuction m • ateriels. The documentation submitted has been reviewed by Miami -Dade County Product Controt Division and accepted • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other afesaS1iihere tl1aw44 by ' the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami- Dade 'Coity Prodddt Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coxntj.JVeserve the' right to have this product or material tested for quality assurance purposes. If this product or material fails tape orm in. the accepted manner, the manufacturer will incur the expense of such testing and the,jHJ :may inune4jately. • revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reser'es 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: 1 "x Std. Wall - Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Co Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00- 0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 • • • • TYPICAL. MULLION TO MULLION INSTALLATION TYPE A. NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT F7L -2902. 290.3 AND 2975 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE B" e / Robert L Q k, .E. P.E. #39712 Strut-rural TYPICAL MULLION TO STRUCTURE WITH W000 BUCK RFMOVFD FROM CONC. TYPE "C" • • • INDUSTRIES • • . . 1 OR 4'--1 T � MIN.— � . 1 r _ , . .. MIN. MIN. • • R By. i • . lkd ay auto: /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS HOT TO DITIOLFERE WITH EACH OTHER) SEE NOTE /1 r 2" OR 4 "-1 TYP C41 MUI I ION TO STRUCTURF WITH WOOD BUCK AND CONC. TYPE "0" PRODUCT REVISED a=p4ing with tle florid* Bolding Code Expiration DV6 C,/2OfOS B .•ca,. D rk Plod= Coshed • • • • • • • • • • t/1*1o0 TAPCON (246/) • . MW. lS PEHETRAION INTO CONCRETE OR BLOCK • STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 Rawione: • • • • • • S.n.f/LII#!ef• • Scala: Sh..L' roNO OMS i 5' NO OMB FL 34 an-LS • NTS 2 aT 5 /12 F.H. S.M.S. STAGGERED ON OPPOSITE AGES (SO WTERFERE T WITH EACH OTHER) SEE NOTE /1 CLIP • 8c INSTALLATION DETAIL • h StD., W4,L; VULLION MW. TAPCON (246/) MW. li PENETRATION WTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE EWE COUNTY • .:APPROVED. SCE NOTE /I • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PRO.. T • ROL OMSION BUILDING CODE CCMPLUWCE OFFICE ACCEPTANCE NO 00- 0 9 /2 .O Onneing No 6620 Rev. .•• • • • • • • • • • • • • • ••• • • • • • • • •.... • ... • • • • • • • • • • • • •• •• IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 8 1 x 4 x 8 A" 14 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) n — MAX. - -E� lam- q '-. J MIN.i L NOTE; /Q CGC 1. REFERENCE TEST REPORT F2- 2902,2903 AND 2975 392/Z 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 •• ••• • • . • • • •• • • INDUSTRIES • •• •• • • • • • • R•vsd• t• • • • • 4 • • Oro•de8y. • • P.J.P. 1070 Trauttoffr DRIVE P.S.•90X ISZ9 NOKOMIS, FL 34275 NOKOMIS, FL 34274 • tykd HA • Dote: • Glace • 4/28/00 Serivedee • MULLS Scale. NTS 8 MIN. FROM END (TYP) 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 1 MULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 Sheet: 3 0l 5 MIN. FROM END (TYP) • PRODUCT REVISED o complying loth the Florida PPR AS COL �jM1P�n1NH�G�'jMQ{TH � I Ez Dt _ A D SOUTH OVED FL� S i CO L E O GUU 1 E HE e ,u n Mi Dade Poodoct c PRO ONTROL DIVISION • *Whim BUILDING CODE COMPLIANCE OFFICE act, ersnips Nn 0O- 09 12. °S . Revisions: Description: 1;' ML.1J-LI04' CLIP ANCHOR LOCATION Me: • • • • • • StD.. IIALL: I 'ULLION Drawing No. 6620 Per ..s /7 vc r.., ' ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 1 4 J 3 4 f 8 (TYP) NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 —T6 CI Robert L. ark, 1? E. P.E. #39712 Structural • INDUSTRIES • • • •• . • • • • 1070 TECNNCLDcek DR1E NOKOMIS, FL 34275 1 3 4 •• ••• • • • & •• )) • • • • Rgsd dry: I.atem • ••• • •• ••• 0rodl7ty • T P.J.P. Deaotpfmrn P 8 (TYP) tTRODUCT REVISED am complying Wang Coda Accept:me MO the Florida Oa f OS BY Dade Product Control • • • • Oa OF•II,ES • • chid D •• • • OAe: • 4/28/00 • • • • Revisions: 7766: • • • 1:: S1 :/2uL • • • s ane • 4s v. ?. %0x 15A pde h • NOKOMIS. FL 34274 MULLS Scale: SAee: ' O.vetnq No. NTS 4 of 5 6620 APPROVED AS COMPLYING WITH THE SOUTH FIRIRA rhOl JU DATE 111 8Y t / o�1 PR•.. - •NTROl01VISION, GUIDING CODE COMPLIANCE • E ACCEPTANCE NO. O - / 2 . o Rev: ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 x2x.125 2 Anchors O NOTES: 50 OPENING WIDTH IN INCHES 60 1 70 1 80 1 90 1 100 110 120 ' 130 1 160 42 129 115 107 104 103 I 103 48 83 73 67 63 61 50.625 70 61 55 52 50 54 57 49 44 41 39 60 41 35 31 29 27 63 35 30 27 24 23 66 30 26 23 21 19 90 96 – _108 111 144 1 x4x.125 4 Anchors 72 _ 23 20 17 76 20 17 15 78 18 15 84 - 42 170 4:10 170 6 170 72 142 76 120 78 111 84 88 90 72 96 59 108 41 111 38 144 17 50 60 70 170 170 170 170 170 170 170 170 170 160 145 120 102 94 75 60 50 35 32 170 170 170 170 157 141 127 105 90 83 65 53 43 30 28 38 61 49 38 25 38 38 16 OPENING WIDTH IN INCHES 01 115 106 100 96 95 87 81 77 81 74 69 65 74 59 47 68 53 43 38 35 27 24 103 63 60 49 46 39 37 32 30 22 20 24 22 20 19 103 90 1 100 10 120 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 143 134 127 124 122 128 119 112 4EIb 106 93 74 63 57 44 35 28 19 17 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE .TEST REPORT FTL -2902, 2903 AND 2975 103 103 61 49 38 25 20 17 170 170 170 170 1 157 122 122 106 106 92 92 72 71 61 59 55 53 42 33 27 18 160 40 31 24 16 16 I - 1. Z( (/ 1 / Robert L Clark, P.E. P.E. #39712 Structural • • • •• • • •• ••• ITT INDUSTRIES •• • • • • • t070 TECMCO? tY DRAKE NOKOMIS, fi 34275 • Description: Multiple Mulled Units L— \Opening Width •• ••• • • • • • .• Mull Length !J •• .! • • • • Sys •: • a Sped Bp (Dale: • • • • • • h •• DAR P.J.P. t 4 /28/00 PRESSURE. CHARTS R awmna: • • 1. SD .• WAIL• ICIULLION • P!b• BOX Ig29 serya • • scow: Stunt NOKOMIS, FL 34274 MULLS NTS 5 a 5 PRODUCT REVISED tosPbri wtIl 1M PIst6 W an Awa 02-0 E. .•a Date •`1Y.41 • B Mu . Dade P.wdM Omni D h sioe APPROVED AS COMPLYING WITH THE SOUTNFLOArDIj{ .DE PROD L' : ROL DIVISION OI COMACE OFFI ACCSUILEPTANG NCENO DE CO 00 PLIN -o91t. o. - Drawing No_ 6620- R er. • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • MI AMFD • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION .NOTICE OF ACCEPTANCE. (NOA) Madden Manufacturing Co. 1889 N. W. 22n Street • Pompano Beach, FL 33069 SCOPE: • MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAC3LER BUILDING 140 WEST F.LAGLEIt STREET, S u.t•iul 1603 (305) 37 This NOA is being issued under the applicable rules and regul;htions- governing the use of co : on als. The documentation submitted has .bean reviewed by Miami -Dade County Product Control pivision and accepted by the Board of Rules and Appeals• (BORA) to be used in Miami County and other areas where allowed liy• • • the Audiority Having Jurisdiction (AHJ). • • •. • •• This NOA shall not be valid after. the expiration date stated below. The Miami -Dade Ccrtraty.;Pioduct COnirdl Division. (In Miami Dade County) and/or the AHJ (in' areas other than Miami Dade County? Matt 4e the right to have this product or. material tested for quality assurance purposes; If this product or material •fa1lt.to perZin :iii the accepted manner, the manufacturer will inciir the expense of such testing and the A? znay imiriediatily revoke, modify, or suspend.the use of such product or material within their jurisdiction. BORt�.•ro�erves t�i2,1g1 to revoke thid acceptance, if it is determined by Miami -Dade County Product Control Division, .tbis product or material fails to meet the requirements ofthe applicable building code. • • • • .... • This product is approved as described herein, and'has been designed to comply with the High Volq;ity f lurricage.. Zone of the Florida Building Code. • DESCRIPTION: 0,050 "'Aluminum Storm Panels Shutter ,APPROVAL DOCUMENT: Drawing No, 00 -380, titled "0,050" Aluminum Storm Panels ",•sheets 1 through 10 of 10, prepared by Knezevich & Associates, Inc., dated March 6, 2001, last revision #2 dated February 19, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County'Produot.Control.Divisipn. MISSILE Il\lPACT RATING: Large and Small' Missile Impact • LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "1VPiami Dade County Produot•Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applieation,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 ploduct or. process. Misuse of this NOA ds 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 b the expiration. date.may be displayed in advertising literature. If any portion of the NOA is displayed, then it shal 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 ofthe Building Official. ' This NOA revises and renews NOA # 98-1110.03 and consists of this page 1 as Ivell as approval document mentioned above. The submitted d was reviewed byFlelniyA.. Makar, P:E. NOA No 01- 0313.20 Expiration Date; 03/13/2008 Approval Date: 03/21/2002 Page 1 • • • .. • • • • • • • .• • • • • • LOCATIO . • i i 1.03 ANGLE � .•::�� SCALE, V4 WA" • 02/19/02 16:14 ALUMINUM y O STORM PANEL .. SCALE, 1/A• • 0' -Y • • • • OIRiC O • N 2.015" LSO lT`Anv ;ZT ALUMINUM Q HALF STORM PANEL STUODEb ANGLE • O ANGLE SCALE , V 6." . 0' -T' SCALE E6ENERAL NOTES: • 1. Tii45 S�TORH fA a e G l C'sT IS DESIGNED .9t10 TESTED w ACCOROAHCE WITH 2. P o SPEOFIW 0 SGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFGRt P • P P OFIe WIRKINCI PER P ANIL ' Po AND BE e L R.OFl1 5 P LL WITH A MINIMUM • • WI -DADE COUNTY PROOUCt CONTROL APPROVED •�� • PROTOCOL S PA 20 Pg222 REPORTS A PA Z03.. DESIGN IS 001-027. S1TRRUCCTIOOOTES�TING RATION CCOORPPO TEST �q � -27. Amp .0 T UCI s.T2AIL E S� A3te BE 6 G3 T6�ALUitr ALLOY, U.O.}LY.050 • (p G � ALV AANSp (y,�g5 9Ns .L Mi 2 4- 4 ALUMINUti_IIOY, STAMMLES3 5TF..EL. • 0R 7. P Ti{ O R 7 p 0.090 -1-W4J HE P5•(8pop�T.psP TEWp�I��7AFaµ NT 0 LD s� ReNAOONTT DIE CAST PAAKEL 1 OS E EM BE USED F 104 MS..A/81 ASHE WI ON UT5 5EE • M�IMUF1 PAN EPARATION F ROH GLASS SCHED FOR p R R EDUCED SEP ARATIOtas. IT • & 7 0 E 5NT YA • 9. ALSO EE MOUNTE B D WITH ST4 ANGLE OR{�O RECT MOUNTEED EOUIRE. SUSTAIN THE NEW SUPEW VERIFY �9D LOHA ADEQUACY TO VERIFY AU. DIMENSIONS AT THE JOG SITE BEFORE COMMENCING µ - STORM TT TH EWOR1.. tO. T H Rq� T�{ HR E 0 HER 0 a E NANT THA L BAR� 1EL WILL NOT R H UR R ICA N E '0 E 93" TYP. • E'D 93" TYP. MOV N Z-STUD TRACK sCALE,3" ■T - 0" • °P TRACK O BUILD -OUT "P TRACK C V SCALE + 4" . W -Y SCALE, HALF SIZE kf L4'21 L GRADE 0 375'.3 s ■ V •• • • 15 2 • • • • ZAMAC •• • •• ••'• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • .060 - 3.00 - Mr • 0 "U" HEADER • 1BUILD -OUT "U" H SCALE. 1/4 o' -r SCALE + V6 - • 0' -r• 0.C. ALT. lEG • DIRECTIO 7 . I 'E" TRAC SCALE , 1/4 . 0' -r • 650 1.50. 63'0 20 GA_ GALY. STEEL IN A30"1 GRADE OR 0.050' ALUM ALLOY 13004 H341 WING NUT • Q W HER . . SCALE, HALF SIZE SCALE, HALF SIZE B90-" 4 1.00 .090' 0601 • • •09 . I L_. • • SYIf. 33 M • • • • 90. • • • • • 1/1. -20 x 3/4 • • • • • • • • MACHINE SCREW OPTIONAL • • • • • • • • • • • O SCALE, HALF SIZE \•.•-:" TRAcK (FINISH) 13 SCALE TRACK 14 SQUARE HEAD MACHINE SCREW SIZE • • . • •.• • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • ••• • . •• • 3 • y 1. 0 h cr_ INES WINE 00 -380 d d I� •2/12/02 o9.53 C) WALL MOUNT O. OPTIONAL SEE GENERAL NOTE 7 EXISTITU STRUCTURE 0 TRAP MOUNT WKITHi1NUM1TE0 I (PERP. TO PANEL SP AMI I TYP• SECTIONS TYPICAL VERTICAL MOUNT ELEVATION KTS. ,-® OPTIONAL NOTE 7 • TOP MOUNT PLAN VIEW ® OPTIONAL STEEL Al N OUTSIDE OP P ANELS - HOQT 7 ERAL BOTTOM MOUNT SE FASTENER ANCHOR 5 . M m U 4 l E 1 SEE ANY SEE GENERAL ACCEPTABLE ANr "__ NOTE 7- 7 -.- - - - • O® O OVER J ALUM. ANGLE CLOSURE PIECE' T x 2" x .125 MIN. TO 2" x 5" x .125' MAX © TRAP MOUNT EXISTING STRUCTURE \ ' SOO 300" W' 4S" P . QYPICaL Mj OO ▪ FACE MOUNT • N0. S EAS NG re OPTIONAL SEE GENERAL _ { NOTE 7 •• ••• • • • • • • • •• ••• TYPICAL CLOSURE DETAILS 1 AN VIEWS) SCALE. 1-1/2" II 1' -0" •• • ••• • • • • • • • •.• • • •• •• • •.•••• • . • • • • • • • • • • •• • • •• • • • •• . • Lmax. GEE STORM PANEL SP: S . .0 HORIZONTAL MOUNT ELEVATION �1 °PTtaraI SEE E ((RAC SLOE MOUNT PASTENER or_ ,SEE ANCHOR 5CHEDULE F OR ANY ACCEPTABLE ANCHOR •. • • ••• • ' • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • __ • • • • • • • •• • - MAX 'f TICr..:3AR Z ltyE ONLY WiE1II111PROYED DEFLECTION REOUIREDI ALUM. ANGLE CLOSURE PIECE. T x 2" x.125' NM. TO 2' x 5" x .125" MAX ST NG STRUCTURE INSIDE •m O.C. TYP. App,gred a mmpl)ia¢alth 16x :.. ,.. D.00. 21 2 .. 7iG • b'I Q.blfl n ttiaa 2 3 z cc cc t CI O 1 1 02/12/02 09:53 HOLLOW KK, OR FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE CF 5T TU R EI TYP. TOP S BOTTOM O0LL0 G O R HOR 0 SCHEDUL8 l5 RASEQ • ON TYPE �� OF STRUCTURE! • TYP. TOP & 610TTOM ASTEPIER, SEE ANCHOR •' r .41 SCHEDULE. REFERENCE CONT. . CONNECTION'TYPE Y .' rri Pq ENER; SEE ANCHOR CH REFERENCE CO NECT( . ANGLE TO WALL OETA(L CONNECTION'TYPE 4" 000 O 1/ " M.X. - 1/4-90 IG��(U TCH2_12" 1Hz BOLT • • • FOR P WING IGTHS E'SATN ((5�1 6g EQUAL 0.C. F R TO F � IJLE.• SEE EAMCHOR • THAN�N 1O L F 4 .HHGTHS G REATER CONNECTION'IYPE 9' PANE: TO ANGLE oETAL V4-20 MACHINE BOLT {2, WINGNUT ([151 12' O.C. LESS THAN OR fiR EQUAL AT O POR PANEL PANEL LETI GTHS GREATER THAN 104 •. SIOE CLOSURE.REO"0. (SEE PLAN VIEW! $UILD -OUT MOUNT SECTION SCALE • 5" v 1• -0' 5 OR.•1/4••.20 ..TOP 4' (� y • OR 000 • 3. ra t 22g.T 0.}�5 LE5 04 5 ANEL 0 fi N 0.C. GTUAL R TO •1 0 g PO • THAN M045GTH5 GREATER GLASS OR 000 MB . TYP • • 3OCOHT. ••• • • •. • • •• •• • • • • • • ••• •o • FASTENER, REFERENCER CONNECTION" TYPE 3" SEE TABLE 2 (STING CONCRETE, HOLLOW BLOCK OR • I+ /000 FRAMING. FASTENER, SEE ANCHOR CON PE 2 V 2" • 1/4' MAX •• • N -4 • • • • •• •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • •• •• •.• • •• •• ••• • • • ••• • • 1 /4' ,MAX. CEIUNG/INSIDE © MOUNT SECTION SCALE i 5" . T-0' • • • ••• • . • • • • • .• • • • • • •• BUIID•OUT moutdT stc-ngN • • • • . ♦ • . • . •f • tat H R H1NG (SE A NCNOR 0 OFHEOU CT B !:D ON TYPE . TYP; TOP LL BO OM : •1 Appemd a •ampllia; with tha gfm4 B H 616.610.14 • �, SEEE TABLE 2 • OR 000 oa r • 4 0.055 " OR , 2 x 4" x 0.055' ALUM. TUBE OR 2 x.6 P.T. . W000 810CK54O NO - THIS OeTAIL MAY BE USED AT TOP 011 OF PANELS. WALL EC11ON sole i 3" . T-0" THREE 1/4 - 0 W000 LAG . sCREWS W/ 2 -V1." KIK EMBED. Ip 24" 0.C. CONT. 4' x 350" Wo Ola, PLATE OVER • • OR 000 R T ab 1BE a R O SEE TABLE 2 2 0 &34 • • O SOFFIT CONNECTION DV TAIL SCALE , 3' . •-O" • li OR ODOR SEE TABLE PAR W000 BLOCK G USE 1/4 - 0 S.S. LAG s0ZEWW/ 1-V2" PENETRATION INTO WOOD GL3121ING 1P O.0 . • FOR ALUM. TUBES USE 4 - 0 S.S. LAG SO�EW WY ppS 1 T - � 1 p /Z'� T ERn N MM HOL {Ip M IQFlAY B87W G S TUDS. b5 .TWO -V4"8 S.S. LAG SCREW @ _ 24' D.C. MAX. W/ 1-3/4' P ENETRATION • IN CENTER PF 5TUO5 WOOD ROOF TRU55 011 FRAMING MEMBER p MAX. PLYW000SOFFIT • ITYP.1 ASTEl4ER, SEE ANCHOR SCHEDULE • REFERENCE CONNECTION `TYPE r (USE ER�EMMOVApgBLE ANCHORS FOR DIRECT BUT 00 MOUNT ONLY OPEL 8 O W 0.C.. (TOYP. TACING. EXISTfno CONCRETE. HOLLOW G N (lTTYP.TO N000 P L gOTTOMI Q WALL MOUNT SECl1ON (DIRECT.MOUNT) SCALE , 3" .T-0" THREE 1/'. W0O0 LAG • SCREWS W/ 2-4/4" MIN. • EMBED. 24" 0.C. MAX PLACE HEADER FASTENER TiMU r • 4- OR r • 6" 062' CONT. ALU T li TUBE (6063 -T61 4114 SMS 12 O.C. BETWEEN TRUSSES (0 24" O.C. 013 t 00R SEE TAB 1/2" TO 3/4" ALUM. SPACERS (r 0.0. T/16" 1.04 EXISTING CONCRETE, HOLLOW 8L00(, DR WOOD TIP,) FRAMING (SEE ANCNOR SCHEDULE 8A5E0 ON TYPE . OF STRUCTUREI • FASTENER, SEE ANCHOR SCHEDUl.e . REFERENCE CONNECTION 'TYPE!' (USE REMOVABLE gA ANCHORS FOR DIRECT MOUNT ONLY pa Y P.70 E OTTO S SP PA I BUT • • • (CYP. Tap S BOTInON ® WALL MOUNT SECTION (INSECTMOIR{Tw/ SPACER) SCALE 13•• . T-0" • SPLICE DETAIL MR BAS• • WO'IDOW APPLICATIONS. SCALC ,1-V2- • 1•-0 W000 ROOF TRUSS OR FRAMING MEMBER paZ4" 0.C. MAX. • • • PLYW • 1.- • •- •.• •• • •r • • ••• • • • • ••• •• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • ••• • . • . • ••• • • • • w • • •• APB,med o comPhkRlth tin (MAX DESIGN LOAD " 56 PSFJ D.ss(J, 17rf1 O ALT. SOFFIT CQJ4NEC DETAIL. H ;x �D,ear � • SCALE , 3" Y -0. • • • • • • p • • • • • •• • • • •• • • • • NOTE, THIS DETAIL MAY BE USED • AT TOP OR BOTTOM OF PANELS.. T x 5" x VII" ALUM.. PLATE (6063 -T61 B•ISIOE EACH SIDE. FASTEN W/ B U 1isMS OR 3/16 "0 POP RIVETS EACH SLOE AS SHOWN ({0 1" OC. P LIM. TUBE EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING • AS SEE ANCHOR SCHEDULE EN CONNECTION "TYPE 5` CONT. 1/4-20 MACHNE BOLT L W(NGNUT tr o.0 FOR PANEL © EN LESS THAN OR EQUAL' TO .. 110p4 1LOANC/ t G TER Ttl4N E V . O • WALL MOUNT DETAIL SCALE , 3" a 1•-0" SEE TABLE 2 AS 3 ER, SEE AXONOR SCHEDULE REFERENCE CONNECTION - TYPE 5 • • • • • MAX DESIGN LOAD= ..6t0 PS.F. : . © BUILD OUT SECTION trip. TOP L BGrrOMI • • SCALE, 3• - 1• - 0" PSHRCOALo4/(G,BICpSNC_RE 4 0000 OF EOULE 8ILSOAS O . N SEE TABLE 2 OR 00 1/4 -20 S.S. BOLTS W/ WINGNUTS CO 24" 0.C. MAX (TYP.I ANGLE MAY VARY 2" x 2" x 0.125' CONT. TO4 "x4 "x0.123" 6063 -T6 ALUMINUM NON -STRUCTURAL FINISH MATERIAL BRICK OR W000 ELCO (T.V.A.SI PANELMATB P4 ANCHOR S1]{EOULE BASED ON CONNECTION TYPE2" (MAX. DESIGN LOAD *61 P.SF.1 6" 1 (( ". /4" MAX 1/ " -20 STUO INTERIOR FM rtNING ANGLE ASSEMBLY SCAME. 1—VZ" F STUD ANGLE OR 000 SEE TABLE 2 UNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN WIW3NUTS FROM THE INSIDE ALLOY OR 18 GAGE • G ALV. STEEL A C0 ' STORM PANEL INTERIOR © ALT. CORNER DETAIL ® FASTENING (ISOMETRIC) SCALE . 3 " " T -0' SCALE, 3" = 1'-0" NOTES THIS DETAIL MAY Be USED AT TOP OR BOTTOM OF PANEL. (MAX DESIGN LOAD n 72 P.SF.I O EDGE MOUNT DETAIL SCALE 1 3" : T -0" 1/ 4' • POWERS CALK -IN ((ILL" 0.C. W/ 718" MRL EM8. INTO CONC OR HOLLOW BLOCK 4 2" x 5" x I/O" CONT. GU 6061 -T6 ALUM. 8' x 3" • V4" ALUM ANGLE V4 " -20 STUD W/ NUT 0¢1 6" FOUR 1/ 4'm POWERS " x 3" x V8" CALK - 1N ANCHORS W 7/6" MW. EMBED. IN CONC a% 1-1/2 it 6 1/2' INTERIOR FASTENING ANGLE ASSEMBLY SCALE, • din >t� a 1/ 5S MACHINE ag. 80LT ANO HUT 8, g1 T2" 0.0 • • • • • • • • • •• • • • • • • EXISTING CONCRETE HOLLOW BLOCK. OR �r1000 FRAMING GLASS OR 000 •• ••• • • • • • • • • • . . • •• • • • • • • • : EE�TAILEW • • • • • � • • • • • • • • Wa0 3 BLOCKING UNITED TO MAX OESIGN LOAO OF 72.0 P.S.F. • •• GLASS OR 000 SEE TABLE 2 3/4" PLYWOOD ALUM TUBE (6063 T61 1/4'0 POWERS CALK -IN G1 6" 0.0 • WITH 718" MW: EMB. PI CONC OR • HOLLOW BLOCK OR 1/4"• LAG SCREW 110 72" 0.C. W/ 1-1/2" MIN. EMB, 1N W000. V2 - 0 THRIF BOLT (ASTM A 3251 12" Q.C. 1/4'0 POWERS•CALK - 4N (7112 +0.C. WITH 7/6" MIN. ENO. IN CONC. OR HOLLOW BLOCK OR 1/4 "6 LAG SCREW (a1 24 0.0 W/1-4/2" MIN. EMB. IN W000 2' x 2" x 1/8" CONT. ALUM. ANGLE 6063 - 16 d- EADERrv1OUNT DETAIL :CALE t V . i-0: • • • • •••• Art pe _ MAX 1 TILE FINISH MATERIAL (MAX DESIGN LOAD s 72 PSF.1 O "PASS THRU" DETAIL SCALE t3' =V - h h • 1'x2" 2 x x 0.055" 6063 -16 ALUM. TUBE 2" x 4 2"x5 OR Z" x 4" OR 2" x'6" pgq99P.T. WOOD BLOC • gKIING �C REF CONNE CTI ON 'IYP E 2" E 1/4 MA) AX. • • CONT. m h 3 2 Appmnda ca.aklpyrIt0tIto Radda " ° • 2 Kau • - + -TAP_ Wald Odd ProductCbmm � fa 02 • • m • 2/02 05:54 ••• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R 0008 SEE TABLE O ALT. TRAP MOUNT DETAIL SCALE GLASS O 000 SEE TABLF, 2 02/12/02 05 :55 OR 7 /8 " 1 11 BLOCK LBKO IN CONC. • 1/4 - - }0 STUD__; W L , TION UT WANG CD FOR PMO a 8•-8^ ANO 6 PANEL LE GREATER TIN¢ CONCRETE. HOLLOW BLOCK OR W000 FRAMING. • • ETAJL AE n n FASTENER SEE REEFEREN(CE CONNECTION'TYPE 1• NOTE USE OF OETAO_ SHALL BEN CONJUNCTION WTTH AN • 6 • HEADER OR • U • HEADER TOP MOUNT ® C - TRACK ASSEMBLY - INSIDE MOUNT SCALE. 3'.T -0" O 000 FUR 8•-8• k sl SEE M1 SEEPpA�qT ON 1 1_-_ 2 FROM GA55 SCHEO. Z. x x �x 0.035" 6063 -T6 ALUM.'TUBE TABLE 2" x OR2x 6 • seta. P.T. W000 BLOCKING 0 000 EE TABLE 2 • '' OL 6 bT? 11 6 Pc! C OR 81,00< � PI CREPE 1. THIS OR BOTTOM OP PANEL. AT 2. W000 BLOp N UMTTEO TO MAX. °ESIGIq LOAD a 72.0 P.S.P. ® ALUM. TUBE BUILD -OUT SCALE •3 " -1•-0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT Z4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" .x .12S" =ARE /16" LO. AND AP 1/2" 0.0. x 3/16" MINIMUM NYLON Da. BUSHING OR 1/4-20 NO NUT (GALYAMIZE01 V76' 111HL C -TRACK ASSEMBLY - (BLOW UP) ® SCALE. HALF SIZE 0 ( : i4 xV8 806 ANiC S CHEDULE ' R EF E CO NECTIO 3^ 0 , 3 EM8 BOLT 4 F MACHINE PANE OOTH GREATER THAN 104". RYP. TOP 1. 80TT01 NOT?, TOP OR BOTTOM OF PANEL STORM PANEL BUILD -OUT SCALE . 3" - T -0" m J,: • -41444 •• • • USER ®WITH® 1/4-20 x 3/4" MACHINE SCREW WITH .673" x .675" x .125" SQUARE 'HEAD ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . NON - STRUCTUR L O N G O LON� CONCRETE Wm. 40 0. W4IN�GNNU MACHINE T U" 0 N C ` O E H 1TF I5 GREA 104'. ITYP. TQP & 60TTONI L • 77I 2 • • • • . TIOI.1'• O+�ikYf • • • • •0F Tt7• • • VIEW) C- TRACKASSEMBLY (ISOMETRIC VIE KT .S. • • • ••• • - • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • t • •• • • • ••• • •• • 1/2' 0.0. x 1/4 "I0. 3/16" NYLON BUSHING 081/4-28 S.S. NUT ITTP.1, `t 117 200 40 62• 67 72 9Z 112 200 40 62 67 • 7Z 250 6 40 12 62 12 67 15 72 0 92 •4 112 3 200 9 46 17 12 40 12 12 62 12 12 • 67 12 11 72 12 92 12 4 70 10 12 12 12 12 17 12 12 12 3 3 12 12 12 1I 7 5 4 12 12 12 12 10 u 92 12 4. 112 15 3 200 4B 12 12 62 12 13 67 12 12 72 12 12 12 12 12 9 6 6 7 12 15 9 7 5 5 12 11 10 10 9 6 6 12 10 9 7 5 5 12 12 u 12 a it 0 7 6 5 4' 12 12 12 11 9 7 12 12 10 B 12 42 12 12 12 12 12 u 12 12 7 12 12 12 12 12 12 12 12 2 u 12 9 a 12 12 12 12 12 12 12 12 12 12 12 9 7 12 12 12 12 6 6 4 3 3 12 9 9 6 5 5 7 6 5 4 3 3 17 12 12 12 12 12 12 12 12 12 12 12 11 9 9 12 12 12 12 12 72 12 12 12 12 12 .12 to ID 12 12 12 12 12 12 l2 12 12 11 9 9 12 12 12 u 5 17 10 10 9 a 7 7 7 .1D 7 7 6 5 5 5 11 B 7 7. 6 6 6 10 7 7 5 5 6 6 5 4 4 4 12 9 9 10 9 12 12 12 12 12 12 12 12 11 7 7 7 12 12 12 12 12 12 12 12 12 12 12 B B 6 12 12 12 12 12 12 72 12 12 12 11 7 7 7 12 12 17 12 5 5 5 5 4 4 3 3 3 . 12 71 11 10 3 3 9 7 6 6 B 7 6 6 6 5 73 12 12 12 12 12 9 MA KIMININO 73 1Z 10 92 9 0 112 6 6 6 7 6 5 5 4 3 3 12 62 12 67 12 12 11 72 12 11 52 12 0 112 12 7' 700 ,2 6 V 510 b4� 16' ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REOUIRED FOR VARIOUS DESIGN LOADS AND SPANS L OAD • (W) ANCHOR TYPE MA (BEE NOTE 1) 7 011111111111111111111111 = Warr 9.074.0A00 0AL 0124074 E = /y1 PAK 153009.0J. common) I I 111 I■!I ▪ s i kTae r ti 0.9N.3,000 PAL 00110119111 mot Om 0,005 ►A4 001•112/1520) t61w.0AD60AJ. 6OMMIIT ) i il 0- Itttlttltltl 9. (1.011. 4WD 0.8400177217761 1 4 11 A 3•L. 92 12• 7047N.4000 0A4 00N1154 m1 112 12 200 12 12 MIN. 2" EDOE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO 5' - 6" 7' -6" 1 (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) IONNECTION CONNECTION CONNECTION TYPE TYPE TYPE 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 ANCHOR NOTES• 1. BEE SHEET 9 OP 10 FOR COMPLETE ANCHOR NOTES, a 6 B a 6 a 6 9 6 6 • 4 9 \ 4 V • • • • •••• 4 • 7 3 • • • • • 3 9 L 7 •• •• • • • • • • • • 9 0 7 31 • 12 9 12 9 12 p • • • • • • • • • • 12 7 12 6 • a 12 • • • •• • •• • •e u 7 12 6 • • • 6 12 7 12 6 • • • 6 12 7 12 6 i • •••• . • •••• • 12 7 u 6 • • •••• • • •• • • • •••• 5 12 7 12 4 •• • • ••• • • • • • 4 10 S a 7 •• • 4 10 5 B 3 1D 5 0 3 3 10 5 1 3 1D 5 0 3 10 5•.5 3 12 7 12 6 12 6 12 5 12 6 12 5 12 6 12 5 12 6 12 5 12 6 12 5 12 6 12 5 12 7 12 4 9 ` 5 7 3 5 7 3 9 \ 5 7 3 9 5 7 12 9 12 11 12 7 12 0 • 12 7 17 0 17 7 12 a 0 12 1D 12 7 7 12 D 17 7 7 12 a a 8 12 9 12 7 7 12 0 12 7 7 12 0 7 7 13 0 17 7 7 12 a 12 7 7 12 0. 1' re vl.TenT - 7 o.000 ALUMINUM KNEZEVICH & ASSOCIATES IN0. R111f17T1117�17771171177� STORM PANELS D0N0ULTINO ONGIHOE00 • P11000QT 1 07u'..T7.'LL'.'_JL•1 ..y .....u: 7 so 97 LIN9p67ry010VE•BUI'ISIW • MINIM Fl TTI7Z till= ^RI17 m • 3rscl �nl1AL081a91 - - - 11,1111mlLrip �� - 1oW 00001 KNO21YIOH 4 A09O0IAT19,1N4 5111♦- . •••• • • •••• k •• •• ••• • • • ••• • OAD (w1 ANCHOR'TYPE • MAX (SEE NOTE 1) ANOHOR NOTES; • 1.8EE 8HEETB OF10 FOR COMPLETE ANCHOR NOTES, U O -J 03 U 0 U 0 J 0 II 111111■II Tk-INAT .40 62 67 72 92 112 200 40 62 67 72 vz 6.9•111111111111111001111111 49 12 12 9 12 5_12 .0 7 12 3 0 3 5 0 72 11 62 12 10 7 13 4 9 3 5 0 3 6 3 5 � 67 it 7 6 11 3 B 9 5 a 6 3 5 1 5 6 11 3 B 4 0 6 ] 5 ` 5 0 6 5 6 3 5 4 6 B . 3 5 6 9 5 5 6 3 5 6\ 3 5 92 9 112 7 20D 6 1 2 3 4 5 1 2 3 4 5 1 2, 3 4 5 5 9 9 5 ANCHOR SCHEDULE • FASTENER MAXIMUM SPACING, ONCHEB) REQUIRED PON VARIOUS DESIGN LDADB AND SPAN& MIN, 2" EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO 5' - 6" 7' - 6" 10'_ (SEE NOTE 1) (SEE NOTE1) (BEE NOTE 1) CONNECTION • CONNECTION CONNECTION TYPE TYPE TYPE ' • • • • ••• • • ••• ▪ • • • • • • nue ® f7\�0 \0 Ot'1I\01pp` 92 1 200 40 o 62 T2 �\ 112 \ �, zoo 40 62 67 vs e�e�oei�eee�e� 1 enne�eeee�e� t rineneeeneen ee i �nneneNeeee�ennnm eiee �■IUmlalu111In1> rierugnemAe tin rovensimin �1���2, erne neeene7ti ennee�eieen �EDNFNT rvneeennemuiee%ne� eeieeennsrs e e 200 9 ee men , 7 3 9 , 5 7 , 7 3 •••• 4 • • ••.• 1116 oleo. 6 • • • •• • •••• • • •• •• •• • • • ••• • •••• • •• • • • •• • ••• • •.•• ••• • • •••• • •• • ••• • • •• •• • mirnrsmanor mrnzr.>_ 111mI,Ml7i7T 7 ■81PrO 7.17 Z: F13,71LL Cr'Pilv:.:v17 • MIME MI a .me■• �KNEZEVIOH & A8800IATE8 INC. OONDULTINO 06016869; • ►ROOUOT 1 TIRO 1101LUKN811W091b 6 00811 • R1Tl/OAFApU8,0. cOm 7HI(vs0 }000•vN6654) 1CO.Rp1tlp46L4 /ZfOT w°6rtawwwJOozo/vowom • *Lulu 1a•+ otww 410.0551 '•=Imam R KNO28VIOK L A0900IAT99, IND, k • • • r R •• • • •• • •• • •• • •• • • • • ••• • FASTENER • ANCHOR SCHEDULE LOADS ANO SPANS MAX SPACZNO (1N.) READ FOR VARIOUS DESIGN I EXISTING STRUCTURE , • • ' ANCHOR TYPE • • . LNI P MA F MIN. S/4 EDGE DISTANCE ' SPANS VP TO 5' -6' (me NGTE 1) SPANS UP TO 7' -6' (SEE Karat) SPANS UP TO 1d1 -6' (SEE NOTE 1) (SEE NOTE 1) CONNECTION 1 • TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 "CONNECTION 1 TYPE 2 5 G 5 ❑ 00M • 4a 12 12 12 12 u 12 12 10 12 11 13 9 7 ZZ a 421 12 II 11 12 12 12 11 a 12 9 11 a 6 TL 6 ____ 4>'•14 ___ 67 13 12 10 12 11 tI 9 T 12 6 12 6 6 12 6 ' ■ 1. !' M t . CQ R1 J .,t 2.111,1:1;r5 • 72 u 12 9 12 10 12 6 7 A 7 12 . 6 6 12 6 92 12 9 7 12 6 12 6 6 12 6 12 6 6 12 6 112 12 a 6 12 6 12 6 '6 II • 12 6 ( 12 6 200 '12 6 6 .12 6 12 6 6 12 6 12 6 6 12 46 12 12 11 12 12 12 12 a 12 11 12 9 6 12 a 62 12 12 9 12 12 12 71 6 12 •9 12 6 4 12 6 67 • 12 A a 12 11 12 9 6 12 a 12 6 C 12 73 12 12 7 13 10 12 6 9 II T 12 6 4 t2 6 92 12 9 6 12 a 12 6 4 12 6 12 6 1. 12 6 112 126 5 12 6 1 3 6 4 12 6 It 6 4 tZ 6 200 12 ,6 6 71 6 13 6 6 12 6 12 6 6 12 6 46 13 13 12 12 12 II 12 12 12 12 11 10 10 12 .9 62 12 17 12 12 12 II 11 12 10 12 4 6 12 7 �� *a:3=0=> Vl'a i l. 67 12 12 12 12 12 II 11 10 12 9 12 6 a 12 7 72 t2 11 l2 12 12 12 9 11 12 a 12 6 a 12 92 12 10 10 12 9 .II 6 6 12 7 11 6 6 12 1 112 12 7 a 12 7 12 6 a 12 7 1Z 6 a 12 7 200 12 4 6 12 7 12 6 a 12 7 12 6 a 12 7 ANCHOR NOTES: BE gNp�p L A AND STORM P ANEL ioWN SPANS A P S LOADS g S MUST U 1MSPACING T OS E SEE III TABLE 1. �� T E �� Tg 2 EQIJAL EDGE LOAD N SN LOAO 5 SPAN R ER THA OR EOUAL. TO SHUTTER SPA/{ 3 • .R COM SHALL NL 6 INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 64MINNIUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD MIFy THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7E �•( a. EOG�� O LO CE I S A C EC N F NO f AN1i1N ,W000 t30 s 5 o l3 O /4 'SUTH SE R RNN PIN E A O - R H EX HEA TER DENSITY. LA SCREWS SHALL HAVE T. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2' ENGAGEMENT OP THREADS IN BASE NCMOR ANO MIT AVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD ) SIDEWALK BOLTI, .O.N. a. DESIGNATES AN4HOR CONOIT70N5 WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHIN OR W E SCREW O 6 .C. OR 0.0 MAX. sPP LOCATE•PASTENER IN NARROW PORTION OF ING ANCHORS OLLY.ACINI3S SHALL NOT EXCEED KEYHOLE SECTOR COR SCOU HHEI WASHER. v<10444-20 TRUSS W HEAD 8 LTS UAEO E USED 94 LIEU OF V4-20 SIDEWALK BOLT IF •• ••• • • • • • •• • • • • • • • Oar • ••• ••• •• ' • Elzaa I)adJ PradadCoaual • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • •• • ••• • • • •• • 2 Z � Zi CI . 02/11/02 15:16 ••• • • • • ••• • • • • • • • • • • • • ••• • • • •• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ALUMINUM STORM FAu1.. MIN. SEPARATION FROM GLASS SCHEDULE • POSITIVE DESIGN LOAD(Wl 11..5F1 ACTUAL SHUTTER SPA( (FT - IN) ,•INIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE • (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE ((NCHES7 BAR NO BAR • NO B 30.0 • 3- 0 Z 3 1 -1 /a ' 4 -0 2 3 • 1 -1/4 5- 0 2 • 3 1 -1/4. • • 7 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -314 3 - 3 -3/8 40.0 3- 0 2 .' 3 • 1 -1/8 4- 0 Z 3' . 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 1 3 -3/4 3 -3/4 3 ..1/2 • 50.0 • 3- 0 2 ' 3 1 -1/8 4 -0 2 3 1-1/4 5- 0 2 • 3 1 -3/8 7 - 0 2 3 1 -3/4 8- V 2 -3/4 3 2 -3/4 9- 5 3 -3/4 3 -3/4 3 -5/8 • 60.0 • 3- 0 , 2 3 1 -1/8 4- 0 2 3 1 -1%4 • 5- d Z 3 1 -3/8 7- 0 2 3 1 -7/8 B- 8 3 3 ' 3 9- 0 3 -3/4 3 -3/4 3 -1/4 70.0 c4 - 0l : 2 1 -1/8 • 2 1 -1/4 • 5 0 2 3 1 -3/8 • 6 -0 1 3 1 -7/8 7 -0 3 3 • 3 8- 8 3 -3/4 3 -3/4 3 • 1 ALUMINUM STOP,M PP11EL T • SPAN SCHEDULE A 8 1, E 1 NEGATIVE OESIGN LOAO W (PS F) 30.0 35.0 40.0 45.0 • 50.9 55.0 60.0 62.0 65.0 67.0 70.0 • 72.0 t . 75.0 • 69.0 90.0 100.0 110.0 812.0 • 20 fl0.0' 140.0 150.0 .160.0 170.0 180.0 190.d 200.0 FOR ALL MOUNTING CONDITIONS L .MAX. • (FT -INI 10 - 6 10 -4. 10 -0 9 -8 • 9 -.5 9 -2 8 -9 8 -7 8 5 8 -2 7 -10 7 -7 7 -3 '6 -10. 6 -1 5 -6 5 -0 4 -10 4 - 4 2' 3 -11 3 - 8 3 -5 3 -2 3 -0 2 - 10 , 2 -9 T A B• l E 2 NOTES■ 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.l. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2. ENTER TABLE 2 WITH PO4I 8E.SjGNto4 • • • • • 70 DETERMINE MIN. SEPANIATION FROM MA ASS. • •• • • • • ••• • 3. FOR DESIGN LOADS BETWEER TAB Alto ALtI$4 • • • • • • • USE NEXT HIGHER LOAD eQ U1161 I'1 EI & AT(ISN MAY BE USED TO DETERMINE ALLOWABLE SPANS. •.. ABOVE SCHEDULES 1 2. 2 ARE FOR USE WITH .050^ ALUMINUM STORM PANELS ONLY. • • • • • • • • • • • • • • • • • _• • • • • 4 • • • • • • •• • • • •• • • •• • • • • • • •• • • • •i• • ••• • •• • Approval a• cool PlorHda 8dabg Dote ROAN DH•ol1 •..Proldd Dl drtoa 0. • • •1L t with m• 1 d z tut 1-0 O' O. me CO: d es d a xr O w� Z Ya ) sheet 10 of 10 02/19/82 15:20 ••• • • • • ••• • • • • • • • • • ' • • • • • • •• • • - • • • • • • • • • • • • •• •• • • • •• •• ••-• • • • ••• • • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date o2 00 Job Address .A,17 Al 507 Folio // 302( 0/3 `f `rO / / S� %�//7 .5ler, 74. Legal Description Historically Designated: Yes No Owner/Lessee / Tenant ' 1D1 a ( 4 ) h S o Master Permit # 4, b77 7 Owner's Address 3 7 Ly) r 0 Phone Y 3�j� ~� f6 ) 79 4 --- (�d`1/j�f &-c SS #/ Phone Contracting Co. iyy �,..� 4v� �,dI j'lt // )?r Address Qualifier State # Architect/Engineer Bonding Company Mortgagor Address Municipal #.- Competency #fTe$C-r.>/de Ins. Co. Address Address ��. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 4, Square Ft. 9 -rp WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. Estimated Cost (value) . 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. Furthermore, I authorize the above -named contractor to dgte work stated. e of owner : d/or Condo President No as to Owner and/or Condo President Date My Commission Expires: Met Fahtmtv3w. 9 752 mission cce4 to PI* ) *piresMay22.2001 5ti 1T ('rS t i a tUiiAcia,a 5 _ FEES: PERMIT 1 6 2.. 9-5 RADON Signatur of Contractor or Owner - Builder 9 / ( —L Notary as to Contractor or Owner - Builder My Commission Expires:.,, Mehroad Fahimlpour * , , j *My Commission CC54 9752 '.,�� •�� Expires May 22, 2001 C.C.F. — t . O NOTARY • BOND TOTAL DUE / (n 7- Or Date Date APPROVED: Zonin g �B ; G Buil ' V1 / / / Electrical Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. //3a ate 13 V9-S STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: t, / e. /az cZeeer, 10ig Wf:chit/AEC y � A A 6' , rL 2. Description of improvement: 4A'a/A •' i/D SII6PlEAS 3. Owner(s) name and address: D /WAr le4502,1 site A46. /0.2 she* --7 iviAt sio fes K/Ahe , 7 Interest in property: re owe/2 Name and address of fee simple titleholder: ,11� 4. Contractor's name and address: // je G/. •.ZLi 41,At730%4/ Notary Public Print Notary's Name My Commission Expires 73 A'. xS.STz T 5. Surety:(Payment bond required by owner from contractor, if a n 1 TE OF FLORIDA, COUNTY OF DADE Name and address: Amount of bond $ 6. Lender's name and address: Ma Signature of 0 er Print Owner's Name Atow, Hulk ,/� �I//SDw Sworn to and subscribed before me this day of .. .e ' I HEREBY CERTIFY that this isa tr egyofthe onglnal filed i hI. office n ,.i da of WITNESS my ha r �� H ARVEY RUVIN 1 �. A • )y.z.t. /7J - .f / -Js y- c , 20 Od 008311628 2000 JUN 28 11:18 , A D 20 fficrel Seal. of Circuit and County Courts D.C. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 7. Persons within the State of Florida designated by Owner upon whom notices or of r documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to-himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Prepared by Address: 73. l S t 1. yezcsr. fria ;f assw• i ■ u r t • SSS ■111..../ • 1 ... ...1 ! •.., ..tl . m1 ti NUM MOON- ....wawa. O.NNtmt.. Nt....NNN. ... .. .. . m ....mYN.. ..Nm.mm. m .NN.N. NNNNNN ....NNNNm ..NN..O.. awasumams NNU.tNNNN u.NNN.m.N tt..mm...N .Ntt..m..... NmN.mN.N NNNNmm Nmt.mm .NNmm N.mNm. .NNNN.m. mtmmNN N.m.mt.m SINUMUMENI MIUMMUMMIUMIN .NmN.NN .NNNONNN MINMENENN NNm. m.NNNtm N.mm NOUN N..N.NN. . mNNNNm .Nm.ttt..... NINNUSSIONIN N.N.. MINNOUSSUNININ .NNNmm .Nmt.Nm t..tNNtmm t...N..N..N .N.NNmNN ... mNm.m .t.NNNNNN NIINIUSIMIMUNIN MUMENNIONNIN NOM .N.m.mN ...msN...N NNNm.tm NININNINEIN SUSINNIUMEMS INIONIMNIONEUM ttN.mmm IIIIMMINNUMMINE MONNUMEN N.NNNm SINUMMUM ...mNNm. .NNNNNNN •.- --- ............ N...m.N N.NONN. • n. m. t.NNm.N NN.N...NN tNNmtm MOINSUMINIM INESSEINUININ MINIMUMUNI .N......NNNm N..mmmm N..NNmNN UNINNUOMUMM INSEINIMMUMUS • .N... p•g � •m .N�. ....NNNwm. SMONEMEINNINSUUE - .tmmmm. .ham MOUNINEINNII ..NNmm.m . • ...O. MENUMMUNIS •mNmNNN .NN..NNN... t....NN NNtmmwm .aNumY.Nt/ .mNN..m.. MMENINEINMUN NNNN.m. NNmm UNIMMIN NONESIONIMIN MININEINUMMUS .m.mmN..t •mmm o.mNNN.N SUMUUNMESIOU NNNNm..N mmN.Nm.. N....... N.. N NN. SIMIIMENNU •• MEINENNIMIN NN.Nm ...m ON MUNIMINEUMN MINUMMUSEN NEMINUMENNI .N..ONNm atanammaso uniammommusaies aimmumama mmN..N.m ...Nm.tNm NOINEMEMEM ICONS ..NNmm. ...N.NN...t .NN.N.Nm MIUMNININNIN MIONSUNNNIUM .N..NNN.. MMONSIMEININN IINNOUSEMINSU NN mua. tNmmMN mmNmm mNmmN MENEINIUMME . pN• .N..N ..mmmm NoNNmt FLORIDA SCREEN ENTERPRISES 15201 NW 34TH AVENUE, OPA LOCKA, FLORIDA 33054 -2449 PHONE (305) 687 -0424, FAX (305) 687 -3008 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official To Whom it may Concern; We are the Dade County Notice of Acceptance Holder for the 450 Series 050 Aluminum Storm Panel under 98- 0916.04 This letter authorizes to use our 450 Series Aluminum Storm Panel under 98- 0916.04 to be used on the following job: Sincerely, John J. Gusmano Sales Manager This fonn matt accompany the application for the building permit w4 shall become pmry of the permit document. The authorized signature mutt bear the raised real of the company holding the Dade Coutry Notice ojAccepamca MANUFACTURERS OF QUALITY SCREEN AND COMPONENTS s t MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Screen Enterprises 15201 N.W. 34 Avenue Opa Locka FL 33054 -2449 Your application for Product Approval of: (305) 375-2902 FAX (305) 372 -6339 0.050" Aluminum Storm Panel Shutter 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.:98- 0916.04 (Revises No.: 97- 0212.02) Expires:03 /05/2001 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approvcd: 01/28/1999 1 of 3 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 rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Florida Screen Enterprises ACCEPTANCE No.: 98- 0916.04 APPROVED . • JAN 2 8 1n " EXPIRES March 5, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 97- 0212.02, which was issued on March 5, 1998. It approves an Aluminum Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 The Aluminum Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -501, titled "0.050" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 6, 1996, last revision #4 dated December 21, 1998, sheets 1 through 6 of 6, 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 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1-1 Helmy A. akar, P.E. - Product Control Examiner Product Control Division 2 of Florida Screen Enterprises 2. 3 of 3 ACCEPTANCE No. : APPROVED EXPIRES 98- 0916.04 JAN 2 8 1999 March 5, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 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 purposes. 6. The Notices 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 I, 2 and this last page 3 END OF THIS ACCEPTANCE ,// fle%(---. //6 7 Helmy A. Ma ar, P.E. - Product Control Examiner Product Control Division wir c /0/501J �3 7 A /a2 7rn/J?77 / 5A,-r ' NA . ‘fi 7,rso* 37y$ 4 i:,-M i , x/.5o - / - f3O c z Atvii 2 - )x • 3 )714.115 612yv e i tice•7' 0 -ve0-& 7 / / /,,z/ " A I MIAM3 -DADE Mit PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah FL 33010 Expircs:01/23/2003 Approved: 12/09/1999 1 of3 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BC:LDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1 -10 WEST FLAGLER STREET. SUITE 16:3 MIAMI. FLORIDA 33:30-If t (305) 375.2901 FAX 1 305) :75.2GA CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -2. CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX L305) 375 -25-:5 PRODUCT CONTROL DIVISION (305) 375-2902 FAX 305) :72.63: Your application for Product .Approval of: Series 6800 Aluminum Horizontal Sliding Window 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 Mian -Da 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 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.:99- 0908.02 .1 Raul Roancuez J Chief Product Control Divizior.. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product .Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana. R.A. Director Miami -Dade County Building Code Compliance Of Internet mail address: postmaster (gbuildingcodeonline.com Srg) Hontepage: htlp : / /www.huildingcudeoniine.com ' Yale Oaron Manufacturing Co. 1. 2.1 2 of 3 ACCEPTANCE No.: 99- 0908.02 DEC 0 9 1999 APPROVED EXPIRES : January 23. 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0823.01, which was issued on January 23, 1, ; o� 7. :. approves- an aluminum horizontal sliding window, as described in Section 2 of this Notice c: Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for N:iarn:- Dade County, for the locations where the pressure requirements, as determined by SFBC C apte: 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The Series 6800 Aluminum Horizontal Sliding Window and its components shall be cons c-ucte: in strict compliance with the following documents: Drawing No. W96 -25, titled "Series 680: Sliding Type Window", prepared by Al- Farooq Corporation, dated August 1, 1996, :evised o- November 26, 1996, sheets 1 and 2 of 2, signed and sealed by Dr. H. Farooq, P.E., bearing tl:: Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number ar.: approval date by the Miami -Dade County Product Control Division. These documents sha: 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. 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): the installation of this unit will require a hug :.can protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state an 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, cselectedtfo Section proposed intstallation. ( Acceptance, clearly marked to show the components 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. Manu I Perez, P.E., Product Contr Examin Prod ct�t Co itrol Division Yale Ogren Manufacturing Co. 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE 3 of 3 ACCEPTANCE No.: 99- 0903.02 APPROVED DEC 9 19:4,5 EXPIRES : January 23. 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed a.-d the original submitted documents, including test - supporting data, engineering documents, are no older than eigF: (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, a. -d the following statement: "Miami -Dade County Product Control Approval ", 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 t.`:is product and the product is not in compliance with the code chanties. 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 in ::ially 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 (throu_:i 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 ether purposes. 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 entirerv. 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. Man • Perez, P.E., Product rol Examiner Prod. • ontrol Division 'MIAMI- DADF` ; BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING f40 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 Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 580 Aluminum Single Hung Window and Dual Action Window 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.:99- 0219.02 Expires :11 /14/2002 PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah FL 33010 Approved: 04 /15/1999 Internet mail address: postmaster @buildingcodeonline.com tA tt- MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING Raul ,Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. ranclsco . • ulntana, Director 1 of 3 Miami -Dade County Building Code Compliance Office Hotnepagc.http://www.buildingcodeonlIne.com Yale Ozron Manufacturing Co. ACCEPTANCE No.: 99- 0219.02 APPROVED : APR 1 5 1999 EXPIRES : November 14, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 1014.02, which was issued on August 20, 1998. It approves an aluminum single hung and a dual action 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 580 Aluminum Single Hung Window and Dual Action Window and its components shall be constructed in strict compliance with the following documents: Drawing No W97 -38, titled "Series -580 Single Hung Window ", Sheets 1 through 4 of 4, dated 10/10/96, with revision "A" dated 5/19/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 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. 4. INSTALLATION 4.1 The aluminum single hung (dual action) window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 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 Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2of3 Manue Produ erez, P.E. Product Control trol Division amincr Yale Ogron ManufacturinE Co. ACCEPTANCE No.: 99- 0219.02 . 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. APPROVED : APR i 5 1999 EXPIRES : November 14, 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. Manuel erez, P. E., Product Cony - Examiner Produc rol Division END OF THIS ACCEPTANCE 3 of 3 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. DSB- ANNEALED GLASS 3/18 " - ANNEALED GLASS WIDTH HEIGHT EXT. INT. EXT. INT. 19 -1/8' 26 -1/2' 37' 53 -1/8' 26' (3) 60.7 262.8 60.0 300.0 60.7 165.9 60.0 274.8 60.7 108.8 60.0 194.1 - - 60.0 127.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' (3) 60.7 202.1 60.0 - 202.1 60.7 133.0 60.0 145.9 60.7 82.0 60.0 104.5 - - 60.0 72.8 19 -1/8' 26 -1/2' 37' 53 -1/8' 50 -5/8' (5) 60.7 152.3 60.0 276.0 60.7 105.5 60.0 192.3 60.7 70.0 60.0 124.9 - - 60.0 75.1 19 -1/8' 26 -1/2' 37' 53 -1/8' 57' (5) 60.7 133.6 60.0 236.9 60.7 92.5 60.0 168.7 60.7 64.4 60.0 117.2 - - 60.0 69.5 19 -1/8' 26 -1/2' 37' 53 -1/8' 63 (5) 60.7 119.7 60.0 209.1 60.7 82.9 60.0 150.9 57.7 57.7 60.0 105.0 - - 60.0 65.4 19 -1/8' 26 -1 /2' 37' 53 -1/8' 74 -1/4' (5) - - 60.0 171.3 - - 60.0 123.6 - - 60.0 87.9 - - 59.8 59.8 N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB SERIES -580 ALUMINUM SINGLE HUNG WINDOW COMPARATIVE ANALYSIS CHART BASED ON FTL -1170 DATED 12 -18 -95 TEST SIZE - 37' X 50 -5/8' (1 OVER 1) TEST LOADS - +105.0, -105.0 PSF DESIGN LOADS - +70.0, -70.0 PSF WATER INFILTRATION TEST a 9.1 PSF TESTED GLASS - DSR - ANNEAI FE) IMPACT RESISTANT SHUTTERS REQUIRED BASED ON FTL -1171 DATED 12 -18 -95 TEST SIZE - 53 -1/8' X 74 -3/16' (1 OVER 1) TEST LOADS - +90.0, -90.0 PSF DESIGN LOADS = +60.0, -60.0 PSF WATER INFILTRATION TEST - 9.0 PSF TESTED CLASS - 3/16' ANNFAI FF) NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. WINDOW WIDTH A i • 19' MAX. HEAD & SILL Env.. OR. HUMAYOUN FM000 STRUCTURES FLA. PE 16537 D ; JAMB ANCHORS SEE HEIGHT COLUMN AT LEFT FOR EGRESS WINDOWS DETAILS AND CAPACITY SEE SHEET 4. FOR COMPONENT SIZES SEE SHEET .i. APFROVED AS COMPLYING WITH TNF SOUTH FLORIDA BUILDING CODE OAi L Ig EY PRCCL" Cl'l'16O.. D'V'S BUILDING C00E COMPLIANCE OFFICE ACCEPTANCE NO 11 - 2 1C • In -,. 0 w � CO 0 M CO - �lL 3 R 10 1 8 e n 0 0 U v ii drawf� W96 -38 (sheet 1 of 4 ITEM # PART / RIO. DESCRIPTION REMARKS 1 YE -169 1 FRAME HEAD 6063 -T5 2 YE -167 1 FRAME SILL 6063 -T5 3 YE -102F 2 FRAME JAMB 6063 -T5 4 YE-152F 1 FIXED RAIL 6063 -T5 5 YE -151C 1 VENT TOP RAIL 6063 -T5 6 YE -166 1 VENT BOTTOM RAIL 6063 -T5 7 YE -92D 2 VENT JAMB 6063 -T5 8 AS REQD. GLAZING BEAD ROLL FORMED ALUM. 9 10 2/ VENT BLOCK 6 TACKLE BALANCE • 11 YH -511 AS REQA BULB VINYL PVC (SINGLE) 12 YH -510 AS REQD. BULB VINYL PVC (SINGLE) 13 YH -509F AS REGD. PILE - SCHLEGEL .187 X .250 FIN SEAL (DOUBLE) 14 YH -504 2 VENT LATCH NYLON OR CELCON 14A YH -315 1 CAM LOCK ! CENTER OF VENT ZAMAK 15 N 10 X 3/4' 8 FRAME ASSEMBLY SCREVS PLATED CRS. 16 N 8 X 3/4' 2 FIXED RAIL SCREVS CAD PLATED CRS. 17 N 8 X 1' 4/ VENT VENT ASSEMBLY SCREVS CAD PLATED CRS. ■•\ ) z 3/4' VEEP -NOTCH AT EACH END 1 • •4 . • • • 3/16' TAPCONS ! 6' FROM CORNERS 119' 0.C. MAX. 3/16' TAPCONS -! 6' FROM CORNERS I 6 19' O.C. MAX. '.1/4' MAX. SHIMS DSB -ANN. GLASS OR 3/16'- ANN. GLASS SEE CHART OPTIONAL LATCH 4 • WINDOW CAN BE SUPPUED WITH CAM LATCH AT MTG. RAILS OR SPRING LOADED LATCH AT SILL N t 3/16' X 2 -1/4' TAPCONS ! 6' FROM CORNERS L 24' O.C. MAX. WOOD BUCKS N01' BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. GLAZING METHOD; EXTERIOR GLAZED WITH ROLL FORMED ALUM GLAZING BEAD. USE ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5555 OR EQUIV., COLOR TO MATCH GLASS & METAL FINISH SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS: ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. PICAL ANCHORS: A) INTO 2 BY WOOD BUCKS 1 -3/8" MIN. PENETRATION INTO WOOD B) THRU 1 BY WOOD BUCKS INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY I BY OR 2 BY W000 BUCK 1 BY OR 2 BY WOOD BUCK DSB -ANN. GLASS OR 3/16'- ANN. GLASS SEE CHART 1.625 WINDOW WIDTH 1/4' SHIM MAX. _ V000 BUCKS NOT BY YALE OGRON MUST SUSTAIN IMPOSED LOADS • ENE ® I 1111011\1\1111\11\11. . • -("7 G Engr. DR. HUMAYOUN FAR000 STRUCTURES FIA PE • 16557 • 3/16' TAPCONS r SEE COMPARATIVE ANALYSIS CHART FOR SPACING • • APPROVED AS COMPLYING Wf i TIE SOUTH FLORIDA BUILDING CODE DAT 9 BY PRODUC CO 01. DIV:S.ON LDRIG CODE COMPLIANCE OFFI E ACCEPTANCE NO, le 'nil • 03 a 0 0 U r 10 C O U 0 X) u 0 0 cc z 1 drawing no. W96 -38 sheet 2 of 4 1.334 2234 .062 FRAME HEAD YE -169 6063 —T5 F-1 .062- FIXFD BAIL YE -152F 6063 —T5 3.124 VENT TOP RAIL YE -151C 6063-15 .812 L 2.344 VENT BOTTOM RAIL YE -166 6063 —T5 1.437 FRAME SILL YE -167 6063 —T5 3.062 VENT SIDE RAIL YE -900 6063-15 1.186 FRAME - tee FRAME JAMB YE -102F 6063 -15 2.110 2.3 f 1.359 EGRESS FRAME CORNER DETAIL L.125 L1.068 -1 EGRESS CHAIR EXTRUSION YE -25 6063 —T5 2.675 EGRESS HEAD & Sit YE - 1 72 6063-15 3/4' WEEP NOTCH AT EACH END OF SCREEN RETAINING CUP EC, RESS JAMB" YE -171 6063-15 S.H. FRAME CORNER DETAI S,H, VENT CORNER DETAIL Engr. OR. HUUAYOUN FAR000 STRUCTURES RA PE / 16337 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ! is g BY PRODU Co R0: 01VS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO n -021 7 O 2. shoat 30 4 drawing no. W96 -38 TYPICAL ANCHORS • r . SEE ELEv. FOR SPACING _1/4' MAX. OPEN CELL FOAM PAD AT EACH WEEP SLOT GLAZING SEALANTS AND PADS SEE SHT. 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING VEEP SLOTS EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE HUNG WINDOW SIZE OF SUB -FRAME = 37" X 50 -5/8" SIZE OF S.H. FRAME = 35 -1/4" X 48 -7/18" 1 BY OR 2 BY WOOD BUCK 37' MAX. WINDOW WIDTH ■ ■ MB ANN. CLASS ■ / , i 1 BY OR 28Y WOOD BUCK • EXTRA ANCHOR FOR 75 PSF RATING ONLY ZINC DIE CAST 3 PT. LOCK 8AR SYSTEM ROTO HARDWARE IAIKNON 1100 W/ PLASTIC KEEPERS YE -172 YE -25 YH -570 YE -169 YF -23 • YH -570 YF -25A YH -934 TH-940 TH -942 YH -944 . YE -171 YH -571 HEAD & SILL EGRESS CHAIR EXTRUSION 4 BAR HINGE WEATHERSTRIPPING CHAIR SUPPORT SCREV LOCK BAR GUIDE 3 POINT LOCK BAR OPERATOR PLASTIC STRIKER EGRESS JAMB FOAM TAPE BLACK V -786 0 10 X 3/4' SMS CAS REQD.) 6063 -T5 STAINLESS STEEL 6063 -T5 " 6063 -T5 010 -24 X 5/8' HS PH SANTOPRENE 0 8. X 1/2' TEKS PH ROTO HARDVARE ROTO HARDVARE ROTO HARDWARE ROTO HARDWARE 6063 -T5 NORTON 3/8' X 188 • CAD PLATED STEEL DESIGN LOAD RATING FOR THIS SIZE OR SMALLER 75.0 TYPICAL ANCHORS: A. IF INTO 2" BY WOOD BUCKS 3/16" DIA. TAPCONS WITH 1 -3/8" MIN. PENETRATION INTO W000 B. IF INTO 1" BY W000 BUCKS OR INTO MASONRY 3/16" DIA. TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY WINDOW WIDTH FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 & 2. FOR COMPONENT SIZES SEE SHEET 3. 1/4' SHIM N 19 1998 VOOD FUCKS NOT BY YALE OGRON MUST SUSTAIN IMPOSED LOADS • TYPICAL ANCHORS rSEE ELEV. FOR SPACING DAT R BY PRODU C0h ROL DIVISION BUILD! E COMPLIANCE 01110E 4CCEPTANCE NO. 97 - 42/7 . 01_ C\ . q LAI u 0 0 = e k drawing no. W96 -38 sheet 4 oT 4 ) • i '.MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami, FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION • Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Fixed Window 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.:99- 0629.01 Expires:09 /07/2002 THIS IS TI-IE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:08 /19/1999 Internet mail address: postmaster© buildinl;codconline.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 Raul Rodriguez Chief Product Control Division IzAk. -rancisco Quintana, R.A. Director •.y. 1 of 3 Miami -Dade County; Building Code Compliance Office 11omepage: http : / /www.buildingcudconline.cont Goni Glass Sales & Services Corp. ACCEPTANCE No. : 'F APPROVED • EXPIRES : Scptcmbcr 7.2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 99- 0629.01 AUG .1:. 9 .1999 1. SCOPE . 1.1 This renews the Notice of Acceptance No. 97- 0721.05, which was issued on November 13, 1997. It t approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, : C for the locations where the pressure requirements, as determined by SFBC Chapter 23, do .not : t exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 . The Aluminum Fixed Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W97 -11, titled. "Gopi Picture Windows," prepared by Al- Farooq Corporation, dated June 24, 1997, Sheets .1 thru 4 of 4, with revision A. dated 10/31/97. on • Sheet 1 of 4, 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 of interior or exterior single glazed, aluminum fixed windows, as shown in approved drawings. 4. INSTALLATION , 4.1 The aluminum fixed window and its components shall be installed -in strict compliance with the approved drawings. 42 The installation of this product will require a hurricane protection system 5. LABELING 5.1 Each panel 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 Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of Manu' Pere , P.E., Product Cont xaminer Prod. - ontrol Division L.. • . Gopi Glass Sales & Services Corp. APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, arc 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 Approval ", 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 purposes. 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 bc provided to the user by the manufacturer or its distributors and shall be available for inspection at, the jbb site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and .removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page.3. . END OF THIS ACCEPTANCE 3 of 3 ACCEPTANCE No.: 99- 0629.01 AUG 1 9 1999 EXPIRES : September 7, 2002 Manuel P Product t i rez, P.E., Product Control miner ont ol-Division MIAMI.OAUE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialctah FL 33010 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 Aluminum Tube Mullion 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.:98- 0923.02 Expires:12/28 /2001 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS isUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. 1 of e Approvcd:01 /14/1999 Internet mail address: postrnester@buildingcndennline.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 Raul Rodriguez Chief Product Control Division rancisco Quintana, R. Director Miami -Dade County Building Code Compliance Offi Itornepage: http : / /www.buildingcodeonline.enm 4F� • t . • .,y: Yale Ozron Manufacturine Co. 2 of 3 ACCEPTANCE No.: 98- 0923.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JAN 1 4 1999 : December 28. 2001 1. DESCRIPTION OF UNIT 1.1 This renews the Notice of Acceptance No. 95- 0515.09, which was issued on December 28, 1995. It approves a structural mullion system as described in Section 2 of this Notice of Acceptance for the windows specified below, 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 Unclipped Aluminum Tube Mullion System is an extruded aluminum rectangular tube structural member used for top -and- bottom and side -by -side installation. Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No M95 -06A, titled "Mullions Details ", Sheets 1 through 3 of 3 datcd 11/20/95, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Mullions are to be used only to support Windows and Doors, with a current Notice of Acceptance. 3.2 The maximum mullion span (length) shall be: 144" max. for 2" x 6" mullion, this dimension is reduced for smaller size mullions. 3.3 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The unclipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 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 oft he following: 6.L1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and /or fixed litc attached to mullion. 6.1.3 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. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installat' n of this syste Man 1 Perez, P.E. Produc Prod atrol Division ntrol Examiner Yale Oaron Manufacturing Co. ACCEPTANCE No.: 98- 0923.02 APPROVED : JAN 1 1 f 1999 EXPIRES : December 28. 200 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 I, 2 and this last page 3. (21111' Manuel erez, P.E. Product Co -Examine Product Division END OF THIS ACCEPTANCE .3of3 IM. / .. t t • I - I 1 : 1 1 1 1 / 7.1 / CI00- 4 -e -4.,6 .• / 0_4.-- -f . - -• . 8 . 1 I I 1 • 1 : Fes- 6' TYP. b--- AVG. SPACING - a. -12' TYPICAL AORB FRAME I.G. WINDOW 6063 -T5. -. FALSE MUNTINS <SURFACE APPLIED)' :. MAY BE USED i- A;::`C'Y " ^,. _ Wit r ° -.!f • ate: L�.�D '+'�.. . .500 -71 --.062 GLAZING STOP 6063 -T5 1.875.1 .062 TYP 1 .812 FRAME 0.G. WINDOW 6063 -T5 A D A OR B DIM. A . OR B DIM. TYPICAL ELEVATIONS GLASS 3/16' ANNEALED 1/4' ANNEALED OR, 3/16' TEMPERED USE IMPACT . RESISTANT SHUTTERS AS REQUIRED' ..BY SF'BC. NOTES • 1. THIS STRUCTURE IS DESIGNED AS PER THE' SOUTH FLORIDA BUILDING CODE 1994 ED(T1ON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING !DADS. . 2. W000 BUCKS 8Y OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS'TO THE STRUCTURE. 3. ANCHORS SHALL:BE AS LISTED, SPACED AS SHOWN. ON DETAILS. ANCHOR EMBEDMENT TO BASE.. MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. . • A.OR B DIM. PRODUCT RENEWFONGT,F, LITE PICTURE WINDOWS ACCEPTANCE Na. 0 ),91 O EXPIRATION DATE ��� } ObZ BY LL.._ 01 • P' /DUCT CONTROL DIVISio B + ► r 'G as ' E COMPLIANCE O Engr. DR. HUMAYOUN FAR000 STRUCTURES FL&. PE f 18557 A OR B DIM. A DR B DIM. 1 1 1. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. APPROVED. AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ► _1. ::: 19g. BY 744 �� ' PROOU ' .ONTROL DIVISi0 6 COM OFFICE ACCEPTA NC CODE E N0- q '721.0 co n to (0 w tn 0 n d- n o Lt.) r) 0 Q 1 0 — 00 CO N • <L J 0 0 0 0 C c 0 . 4> 0 a U 0 0 0 0 0 0 ) a CI • drawing . no. W97 -1 1 (shoat 1 of 4) 6 10 SMS 'OR ... :..... 3/16'x2-1/4' ..TAP_ CON L+ 6' FROM ENDS 5 12' O.C. TYP. L k 10 SMS OR 3/16'x2-1/4' TAPCON 6' FROM ENDS 11.12' O.C. TYP. GLASS AS PER TABLE 3/16'- ANNEALED 1/4' - ANNEALED 3/16'- TEMPERED J BY OR 2 BY W000 BUCK . INSIDE GLAZED WINDOW 1 iH _# 10 S.M.S. 0 12' O.C. DADE COUNTY - APPROVED MUWON k MUWON ANCHORS wr: 1 i ummaimwei MAX. 4. • n d 3/16'x2 -1/4' TAPCON e 6' FROM ENDS $. 12' O.C. TYP. MAX. N 10 SMS OR — 3/16'x2 -1/4' TAPCON e 6' FROM ENDS & 12' O.C. TYP. a 1/4' SHIM 1/4' SHIM - • • 1 BY OR 2 BY W000 BUCK 4 '^ . :s <a OUTSIDE GLAZED WINDOW c -5 1/4' MAX. SHIMS GLASS AS PER TABLE 3/16'- ANNEALED 1/4' - ANNEALED 3/16'- TEMPERED If 10 SMS OR 4. — 3/16'x2 -1/4' TAPCON e 6' FROM ENDS 6 12' 0.C. TYP. WOOD BUCKS NOT BY GOPI, MUST-. SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFEF2.THEM TO THE BUILDING STRUCTURE. : TYPICAL ANCHORS TO BE AT 6" FROM CORNERS AND 12" SPACING. - FOR -1" BY BUCKS 3/16" TAPCONS ONLY, 1 -1/4" MASONRY EMBEDMENT FOR 2" BY BUCKS # 10 SMS WITH 3/4" WOOD EMBEDMENT 3/16" TAPCONS WITH 1" WOOD EMBEDMENT it 10 S.M.S. 0 12' O.C. DADE COUNTY APPROVED MUWON k MUWON ANCHORS Fnq r. OR. 1 iUMAYOUN FAROOQ STRUCTURES FL4. PE f 16557 � 31997 PRODUCT RENEWED ACCEPTANCE No. ( 19 - o ) -- •d+ EXPIRATION DATE By PR ' DUCT CONTROL DIVISIO BUILD 0 CO COMPLIANCE APPROVED AS. COMPLYING' WITH THE SOUTH FLORIDA BUILDING. CODE DAT ► VE 3 19 q B PROD ONTROL DIV:S; BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 9 2 " P1 Zl .C5 drawing no. W97 -1 1 (sheet 2 of - 4 DESIGN LOAD :CAPACITY -- PSF 10 SMS) - : • DESIGN LOAD CAPACITY .:- " PSF (# 10 SMS) ::. WINDOW DIMS. • 3/18 - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED WINDOW DIMS. 3/18" - ANNEALED 1/4" - ANNEALED 3/16" - .TEMPERED A/B . :... A/B -:EXT. ' ' INT. ' ; EXT. - INT. EXT. INT.: • • . A/B . _ A/B : EXT. • • ::INT. :`:• • ' .. EXT. • INT.-.: • EXT. . ,.. - : INT. 19 -1/8" 26 -1/2" 37 ^ _ 53 -1/8" . 26" . • 77.9 ••:•. t, 77,9. 120.0 109.2 110.0 :. 109.2 '. 24" .. 36 ".. 48" B0" . } . 2 }" 62.1 -' 62.1 95.6 87.0 .. 110.0 .:• 87.0_ ... 62.1 62:1 94.2:: 87.0 110.0 57.3 57.3 88.3 .:. 80.3 ..110.0 . 80.3 62.0 62.0 - 83,7 83.7 110.0 . • 87.0 . . 57.3 . 57,3 • • 88.3 80.3 • .. .1 10,0 . 80.3 -- 58.1 58.1 78.5 78.5 110.0 87.0 56.8 - : 56.8 76.7 . • . .76.7 110.0. 80.3 19-1/8" 26-1/2" 37" 53 -1/8" 38 -3/8" 77.7. " 77.7 104.9 • 104.9 . 110.0 109.2 24" 36' 48" 60" • 36" 62.1 62.1 94.2 87.0 110.0 : 87.0 41.4 41.4 • 63.8 58.0 100.3 58.0 56.2 56.2 . 86.6 78.8 110.0 78.8 . 41.4 . 41.4 63.8 58.0 98.8 58.0 40 3 40.3 62.0 56.4 97.6 56.4 41.4. 41,4 59.8 58.0 88.3 58.0 38.8 . 38.8 59.8 54.4 90.7 54.4 19-1/8" 26 -1/2" 37" 53 -1/8" 50-.5/8" 72.0 72.0 97.1 97.1 110.0 109.2 24" 36" • 48" 60" 48" 62.0 62.0 83.7 83.7 110.0 87.0 41.4 41.4 63.8 58.0 98.8 58.0 56 .2 56.2 77.0 77.0 110.0 78.8 • 31.0 31.0 47.8 43.5 , b 75.2 43.5 40.3 40.3 62.0 56.4 94.7 56.4 31.0 31.0 47.8 43.5 75.2 43.5 29.4. 29.4. • 45,3 41.2 71.3 41.2 19 -1/8" 26 -1/2" 37" 53-1/8" 63" 68.8 68.8 92.9 92.9 110.0 109.2 24" 36" 48" 80" 6Q" 58.1 58.1 78.5 78.5 110.0 87.0 41.4 41.4 59.8 58.0 88.3 58.0 53.3 53.3 72.0 72.0 106.3 78.8 - - 47.8 43.5 75.2 43.5 40.3 40.3 57.7 56.4 85.1 • . 56.4 - - 38.3 34.8 60.2 34.8 - - 43.2 39.3 67.9 39.3 19-1/8" '26-1/2" 37" 53-1/8" 74-1/4" 67.0 67.0 90.4 90.4 110.0 109.2 24" 36" 48" 60" 72" 55.8 55.8 75.3 75.3 • 110.0 87.0 41.3 41.3 - 55.8 55.8 82.4 58.0 51.3 51.3 69.2 69.2 102.2 78.8 - - 47.1 43.5 69.5 43.5 40.2 40.2 54.2 54.2 80.1 . 56.4 - - - - 60.2 34.8 - - -' - 65.2 39.3 " • SINGLE LITE PICTURE WINDOW . 24" 36" 48 " 60" 84" 54.3 54.3 73.2 73.2 108.1 87.0 - - 53.3 53.3 78.6 58.0 _ - - - 64.9 43.5 - - - - - - 24" 36" 48" 60" 96" 49.9 49.9 71.8 71.8 105.9 87.0 - - .47.9 47.9 76.0 58.0 - - - - 61.8 43.5 - - - - - - - 24" 36" 48" 60' 1o8" 44.3 44.3 65.4 65.4 104.3 87.0 - - 42.5 42.5 74.1 58.0 - - - - - _ - - - - - - 24" 36" • 48" 120" - - 58.8 58.8 103.0 87.0 - - _ - 72.7 58.0 COMPARATIVE ANALYSIS CHART - - _ - _ BASED ON HETI -96 --1061 OF 10 -09 -96 TEST SIZE = 37 -1/4" X 74 -1/4" • TEST LOADS = +60.0, -60.0 PSF DESIGN LOADS = 1.40.0, -40.0 PSF WATER INFILTRATION TEST = 20 PSF. TESTED GLASS = 3/16" - ANNEALED BASED ON FTL -1162 OF 6 -1 -95 • • . © TEST SIZE = 59 -1/2 ". X 77 -1/2" TEST LOADS = +91.0. . -91.0 PSF DESIGN LOADS. = +60,7, - 60,7PSF PRODUCT RENEWED WATER INFILTRATION TEST = 16.5 PSF TESTED GLASS = 316' - TEMPERED • 0 f ACCEPTANCE No. i C C l - 0 l a Engr. OR. HUMAYOUN FARO04 STRUCTURES PE f 16557 •• • • PROVED APPROVED SOUTH FLO' DAT i 6 PRONG BUILDING ACCEPTANC y ® TEST SIZE = 51" X 74-1/4". ' iEXP • TION DATE ;. . r- .20, TEST LOADS = +68.0, -75.0 PSF DESIGN LOADS = +45.0. -45.0 PSF 1BY 'i / '"� _ - -/ / � 1 INFILTRATION TEST = 20 PSF TESTED GLASS = 1/4" .- ANNEALED -. ' G �� CONTROL DTVTSTQN E COMPLIANCE OF ' ,�. AS COMPLYING WITH THE t IBA BUILDING CODE L 199-/- t1TROL OIV :S.ON C ODE COMPLIANCE OFFICE E NO. 6 1 . 7 - 0721- t 0 Z_ W a. O V) 0 cn E c c 0 •c 0 m v .A 0 0 0 0 s c 1 c drawing no. W97 -1 1 sheet 3 of . 4 .DESIGN LOAD CAPACITY. - PSF: . (3/18" TAPCONS) DESIGN LOAD CAPACITY - PSF (3/16" . TAPCONS) WINDOW. DIMS. 3/16 ". . - ; ANNEALED 1/4" - ANNEALED 3/18" ,- TEMPERED `WINDOW DIMS. 3/18" - ANNEALED 1/4" - ANNEALED : 3/18" - TEMPERED A/B :. EXT, : INT. - - . EXT. INT. • EXT. INT.. A/B - : A/B - . - EXT. ' : INT. EXT.. : INT,' EXT. :: : ° INT. 8" 53-1/8" : 26 • 77.9 77.9 120.0 120.0 110.0 .175.7 24 " : :36" • ... 48" 60" 24" .62.1 62.1 • 95.6 95.6 110.0 140.0 57.3. 57.3. • 88.3 88.3 110.0 129.2 62.1 :. 62.1 94.2 94,2 110.0 139.0 57.3 57.3 . - 88,3 - 88.3 110.0 • 129.2 62.0 62.0 83.7 83.7 110.0 123.6 - 56.8 . 56.8 76.7 76.7 110.0 113.3 .. 58.1 58.1 78.5 78.5 110.0 1 15.8 19 -1/8" 26 -1/2" 37" 53 -1/8" 38 -3/8` 77.7 77.7. 104.9 104.9 110.0 154.9 24" , . 36" 48" 60" 36" 62.1 • 62.1 • 94.2 94.2 110.0 139.0 56.2 - 56.2 86.6 86.6 110.0 126.8 41.4 41.4 63.8 63.8 100.3 93.3 40.3 40.3 62.0 62.0 97.6 90.8 41.4 41.4 63.8 63.8 98.8 93.3 38.8 38.8 59.8 59.8 90.7 87.6 41.4 41.4 59.8 59.8 88.3 88.3 19-1/8" 26-1/2 37" 53-1/8" - 50 -5/8" 72.0 72.0 97.1 97.1 110.0 143.4 24" 36" 48" 60" 48" 62.0 62.0 83.7 83.7 110.0 123.6 56.2 56.2 77.0 77.0 110.0 113.7 41.4 41.4 63.8 63.8 98.8 ' 93.3 40.3 40.3 62.0 62.0 94.7 90.8 31.0 31.0 47.8 • 47.8 • 75.2 70.0 29.4 29.4 45.3 45.3 71.3 66.4 31.0 31.0 47.8 47.8_ 75.2 70.0 19 -1/8" 26 -1/2" 37" 53-1/8" 63r 68.8 68.8 92.9 92.9 110.0 137.1 24" 36" 48" 60" 60" 58.1 58.1 78.5 78.5 110.0 115.8 53.3 53.3 72.0 72.0 106.3 106.3 41.4 41.4 59.8 •59.8 88.3 88.3 40.3 40.3 57.7 57.7 85.1 85.1 - - 47.8 47.8 75.2 70.0 . - - 43.2 43.2 67.9 63.2 - - 38.3 38.3 60.2 56.0 19-1/8" 26 -1/2" 37" 53-1/8" _ 74 -1/4 67.0 67.0 90.4 90.4 110.0 133.5 24" 36" 48" 60" 72" 55.8 55.8 75.3 75.3 110.0 111.2 51.3 51.3 69.2 69.2 102.2 102.2 41.3 41.3 55.8 55.8 82.4 82.4 40.2 40.2 54.2 54.2 80.1 80.1 - 47.1 47.1 69.5 69.5 - - - - 65.2 63.2 - - - - 60.2 56.0 • . • • 24" 36" 48" 60" 8 4 54.3 54.3 73.2 73.2 108.1 108.1 - - 53.3 53.3 78.6 78.6 - - - - 64.9 64.9 - - - - - - 24" 36" 48" 60" 96' 49.9 49.9 71.8 71.8 " 105.9 105.9 - - 47.9 47.9 76.0 76.0 - - - - 61.8 61.8 - - - - - - 24" 36" 48" 60 108 " 44.3 44.3 65.4 65.4 104.3 104.3 - - 42.5 42.5 74.1 74.1 , .- - - - - - - - - - - - - 24" 36" 48" 60" 120" - - 58.8 58.8 103.0 103.0 - - - 72.7 72.7 - - - - - - - - - - - - - PRODUCT RENEWED ACCEPTANCE Na cet - 061A' -' .0 I EXPIRATION DATE By PRO BUILD CONTROL DIVISION E COMPLIANCE OF Engr. OR. HUMAYOUN FAROOQ v • •- S1RUC1URES - APPROVED AS COMPLYING WITH THE FU. PF § . 16557 SOUTH FLORIDA BUILDING CODE - � ► DAT 1 S 1-{:_ : 19 . . i 111 �; } 1 Q97 ' PROOUS' - ONTROL DIV:S. +I - BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. CM -triai •TIS Z m r. 0 O ° to i":44 !- N to ca 0 0 O a ctmc f,8 o (/ 0 0 Z rn o 1- 3 ¢ ¢ 0 c- - N CC .n wW o rn r 0 rn a. 2 0 0 O L drawing no. W97 -1 1 sheet 4 of 4 ■ 4.000 0.000 l 2.000_1 - TYPICAL WWN 0OW FTUJJE INSTRUCTIONS; use CHARTS MO GRAPHS AS roLLDwS. STEP 1 0ETE NINE DESIGN LOAD REQUIRED PER ASCE 7-83. FOR PARTICULAR OPENING. SJFP ? LIU DADE COUNTY APPROVED CtAZWG PRODUCTS UEETINC ABOVE LOAD RCODUTEJ+£MS. STEP 3 STEP 4 STEP 5 STEP 5 USE CONNECTION 10 uULUON AS PER PROOUCT APPROVAL. span' wAXnMUU DMA SPACTNC. USING GRAPHS ON SHEET 2 SELECT uUt{JON SIZE WITH DESIGN RATING MORE THAN DESICN LOAD* SPECIFIED W STEP 1 ABOVE. uSINC veCHIOR TYPES ON SHEET 3. MO ANCHOR GRAPHS ON SHEET Z. SELECT ANCHOR TYPE WITH OESIC» RATING MORE MAN THE DESIGN LOADS SPECIFIED W STEP 1 ADO. MULLIONS CONTAININg TYPICAL GLA7ING PRODUCU HORI2ONTAL OR VERTICAL SCE v%NOOW OR DOOR APPROVAL FOR FASTENERS SIZES ANO SPACING !/ 1 PRODUCT RENEWED ►rn:ovto As COUPUTUIC rrnl THE ACCEPTANCE No. 15 057.3- ol- EXP I TION DATE Z1t By B DUCT CONTROL DI V1SIO E COMPUANCE RECTANGULAR ALUMINUM TUBE MULL IONS USING MULLION PROPERTIES ONLY .NOTES; 1. ALL CtAZwC t R000CTS USED MTH THESE MULLIONS MUST MEET THE APPUCABLE OADE COUNTY REOUIROJEMS I.E wIN0 LOAD. MR it wATEA INFILTRATION, FORCED CWTRT RESISTANCE. sArECUAROS ETC_ 2. ANCHOR EuBEOuENT 13 BASE LATER1Al SHALL OE DEYONO WALL WolUUNC (m,CCO. nu ETC.) 3. ANY CONOMONS NOT COVERED w THIS SUBUITTAL SUTJJECT TO SEPARATE ENCIN£ERWC REVIEW. 4. ALL WULUONS TO BE ALLOY 6063 -T ! . SOUL H f O11DA • U %. COO( OA1 r II000CI COHI .IL OIY'S.OR 8UitDiX CODE COW UUCCE OFFICE CT I.cc(rIMlc( Ito 91 -t -.01 1 o4cME x MVUATOUN FAR000 PE Ms? c o •0 �G rr co Z -J o 0 U_ co cc O O G= �� _ w ``) , n S ° 1 c rV c 0 u - .;"5 ° 09 0 1 1 1 J`. rowing no. M95 -06A 3hCct 1 of 3 A Y _ O • P N • A • PL.LLION 1OAO CHART I 411Pin k 411116. il la 1'•2 K%A. Tv 06 •$ .I t A pw i0 n 20 30 +0 SO 60 70 TfIOUtAtT VIOTH • INCHES Awa +an S rrrc A.O. on c )4A LION SPAR -- ----t TRIBUTARY WIDTH is HORtZO++tAL uUtLOM Ct.Azwc PRODUCT GLAZING PRODUCT. J CUIZDJC PROOUCT J MI + W2 2 00 TYPICAL MULUON ,EM NTS 11-XLION LOA) CHART MMOIMMEI WROMMINAPM"M MUMMEMWOMBENW MMWERMOMMMIONM 11UMEMM► MME■ MWOMMEMEMMERM MMUI■■.■.U■.. MILIMMEMMEMMERM ■■U„■I,.■.■■■, MMOMMISMEMMEMS MMINIEMOMMBEMM MOIMME„■, ■■■■■ ■■.■'■a`■auu MAMMINERNMEMEM ..M..'..`■',. WEVAMMINAMM91116 MOSIMUMMEMMEMM 20 30 40 SO 60 ?0 eit TRIBUTARY vIOTH - IK'-E5 GLAZING PROOUCT 0 CtAZINC • PRODUCT M4CItORS TYPE moo. OR C vfRTIGL 1MLO4 TRIBUTARY WIDTH .. w t + w2 2 z 0. 0 J x 0 O n 0 0 a 1 0 0 rtULLION ICAO CHART a ,l. * ■i _'7 mmnmmmmmmmmi winimummummum MMENIMMEMMUMME MMEWM.M.00... MEMMMI,., .■. WERIMMEMOMPAMME IIMMEMOMMEMMEM ■"■. ■,. ■, ■"■ MWMOMMANOMMIVA MIIMUUMMAIMMIRM UMWEIMMESSIMERM MUMMOMMEMMERE WEIMSMEMIUMEIMM MUMMIWOMOMMERM WEIRMENWORMIIMM VIMPIEMEMLIMOMUM MEMMUMEMP"m1 MC 20 30 40 sun: •.a. 20 30 40 SO 60 70 80 TRIBUTARY VIOTH - /NCI-ES At•C}QR LOO CHART 1 MIIMMEMMEMM UMMIMMEMEM III mum.,.■.■. mammasmomm '1,um mummmmmul miammemmump Imatiammemossus •r+C..OA r T, C • 50 68 .TRIBUTARY VIOTH t' .a'■VS • M i. h.0( 7 0 It•C7<S 80 0 2 ".a'.1 •t.u.a. TtvC w ntn ..a. N O n 0 0 0 00 a 0 u O O rtLLLION LOAD CHART iffigmakimmommmill immummummomm MINIMMIEMMKOMMI WWWWWMIIIIMEMO MEMOMMEMEMMEM UMMEMEMEMMISME "■ ■. ■.■.,,■ ■.. MUMMEMMINIMMEN MWESUMMEMOMME UM!!lEMEMtiiMMOM■ WIMMERNMEMMINEM MEME■'■■,■■■M MUNIMMMEMMIEMEM UMWSUMMEMENME UMMMICOMMEMMER SMEUMUUMEMEMM MWEICUMWSIMEMEM WOOMIEMMUMMOMM 20 30 •0 SO 60 70 00 TRIBUTART VIOTH - INCHES ANO.CR 1..0 AO CHART a ►.aaa1'a■' &' O"f T'•C \, MAIM--MM "=M.1 UMMUMWMEMEMEM MMWMAKIMUWINIM UNIUMMOOMMEMEM i1L11NMMIU ! MEME■ uniummenammum WtlN ►IMi;lEMOIMME MUSIMMSMOURMEM ■l1WMWMUSM \OM■ IIIMMUMWMOIMUMEM MUMNAMMEMMUMM IIMMWESMISAIMMO miswammaissams MINI "MO.'■,IS .O.r" INOMOM` MEMEMMXMAIMMOM MMEMMEMMOOMEM MIIIMMEMMOCMSRA ■ME.i•.M.UM``E • OXITROL DIVISION COW/1MM 0 0 0 0 O ti o N 0. 0 • P 0 O 2 • 0 r N 0 .4 0 n 0 N • - 0. 0 • 0- 0 Om 2� M N W Oo .9 0 t, .iOC*S f TrC 6 70 3 .0 50 60 70 00 20 ,0 •0 V t2QYW is t 0►ttU11tCT i tY Fr xog8- ogl3.p� SOUTICA • cOOE . E 0'1L TI0N DATE �• Dow COttt ' cram: Dy WILOUaC coOE couItw CE. CCZ uCL?W U tt0. 3.s=� `1L� OUII , cI . - rtuLLION LOrO CHART 2•.4. •t /11' MAE,. T c .9014o. R►. buifingimmniumm mummoommummi milimmisamrmemm mumummummamal mwmumumummumm mummummaimmum MUNKO ■.■.'■■, MMOVIMMOMMUUMM WINIIMUMUMMEMOM MEMIRIMMEMOMMEM mmummurammulms mmilimummlimumm MINIMMUUMMISEM MMEMOMENAMMEO MEMMEMMUMMEMM MMESSIMOMUMMINE MEMMUMEMMENSM MMIIIMMOrqUIMMINN 20 30 •0 SO 40 ?0 00 TRIBUTARY VIOTH - I•C)-ES ArO LOPO 04vtr 1MMUMU MOOMM inummummuum MWRIMEMMUMME nummummwom mommammirms O11►1WMOM► »M MWSKUMMUMEN -MMUUM -■'.' mommummump MINIMMINAMMkAl III■■.`WM,E.' MINIMMOEMMOR MMEMINIMMUMM 50 60 v1OtH - 70 00 ItO CS D4or4tk 10M1ATOU*4 fM000 PL / oass7 0 ,�,.{{ 4-4 LV • • C ) z 0 J D C 1 i 3ro my no 41 95 --06A ahect 2 0( 3 • .. . • w -� 0431 MrAAYO.W F1.14000 PC J 14.337 C 0 z 0 J a v G° -r 0 o .o �n r o cc Q W ! J O n 2 -V3X`. ( OM I shot! 3 of 3 2 x221 /a" ALUM ANGLE 2 X 2 X 1 /a' ALMS ANGLE f 14 S.U.S. . 2/ » CtL • =° • ANCHORS TYe. AT e'. I 1 • S.m.S. 1 -1/4' UN. Gi9EO P•10 W000 1 / ANCLC 3/11 MA. TAPCOM • 1/' 2 / ' ?RECAST su CONC.. . • 2 X 7 X 1 /a' uvM ANGLE I 14 S.M.S. 2/ ANGLE W.UON 2 X 2 X 1 /6' ALUU ANCLE 2 -3 /6' LONC 1 ANCHORS TYPE 'B' ti. 4 • e f 14 S.U.S. 1 -1/2' uu1. Elt8Ef1 1M0 W000 2/ ANGLE d: w / 14 S.M.S. 3/ MCl/ PRODUCT RENEWED ?ocErrAHczxo 9S O123 -o . E'LAZlO$ DATE Dy o ANCHORS TYPE 153 s i J nalmax). rer%I _ d C �• CONCRETE OR M CONC. FILLED BLOCKS O. 2X2X1 /a" ALw Ar/CLE UUl1JON NoTOt woo° aucic ' .. • TO ACCOuOOATt CUP ANCLLS TO soSONR7 • . I/4" . TAPCON -1/4 2 //L . ono WOOD DUCKS NOT BY YALE OCRON MAST SUSTAIN LOADS IMPOSED I.fl2OYE" A COUPtTWC MTH TM( sanm QA �� �JO+ � •t!!l� CODE 1011.01114 COO( cuunJAKE Off10E icuruMa ua4s- (515-0Se. ii 0 N 12/21/98 17:03 O STORM PANEL SCALE 3" a 1' -0•' OPTIONAL STUD DIRECTION 0 PLAN VIEW BASE ANGLE SCALE : 3" x 1' -0" 6063 -T5 ALUM. ALLOY 2.00" LABEL LOCATIONI 0.050" nY►J 12.00'• COVERAGE 14 631" WIDTH UNLIMITED ( IPERP. TO PANEL UNGTMI TYP. SECTIONS 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD PRAMING.-' V r BOTTOM MOUNT FASTENER 12" O.C. FOR I. DESIGN LOADS LESS THAN OR EOUAL TO 100 P.S.F. S 9" 0.C. FOR DESIGN LOADS GREATER THAN 100 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) ' /-TOP MOUNT - / TYPICAL VERTICAL ELEVATION WITHOUT OVERLAP FASTENERS FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 4, FOR REQUIRED MIN. STORM PANEL SEPARATION FROM GLASS. .107 "280" P O � of I o -1 1 . 679 " RECESS TRACK HALF SIZE 6063 -TS ALUM. ALLOY 2.0 0" 0 PLAN VIEW V t /4 -20 MACHINE BOLT L WINGNUT MIDSPAN - -J -oo o: o. !t 0 0 WIDTH UNLIMITED IPi RP. TO PANEL LENGTN) / -✓ LABEL LOCATION - 0.050 RYPJ • TYP SECTIONS - TOP MOUNT I :0 �J • W0= 4 .3 OZ� J ` 1 t o X W j I 4 4 y am • FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 4, FOR REQUIRED MIN. STORM PANEL SEPARATION FROM GLASS. USE OVERLAP FASTENERS MIDSPAN WHEN O WALL MOUNT /DIRECT MOUNT REOUIRED A EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. ISEE ANCHOR SCMED .BASED ON TYPE OF STRUCTURE) '- ALUM. ANGLE CLOSURE PIECE •\, 1" x 2" x .12S" MIN. TO 2" >. 5" x .125" MAX. SCALE: 1 -1/2" . 1' - 0 6.00" COVERAGE HALF PANEL SCALE : 3" = 1' -0" BOTTOM • MOUNT �� -- - TYPICAL VERTICAL ELEVATION WITH BOLT & WINGNUT ® MIDSPAN OVERLAPS 0 0 r" 0 y 0 SURFACE TRACK HALF SIZE 6063 -T5 ALUM. ALLOY 1/4" Ar5/16" ' 0 O } /4" MAX. USE OVERLAP FASTENERS REQUIRED WHEN e 1 13' © TRAP MOUNT TYPICAL CLOSURE DETAILS O WASHERED WINGNUT HALF SCALE BUILD -OUT TRACK (PLAN) r "h" HEADER SCALE : 3" a 1' -0" 4-EXISTING CONCRETE. HOLLOW BLOCK • OR WOOD FRAMING. HALF SIZE 6063 -T5 ALUM. ALLOY - 1/4•' MAX. 0 01 2.210" t 094" j. 2.000" ; ; .413" .25 " (ZAMAC 3 ALLOY) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. FASTENER 0 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL 70 100 P.S.F. L @I 9- 0.C. FOR DESIGN LOADS GREATER THAN 100 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCMOR) 2 t- 243 065" EXISTING CONCRETE, HOLLOW BLOCK OR wODO FRAMING. ISEE ANCHOR SCMED. BASED ON TYPE OF STRUCTURE) ----1 • L O "U" HEADER SCALE 3" : 1' -0" 0.99" /- 4I , -.630" • .250" • KEYHOLE WASHER HALF SCALE t = MIN. .094" 5052 -H32 ALUMINUM ALLOY GENERAL NOTES: 1. THIS STORM PANEL SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AHD NEGATIVE DESIGN PRESSURE CALCULATIONS SMALL OE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", 110 MPH WIND VELOCITY. TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3 PROOUCT MARKINGS SHALL BE WITHIN 12' OF ON! END OF THE PANEL WITM A MIN. OF ONE MARKING PER PANEL AND SMALL BE LABELED AS FOLLOWS: FLORIDA SCREEN ENTERPRISES OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED 4. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE DADE COUNTY PROTOCOLS PA 201 0 I PA 202, AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (OPA- �' LOCKA, FL) TEST REPORT No. 96 -041 L No. 97 -014. S. STORM PANELS SHALL BE 5052 -1132 ALUMINUM ALLOY, 0.050" THICKNESS. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -16, U.O.N. 6. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OP 60 KSI. 7. FOR INSTALLATIONS WITH SPANS GREATER THAN OR EQUAL TO 8' -8" OVERLAP FASTENERS AT PIDSPAN ARE REQUIRED. 8. TOP ANO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 9. HORIZONTAL MOUNTING IS PERMITTED WITH SURFACE TRACK O. RECESS TRACK © . STUD ANGLE QS OR DIRECT MOUNT. 10. THE PERMIT MOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 11. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED ANO 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 12. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY DF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER MURRKANE PROTECTION UNLESS BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". CORPORATE_ SEAL r== USE OVERLAP FASTENERS`. R MIDSPAN WHEN EQUIRED • - ALUM. ANGLE CLOSURE PIECE 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. ® BUILD -OUT MOUNT o• * 12S" (TYP) OI NI 5.00 M..X. 0 ANGLE . TALE : .0" a 1' -0" APPROVED AS COMPLYING W+TH TI SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CONTROL DIVIS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.�f - Oq •1• 4 W ! CC (0 N 0 CC W z <6 W 6 N cTi _, l°v a 3 •n..P 1 of 6 vl W 1- Q 0 In N 4 z u W N W Z 0 w 0 1- 19 } 0 I # i N r ; C:Q'ZIM •fig a � i as o i.4 4 . I 174, I ! I •'� : -• l h • I "CI IC1llkVlr PROFESSIONAL ; ER .1• r. to PE '••10'03 12 /!a•6� . l IAr•vn Dy d.$I9n Dy c ick.d by ! v: JI vJK dr•vin9 no. 96 -501 W 0 O GLASS OR DOOR 12/21/98 17:03 EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. ISLE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 0 W EMBED O 0 O GLASS OR DOOR 0 O EMBED. EXISTING CONCRETE, HOLLOW BLOCK (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER TYPICAL TO TOP & BOTTOM CONDITION SCALE ": 3" a r -0- ANGLE TO WALL DETAIL EXISTING CONCRETE. KOLLOW BLOCK. OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2 _._._._ 1/2" Imo. MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCMED. O CONT SEE MW. STORM PANEL SEPARATION FROM GLASS SCHEO. 0 —p5 CONT. FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1• O WALL MOUNT SCALE : 3 • EXISTING WOOD FRAMING GLASS OR DOOR 0 0 0 W EXISTING WOOD FRAMING CONT • PANEL TO ANGLE DETAIL FASTENER p 6 O.C. OR 12 O.C. MAX., BUT DO NOT CXCCCO ANCHOR SCMEDULC SPACING IPGS. S.6) USE BAWL CALK -IN ANCHORS WITH KEYHOLE W ASMERS ONLY. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1• (LOCATE FASTENER IN NARROW PORTION OF KEY MOLE SLOT. TYP. TOP a BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK ISEE ANCHOR SCHEDULE BASED 011 TYPE OF STRUCTURE) ®- DIRECT MOUNT 1 /A MAX. ,— 1/4 -20 x 3/4 MACHINE BOLT & WASHERED WINGNUT © 0 12 O.C. S E E MIN. STORM PANEL SEPARATION FROM GLASS SCHED. 1-%- N 0 u O j EXISTING CONCRETE, Wv-- HOLLOW BLOCK. OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 2• CONT. O WALL MOUNT SCALE : 3" . 1' -0" SEE MMJ. STORM PANEL SEPARATION FROM GLASS SCHLO. 0 ® CONT. ' !-FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1- FASTENER. SEE ANCHOR SCHEDULE. REFERENCE EDGE DIST. CONNECTION 'TYPE 5' * • 'l EMBED. r 0 CONT. � 1 J u z p - i W CC m r O • r 2 N r u u J D la Z 4 00 4 O • i X - N < 4.2 • X < N Z 0 • ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL 1 /1-20 x 3/4 MACHINE BOLT & WASNEREO WINGNUT fb 12 O.C. - EXISTING CONCRETE, HOLLOW BLOCK. OR wOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 -20 x 3/4 MACHINE BOLT & WASHERED WINGNUT CI 0 12 O.C. \ \ -O CONT. — FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 CEILING MOUNT/WALL MOUNT SCALE : 3" • 1' -0" 1/4 MAX. (^- GLASS OR 000R- 1 1 1/4" MAX. ii SEE MW. STORM •'j- PANEL SEPARATION f FROM GLASS SCHEDULE ' 1 nl - . EMBED t a^ PLYWOOD AND STUCCO FINISH 2 x 6" P.T. wOOD BLOCKING EXISTING CONCRETE, HOLLOW BLOCK. OR W000 FRAMING. ISEE ANCHOR SCMEOULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING. (SEC ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ZI 3 SCALE : 3" - 1' -0" GLASS OR DOOR O N oo DATE BY PRODUCT FASTENER, SE! ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4• j 1 INS FROM GLASS SCHEDULE OPTIONAL LEG DIRECTION —� • OPT ONAL LEG OMECTCN l! i SEE MW. STORM 1 PANEL SEPARATION ▪ EMBEO.J, (TYP) W 2 4 0. 4 X Z \ CONT. (TYP, \ TOP & BOTTOM) \-- FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4- BUILD -OUT MOUNT O SCALE : 3" • 1' -0" W 0 J 4 O 3 W O I J 0 JN X< 1/4 - x 3/4 MACH. I 4 N B OLT 5 WASMERCD W WINGNUT O g• 12- O.C. N -0 CONT. \ FOR W000 BLOCKING USE 1/4 - . S.S. LAG SCREW W/ 1 -1/2 PENETRATION INTO WOOD BLOCKING 0 12 O.C. TWO 1/4 S.S. LAG SCREW 24- 0.C. MAX. W/ 1-3/4" PENETRATION IN CENTER OF STUDS .P 1/2 - 1/2" I M'X 0 CONT. WALL MOUNT (BOTTOM) n APPROVED AS COMPLYING�{I SOUTH FLORIDA BUILDING CODE (t _ 1.]L 9. OL DIV :S.ON BUILDING CODE COMPLIANCE / OFFICE ACCEPTANCE NO TZ'r on {p • 0 y' *14 TEK SCREW OR 1/4 - 20 x 3 /A MACH. SCREW & NUT 0 12 O.C. )TYP. ToP . /4' MAX. MALE : 3" - 1' -0" — 0 \ L. CoNT. W/ 5/4-20 x 3/4" �\ M ACHINE BOLT a Q! WASH 12" O.C. CREO WINGNUT 1/4 -20 x 3/4 MACH. BOLT L WASJEREO WINGNUT B 0 12" O.C. 0 co 0 Z W J Z L FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION "TYPE 3 STUD ANGLE SILL TO CONCRETE SLAB J W <3 rD O . Mi I >i r I L c E � i 0 0 0 1 0' 1 I .0 crewing no. 96 -501 Li 2 N W r J < 10 • u a: 1 0 W I 0: Ni <i I 1 u1 1 N W 2: 0 0.1 a I 17� Y.J. CN PROSE: ENGINE-EN ( F 'se NC: i U953 2_ 1991 n/06n•1 . •I. Or•wn Oy , AS No7(0 ) � P j )design Oy vJ (cn•ck.d e1 t XX( •n..r 2 0e GLASS OR DOOR 12/21/98 17:04 PANEL SEPARAT ON FROM GLASS SCHEDULE L7 I" o a 1 W ▪ J= / / H BUILD -OUT TRACK/STUD ANGLE SCALE 3" a V -0" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCMED. BASED ON TYPE OF STRUCTURE!. .--FASTENER, SEE ANCHOR / SCHEDULE, REFERENCE CONNECTION 'TYPE 4' , —W/ 1/4 -20 x 3/4" MACHINE BOLT & MASMEREO WINGNUT (� • 12' O.C. S ■ M14 TEK SCREW 0 12" O.C. L7 CONT. (HAY BE REVERSED! SE Ol 1 W/ 1/4-20 \ x 3/4" MACH. BOLT L WASHERED WINGNUT \ 012" 0.C. FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION "TYPE 4" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCNEO. BASED ON TYPE OF STRUCTURE. 1 -1/2' x1-1/2" x .093" ALUM. ANGLE VARIES 0 CORNER DETAIL SCALE : 3" a 1 * - 0" X< 4 W 1/4 -20 x 3/4" MACH. BOLT L WASHERED WINGNUT ®• 12" O.C. /-- 1/4 -20 x 3/4" STUDS W/ WASHERED WINGNUT • 12" 0.C. ITYPI GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' .-., • 0 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE EMBED. 1/4 -20 x 3/6" STUDS w/ WASHEREO wINGNUT Ip 12" 0.C. (TYP! -- x 6"x .093" MAX. ALUM. ANGLE OR 11 GA. STEEL ANGLE VARIES O ALT. CORNER DETAIL SCALE : 3" a 1' -0" © CONT. INSTALL 1/4 -20 BOLTS W/ SHEET METAL NUT TO HOLD BOLT IN PLACE DRILL 5/16"0 HOLES IN 2" x 2" ANGLE 0 6" O.C. O RECESSED TRACK EMBEDDED IN STUCCO SCALE : HALF SIZE CZNi 1/4 -20 x 3/4" MACH. BOLT L WASHERED WINGNUT ®• 12" O.C. OB TYP. SEE ANCHOR SCHEDULE FOR APPROPRIATE ANCHOR (MAX. DESIGN LOAD a 72 PSF) OPTIONAL INTERIOR O FASTENING ANGLE ASSEMBLY N.T.S. — 2" x 2" x 1 /6" ALUMINUM ANGLE -C 5/16"• MOLE all 6" 0.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT aQ BY PRODUCT CO < 01 DIV'S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 4_1 -DI/ 6 - 9 Li � O Im (Q 1 N w I- 0 U 00 0 c CO Q os a = E � J N W N W Z 1 n VJ. K. UVICH I PROFESS - NG:NEER 1 FL. is ss tic ( P •0 '983 sneer 3 e1 • •1e scat 12104/16 790 rd by design by cn•cked by( Vac , V/IC J dr•vin no. 96 -501 1 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS-AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 3/4• EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 7 -6" (SEE NOTE 1) SPANS UP TO 11 -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 OOOM B --- M[1I1I111[1tt1[1111M.> 1/4"0 WOOD LAG W/ 1 -3/4" MIN. THREAD EMBEDMENT SHEAR PARALLEL TO GRAIN 37 12 12 12 12 12 12 12 12 12 12 12 12 9 12 8 4 8 12 12 12 12 12 12 12 10 12 9 12 12 8 12 7 55 12 12 12 12 12 12 12 9 12 8 12 12 8 12 7 62 12 12 12 12 11 12 12 8 12 7 12 12 8 12 7 75 12 12 10 12 9 12 12 8 12 7 12 12 8 12 7 I 111111111111111111111111111 1/4"0 WOOD LAG W/ 1 -3/4" MIN. THREAD EMBEDMENT SHEAR PERPENDICULAR TO GRAIN 37 12 12 12 12 12 12 12 11 12 10 12 12 7 12 6 48 12 12 12 12 11 12 12 8 12 7 12 12 6 12 6 55 12 12 11 12 10 12 12 7 12 6 12 12 6 12 6 62 12 12 10 12 8 12 12 6 12 6 12 12 6 12 6 75 12 12 8 12 7 12 12 612 6 12 12 6 12 6 ANCHOR NOTES: 1. SPAN & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF 2x WOOD STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. 7. ALL WOOD FRAMING TO BE SOUTHERN PINE No. 2 WITH SPECIFIC DENSITY OF 0.55 OR GREATER. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. 12/21/98 17:04 T A B L E 1 MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE NEG. DESIGN LOAD (PSF) 30.0 35.0 40.0 45.0 S0.0 55.0 60.0 65.0 70.0 74.0 75.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 ALL MOUNTING CONDITIONS (FT - IN) 11 - 1 10 - 8 10 - 4 10 - 0 9 - 1 8 -8 8 -8 8 -8 8 - 8 8 - 8 8 - 7 8 -1 7 -2 6 -6 5 - 10 5 -5 5 - 0 4 - 4 -3 4 - 0 3 -•9 3 - 7 3 -5 3 -3 TABLE 1 AND 2 NOTES: -r A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) 30.0 40.0 50.0 60.0 ACTUAL SPAN (FT - IN) 6 -0 8 -8 10 - 4 11 - 1 6 -0 8 -8 10 - 4 6 -0 8 -8 9 - 1 4 - 0 6 -0 8 -8 MIN. SEPARATION FROM GLASS FOR h HEADER, SURFACE & RECESS TRACK, STUD ANGLE AND DIRECT MOUNT INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) 2 -3/4 2-3/1. 3 -1/4 4 2 -3/4 2-3/1. 3 -1/4 2 -3/4 2 -3/4 3 -1/4 2 -3/4 2 -3/4 2 -3/4 MIN. SEPARATION FROM GLASS FOR U HEADER, BUILD OUT TRACK AND ALL BUILD OUT TYPE INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) 3 -1/4 3 -1/4 3 -1/4 4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 MIN. SEPARATION FROM GLASS FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1 -1/2 2 2 -5/8 3 1 -5/8 2 -1/8 3 1 -5/8 2 -3/8 2 -5/8 1 -1/2 1 -5/8 2 -5/8 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. STORM PANEL SPANS GREATER THAN 8' -8" REQUIRE A 1/4 -20 x 3/1." MACHINE BOLT AND WASHERED WINGNUT AT MIDSPAN SEAMS FOR ALL MOUNTING CONDITIONS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT NU4R. 2. BY PRODUCT CON tL DIV:S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - 0 ¶ i •0 c I o • ; C = T 0 • T A 2 CC . o = J LL W in ■ z • O p a a Ia., ^ u Q • = 4 �I ELL I > n < a ' V I D in 4 • o W Y T 0 i 4 4 L 4 x u tu N W z o. P t- I CI • l7 i a I 3 2 c. f • 0 V.]. KW ' n PROLES ' XrE1R 1 FL l e No: I. PE L' x'83 19 deco n /ai+1 drown by I As dokign by 1ccccksd byl vat I t VAC I drowin• no. 1 96 -501 .mot L of • J FLORIDA SCREEN ENTERPRISES ASSOCIA TES. INC. SUI FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) 2' EDGE DISTANCE 3• EDGE DISTANCE SPANS UP TO 5 -0 " (SEE NOTE 1) SPANS UP TO 7' -6 " (SEE NOTE 1) SPANS UP TO 11•_1" (SEE NOTE 1) SPANS UP TO 5 -0 " (SEE NOTE 1) SPANS UP TO 7• -6 "• (SEE NOTE 1) SPANS UP TO 11 (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 S CONNECTION 1 TYPE 2 3 4 5 Nu11U1101111111111111111111Uw 1/4 ". ITW 1 - 1/4" TAPCON W/ MIN, EMBEDMENT 3 7 12 12 12 12 12 12 12 12 12 12 12 12 10 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 48 12 12 12 12 12 12 12 11 12 9 12 12 9 12 7 12 12 12 12 12 12 12 12 12 11 12 12 11 12 8 5 5 12 12 12 12 12 12 12 10 12 8 12 12 9 12 7 12 12 12 12 12 12 12 12 12 9 12 12 11 12 8 62 12 12 12 12 10 12 12 9 12 7 12 12 9 12 7 12 12 12 12 12 12 12 11 12 8 12 12 11 12 8 7 5 12 12 11 12 9 12 12 9 12 7 12 12 9 12 7 12 12 12 12 10 12 12 11 12 8 12 12 11 12 8 3 7 12 12 12 12 10 12 12 8 12 6 11 11 5 11 4 12 12 12 12 12 12 12 10 12 8 12 12 7 12 5 48 12 12 9 • 12 7 12 12 6 12 5 10 10 5 10 4 12 12 12 12 9 12 12 8 12 6 11 11 6 11 5 11111111111111111111111111111111F .% MIN. 3.000 PSI CONCRETE 3/16"0 0 1 - 3/8•' ELCO TAPCON MIN. EMBED. SS 12 12 8 12 6 11 11 5 11 4 10 10 5 10 4 12 12 10 12 8 12 12 7 12 5 11 11 6 11 5 62 12 12 7 12 6 10 10 5 10 4 10 10 5 10 4 12 12 9 12 7 11 11 6 11 5 11 11 6 11 5 7 5 12 12 6 12 5 10 10 5 10 4 10 10 5 10 4 12 12 7 12 6 11 11 6 11 5 11 11 6 11 5 * t/4 • o W/ 7 /8"•EMBEDMENT L 1/4 - 20 l3 RAWL CALK - IN SIDEWALK BOLT /4"•A MEAD) 3 7 12 12 12 12 12 12 12 12 12 12 12 12 11 12 9 12 12 12 12 12 12 12 12 12 , 12 12 12 12 12 12 48 12 12 12 12 12 12 12 12 12 10 12 12 10 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 55 12 12 12 12 12 12 12 11 12 9 12 12 10 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 6 2 12 12 12 12 12 12 12 10 12 8 12 12 10 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 7 5 12 12 12 12 10 12 12 10 12 8 12 12 10 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 ( 1 /4"•o W/ 3 7 12 12 12 12 12 12 12 12 12 10 12 12 8 12 7 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 ---� 48 12 12 12 12 11 12 12 10 12 7 12 12 7 12 6 12 12 12 12 12 12 12 12 12 9 12 12 9 12 7 1 - 1/8" 2AMAC NAIL - IN EMBEDMENT 5 5 12 12 12 12 10 12 12 8 12 6 12 12 7 12 6 12 12 12 12 12 12 12 10 12 8 12 12 9 12 7 62 12 12 11 12 9 12 12 7 12 6 12 12 7 12 6 12 12 12 12 11 12 12 9 12 7 12 12 9 12 7 75 12 12 9 12 7 12 12 7 12 6 12 12 7 12 6 12 12 12 12 9 12 12 9 12 7 12 12 9 12 7 * 1., ligAIIa1u111 3 7 12 12 12 12 12 12 12 11 12 9 12 12 7 12 6 12 12 12 12 12 12 12 12 12 10 12 12 9 12 7 W- 4 8 12 12 12 12 10 12 12 8 12 7 12 12 6 12 5 12 12 12 12 12 12 12 10 12 8 12 12 8 12 6 55 12 12 11 12 9 12 12 7 12 6 12 12 6 12 5 12 12 12 12 10 12 12 9 12 7 12 12 8 12 6 " 51U1! 1 /4"m "PANELMATE" I1111111111111R111y ELCO MIN. MALE /FEMALE W/ 1 - 1/4" EMBEDMENT 6 2 12 12 10 12 8 12 12 6 12 5 12 12 6 12 5 12 12 12 12 9 12 12 8 12 6 12 12 8 12 6 75 12 12 8 12 6 12 12 6 12 5 12 12 6 12 5 12 12 10 12 7 12 12 8 12 6 12 12 8 12 6 SUI DACE CO. li(VISIONS COUNTY C06041 NTS Of TAILS,COTTPONINTS.TIUMS -- - ------ -- --- - -- -- ANCHOR SCNEOu4.1 L4701,011 •urp • ":7:1,1 ' IE ©on._ 12/21/98 17:04 SEE PAGE 4 FOR ANCHOR NOTES APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 BY PRODUCT CON ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - 61 Ito •0 LI sho Sef• .c.l. dr.wn Oy AS Y otCO)( nC d (..rgn by ch. i ckad b 11 im V l drawing no. 96 -501 J FLORIDA SCREEN ENTERPRISES COPYRIGHT 1996 KNEZEVIEH & ASSOCIA TES GS. FLORIDA 33166 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REOUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P SF MAX. (SEE NOTE 1) 2• EDGE DISTANCE 3" EDGE DISTANCE SPANS UP TO 5•_0•• (SEE NOTE 1) SPANS UP TO 7 -6" (SEE NOTE 1) SPANS UP TO 11 -1 (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 11 -1" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 HOLLOW CONCRETE BLOCK ` wlllRIIIIIIII111UII1111111111h% 1/4". ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT 3 7 12 12 12 12 10 12 12 9 12 7 10 10 6 10 4 12 12 12 12 12 12 12 11 12 8 12 12 7 12 5 4 8 12 12 10 12 8 12 12 7 12 5 9 9 5 9 4 12 12 12 12 9 12 12 8 12 6 10 i 10 6 10 5 55 12 12 9 12 7 10 10 6 10 4 9 9 5 9 4 12 12 11 12 8 11 11 7 11 5 10 10 6 10 5 62 12 12 8 12 6 9 9 5 9 4 9 9 5 9 4 12 12 10 12 7 10 10 6 10 5 10 10 6 10 5 75 11 11 6 11 5 9 9 5 9 4 9 9 5 9 4 12 12 8 12 6 10 10 6 10 5 10 10 6 10 5 37 12 [ 12 8 12 6 10 10 5 10 4 7 7 4 7 3 12 12 10 12 8 11 11 7 11 5 8 8 4 8 3 4 8 12 12 6 12 5 8 8 4 8 3 6 6 3 6 12 12 8 12 6 9 9 5 9 4 7 7 4 7 3 :.SDI II11111111UU1111111111111►> 3/16 ELCO TAPCON 1 -1/4 MIN. EMBED. 55 10 10 5 10 4 7 7 3 7 3 6 6 3 6; 12 12 7 12 5 8 8 4 8 3 7 7 4 7 3 62 9 9 5 9 4 6 6 3 6 _ 6 6 3 6 j 10 10 6 10 4 7 7 4 7 3 7 7 4 7 3 75 7 7 4 7 3 6 6 3 6 .' 6 6 3 6 8 8 5 8 4 7 7 4 7 3 7 7 4 7 3 1/4 W/ l 1/4 711 -IN BOLT 37 12 12 12 12 11 12 12 9 12 7 12 12 6 12 5 12 12 12 12 12 12 12 12 12 11 12 12 10 12 7 48 12 12 11 12 9 12 12 7 12 6 12 12 6 12 4 12 12 12 12 12 12 12 11 12 9 12 12 9 12 7 "0 RAWL CALK 7/8 EMBEDMENT -20 SIDEWALK 13/4". MEAD) 55 12 12 9 12 8 12 12 6 12 5 12 12 6 12 4 12 12 12 12 11 12 12 10 12 7 12 12 9 12 7 62 12 12 8 12 7 12 12 6 12 4 12 12 6 12 4 12 12 12 12 10 12 12 9 12 7 12 12 9 12 7 75 12 12 7 12 5 12 12 6 12 4 12 12 6 12 4 12 12 11 12 8 12 12 9 12 7 12 12 9 12 7 1/4 W/ r- t > 37 12 12 12 12 10 12 12 9 12 7 10 10 6 10 4 12 12 12 12 12 1 12 12 11 12 8 11 11 8 11 5 48 12 12 11 12 8 11 11 7 11 5 9 9 5 9 4 12 12 12 12 10 12 12 9 12 6 10 10 7 10 5 ". ZAMAC NAIL -IN 1 -1/8" EMBEDMENT 55 12 12 9 12 7 10 10 6 10 4 9 9 5 9 4 12 12 11 12 8 11 11 7 11 5 10 10 7 10 5 62 12 12 8 12 6 9 9 5 9 4 9 9 5 9 4 12 12 10 12 7 10 10 7 10 5 10 10 7 10 5 75 11 11 7 11 5 9 9 5 9 4 9 9 5 9 4 12 12 8 12 6 10 10 7 10 5 10 10 7 10 5 ' M‘:=NEEMS> 1/4 "• "PANELMATE" '1013,111111111111‘111M- ELCO MALE /FEMALE W/ 1 -1/4 MIN. EMBEDMENT 37 12 12 12 12 12 12 12 11 12 9 112 12 7 12 6 12 12 12 12 12 12 12 12 12 10 12 12 9 12 7 48 12 12 12 12 10 12 12 8 12 7 12 12 6 12 5 12 12 12 12 12 12 12 10 12 8 12 12 8 12 6 55 12 12 11 12 9 12 12 7 12 6 12 12 6 12 5 12 12 12 12 10 12 12 9 12 7 12 12 8 12 6 62 12 12 10 12 8 12 12 6 12 5 12 12 6 12 5 12 12 12 12 9 12 12 8 12 6 12 12 8 12 6 75 12 12 8 12 6 12 12 6 12 5 12 12 6 12 5 12 12 10 12 7 12 12 8 12 6 12 12 8 12 6 12/21/98 17:07 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SEE PAGE 4 FOR ANCHOR NOTES APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BAT A � 19 BY PRODUCT CO OL DIV.S u,< BUILDING CODE COMPLIANCE i OFFICE ACCEPTANCE NO .a. -Q 0-€1 rD z VJ.K ; MITE FL P tn P m r ' N 4 1- ' W a . al o 0 • U. J ? 0 U. W • H N r 1 4 O O I Z a a , .6 E W M ' 0. O = N o <'> Z J W I W 41.: fn I W W X X ; X > ,n < O) 0 r P am Z W J1 o T 0 E L J 4 .o = M FR o No 963 42/04/141 drown by o*eo∎i roCI design by checked bye Vac VJK *hoot • of • drawing no. 96-501 CONSULTING ENGINEERS • PRODUCT Ttsrimo KNEZEVICH DESIGN LOAD CAPACITY - PSF WD DOT DIMS. 3/16 - - ANNEALED DSB - ANNEALED VIDTH HEIGHT EXT. INT. EXT. INT. 24' 36' 48' 60' 72' 24' 55.3 370.1 55.3 217.1 55.3 296.1 55.3 1662 55.3 220.9 55.3 121.1 55.3 173.6 - - 55.3 143.0 - - 24' 36' 48• 60' 72' 36' 55.3 222.1 55.3 1302 55.3 364.5 55.3 965 55.3 138.8 55.3 77.7 553 111.3 - - 55.3 91.7 - - 24' 36' 48' 60' 72' 4 8' 55.3 158.6 - - 55.3 113.9 - - 55.3 92.5 - - 55.3 80.8 - - 55.3 67.5 - - 24' 36' 4 8' 60' 72' 60' 55.3 123.4 - - 55.3 87.1 - - 55.3 69.4 - - 55.3 59.2 - - 52.7 52.7 - - 26-1/2' 37' 53-1/8' 74' G6 , 55.3 31L4 55.3 182.7 55.3 258.0 55.3 347.4 55.3 181.0 55.3 99.3 55.3 127.1 - - 26-1/2' 37' 53 -1/8' 74' 38 -3/8' 55.3 190.0 55.3 111.5 55.3 148.4 55.3 87.0 55.3 138.4 55.3 65.0 55.3 832 - - 26-1/2' 37' 53 -1/8' 74' 50 -5/8' 55.3 137.1 - - 55.3 104.4 - - 55.3 80.6 - - 55.3 62.0 - - 26-1/2' 37' 53 -1/8' 74' 63' 55.3 107.0 - - 55.3 80.4 - - 55.3 58.3 - - 45.0 45.0 - - 0 O z 3 TYPICAL t. DRS 1 /4'MAX. SHIM, TYP. 1X OR 2X WOOD BUCKS NOT BY YALE OGRON TYPICAL ANQHOR$ 3/16'0 TAPCONS, SPACED AS PER PRODUCT APPROVAL 0 6' FROM ENDS & 21' 0.C. TYP. AT HELD. SILL & JAMBS USE (2) ANCHORS AT M7G. RAIL END 0 HEAD •c SILL MIN. EMBED. IKTO CONC. = 1 -1/4' MIN. EMBED. 1N70 2BY WOOD BUCK = 1 -1/4' MIN. EMBED. THRU 1BY WOOD BUCK INTO MASONRY = 1 -1/4' 2 -1/2' 3/16' ANNEALED GLASS -OR DSB - ANNEALED SEE CHART • • e. TYPICAL ANCHORS O VINDDV HEIGHT ALUMINUM HORIZ. SLIDING WINDOW SERIES 6800 COMPARATIVE ANALYSIS CHART BASED ON FTL -1399 OF 06 -21 -55 TEST SIZE = 96 -1/2' X 61' (XCX) TEST LOADS = +83.0, -83.0 FSF DESIGN LOADS = +55.3. -55.3 ?SF WATER INFILTRATION TEST = 8.2 PSF TESTED GLASS = 3/16'- 14 NEILE . NOTES: 1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANS F):R LOADS TO THE STRUCTURE. 2. ANCHOR e.O Dfl10NS NO7 DESCRIBED IN THIS APPROVAL ARE NOT PART OF THIS PRODUCT APPROVAL 3. WINDOWS GLL2ED WITH 1/4" GLASS OVERLAP ALL AROUND USING ROLL FORMED ALUMINUM GLAZING BEAD AND ADHESIVE COMPOUND WITH COLOR 70 MATCH METAL FINISH. auata uwatt inuu t ir (11) • VINDDV VIDTH 1/4' TYP. GLASS OVERLAP . PICAL ELEVATION ( XC OR OX ONLY ) VINDDV WIDTH EASED ON FTL -1400 OF 03 -26 -96 TEST SIZE = 53 -1/8' X 38 -1/2' (XO) TEST LOADS = +105.0. -105.0 PSF DESIGN LOADS = +70.0, -70.0 PSF WATER INFILTRATION TEST = 8.3 PSF TESTED GLASS = 059 - ANNEALED. CLASS.- 3/16'- ANNEALED OR DS8 - ANNEALED SEE CHART TYPICAL ANCHORS APPROVED AS COMPLYING WTIH THE SOUTH FLORIDA QQB�U�IILDING CODE : -- - ) Y PROD : n BUILDING CuoL CC ;'F ..:.CE OFFICE ACCEPTANCE No. ' 2k • vZ XO OR OX SIZES ONLY -:gr. DR. H:IMAYOUN FAR000 STRUCTURES PE f 1E557 DEC3 01996 APPROVED AS COMPLYING WI111 11 SOUTHFLO BUILDING CODE Z3 19 BYT LIB +-t BY PRODUC1 CUTcIkOL DIV.S ON BUILDING CODE COMPLIANCE 0111 ACCEPTANCE NO. 1 0 0 ' Z Z drcwing no W96 -2: (sheet 1 ct 2 XOX SIZES ONLY DESIGN LOAD CAPACITY - PSF 'WINDOW DIMS. 3/16 - - ANNEALED 1/4 ANNEALED INT. VIDTH HEIGHT - EXT. • INT. EXT. 72' 85' 108' 24' 55.3 147.5 55.3 217.7 55.3 1232 55.3 182.0 55.3 95.4 55.3 141.0 72' 85' 108' 36' 55.3 94.6 55.3 139.7 55.3 79.0 55.3 116.7 55.3 61.2 55.3 90.4 72' 85' 108' 48' 55.3 69.6 55.3 89.7 55.3 58.1 55.3 82.8 45.0 45.0 55.3 66.6 72' 85' 60' 55.0 1 55.0 55.3 65.8 46.0 46.0 55.3 59.3 IT1O(• •/ PART / REQD. DESCRIPTION MARYS 1 YE -5001 1 FRAME HEAD 6063 -T5 2 YE -5004 1 FRAME SILL 6063 -T5 3 YE -5006 1 SILL RISER 6063 -T5 4 YE -5002 AS REOD. FRAME JAMB -VENT 6063 -T5 5 YE-5003 AS REGD. FRAME JAMB -FIXED 6063 -T5 6 YE-5019 1/ VENT FIXED MTG. RAIL 6063 -T6 7 YE -5009 1/ VENT VENT TOP RAIL 6063 -75 8 YE-5008 1/ VENT VENT BOTTOM RAIL 6063 -75 9 YE -5018 1/ VENT VENT INTERLOCK 6063 -T6 10 YE -5007 1/ VENT JAMB RAIL 6063-76 12 AS READ. GLAZING BEAD ROLL FORMED ALUM. 12 #10X3/4' SMS AS RECD. FRAME L VENT ASSY. SCREV CAD PLATED SMS V/ *8 HEAD 13 YH -6016 1/ VENT CAM LATCH 2AMAK PLATED OR PAINTED 14 *10X3/4' SHS 2/ LATCH LATCH INST. SCREV CAD PLATED CRS 15 - AS READ. FIN SEAL PILE V/ STRIP TOP I. BOTTOM RAILS 16 - AS RECD. FIN SEAL PILE V/ STRIP BOTTOM RAIL 17 - AS RECD. - AT VERTICALS 18 YH-6001 2/ VENT ROLLER ASSY. YH - 60D2 1 YH -6003 r . � •. r VINDOV HEIGHT V1NDCV VIDTH TYPI\ 1 ELEVATION ( XOX ONLY ) 3/16' ANNEALED O■Z 1/4' ANNEALED SEE CHART CLASS- 3/16 - - ANNEALED OR 1/4 - - ANNEALED SEE CHART 0 EIF umnuuu►mautruuw►aari 0 rmormirv. • • Env: DR. HUMAYOUN FAR000 STRUCTURES FLA. PC ; 16557 DEC 3 (1 1996 APPROVttD AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT [ . I9� BY / < 'i PRODU 'T C NTRUL OIV:S eN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 'T OgOPV 2 APPROVED AS COMPLYING WITH UUR :OUTHH FLORIDA BUILDING CODE )A1 r J 9q :Y - RODUCT • IROL UIV:S.ON :WILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO 41A - CCS C n c 0 s - q 0 drove ng no. W96 -2 sheet 2 of 2 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date n/14(02) Job Address 3 7 / t_ to V Tax Folio 10 CY (v Legal Description Historically Designated: Yes No Owner/Lessee / Tenant)( T V UN G /j - ACLc 6 n- Master Permit # /' � O a " ,� `�j3P Phone © 7�l -/ �43 F, A) rC- .-� ��✓t,C�it /��/b�i. ��� �( Owner's Address Contracting Co. ©U) I1 (V( Address Qualifier State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one) , UILD APPROVED: Zoning Mechanical SS# Municipal # Competency # Address WORK DESCRIPTION;( ' R / (Atz. Yl j elAC t f 1 ^ l9 k (t t) t» - Co-i c AtreA v .4 ( kg. A. A '� Dpe ve Square Ft. Estimated Cost (value) l , 6, 3 m 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT ' v RADON Building ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Plumbing Address Address 1 li. .l. 11 JL A iwa Uri of Contracto;,q Owner - Builder y '173,5'/3 :VO RY S c y as to Contra Commission Ex Phone Ins. Co. OFFICIAL NOT or or Owrfe • ARY PUBLIC'S . TIi OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION }MCP. MAR 1 002 C.C.F. - NOTARY BOND TOTAL DUE 1600 Date Electrical Structural Engineer METRO-oatr PRODUCT CONTROL NOTICE OF ACC'JPTANCE DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens FL 33016 Your application for Product Approval of: 24 ga. Raised Panel Embossed Garage Door under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate \:c;er iais and Types of Construction, and completely described in the plans, specifications and calculations as subs; :: applicant along with Dab Doors Inc. drawing No. 98 -12, issued on 04/03/98, revised on 07/25/98, with Miami- Dade County Product Control Approval Stamp. has been recommended for accqiiance by the Building Code Compliance office to be use: Dare County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacture o1ar.: :o- quality control testing. If this product or material fails to perform in the approved manner.: - ,e Code Compliance Office may revoke, modify, or suspend the use of such product or material imrreciiateiv. The applicant shall re- evaluate this product or material should any amrnendments to the South Florida Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such estin, will be incurred by the manufacturer. Acceptance No.: 98-0506.07 Expires:10 /01 /01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 10 /01/98 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BU :DING 140 WEST FLAGLER J i r.c� SUITE . ".,, MIAMI, FLORIDA 3313- '_53 (305) 5 FAX (305) 375.25.05 PRODUCT CONTROL DIV!S!ON (305) 375 -2_32 FA >: ;305) 372-6:33•2. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Raul Rodfiguea Product Control Supervisor / / , i , . Lnaries Uan2.er. Director Building Codi Compliance Dept. Metropolitan Dade County , ,AB DOOR COMPANY. INC. ACCEPTANCE NO: 98- 0506.0'' APPROVED : OCI 0 ' '3 998 EXPIRES OCT D 1 2M.1. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a 16' wide sectional door as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBC) for the location where the pressure requirements as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated on the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The DAB 16' wide Sectional Door and its components shall be built in strict compliance with the following documents: Drawing No. 98 -12, titled "Sectional Residential Garage. Door ", prepared by Al- Farooq Corporation, dated 04/03/98, with latest revision on 07125/98, Sheet 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than tl: 3se shown in the approved drawings shall qualify under this approval. 4 . INSTALLATION 4.1 The Sectional Door and its components shall be installed ir, strict compliance with the approved drawings 4 . 2 The installation of this door does not require Hurricane Protection Systems. LABELING . Each dco: shall bear ap�manent label with the manufact 's name or logo, city, state and the 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 defined in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evatuate the installation of the system -2- Candido Font, PE, S :. Product Control Examiner Product Control Division DA B DOORS COMPANY INC. ACCEPTANCE NO.: 98- 0622.01 APPROVED : OCT 0 1 1998 EXPIRES : OCT 0 1 2001 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 documentatior initially submitted is no longer practicing the enginring profession. 4. Any revision or change in the materials, use, andlor 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 this last page 3. andido Font, PE, Sr. Product Control Examiner Product Control Divisiin END OF THIS ACCEPTANCE -3- DAB DOOR'_OMPANY. INC. ACCEP fAsNCE NO: 98-0506.07 OCT 0 1 iySB APPROVED • EXPIRES NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS OCT 0 1 2061 A DRAWINGS 1. Drawing prepared by Al- Farooq Corporation Titled "Sectional Residential Garage Door ", Drawing No.98 -12, dated 04/03/98 with latest revision on 07/25/98, Sheet 1 through 3 of 3, signed and sealed by Humayoun Farooq, PE. B TEST 1. Test Report on Large Missile Impact Test, Cyclic Wind Pressure Test and Force Entry Test, "16' -2" Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. Heti 98 -722, dated 04/06/98 signed and sealed by H. M. Medina, PE. 2. Test report on Uniform Static Air Test "16' -2" Overhead Sectional Garage Door ", prepared by Hurricane Engineering & Testing Inc., Report No. Heti 98 -720, dated 03/27/98, signed and sealed by H. M. Medina, PE. 3. Test Report on Salt Spray Exposure Test "040- Painted ", prepared by Celotex Corporation Te sting Services, Report No 258592, dated 08/17 /98, signed and sealed by R. G. Miller, PE. C CALCULATION 1. Anchor Verifications dated 04/28/98, pages 1 through 4 of 4 prepared by AI- Farooq Corporation, signed and sealed by H. Farooq, PE. D MATERIAL CERTIFICATION 1. Test Report on Tensile Test "16' -2"w x 24GA steel residential sectional garage door u- bar ", prepared by Hurricane Engineering & Testing Inc., Report No. Heti 98 -T86, dated 04/16/98, signed and sealed by H. M. Medina PE.. 2. Product Control Notice of Acceptance by Metropolitan Dade County, Acceptance No 95- 0626.01, approved on 01/11/96, expiring on 01/11/99, signed by C. Danger. E STATEMENTS 1. Letter of Non Financial Interest, issued by Al- Farooq Corporation, dated 04/24/98 and signed by H. Farooq PE. 2. Letter of compliance, isued by AI- Farooq Corporation, dated 04/24/98, and signed by H. Farooq PE. Cand Product Control Division t, PE, Sr. Product Control Examiner lb LA A i-1./a L,ALV. )TEE_ v.D'" REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO Y 14 X 5/8 S.N.S. AND TO END STILES WITH FOUR Y 14 X 5/8" SMS 1ST SECTION (80TTOM) REINFORCING 16 GA. X 2 -1/4 x 2" CALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ Two # 14 X 5/8' S.M.S. AND TO END STILES WITH FOUR / 14 X 5/8 SNS STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH - )NE 5/16 x 1 -5/8 LAG SCREW SDUTHERN PINE 0.55 SG. - 13 GA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING BOTTOM SEAL .058 ALUM PLATE WITH 1/8' X 1 S.M.S. 0 48 0.C. AND TUBULAR RUBBER WEATHERSTRIPPING 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES w/ 1/4 -20 x 5 {8' TRUSS HD. SLOTTED M.S. & LOCK NUT OPTIONAL STOP MOULDING BY DOOR INSTALLER - • e • 7/1C PUSHNUT NS'TALLEO ON ROLLER SHAFT 0) INTERMEDIATE SECTIONS REINFORCING 14 X 5/8 SMS - 6 PER HINGE 16 GA. :< 2 -1/4 X 2 GALV. STEEL U.BAR REINFORCING TRUSS CO CENTER Or PANEL TRUSS FASTENED 10 INTERMEDIATE VERTICAL STILES W/ Two if 14 X 5/8' S.M.S. AND TO END STILES WITH FOUR if 14 Y. 5/8 SMS 18 GA. GALV. STEEL) CENTER HINGE SECTION E —@ TOP SECTION REINFORCING 1/2 X 1 -3/4 x 1/16 VERT. ALUM TUBE (6063 - 16) - GLUED TO PANEL AND SECURED 10 END STILE WITH 3/16 POP RIVETS 0 12 0.C. 1 -7/8 X 2 -5/8 x 18 GA. STEEL CENTER STILE. CLUED k RIVETED TO d 14 x 5/8 S.M.S. 4/ HINGE ROLLER HINGE -I 16 }. 2- 1/4 •: 2" GALV.. STEEL 'j. BAP. Pc!NFORCIN, TRUSS T -'__S FASTENED TO INTERMEDIATE 1ER STILES W, TWO ff 14 X 5/8 S.M.S. AND 10 END STILES WIT- rGUP # 14 x 5/8' SNS PANEL r ^ POP RIVETS 3/4' x 2-1/2" A 15 GA. STEEL END STILE w • • 3/& SLEEVE ANCHORS 1 - 1 /4 MIN. EMBED INTO PER BRACKET FLAPS BENT OVER PANEL 1/2 PUNCHED HOLES 0 4 0.C. MASONRY 2 GA :•TEEL I .Y END NILE - A THIS DRAWING IS PROPEP.Tf or 'DAB DOORS INC. COPYRIGHT 1958. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING ALL RIVETS ARE 3/16 DIAMETER r•733V c Cr.; v: '/TI! ... n Engr: DR. HUUAYOUN.FAR000 STRUCTURES , :( r LA PE 1 • •O • co o ,o < l o t r- I C� Lr; ^ `'4 I 1 Id �; I 5 I «.,1 C W { • 0 0 0 { Q 0 j J U Z n tX I N cel O " P 0 0 c 2 co rn 0 c • • o X ; - c c 0 0 v u 0 f 4, O - 0 O ■ c 1 drowing no. 98 -12 (sheet 2 of 3 ) DOOR • SECTION HEIGHTS , BRACKET PLACEMENTS HEIGHT 1STI2N0:3RDI4THI5TH 61 82 ■ 1 84 I 85 86 ( 87 I 88 • ,. -u 16 ;16 :1 116 pv,.. ! i r r-31.... 1.5 ' ...)4 "4 5 6 1 b. I - t. -6" 21-118- ` /A 1" 111 -3/ , 23" i 34" 1 45" 56" 67" 1 - 7. - 2-1 "121. 121.121"IN /A 1.. Ili -3/4 23 .. I 34 - d5" i 56 67" 178-1/4 - 7. -6 18-1tB ".;8..118 "Itg_ 1.. 111 -3/4'1 23" 1 34 " I 45" I 56' 67' 7 1 /4" ( B- S 2 llS..118 "121" 1" 111- 3/4 23" 1 34" 45" j 56' 67" 178 - 1/ 4.. F, • - wARI7fN741 PFIwnRff1/FN) 2" f1 -3/4" x,/16" ALUM TUBE (6063 -T6) GLUED 10 PANEL AND FASTENED TO VERTICAL STILES 11TH (2) 3/16' POP RIVETS HORIZONTAL REINFORCEMENT 2" x1- 3/4 X1/16' ALUM TUBE (6063 -T6) CUT TO MTSS RIB GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS 21' PANEL SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORa.lNC TRUSSES POP RIVETS 14 GA. GALv. STEEL taws', ABLE SLIDE FASTENED 10 BRACKET / W/ 5/16 :< 3/4.. HE HEAD M. SCREWS & NUTS. 12 GA. GALv. STEEL TOP ROLLER BRACKE1 (DOUBLE) FASTENED W/ (4) N 14 X 5/5" S.M.S. 7/16" DIA X 3 - 3/4' ROLLER SHAFT OPTIONAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY - 1.07 PCF N.0A. # 95 - 0626.01 14 GA. GALv. STEEL ROLLER HINGES FASTENED w/ (6) N 14 X 5/e" SMS MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED 10 BOTH SIDES OF STEEL 12 C.A. GALv. STEEL BOTTOM BRACKET FASTENED w/ (4) y 14 X 5/6" SUS "- SECTIONS ARE NUMSERE0 STARTING AT THE BOTTOM FOR 000RS MORE "HAN S F7. HIGH. USE ADDITIONAL TOP BRACKETS AT 10" O.C. 5/16 X 1-5/3" LAG SCREwS INTO wOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1 / EMBED INTO MASONRY 3 PER BRACKET 2-1/2 x s- ! /4" x 13 GA. STEEL PLATES WELDED TO 1- i - 1/2" X 14 GA. ANGLE USE (4) 1/4 -2'' SS BOLT & NUTS 10 JOIN STRAIGHT ANC CURVED TRACK SECTIONS 2 2 J z z W a I it-as URA.rei'iJG IS .r j ,r.i. Or OAP DOORS' INf . COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATE SENDING 2 rr 0 0 O co N, r TRACK CONFIGURATION CAST ALUM. CABLE DRUM HORI:. TRACK LENGTH = OFENINC HEiGH; DLL 12 IN. 14 GA. GALv. STEEL TRACK WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE 7 RAMED SOLID BY NCT LESS 'THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER w00D STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. W000 BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACY BRACKETS TO PRESSURE TRE ATED ?X5 WOOD JAM 85 WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" .TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 10 0.0 OR 318' DIA, SLEEVE ANCHORS 1 -3/4 EMBED AND A SPACING OF 12" O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUP # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM T1E BEAMS TO FOOTING PREPARATION OF JAMBS BY OTHERS \ 2" x 3 -1/2" x 12 GA. STEEL ANGLES 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. Engc, �(1R: )11INAYOUN FAR000 r'STRUCTtlRES. .�: F A PE E` 16557 ' • HORI_. TRACK SUDPOR" AS REOD. BY 000R INSTALLER - 1998. AFFF.., ; . S CCY':•\r•.:n 1:iTa t.. BY JCl CCNTR ;. CIV.$ D•c BU :LD'ING CODE CC ::'.:;+NC O C(:' PTAnr..' •.r•, ro b 101 Ird W W 1 Z o — V1 T/T r 0 J O z C Z 0 CD VI c _0 V1 0 a 0 0 9 0 O La- op W rn cp CC 3 � Z tt,Q J 7 I — C 0 n v N V v 0 "0 0 1 0 2 s .0 tfl 0 ) 0 L f t i drawing no. sheet 3 of 3__) BUILDING ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of - Building` �+) ,/ 4 =' . �-- Architect Contractor ,r,, or Builder "7 Legal Description Lot CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT 1 Work to be performed under this Permit " '- 4-7 B1 " N9 5154 ttt/141f }. R, $ DATE Ai °"C ^ 19 Contractor's License No. Subdi- vision .. x 2> Address of ? Value of Amount of Building ` - Project $�. ' � Permit $ 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 applica- tion 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 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 ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed ° ,:, ti '` �r INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in conipbance with `2tfl or anees 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 ac cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY spoor Owner's Name and Address Permit No Disapproved (Signed) Buil MIAMI SHORES VILLAGE Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT —4A-trisZ, Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot / S _16. ` ) 7 Block Street and Number where work is to be done State work to be done and purpose of building (by floors) Subdivision____ __ _ ___ __ _ Date 19 No. o'c 7 Street___ /0 Z i f and for no other purpose. New Building Remodeling Addition Repairs L No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ l-I_ _Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon ct rsf on wsr t, be perfo ed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - ____� to me well known, - and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Date 6' -(14 — to f Read, Sworn to and Subscribed before me. Date Notary Public, State of Florida . ing Inspector / My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.