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571 NE 94 St (5)2 MIAMI SHORES VILLAGE "ec BUILDING ,R UY'tc 305-795-22 Building Inspectio Permit No. -Foal athoy Type Ins, Name t/ i U0r) 010 Address 571 NE a s Company 01.(W — /� Phone # 5 7 ; s r q Inspection Date 5/4 Correction Re- Insp'n Fee ❑ - ��` L Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/25/2005 Applicant: MASSIMO Owner: VIVIANI JOB ADDRESS: 571 NE 94 Parcel # 1132060140890 Signed: Legal Description: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -325 VIVIANI MASSIMO ST Page 1 of 1 Contractor SEARS HOME IMPROVEMENT PRODUCTS,1616ntractor's Address: 3020 High Ridge Rd., Suite 300 Local Phone: 561 - 732 -6614 MIAMI SHORES SEC 2 PB 10 - 37 LOTS 21 & 22 Fees: FEE2005 -3740 FEE2005 -3741 FEE2005 -3742 FEE2005 -3743 FEE2005 -3744 FEE2005 -3745 FEE2005 -3746 Description Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $170.00 $10.80 $50.00 $3.60 $4.25 $21.00 ($50.00) $209.65 Total Fees: $209.65 Total Receipts: $0.00 MAR 2 PAS •\\ Permit Status: APPROVED Permit Expiration: 9/4/2005 Construction Value: $17,662.00 Work: 1 DOOR WITH SHUTTERS - 5 IMPACT WINDOW OPENINGS BLK 55 LOT SIZE 100.000 X 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. BY: • gig 4 BU. \ 1 PEI FBC Permit Owner' Owner's City Tenant/Le Job Address (where the work is being done) City Miami Shores Villa _e Is Building Historically Designated YES Contractor's Company Name Contractor's Address Miami Shores Village ig Department 'enue, Miami Shores, Florida 33138 )5.2204 Fax: (305) 756.8972 Master Permit No. Plumbing Mechanical Phone # Zip Phone # 5 I 4v_ @- Sr_ County Miami -Dade Zip NO Phone # Permit No. City State Zip Qualifier State Certificate or Registration No. Architect/Engineer's Name (if applicable) C 7j Certificate of Competency No. Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition Describe Work: Total Fee Now Due S (Continued on opposite side ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition J ***********w******..********* F Submittal Fee $ Permit Fee $ C 71 « CCF $ CO /CC C Notary $ J Training /Education Fee $ Technology Fee $ Lt. a r ' Scanning $ ti el— Radon $ "°"' Zoning °fond $ _-- -* Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 _8 Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.220• Fax: (305) 756.8972 Permit No. ; - Master Permit No. Permit Type (circle): (� Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ' \t;1 laK..1 Vkf. ` z. Rai. Phone # `s, , ` 12 > i c . <'` l Owner's Address `" 1 I 't 1 City Vt,1, -xtA1 State - k \u4'.« Zip i 7 ) j'.�,� Tenant/Lessee Name Phone # Job Address (where the work is being done) I ( 1k , I ` )T City Miami Shores Village County Miami -Dade Zip `' 7)1 Is Building Historically Designated YES NO Contractor's Company Name + �'ti 4 - {'\' - -K° 1 ■ 2 I Phone # Contractor's Address 1 C e ,- - City _ \,‘ State t cAe_ ick( Qualifier \ i 4' i �' a d I:71 — Architect/Engineer's Name (if applicable) _ } ) 1 Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit 1 7 ) 1 -G z� .r ?? 2_e •iC. Number of: Bays Stories Type of Work: ['Addition ❑Alteration Describe Work: " R1 Families Zip T, (,L Square Footage Of Work: Bedrooms Baths DNew ❑ Repair/Replace ❑ Demolition : t— A - -A c- r e * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculation -Mist Permits * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** County Escrow Fee $ Permit Fee $ Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Minus Plans Check Fee $ ( ( Fee Totals $ (Continued on opposite side) Bonding Company's Name (if applicable) (3 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) L I iN 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 : a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good f. th that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is . u. ect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insp ctj n which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wilM , t : 'pproved and a reinspection fee will be charged. Signature The foregoing i day of 2 1 I who is personally NOTARY PUBL Sign: Print: Chc6/1 7/03 wner or Agent ent was acknowledged before me this , 20 c'c , by /)'i As S te— known to me or who has produced As identification and who did take an oath. �uuu� ,,, GESIJS SAtNZ DE LA MAZA in s ommies.r DD 183803 eft is a j M � ' Dire$ 02 -13 - 200 P kt 1 0J i ? bantoae Notary My Commission APPLICATION APPROVED BY: ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature NOTARY PUBLIC :, Sign: Print: My Commi (Certificate of Competency Holder) Contractor The foregoing instrument was acknowledged before me this day of , c : ; ''� 2CE S, by Mc 1.- -r 1 F4 ()1' -= who is personally known to me or who has produced as identification and who did take an oath. ******************************************************************•*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. Certificate of Competency No. **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/3 Floors: 2 Living Units: 1 Adj Sq Footage: 2 ' 928 Lot Size: 12,900 SQ FT Year Built: 1932 Legal Description: MIAMI SHORES SEC 2 PB 10- 37 LOTS 21 & 22 BLK 55 LOT SIZE 100.000 X 129 OR 16987-4856 1195 1 Year: 2004 2003 Land Value: $189,805 $135,791 Building Value: $174,456 $170,064 Market Value: $364,261 $305,855 Assessed Value: $364,261 $305,855 Total Exemptions: $0 $0 Taxable Value: _ $364,261 $305,855 Folio No.: 11- 3206 - 014-0890 Property: 571 NE 94 ST Mailing Address: MASSIMO VIVIANI 571 NE 94 ST MIAMI SHORES FL 33138 -2847 Sale O /R: 16987 -4856 Sale Date: 11/1995 Sale Amount: $213,000 ' 1iami -Dade My Home My Home t'I'Ia id Show Me: Property Information Search By: Select Item 0 Text only 'V' Color Aerial Photography Use ( *for Black & White Summa n+ Details: Propert y Information: Sale Information: Assessment Information: ACTIVE TOOL.: SELECT Aerial Photography - AirPhoto USA 2004 %;;?; We appreciate your feedback, please take a minute to complete our survey. My Home 1 Property Information I Property Taxes I My Neighborhood 1 Property Appraiser Home I Using Our Site I About I Phone Directory 1 Privacy 1 Disclaimer E -mail your comments, questions and suggestions to Webmaster Web Site © 2002 Miami -Dade County. All rights reserved. 0 113ft If you experience technical difficulties with the Property Information application, please click here to let us know. Page 1 of 2 http: / /gisims2.co.miami -dade. fl.us /myhome /propmap.asp ?app= none &bytool= ADDR &cm... 02/22/2005 AFTER RECORDING - RETURN TO: PERMIT NUMBER: 2. GENERAL DESCRIPTION OF IMPROVEMENT: Lu kncLow s 5 3fi1-2.S NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in the Notice of Commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address, if available) TAX FOLIO NUMBER: - - SUBDIVISION BLOCK TRACT LOT L BLDG - UNIT 3. OWNER INFORMATION: I. Name\J 1 V \ (LkL 3 \ (I-J Q 2. Address 5, 1 `9` 3T XA {A / 3. Interest in property 1 4. Nacre and address of fee simple titleholder (if Wier than Owner) 4. CONTRACTOR' S NAME, ADDRESS AND PHONE NUMBER: 1 o Z`I FloOrioN C o r P,(l Pt 1huA.l -4tr eIL &d 1i- 3 Z"-6O 5. SURETY'S NAME, ADDRESS, PHONE NUMBER AND BOND AMOUNT: 0 h. MESS i hzi HAWV RUM, LI 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: NAME, ADDRESS, AND PHONE NUMBER 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: NAME, ADDRESS, AND PHONE NUMBER: 9. Expiration date of notice of commencement ' xpira date is 1 year from the date of recording unless a different date is specified: ,20 y .VY: 0 *. 4 GESUS SAINZ DE LA MAZA +°- Co#Yit1 IS Sa'.Qt >t PD 183803 My Commission Expires 02 - 13.2007 OF OWNER STATE OF FLORIDA, COUNTY OF (AI D gi TYPE OFIDEN77FICATIONPRODUCED CFH 2005R0217393 OR Bk 2,313E F9 0285; (1P9) RECORDED 03/04/2005 12:40:41 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE STATE OF (FLORFG':, COUNTY OF ilMIP hd11t137C 1771 : : - VOa1thiSiSaIT. ,. .� &311.0 PiAlqI P NTED NAME OF OWNER NOTARY / NATURE 1 1111111111111111111111 11111111 11111111111111 Ul - \ - SWORNTO( ORAFFIRMEDIAjp ,FfIBSCRIBEDBBFOROMB_ , / . D4Fr Y- • ,BY AM5SINv 1/ PERSONALLY KNOWN ( ) PRODUCED IDENTIFICATION hJ 150.3; License No. CB CO39161 . P.O. Box 522290 ♦ Longwood, FL 32752 -2290 Name: mAS VI Ulf1 I Address: 51 A/ 9y s Grids: E2 -S0 - Rev. 08/02 (Street) 1 T —, 4— Glass ❑ Clear ❑ Bronze S HO Ma IMPROVEMENT PROMOTE Replacement Windows 0 1— O ❑ OBS Si ❑ Low E /Argon ❑ Gray ❑ OBS Full irKeepsafe NOTE: Tempered glass will be installed to meet building codes. Phone: Res: 305--1 2'S-4/del City: MIAMI I S Y 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: SAS (City) 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 .Iir'P/ Windows in openings described below to the following specifications: Color: l iyhite ❑ Beige ❑ White /Light Woodgrain ❑ White /Dark Woodgrain Type: ❑ DH 2fSH ❑ 2 -LR 0 3 -LR ❑ PW Q'Other SL 1 t1,y 6,05s" 410Q ❑ Other Qty Qty — Qty — (Hty Qty Qty! Oty ❑ Other ❑ Other Qty _ Qty _ Top ❑ Full Bottom 0 Screens CHECK IF OTHER THAN FIBERGLASS: (On Sashes Only) ❑ Alum ❑ Solar Warranty: Manufacturer's Warranty sent upon completion. 4. Existing units NOT to be replaced: tbw•vs W i3O " • X i S ?A�5 W "l pail -I i]PpIACC. A)A5Kng Zve nr W to d /dater% 34rw t✓cvrb -. wIHJO w F 5. If applicable, after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchase event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars. 6. Special instructions: Sorj COST ) •UC IU y.ve 1 t 1,..5 5 1 t 1) „ o t\ Wit\ i,wt j- ro 7. Clean up job related debris and provide necessary permits and insurance. 8. If applicable, in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of an • o Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9. Allow approximately 3-6 weeks for installation. C 7v NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND I/WE UNDERSTAND THEM M j , . � AD TONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS C ' • CT. tC• ' Please read the following bold type and initial corresponding line. eYb,l nderstandings and agreements with representative shall not be binding., All. understandings and ag ust.be set forth •In Bing In this Contract. Due to climatic conditions, Interior condensation may occur. Purchaser Initials: 10h e TOTAL PRICE for all Labor & Materials (Including any applicable discount) is - s $ , ,,-46,a. . : _. Down Payment $ .. .00 Contract Price Balance Payable $ Ili f Z .00 State Sales Tax (_ %)$ -8' . - -(If applicable) : -. ___ . - • - - Total Contract Price $ i116C12- rms: Credit ❑ (Subject to the approval of tie CredirDepartmetit) r ti' :. `' ' :' :` • Cash C2 Payment payable to Installer upon completion) Funded by: Bank F- ;-,51" ✓ c'' City M ,04• I St. Pc- Acct # 'I Ya 11 67 X k 551 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. I/We the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verify and review my /our credit record with an Independent IN WITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this day of y/3 O credit reporting agency and release them from all liability incurred from inadvertent omissions or errors. S 20 and acknowledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the owner is ready for work to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) may 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. Signature affixed be acts as receipt that Purchaser(s) received separate cancellat'on fors. SUBMITTED BY: Representative Date Purohasla f (� i Date (xtc-s CA, 'L— & c, Mgca z -3—a ACCEPTED BY: Sears Home Improvement Products, Inc. Date Purchase Dale Phone #: too - 7`19'3H.9jf-t - - JobNo.: L)T o'1 Bus. 30-- 9031 St.: 6L Zip: 331 (State) (Zip) Bevel Col Sculp Col Flat Diamond Clear White Tan . -' Wd Grain - - Brass • License No. CB CO39161 . P.O. Box 522290 ♦ Longwood, FL 32752 -2290 Name: mAS VI Ulf1 I Address: 51 A/ 9y s Grids: E2 -S0 - Rev. 08/02 (Street) 1 T —, 4— Glass ❑ Clear ❑ Bronze S HO Ma IMPROVEMENT PROMOTE Replacement Windows 0 1— O ❑ OBS Si ❑ Low E /Argon ❑ Gray ❑ OBS Full irKeepsafe NOTE: Tempered glass will be installed to meet building codes. Phone: Res: 305--1 2'S-4/del City: MIAMI I S Y 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: SAS (City) 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 .Iir'P/ Windows in openings described below to the following specifications: Color: l iyhite ❑ Beige ❑ White /Light Woodgrain ❑ White /Dark Woodgrain Type: ❑ DH 2fSH ❑ 2 -LR 0 3 -LR ❑ PW Q'Other SL 1 t1,y 6,05s" 410Q ❑ Other Qty Qty — Qty — (Hty Qty Qty! Oty ❑ Other ❑ Other Qty _ Qty _ Top ❑ Full Bottom 0 Screens CHECK IF OTHER THAN FIBERGLASS: (On Sashes Only) ❑ Alum ❑ Solar Warranty: Manufacturer's Warranty sent upon completion. 4. Existing units NOT to be replaced: tbw•vs W i3O " • X i S ?A�5 W "l pail -I i]PpIACC. A)A5Kng Zve nr W to d /dater% 34rw t✓cvrb -. wIHJO w F 5. If applicable, after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchase event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars. 6. Special instructions: Sorj COST ) •UC IU y.ve 1 t 1,..5 5 1 t 1) „ o t\ Wit\ i,wt j- ro 7. Clean up job related debris and provide necessary permits and insurance. 8. If applicable, in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of an • o Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9. Allow approximately 3-6 weeks for installation. C 7v NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND I/WE UNDERSTAND THEM M j , . � AD TONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS C ' • CT. tC• ' Please read the following bold type and initial corresponding line. eYb,l nderstandings and agreements with representative shall not be binding., All. understandings and ag ust.be set forth •In Bing In this Contract. Due to climatic conditions, Interior condensation may occur. Purchaser Initials: 10h e TOTAL PRICE for all Labor & Materials (Including any applicable discount) is - s $ , ,,-46,a. . : _. Down Payment $ .. .00 Contract Price Balance Payable $ Ili f Z .00 State Sales Tax (_ %)$ -8' . - -(If applicable) : -. ___ . - • - - Total Contract Price $ i116C12- rms: Credit ❑ (Subject to the approval of tie CredirDepartmetit) r ti' :. `' ' :' :` • Cash C2 Payment payable to Installer upon completion) Funded by: Bank F- ;-,51" ✓ c'' City M ,04• I St. Pc- Acct # 'I Ya 11 67 X k 551 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. I/We the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verify and review my /our credit record with an Independent IN WITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this day of y/3 O credit reporting agency and release them from all liability incurred from inadvertent omissions or errors. S 20 and acknowledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the owner is ready for work to begin. THIS MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) may 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. Signature affixed be acts as receipt that Purchaser(s) received separate cancellat'on fors. SUBMITTED BY: Representative Date Purohasla f (� i Date (xtc-s CA, 'L— & c, Mgca z -3—a ACCEPTED BY: Sears Home Improvement Products, Inc. Date Purchase Dale Phone #: too - 7`19'3H.9jf-t - - JobNo.: L)T o'1 Bus. 30-- 9031 St.: 6L Zip: 331 (State) (Zip) Lj Date: Phone. Customer: City: Series ?A 1-1° 1)00 - A/e4./• /in ?Ar:r._ pp.,- INS .1,516 2 - - x" m ITEM 1 Z g s 0 MODEL 4 S ii t x a + 6_211 s 1 4 23 s 013,000 • 022,999.00 3os- 72-5 -co a '4 Mos svvo AA VI Pwv• /Th S ENTER WIDTH 9 HEIGHT FOR EACH UNIT TO 010 tl 3 REPLACED AND ENTER td CORPEsPoNoinic NUMBER SPECIAL INSTRUCTIONS: CoLorq crE pp (mu s c, + w rC - _± WINDOW PROPOSAL WORKSHEET WD HT WD H r WD HT 31 X 574,Lli x 4,3 t. js( roo/ , H WO HI WO IT G‘ I 1 7 x ZI ti 1 - 6;1 - 57 j 1" XJ o x 1 For second story - use additional worksheet GRID ITENIP/OBSI AmOlINT _ . ,vo I 90 A•0 _ — kel it/ s T ' 477 GLASS SCREEN N a718 J‹ 3 _EILA, I I'. + 1 vi1,04/ ,,) 0 sti s wh•TE, - 4 ____ s ,... a A. c 01'7 _ s 1 H .... • TE:" - _.. ;),......_ 3 ,..._ ,,.. 0 G. * _ ii I ■vi, , re:7 _ acIA- sr AD .. 1_ - __ + i ■N. telt.,111 0 0 16 .$), ._]. S T . _ _______,_ c) SO 0 17 'Rs: -ip 4: V.ce Sqi...1 18 ST 0. \ IL S D t f•-‹.....w) L- - • _ Detail additional labor arid charges - •_• ••.—________.• •_.__•_ Bays/Bows: Specify window type (lc, casement 12) etc ) VOLUME SAVINGS RETAIL PRICE UisCouri r 51.500.00 52,409.00 92,500.00 - 912,999.00 trt, I- I 023 - 927.999.00 WHITE E. (.7.ORPnt AI $29 ti Up OFFICE USE MLY RAT SALES MANAGER APPROVAL F1.5 05/02 SEAT??S' name ImPROVEMENT 90171.1C 1 It BACK FRONT Oftict LO a 5, es Jo ..!ael No • ....1-1a.7.4)70____ g r 3 Sod [ ... i ____. ___ ____1 0 . Total S ■ . 000 I. VU. lCoupurli 2 011 SUM,' 2% Travel -- • Auditing Manager inTAL Yri 1W.IIRANC1 I PINK 11.112.1A1.1 A.TION TOTAL _ it _ RIGH1 H X X X X X X MODEL PD Paio Door DH__ Double Hony___ 2LR Two-Lite Rolle! . Three-Lite FicItcr PW Picture Flung _ LA Single Slider CFI _ Casement nig _ Cl. Casement Lett AWN Avvninq_ -- - GW Garden Window _BAY Btly _ BOW Bow COLOR: Tan Wh te Light Woodgmin _______ ow° Dark Woodyarti GLASS: CLE Clear Hy-Lite Block _E2 _J. ow E/Square GRAY Gray Tint BRZ Bronze OBS Obscure OBSBOT Obs. Bottom __ KEEP Keepsafe TE _Tempered ___ _ GRtDSi___ CF Colonial Full CT OF Colonial Tn_p Diamond Full DT Dramond Top SCUP Sculptured Per4rturcr -- PRA Prairee SCREENS: FULL OR HALF ALU A MISCELLANEOUS MULL Mullions CAP Cap Facing VC/11.1111e igs 0; ■Vp3 l 2001' FLORIDA BUILDIN6 Mean roof hei ght: 2-0 Surface: to Number of stories: 7_. Number of openings: 1 46 Number of openings replacing size for size exchange: (p Are we installing hurricane shutters? If not why not? yes no Product Approval Window Size Wind Loads Do Not Do x X ODE SITE - SPECIFIC DETAIL OF ASCE 1 -95 coIIPONENTS L CLADDING DESIGN WIND PRE..SSURES ODA 0 -9111). - '5?.qC 5 '1. q 0 ( 7A1.0 1'oocil Og -14.o E t55 fooA ®' _D514,01 5 d IM 7 Jacr (3x) 3 1 K63 XX. X. n1As rGR a°) i LOIN• / 03ro5N,0 51.1 •••?AcC . 1 - 1xfo I"5p,'T.I noom go, �1 XY Y x »x34 (2r)3rox50 (5 53n3 5•r s� 5►{ tin-w.f. I•s'1i>TCr IM ?ncT —g &.O 0 03 05 H, ° I ST .7 4,11 2001 FLORIDA eUILDING CODE ASCE 1-S8 DESIGN CRITERIA: 1.10, Kd.0.55. KY.1.0, K:z•TA13l,L�•6 �,;.�... 94' • 0ID02561e..z•K21•Kd P • c P fGC p )- (C.CpI1) GC151•.015 DESIGN CRRERIA SELECT APPROPRLATEE CONDITION, o PALJI BEACH V•1.4011i4 EXP B o BR.:11fARD V.1443 IPH EXP C o DADE V•146 E3 8 C o OTHER V. IIPH EXP05t18E END ZOI.E 5 WIDTH: (i0' OF 714.1' BLDG WIDTH 012 .4 BLDG 1IEEAN 14106. HEIGHT EIJT NOT LESS THAN 3'1 5UILDIW 1 ROOF IEKaHT: FT PRESSURES, 107 -_D ON FLOOR PLAN GENERAL NOTES: 1) T1-ILS SPECIFICATION 5 (M134303 TO ILLUSTRATE DES*N W)a13 PRE55UfZE5 AS LISTED FOR USE WITH PRODUCT - APPROVED 5TSTETCS. ALL NOTES. DETAILS. MICI4ORA[x0, AND INSTALLATION SP1CFICATIOKS 5Hd1.L E£ FOLLCUI5D FOR E4C11 WSTALLFD STSTETI 5T OTI -EFTS N ACCORDANCE 411TH TF. DE514)4 PRF S1 5 STATED HE4ZE01. 21 15145 F 15 NOT WENDED TO OFFER ' ANT PRODUCT ,51 88.1.ED CJZFFICATICIL REF'R04DES TO PRODUCT 4PPRDvALS I5 FOR ORAL FFORIATION Qd.T, REFER To APPLICABLE APPROVALS FOR DESIGN < 5TALI.ATID11 0 • CERTIFICATION. 31 A5 rim' BE 0 5Y CODE. 4)4 APPR3VED IMPACT PRDTECT1Gr STSTEn SHALL BE DESIGNED AND INSTALLED BT 011.ERS FOR THE 005154)850504505 STATED 154`51 NO CERTFICATFGN FOR SIPAGT PROTECTION IS OFFERED HEWN UNLESS STATED 0THERWI5E. .4) DESIGN 0519154045 Kir VARY SLIGHTLY. THEY AID EMENDED TO SNOW CsEXERAL 08571545 SIZE Q&T. DO NOT USE FOR EXALT I1E4.5L 'ENTS. NO 51Al234141 TO LISTED DR eNsicw5 15 f 0D 04114 74415 DESIGW, S) NO CERTIFICATION LS OFFERED FOR TLE INTEGRI T Pr THE NOVI 5T1d1C12. 6) DCCEE8T AS ENPIZE55LY FROv1DED HEREIN. NO ADDITIONAL CERTFICATILNS OR 4)I8'44TIGTI5 450 INTENDED. OPTIONAL DESIGN INFORMATION: WIN Fusty. es..,11711 exrc0 P. DESCRIPTION 5CAL =: {{iASLUINN BY: 5 17EC4 D O'f: PRar DAIS: Joe •+ REVISIONS ' SNEET: OF D ATE 1 k `f© 3 9q I Sc` w 8' 30C Y 73" q7 L O ) 3 M I A M I•DADE BUILDING CODE COMPLIANCE Oi'1'ICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box fl529 Nokomis, EL 34274 MIAMI-DA DE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1 r WEST k LAGIIER 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 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. MIrESCRIPTION: Series "SIi -70I" Aluminum Single ung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.F., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE, IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall 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 he done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 .Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 COMPARATIVE GLASS TYPE: A 5/16' B. 5/16' C 13/'6" 0 13/16' ANALYSIS TABLE: LAMINATED (1 /B "A,.093 1/8 "A) FTL -1880 LAMINATED (1 /13"HS,.090,1 /8 "HS) FTL -1880 I.G., 1/8'HS, 3/8" SPACE, 5/16' LAMI (1/8 'A. 090,1 /8 - HS) FYL -3739 I.G , 1/8'HS, 318" SPACE, 5/16 LAMI (1/8 "00,.090,118 "HS) FTL -3730 WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 63.000 76.000 26.500 A 66 7 -80.0 66 7 -80.0 66.7 -60.0 66.7 -80.0 /2. D C 66 7 -80 0 66.7 -80 0 66 7 -80.0 66.7 -80 0 66 7 -80.0 66.7 -80.0 66 7 - 80.0 66.7 -80.0 37.000 A 66.7 -80 0 66.7 -80.0 66.7 -69.6 57.2 -57.2 0,0 66.7 -800 66.7 - 80.0 66 7 -80.0 66.7 -80.0 0 66.7 -60.0_ 66 7 - 80.0 66.7 -80.0 66.7 -76.1 53.125 A 66.7 -80.0 63.4 -63.4 ' 47 9 -47,9 48.3 -48.3 0,0 66.7 , -80.0 66.7 -8C.0 66.7 -80 0 66 7 -80.0 66.7 -80.0 63.4 - 63.4 58 7 - 58.7 54.5 -54.5 5 3/4" MAX. MAX. ON CENTE TYP. MEAD & S - 53 1/8' MAX. W;NDOW WIDTH I 4 I ELEVATION NOTES CONTINUED 4.) ANCHORS:MAx. 5 3/4" FROM EACH CORDER (HEAD & S L_) MAX SPACING AT HEAD & S:LL: ' 3.000 MAX. 5" FROM EACH CORNER (.IAMBS) MAX. SPACING AT MEETING HAII: 8.000 MAX. SPACING AT JAMBS OTHERWISE: '3.125 5) S..J ^ER REQUIREMENT: NO SHUTTERS RFQUIRFD 6) REFERENCE TES' REPORTS: FL -'889 & FT. -3739 -- _ .ARGE tv1ISS11 E IMPACT W;t' )CWS NO E G� r /t/3 Ruben - Son, P P5 53 S" I lL"i A. 8/'6" (.350) LAMINATE° GLASS CONSISTING 0- AN .09C PV9 INNER LAYER BETWEEN (2) L'ES Or 78" ANN ALFD GLASS. B. 5/16" (.350) LAM NATED GLASS CONSIS T NNG or AN .090 PvB INNER LAYER OrWEEN (2) L TES OF 1 /8" FLEA' S'Rr-NCT1IENED G,.ASS 0. 13 /'E" (.840) LAM 10 GLASS CONSISTING Or 1/8" NEA' S'RENC'HENED CLASS, 3/8" AIR SPACE AND 5/15 1.AVAATED GLASS (.090 PVB INNER LAYER BETWEEN (7) LITE 0; 1 /8' ANNEALED GLASS AND (') LITE CF HEAT S RENGTHENED CLASS). - 3/16" (.840) LAMI I.G. GLASS CONSISTING or 1/8' HEAT STRENGTHENED GLASS, 3 /A" AIR SPACE AND 5/16 LAMINATED CLASS (.090 PVB INNER AYt.R BETWEEN (2) LITES OF 1/8' HEAT SIRENCTHENED GLASS 1.) GiA1'NG OPTONS' 2.) 00NEIGURATIONS: 0 }: 3.) LIES PRESSURE RATING: SEE TABLE A NEGATIVE 1ES'GN ,_GADS BASEL CN TESTED PRESSURE ANC GLASS TABLES ASTV F 1300 -98 (ANC ASTV E 1300 -94 0JTSIDE MIAMI -DADS COUNTY) L. POSITIVE DESIGN LOADS BASED ON WATER TEST F'RFSSURE (FTL -1859) AND GLASS TABLES ASTM E 1330 -98 (AND ASTM E 1300--94 OUTSIDE M:AMI -DARE. COUNTY) INDU TRIES 1273 1ECHN0.0GY ORNL •JOKOV S, Fl 34275 P 0. 805 1529 NOKOMIS, 34214 Oro +n pnro: D.e_ Uwe ELEVATION & NOTES D - ALL GLASS TYPO h TABLE .COtiiFJea: -1 C - ADD 13/15 1.6 7/3, TABLE, EX/77 .era T a: t1LUMINU ?vM SING( E HUNG WINDOW $onaa %l.le: e: xWe. $Coal. Drvo; " No A4v sr -,-c; 1 tv S ( 1 5 1 4 0 4 0 I D 1/8" A HEAT S C9. F.EX B7 /8 HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/1C" NOM. 7 OR - NFD _AYER A OR PVE3 ' 5 1/8" ANNEALED OR HEAT STRENGTHENED GLASS — 1 IH 4 1/7" NOM. G' ASS BITE 5/16" tAMINAT .) GLAZING DETA.,S '/2" NOM. GLASS BITE 13/ 6" LAMA I.G. GLAZ;NG DETAILS 1 /8" HEAT STRENGT•ENED CLASS -b - .090 SOLUTA OR DUPONT PVB INNER LAYER �I ' /6" ANNEALED OR HEAT STREn.GTHEENED ;..ASS 5/16" LAMINATED r L RERFRFNCL TEST REPORTS: 'TL- -'1339 & Ft] 3739 ' LANG 0 RAMS - LAD CLANG O FRAME Sill. G12227 054.4 ITEM Arum. 6063 -7' t —� At.m 6063- T5 .ANC a w1M8 I,,m 6063 - 4 :: ME P• • A!. Afar. 06345 -754 5 SASH TO RAI. Alum. 606385 -14 6 SASH BOTTOM RAIL (Alum 6063 '2 7 SAZH SIDE RA L AI,.m 5063 -T5` I r e GIAZI\ BEAD Alum. 606' 9 WEATH RSTR P - VIhYI. 501 0 'I •h ' 16 26 27 !EM 3 yr N P HO 7658PE AA HD 7856WW 3C 1ST IV.T. (j 1 2225 I 6122 • t 6 1 2 8 4 DESCRIF T10N 5 a 5AI 350 13 6 x .750 PSI I. PN r 14 SWEEP LATCH 13 NS K .625 P.O. 'LT 4006C 61223C 61223' -451 6TP247 62599C SAFLEX B" SOLUTA INTERLAYER IlNIER,AYER WINOLOAO ADAPTER Awn- 6063-T I. =1 736 2 17 65 x .375 PHIL. P u TEK 7gX)8PPT 1__. WFIITHERSTRIP - V.NYL_ CULB SASH 2TPP2491C 11 SASH TO. GU'CE 2 ' 20 SCREEN 7( BALANCE COVER LA 27 BANCE 2 3 WS'P, .270 x 170 BACK, "14 SEAL 1235 24 SASH FACE 54740E 71087 SASH 5 I5 z `00 PHIL F.T. H0. x STOP Alum 6063-T5) ----1 - 76 17144 1.000 OH P.H. SMS 78X1PPA SEALER _ ; 65651,755w VINDLOAD AOAPTER PLASTIC : 6120/ 2 GLAZING /5w € A! 6065 -T5 4067 13 16 LAN' I.G. GLASS / HS & 3 /16 LAMI .Y (7 4 E5 OF 1 /R" Hs G .!!J 1 P 187 x 230 BACK, FIN SEA,. 106 X .33 EGRESS LATCH OPTIONAL) 6400$ , 34 SPRING S'LL 141CH (OPTIONAL) 35 BA.,555E ULTRA -LFT SASHES J 40# 4019 -1 '3/16 .AMT I0 . CLASS (1/8" HS 4c 5/16' LAMI 5L16" I AM. - (.1„) 117 OF 1/8" A Gl.ASS & 36 Wr) Ra2S1 CL ^'IA P F PF 4139T'2 Sb.aual INDUSTRIES_ 4070 TEC'1NOLCGY ORNL 5050915, :,. 34775 P.9 608 '529 A0K0115 F. 34774 ALUMAX ALJMA% _ INOALE X j (NOME) , ALUMA% LA_U'AAX 1ALUMAX 1 per Gtariro Noe) EAM G.ASTICS I )OW CORNING 1 H.P.G 2 Vt. O r 2 QTY. / LOCATION Ito of can Hntance° to Jambi) + 14.5 from end of vent Lob rat) it w;a1h i5 >w 42" Sweep Later Screws) Bowleg when using 2 Bowleg Ialcne� ee frame 'ombd. 30 tram boi. 4 Wind Dad Adapter Scrvwy� at Vent Bottom Rag 1 per each balarce AOL;A FASTE9E'RS VENDOR VENDOR MINATURE 0.E CASTING 1'61.214.54 MERCHANTS FASTENER ALUMAX AF -1 MERCHANTS EASILKLR ��r TEAM P'.ASTICS T -24 - MASTER TOOL V7,v_ TECH.\PGT 1 er each balance) 1 © each frame Iamb) vent tombs & vent top raj) vent ;amp 2.5" from bot ) asn .41. screws) 0 GLASS MI 36 C -ADD 130 - 135 AF 12225 A -I 226 AF - 12277 40 44x. 00Q 65 6A -I 230 AF -122 AF- 534571 TP -24 839 wY8090 STAVE CALOWELL SCHLEGEL OR E01.114. 575160 VINYL TECH.\PC4 SCHERER INO. PR00. li - --5 fare 8 top of each frame lamb) ALUMAX AF - ' 2244 Frame & Vent A555. 5erey51 _ 56904 475 FASTENER SCHNEE/I40RDTEAD SM5504 home :areas 30" from bell, PROTOTYPE WC99 6 -1 20 7 1 ■NDAI,EX _14057 378" ATP, SPACE) PCT 9S) _S(A. L&. QR 1 )PONT Pv8 r2NFR 1AYFR 0 1 (Co MEFTiNNC RAIL 15CHLEGEL OR 000.4. 610605 7{ 2 64009 AIDriEIL '- ! "7SPRN5 2 C / 3/8 AR SPACE) PG7 -- _ !1) MITT DE HS C. 496 14/ .090 SOL.UT. OR DUPONT PVB NEVER ,,AYFR F. r %3/03 r'' "7-"P• 03/25/03 1 R 'T K 10/1 78, TABLE, EXTR. ev54 . bale Rov"'' 0.8. 8/18/98 ✓3r ca•e G.B. 212798 PARIS %ISI & GLAZING OPTIONS ,tb. Al UMINUM SINGLE HUNG WINDOW 4040 Rev Serbs /lredw 76.000 1,AX. HEIGHT .655 EXTERIOR 1 ROUGH OPENING - o--- 2.784 ROUGH OPC'IlG .500 34.500 DAYLIGHT OPENING 2.330 3 DAYLIGHT OPENING INTERIOR REF !ER I- I :CF_ TF ST REPCR — S ETL -1889 & FT. -1739 53.175 MAX. WO 7 H w- -� 49 625 DAYS GH1 CPENINC — 1 .12.5 EXTERIOR ROUGH OPENING VERTICAL SECTION OP77O"L . Rob& L C P E PE !3.717 SE o, al INTERIO 48.250 DAYLIGHT OPENING HORIZONTAL SECTION +070 TEChIOIOGY CR'VE NCKONtS. '. 34275 N.O. 00X 1b29 NOKOU S. V1 34E74 T.14' 0 -ADO ahs5 rrNe AEU 36 . - ReMa.ona' 03/2 6/01C -ADO 130--135 Rwsb Dy Doto: r'.K. 10/1 t /0l P7rsa tomty. bore 0. B. + 82 _ 5/98 Draw, By. Ocio. D.B. 12/9f98 Dt•ur.pGen- SFCi7ON'S L9 2.710 ALUMINUIv1 SIIVCLF HUNG WINDOW Sn.oa/Nada' Seab Senor , ny R4 sH •. 701 I /v T S .3 of 5 I 4040 ROUGH OPENING L ALUM. 60631- T5 .490 737 — 2 .062 7.f14 - 705 — M. 6063 , T5 r 2 325 .062. L 1.707 1.969 ---- .06 _ - .350 ALUM. 6063-T5 .791 REF LRENCE TEST Rf-POR 11 18E9 & TL--3739 2.784 1 019 t I .062 - 013 ALUM. 6063-T5 A.UM. 6063-T5 .062 2.730 ALUM. 6063-5 ALUM. 6063-15 1.165 .062 -17— 1 349 CA .413 —1 6003-5 2.. 10 1.523 1 023 -= .062 '.123 1.051 678 .050 --I C FtT INbusTRIEs 1010 Tr eht+MCCY ::Rvt NOKOMIS, r. 34775 PC. 80x :520 .1000ms, FL 34274 ALUM. 6063-15 DoscHloltoN• 1 81 F.— 1 11 2.029 1 .062 - —- 1403 7 --------- .)j m EXTRUSIONS ALUM. 6063HS-T5' P. .68.3 .050 T 1.097 ALUM. 6063-T5 Rd 8). 'Do. Poviadars2- F.K. 6/3/03 3-N0 CHG THIS 9-4T Revad 9y: - 011..., R•vnans: F.X. 03/25/03 C-00 130,33 Cl-iC 14,5 evzci By. Pct, ,,,,„..,, r.K. 70/71/0; T8, TA&LE, EXTR. r7GFI tote 8 / 7 8/58 'Drown E... DOW 0. 8. 2/9/98 ALUMINUM SINGLE HUNG WINDOW f s000s/mod, ca . Ts. r.....i.. SH-701 • IV I S 4 °' 5 4040 TYP. SILL � a • a a ? z =c r 1000 r• �1 t yam —1 -- - t7'_ [ 7 L .250 MAX. TAPCON HEAD 2 r r'IO' MOCK PANHFAD L REFERENCE EL REPORTS: FTL -1889 3t FTL –3739 ..250 250 MAX. TYP. HEAD TYP. SILL /72 PANH &1D 25.0 .250 � "4.4X. - " . MAX j 1 500 a 1.S00 ' 2 x 4VCD MUCK 1 RabM L. 3 2 7 1 2 P E. VF s33'1 Sr•uRVra1 – 1.750 – TYP. JAMS - 070 'E2lNOICCY DRv NC 1 Ft. 54275 P.0 BOX 1529 N2K0:45 rt. 3427 Pa0»vcr tL2vcs1D es comb* ON Or Mita b 1 1 , Cana/ I F.K. 6/3/03 0 –NO COG THIS SHT m,. 03/26/03 C –N0 C ✓C THIS SHT. C B. Oore RtaScc,.- 10 11/01 7B, TABLE, EXTR. �° Hewsam O. - L. tY/ 7 8/99 D.P. 2/9/98 oeT4um_ ANCHORAGE TYP. JAMB rta. ALU•M/NU/0 SINGL L HUNG WINDJ _err, /woos+ s�o�o: 5+...e- r ; 0”.r; w� $H -701 NTS I 5 5 .— — — 040 'Re M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) MIAMJ -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER 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 "SGD -2500" Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. 757, titled "Aluminum Sliding Glass Door ", sheets 1 through 9 of 9, prepared by manufacturer, dated 7/17/01 and last revised on 5/06/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 0701.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 03 -0123.08 Expiration Date: May 22, 2008 Approval Date: May 29, 2003 Page 1 91 1/4" MAX. DAYLIGHT OPENING 14" MAX. O.C. 1 6" MAX. 1 1 r i �— 2 3/4 " MAX. u0» "x" 1 Y V MAX. .' 192" MAX DOOR UNIT NON— IMPACT SLIDING GLASS DOORS 1.) GLAZING: l/4" TEMPERED & 3/16" TEMPERED (SEE COMPARATIVE ANALYSIS TABLES) 2.) CONFIGURATIONS: OX, XX, XO. OXO, OX X, XXX OX X0, OXXX, XXXX 3.) TEST REPORTS & RESPECTIVE DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 7 & 8. o.) FTL -3102, +60 P.S.F., -60 P.S.F. W/ 1 /4T GLASS & ALUMINUM REINFORCEMENT b.) FTL -3116, +50 P.S.F., -50 P.S.F. W/ 3/16T GLASS & ALUMINUM REINFORCEMENT c.) FTL -3117, +35 P.S.F., -35 P.S.F. W/ 3/16T GLASS & NO REINFORCEMENT 4.) ANCHORAGE: DOUBLE ANCHORS PER LOCATION AS FOLLOWS: HEAD &SILL - 2 3/4" MAX. FROM EACH CORNER 8" MAX. FROM EACH MEETING RAIL CENTERUNE 16 " MAX. 0.C. O IWERWISE JAMBS - 6" MAX. FROM EA :H CORNER 14' MAX. 0.C. .5.) SHUTTER REQUIREMENT: HIGH VELOCITY ZONE (HVZ) SHUTTERS ARE REQUIRED. 6.) ALL FRAME CORNERS & PANELS SEALED WITH SCHNEE /MOREHEAD SEALANT. 7.) SILL RISER TO BE ATTACHED MAX. 12" FROM END AND 24" ON CENTER. /7/ 5S3 Robert L. Park, P.E. PE #39712 Structural 'V MAX WIDTH (48" AVERAGE MAX. PER UNIT) 2 1/4" MIN. DOUBLE FASTENERS REO'D AT EACH LOCATION, TYPICAL HEAD, SILL & JAMBS (SEE COMPARATIVE TABLES ON SHEETS 7 e ANALYSIS FOR TOTAL 0UAMTTIES PER SIDE) /12 SCREW OR 3/16 ELCO TAPCON TYPICAL LOCATION ANCHOR DETAI INDUSTRIES Rind Br Dot.: F.K. 914/2/03 Drown By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 44 1/8" MAX. DAYLIGHT OPENING —� 16 MAX. 0.C. Rena 6Y: Oate: F. K. C 4/8/03 Deter 7/17/0 Dijon ELEVATION & NOTES Set.. /Moat SGD -2500 Revisions. Revs/ By:1 Date: F.K. DJ 4/22/03 xme: NTS SM.t: 1a 9 SEE DETAIL BELOW SEE DETAIL BELOW 96" MAX. DOOR UNIT HEIGHT rw ALUMINUM SLIDING GLASS DOOR PROAUCT RENEWED otesplylog ,1A d. Melds Theidlad Code Ampoules N4a3 OIz3 Eegntlw aeeR 4 A 1 tt 7,08 By 1c= 1 , 4 µ4e. Medal D dd Ptd • [MAW O.a.in9 No. Revisions: VARIOUS NOTATIONS 757 91 1/4' MAX DAYLIGHT OPENING TYPCAL 95 1/4' WAX. PANEL HEIGHT VERTICAL SECTION (oXKO) 2 1/2' OVERALL SILL HETGHI SEE COMPARATIVE ANALYSIS 1 3/4' OVERALL SILL HEIGHT 35 PSF AWN. POSITIVE PRESS. ALL SIZES VERTICAL SECTION (XXXK) 96' MAX. DOOR UNIT HEIGHT 44 1/8' MAX. DAYLIGHT OPENING TYP. (4) SFF NOTE 2 X10: 1. OXXX HORIZONTAL CONFIGURATIONS SHOWN 2. THE FIXED PANEL DETAIL IS SIMILAR AT OPPOSITE END FOR 'OXXO' CONFIGURATIONS. J. REFERENCE TEST REPORTS: F1 -3102, FTL -3116, F7L -J117, FTL -3596 44 1/8' MAX. DAYLIGHT OPEMNG TYP. (4) SFF NOTE 2 HORIZONTAL SECTION (OXXX) W/ REINFORCEMENT (DOUBLE INTERLOCK) 44 1/8' MAX. OAYLICHT OPENING TIP. (4) SEE NOTE 7 HORIZONTAL SECTION (OXXX) W./ RE/NFORCFMFNT (SINI:I F / NTFRLOCK) HORI7ONTAI SECTION JOXXX) 49 I /8' MAX. PANEL 1170TH W/0 RFINFORCFMFNT (SINGLE INTERLOCK) Robes L Clark. P.E. PE #39712 Structural T ■ INDUSTRIES '070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL .34275 NOKOMIS. FL 34274 Road 9Y• Dote: Raved 657 Date: F.K. B 4/2/03 F.K. C 4/8/03 Drarn WDR Date: / M: 49 1/8' MAX. PANEL WIDTH 49 1/8' MAX. PANEL 14I0174 Rerhionc F.K. 01 5/2/03 OeanlptIon: HORIZONTAL & VERTICAL SECTIONS ALUMINUM SLIDING GLASS DOOR Se hs /Nodal: SOD - 2500 Scale: NTS SMeG 2 al 9 ?ROOM s9 with the Poles � $ -0113 4 8 &p(raa.=DM, /'f.#glie2000 p i., 1 2 R- i' . 4„1 CORRECT SECTIONS atop No. 75 7 � R6 (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE 1NTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK REFERENCE TEST REPORTS: FTL -3102, FTL -3 FTL -3117, (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB INSTALL W/ #10 x 1" SMS (2) FTL -3596 RDberL. Clark, P.E. PE #:9712 Stnemeral 63 /4" 32" 1 � (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL INDUSTRIES R.r.d t>r 113We. F.K. B /2/03 Drown BY F.K. rN.: 1070 TECHNOLOGY ORIYE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. Ft 34274 Rev./ Br: btc F.K. C /8/03 Dot.: 7/9/01 DncrfaBen: OXXX CLIP & BRACKET ASSEMB ALUMINUM SLIDING GLASS DOOR Series/Mode,: SGD -2500 Revisions: F.K. 0J5/2/O3 5co1.: NTS Sheet: 3 07 9 INSTA SMS Drawing No. 757 (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH • FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD LW/ #1O x 1" 6) INSTALL W/ #10 x 1' SMS (6) PRODUCT R ENEM'ED n ¢utDplIY/ e.tl tM'lalda M �p3 — Olt3 . r�prw. � +., z uoF � MMI DMrler Rog CORRECT NOTATIONS LY VIEWS Re, G REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3117, F7L -3596 INDUSTRIES Robert L. Clark, P.E. PE 839712 Structural T Raved Ely: ] Doty Drown By: F.K. 1070 TECHNOLOGY DRIVE P.O. 80X 1529 NOKOMIS. FL .34275 NOKOMIS. FL 34174 Rarad O Dotn: Dot.: 5/2/03 Revisions: end Ely:1 Oo 7a: F.K. Di 4/22/03 PAN EL & FRAME ASSEMBLIES rua: ALUMINUM SLIDING GLASS DOOR PRODUCT RENEWED ea awsptyl.s wMA obi florid) Baldly CAW Awns. a Plea-4 /E?O £ ginNYNO N w9�1s, M bI Dilde F.aastC.stn9 DFlirf Frvisians: MEW SHEET Serias/Modal: Scol.: Shoat: Growing No SCD -2500 NTS 4 of 9 757 ITEM DESCRIPTION PGT PN VENDOR VENDOR # 69494 69409 6707 66172 67304K 7S -242 41802 41801 6FELTK 62003K 71034A .71420X125 7LOCKK 70UMY 71078 69492 612FBX 6755M 6817+5 68181 68180 7SOKEEP 78X 11TSAz 41804 41818K 72087K 7PPBM 6 76X12A 7P69GG 7P30GG 78.34.44 614GLK RA 13A 7717FPCA 41814 41754 6756 7638T2 70288K 68980 7 1 Lockstile / Jamb Stile 2 Double Interlock 69362 Keymork 676 81 3 Interlock keymork 677 4 Bottom Rail Keymork 1359 5 Top Roil Keymork 667 6 Glazing Vinyl (for 3/16" Gloss) Team Plastics 7 Wheel Assembly Nationwide Industries 8 Plastic Bottom Ponel Guide PGT Industries. Inc. 9 Plastic Top Panel Guide PGT Industries, Inc. FS7831 -187 11 .200 x.187 Wstp — Pile F57819 -187 10 .320 x .187 Wstp — Pile Schlegel Schlegel i2 110 x 3/4 Top Rail Assy. Ph. Pan SUS Poster Ind. 1127 1J 1/4 - x 1 1/4 Lq. Bat. Rail Assy. Screw Spencer Products 71420X125PPMSX 14 Latch Assy — Lock Side Nationwide Industries Notionw'de Ind stries Fastec Ind. 1135 15 Latch Assv. — Dummy Side 16 110 -32 x 7/8 Latch Scr.. Ph. F1. SMS 17 Heavy Outs Astragal Keymork 1132 1364 18 Alum. Reinforcement. Astragal ok Single Interlock (full Iengthr 19 Alien. Reinforcement. Double Interlock (lull length) 20 Frame Head 23 Latch Keeper 24 18 x 1/2 Tr. Ph. SMS 26 Latch Keeper Spacers 27 Jamb Bumper Indalex Keymork Keymork 664 21 Frame Sill Keymork 665 22 Frame Jomb Keymork Nationwide Industries Fastec Ind. 1137 25 Screen Keeper PGT Industries, Inc. PGT Industries Inc. E ostcoast Rubber & Plastic 31324 Fastec Ind. 1138 28 16 x 5/16 Ph. Pan SMS 29 Adopter. 2 1/2" Hi —rise, Sill Keymork 834 1136 30 15 x 1/2 Ph. Pon SMS 31 Heider Oust Plug — High Pile 32 Sib Oust Plug — Low Pile Spencer Products Ultrofob Inc. P6903G Ultrofob Inc. P3004G Spencer Products 33 18 x 3/4 Team Plastics 34 Maxine Vinyl (for 1/4' Gloss) 35 Fixed Panel Clips (TOP) D&B 717 36 Fixed Panel Clips (OP) 0&B 718 37 Fried Panel Bracket .38 Track Clip Guide J9 Track Clip Cover 40 16 — 3/8" Ph. PH Tek Screw 41 Mcrtice ock Assembly H/Cy ..3/15 Tempered Glass 44 4 Tempered Gloss 45 Screen Frame 646 754 756 43 47 12 x 2" FH SCREW 49 3/16" x 2 1/2" TAPCON 50 Sill Adopter, 1 3/4' 68313 Keymork 732 NOTES' 1. FULL LENGTH REINFORCEMENTS = DOOR HEIGHT MINUS 5" PGT Industries, Inc. PGT Industries Inc. Keymork Spencer Products Truth PPG. LOF PPG. LOF Keymork S pencer Products llco Textron, Inc. 2. REFERENCE TEST REPORTS: FTL - 3102, FTL - 3116, FTL - 3117, FTL - 3596 AF -8980 Robert L. clerk, P.E. PE 1139112 G. :..1 3/8" GLASS BITE TYP. ITT INDUSTRIES 1070 TECHNOLOGY ORWE NOXOMIS FL 31275 3/1 6 " TEMPERED GLASS 1/4" TEMPERED GLASS Pond . 13$ 14 /2/03 Dram Br WDR rue: Rind By: oat.: F.K. C14/8/03 Date: 5 /2/01 Deecntption: GLA ZING DETAILS & BILL OF MA ALUMINUM SLIDING GLASS DOOR sari. ilvdrk P.O. BOX 1529 Noxouns, rt 31271 SGD -2500 Saute: NTS PR 07 ktleol bt.rloi Revisions: Rersd er: Dots. F.K. D I 4/22/0.3 ADD Sh «t: 1 Drawing No. 5 a1 9 757 LASS BITE TYP. LASS ILENEwni > 14mer1de cook errtlse aft mr12.'t 1 (sow I. CU...A. Daft n ..._. Revidon: ITEMS 17,18,35,36 at 5 T'L 3.624 - 1.000 1 1.233 1 .50 G 0 1 .062 .062 .574 2.250 1 0 -on 1.233 r -- 4 .594 -- 1.797[1 0 6063 -T5 ALUM. 20 HEAD, 2 TRACK .890 1.375 6063 -T5 ALUM. TOP RAIL 29 6063 -T5 ALUM. 4.590 1 1.594 062 6063 -T5 ALUM. SILL, 2 TRACK 2.500 1.250 0 -TO ALUM. 19 REINFORCEMENT .550 1.500 1.750 .050 - -0.-11-■•-- 50 1 .376 1.218 T .062 1.218 6063 -T5 ALUM. ADAPTER, 2 1/2" HI RISE, SILL SILL ADAPTER, 1 3/4" .500 - 1 F- 1.250 .687 3.500 6063 -T5 ALUM. JAMB, 2 TRACK 0 6061 -T6 ALUM. 1 S REINFORCEMENT NOTES: 1. ALL DIMENSIONS ARE IN INCHES. 2. REFERENCE TEST REPORTS: FTC -3102, FTL -3116, FTL -3117, FTL -3596 r-- 2.562 --I .062- 2 .845 125 1.452 I CD 6063 -T6 H.D. ASTRAGAL O 01 O 0 1.750 �I H- 1 1. 000 -- 2.310 Ir t---'L-H i .093 0 .376 �j T .062 -- O 6063 -T6 ALUM. STD. INTERLOCK 1.575 f 1 1 1.750 Robert L. Dark, P.E. PE #39712 Structural b r_ INDUSTRIES .375 I �L .890 CD 6063 -T5 ALUM. BOTTOM RAIL -- 2.000 - - -- .050 1.D2 U 1L 4 J r 6063 -T5 ALUM. SCREEN FRAME 0 6061 -T6 ALUM. 3S FIXED PANEL CLIP (TOP) Red B7r Dot.: F.K. 8 4/2/03 Drown Br: WDR D.acnptlan: TRW 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOY6. FL .34275 NOKO.IIS, R 34274 1 + � I --- 2.437 ---1 l 2.438 1.032 .375 �) .062 } 1 -- .500 O 6063 -T6 ALUM. STD. LOCKING STILE O o O 0 0 6061 -T6 ALCM. FIXED FIXED PANEL CLIP --0- 1.7525 -41.000 IF- Rmd 4"• Dat.: F.K. C 4/8/03 Dots: 5/2/01 2.310 -- �� .093- -- � 1.816 j 2 .000 2 6063 -r6 ALUM. STD. DOUBLE INTERLOCK R.Haian.: Rend Bl: I Dot.: F.K. D 4/22/03 ADD MAJOR EXTRUSION PROFILES ALUMINUM. SLIDING GLASS DOOR Saia/Moctr1: SCD - 2500 Saul. NTS SAW: 6 a 9 (BOTTO Rn++bns: ITEMS 1 7,18,35,36 Drawing No. 75 7 PROOKT =aim l= tie nne. A.e.Irr<0 3 - 0123.0 Miad Dow 1 . L „d. Dividsi R C #12 SCREW -\ .250 MAX. --i r-- EXTERIOR TYP JAMB 3/16" ELCO TAPCON, SEE NOTE 1. .250 MAX. HI...- EXTERIOR TYP JAMB 1 1/2" MIN. 2 x WOOD BUCK 1 1/4" MIN. 1 x WOOD BUCK 2 x WOOD BUCK 1 1/2" MIN. EXTERIOR #12 SCREW 1 1/4" MIN. TYP. HEAD ATTACHMENT OF WOOD BUCK TO SUBSTRATE MUST BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY APPROPRIATE BUILDING OFFICIAL. t 1. x WOOD BUCK EXTERIOR 3/16" ELCO TAPCON, SEE NOTE 1. NOTES: 1.) SEE NOTE 4, SHEET 1 FOR ANCHOR SPACING. 2.) REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3117, FTL -3596 TYP. HEAD Robert L. Clark, P.E. PE #39712 Structural .250 MAX. .250 MAX. T ■ INDUSTRIES 1 1/2" MIN. EXTERIOR #12 SCREW EXTERIOR 3/16" ELCO TAPCON, SEE NOTE 1. 1 r ?iSIR!!1a 1 1/4" : r Raced By: N: F.K. 814/2/03 Drown By F.K. 119: 1070 TECHNOLOGY OR P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 TYP. SILL TYP. SILL Reveal Ry: Dete: F.K. C 4/8/03 Bote: /13/01 Description: ANCHORAGE DETAILS Revisions: 2 x WOOD BUCK I - .250 MAX. Rend p7: Dote: F.K. D 5/2/03 GROUT MUST TRANSFER SHEAR LOAD TO SLAB. ALUMINUM SLIDING GLASS DOOR Series/Model: SGD -2500 Scab: NTS Slut: 7 e 1 9 .250 MAX. PRODUCT as atapyln taeR.i4 Wass Colla Arseses.ee11,0 3 'DS' Lg11iDre newtfll.Loo Dy L�..- Niel Dade r idariCa stld Drawing No. lTevLione: CORRECT NOTATIONS 757 R COMPARATIVE ANALYSIS (BASED ON 2 112" SILL ADAPTER. POSITIVE 35 PSF MAX. WITH 1 3/4' SILL ADAPTER.) PRODUCT: SGD -2500 NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM E1300 -98 TEST REPORT: FTL -3116 (and ASTM E 1300 - 94 outside Miami-Dade County) GLASS TYPE: 3/16" TEMPERED 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 MAX. SIZE: 192.000 x 96.000 HIGH (end ASTM E 1300 -94 outside Miami-Dade County) REINFORCED: YES 3.) Numbers are for #12 screws or 3/16" Boo Tapcons. (ALUM. ITEM 18) 4.) Two anchors per location, 2 3/4" from each corner at head and sill, 6" from each corner at jambs and spaced as follows: Max. B' on each side of each meeting rail centerline. Max. 16" spacing at head & sill. Max. 14" spacing at jambs. 5.) Numbers in ( ) parentheses are quantity of anchors per side. 8.) Door heighl and width must meet applicable FBC Code. SEE NOTE 6 DOOR UNIT WIDTHS (SEE NOTE 6) DOOR UNIT 48.000 (8) 72.000 (12) 96.00 (16) 72.000 (12) 108.000 (18) 144.000 (22) 96.000 (16) 144.000 (24) 192.000 (28) HEIGHT neg pos neg pos neg pos neg pos neg pos neg pos neg pos neg pos neg pos 72.000 (12) - 120.00 65.33 -88.89 65.33 -50.00 50.00 - 120.00 65.33 -8899 65.33 -50.00 50.00 - 120.00 65.33 -88.89 65.33 -50.00 50.00 80.000 (12) - 105.88 65.33 -77.42 65.33 - 50.00. 50.00 - 105.88 65.33 -77.42 65.33 - 50.00 50.00 - 105.88 65.33 -77.42 65.33 - 50.00 50.00 96.000 (14) -85.71 65.33 -61.54 61.54 -50.00 50.00 -85.71 65.33 -6154 61.54 -50.00 50.00 -85.71 65.33 -61.54 61.54 -50.00 50.00 CONFIG. > OX, XO, or XX OXO or XXX OXXO or XXX)( COMPARATIVE ANALYSIS (BASED ON 2112" SILL ADAPTER. POSITIVE 95 PSF MAX, WITH 1 3/4' SILL ADAPTER.) PRODUCT: SGD -2500 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM E1300 -98 TEST REPORT: FTL -3102 (and ASTM E 1300 -94 outside Miami -Dade County) GLASS TYPE: 1/4" TEMPERED 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 MAX. SIZE: 192.000 x 96.000 HIGH (and ASTM E 1300 -94 outside Miami-Cade County) REINFORCED: YES 3.) Numbers ars for #12 screws or 3/16' Elco Tapcons. (ALUM. ITEMS 18 & 19) 4.) Two anchors per location, 2 3/4" from each corner at head and sill, 6' from each comer at jambs and spaced as follows: Max. 8' on each side of each Meeting rail centerline. : Max. 16" spacing at head & sill. Max. 14" spacing at Jambs. 5.) Numbers in( ) parentheses are quantty of anchors per side. 6.) Door height and width must meet applicable FBC Code. SEE NOTE 6 DOOR UNIT WIDTHS (SEE NOTE 8) _ DOOR UNIT 48.000 (8) 72.000 (12) 96.00 (16) 72.000 (12) 103.000 (18) 144.000 (22) 98.000 (16) 144.000 (24) 192.000 (28) HEIGHT neg pos neg pos nag pos neg pos neg pos neg pos neg pos neg pos neg pos 72.000 (12) - 121.00 65.33 -97.50 65.33 -60.00 60.00 - 121.00 65.33 -97.50 65.33 -60.00 60.00 - 121.00 65.33 -97.50 65.33 - 60.00 60.00 80.000 (12) - 109.60 65.33 -86.50 65.33 -60.00 80.00 - 109.60 65.33 -88.50 65.33 - 60.00 80.00 - 109.60 65.33 -86.50 65.33 -60.00 60.00 96.000 (14) -92.10 65.33 _ -70.70 65.33 -57.90 57.90 -92.10 .65.33 -70.70 85.33 -57.90 57.90 -92.10 65.33 -70.70 65.33 -57.90 57.90 CONFIG. > OX, XO, or XX OXO or XXX OXXO Or XXXX NOTES: 1.) GENERAL: D/O HEIGHT = DOOR HEIGHT - 4.75" 0/0 W!DTH = DOOR WIDTH - 3.75" 0/0 = DAYLIGHT OPENING 2.) REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3596 Robert L. Clark, P.E. PE 039712 3i. uctm 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 Rend try: F.K 8 4/2/03 Dram By: F. rue: Dote: Room! By: Dote: F. K. C /8/03 Date: 7/10/01 ?teed Br Date: F.K. D 1 5/2/03 as taapirles rh.Itt, FUMY linkage ads Maoism CrP Esph,dea fair n 4 14 M L ie Masi Oeecrtption, COMPARATIVE ANALYSIS W/ REINFORCEMENT ALUMINUM SLIDING GLASS DOOR SarNa/Lodek Scab: - Shook Drawing No. P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 NTS 8 o, 9 757 rr."e:aa CORRECT NOTATIONS Raw. D COMPARATIVE ANALYSIS (BASED ON 2 112" SILL ADAPTER. POSITIVE 35 PSF MAX. WITH 1 314" SILL ADAPTER.L PRODUCT: SGD - 2500 NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM El 300-98 TEST REPORT: FTL -311 (and ASTM E 1300 -94 outside Miaml -Dade County) GLASS TYPE: 3/16" TEMPERED 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 MAX. SIZE: 192.000 x 96.000 HIGH (and ASTM E 1300 -94 outside Miami-Dade County) REINFORCED: NONE 3.) Numbers are for #12 screws or 3/16' Elco Tapcons. 4.) Two anchors per location, 2 3/4' from each comer at head and sill. 6" from each comer at jambs and spaced as follows: Max. 8" on each sde of each meeting rail centerline. Max. 16' spacing at head & sill. Max. 14" spacing at jambs. 5.) Numbers in () parentheses are quantity of anchors per side. 6.) Door height and width must meet applicable FBC Code. SEE NOTE 6 DOOR UNIT WIDTHS (SEE NOTE 6) DOOR UNIT 48.000 (8) 72.000 (12) 96.00 (16) 72.000 (12) 108.000 (18) 144.000 (22) 96.000 (16) 144.000 (24) 192.000 (28) HEIGHT neg pos neg pos neg pos neg pos neg pos neg pos neg pos neg pos neg pos 72.000 (12) -84.00 65.33 -62.22 82.22 -35.00 35.00 -84.00 65.33 -62.22 62.22 -35.00 35.00 -84.00 65.33 -62.22 62.22 -35.00 35.00 " 80.000 (12) - 74.12 65.33 - 54.19 54.19 - 35.00 35.00 -74.12 65.33 - 54.19 54.19 - 35.00 35.00 -74.12 65.33 - 54.19 54.19 -35.00 35.00 98.000 (14) - 60.00 60.00 _ -43.08 43.08 - 35.00 35.00 - 60.00 60.00 -43.08 43.08 _ -35.00 .35.00 -60.00 60.00 -43.08 43.08 -35.00 35.00 CONFIG. > OX, X0, or XX OXO or XX( OXXO or XXXX NOTES: 1.) GENERAL: D/O HEIGHT = DOOR HEIGHT -4.75" 0/0 WIDTH = DOOR WIDTH - 3.75" CVO = DAYLIGHT OPENING 3.) DESIGN PRESSURES UNDER 40 P. S. F NOT APPLICABLE IN MIAMI -DADE COUNTY. 2.) REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3596 Robert L Clark, P.E. PE 439712 Structural T ■ INDUSTRIES Read e.r Dote; F.K. B 4/2/03 Drawn By F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL .34275 NOKOMIS. R 34274 Rand ny: t.: F.K. C /8/03 7/10/01 Re Isions: R.wd tTy: Dot. F.K. 0 1 5/2/03 D..crwtlon: COMPARATIVE ANALYSIS NO REINFORCEMENT / J. ALUMINUM SLIDING GLASS DOOR Series/Moder SOD 2500 Seal.: NTS Sheer 9019 PRODUCT RENEWED ne a, l s WO M P.Ids Bald* Code Macaw EtPUaMnD D . $ o P y k.t . LL. Mud Deb Drawing Ro. Frowns: CORRECT NOTATIONS 757 'QUILDING CODE CO}IPLiANCE'OFFICE (DCCO) PRODUCT CONTROL DIviSION T[CE OVA TPGTIndustr-ics .0 Box .1519: J Nokomis,' FL'34274 S • s NOA >is being issucd,undcr thc:applicablc rules: and: regulations governing the use of construction materials' The documentation subniitted':has.bcen reviewed by Miami =, Dade County Product. Control Division and accepts . iby fhc, Board of Rules °and Appeals to be used :in Miami Dade County and other arcas where allowcil'tiy he:Author ty Having• Jurisdiction (AH1). Th is NOA shall not be valid` after.; the expiration datcstatcd below. The Miami -Dade County Product Con ▪ Division (In •Mtamt ,Dade County) and/or the AHJ (in areas` other than Miami' Dade County) reserve the righ ave this product,orrmatertal'tested for .assurattc'e purposes If this product or material. fails to perfortr the accepted manner, 'the manufacturer will incur the expense of such testing and thc AHJ may immediat revoke, modify, or. suspend the use.of.'such product or1material within their jurisdiction. BORA reserves the •ri to..revoke this acceptance,,if it is:detcrmined,byMiami-Dade. County Product Control Division that this product material. fails •to meet the requirements of the applicabl;e-building codc. This; product: is. approved, as described herein, and has been designed to comply with thc High Velocity Hurricane Zonc.of the Florida Building`Code. DESCRIPTION :1I "c St•d Wall Alu minuet Tube Clipped Mullions AP,f,'ROVAL DOCUMENT Drawing No 6620, tithe " 1 STD. Wall Mullion ", sheets 1 through 5 of 5, preparcd;•sigricd -.and sealed•by Robert L:Clark, P.E.; 4,ted'5 /24/01, bcann, thc Miami Dadc.. County Product • Control .Revision:Stamp .with the Noticc of Acccptancc`numbcr and expiration date by the Miami -Dade County !•;Product Control' Division. MISSILE IiMPA.CT :RATING: Large and. Small Missile Impact LABELING °Each unit; shall,bcar a.permanent label manufacturer's name or logo, city, state and Oki statement "Miami D County Product Control Approved" unless otherwise notcd. herein. RENEWAL.ofthis NOA shall::bc considered aftcr a renewal application has bccn filed and there has been no j change in the applicable building code; negatively aflecting the performance of this product. TERMINATIONof this after the cx;piration date or if there has bccn a or change in tf • materials, usc, and/or manufacturc Of the product or prbccss. 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:; • wil`h;any;Section of this NOA-shall' m bc cause for tcrmgt on and removal of NOA. ADVERT:ISEMENT Ttic NOA number preceded b.rt y• -the words Miami: Dade County, Florida, and followed thc=expiration date May be displayed in advcrtising literature: If any portion of the NOA is displayed, then it "bc .done in, its cnlir'ety. INSI'ECTION :' A.c'opy..Of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available foriinspeciion. the job . site at th rcqucst of the Building` Official. This•NOA'revises.NOA•# 00 0912.05 and, consists, of this page I as well as approval document mentioned abo4c. Thcs,ubmitted,docunicntation was reviewed by Thcodore Berman, P.E. NIIAAII -DADE COUNTY, FLOP. A METRO -DADE FLAGLER DUILDr G NOA No 02- 0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 140 WEST FLAGLER STREET, SUITE 1; 03 MIAMI, FLORIDA 33130 I: '03 t (305) 375 -2901 FAX (305)3754 08 tn. ay or c • by al l GLAZING PRODUCT GLAZING PRODUCT AIJ I / 419. MULLION . : �' GLAZING PRODUCT . ® CLAZRNC PRODUCT GLAZING . PRODUCT H GLAZING PRODUCT GLAZING PRODUCT - W2 WI ANCHORS: TIP£.'B C' OR 'D OWN CNOS\ TIP. MULLION W - W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN. PRESSURE SEE TABLES ON P ACE .5 OF 5 MAX`OPENING =- W OR W1 +W2 MULL LENGTH = H NOTFS 1. FOR ANCHORAGE TYPE, OUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ANCHORS: . TYP£.'B , C- OR - 0' BOTH CNOS 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT le NON - IMPACT 4. REFERENCE TEST REPORT F7L -2902, 2903 AND 2975 GLAZING - . PRODUCT -a: %':LULUON • GLAZING PRODUCT H - HI +H2 (1) WINDOW MULLED . W /ONE ABOVE FOR .DETERMINING -MAX ALLOWABLE DESIGN PRESSURE SEE _TABLES ON PACE 57,0F• 5 ._ . MAX OPENING = H OR H1 MULL LENGTH = W H2 1 .W W -Wf +W2 H - ill +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE'. -SEE =TABLES ON PAGE. 5.OF 5 M1;1 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING =. W OR W 1 +W2 MULL LENGTH = Hi Robert L Cl k. P. P.E #39712 St-hITTTiral 1070 TCCHNOLOGY DRAT NOKOMIS, 11. .34275 Rend By. Dole: DeoM By P.J.P. Description: ARRANGEMENT DETAIL r0.: ANCHORS TIPC A' .ANCHORS: TYP£. C" OR D' BOTH'ENOS CA44 BY Date: 1" STD. WALL MULLION 1---W I-- -W2 - - WJ- W, W - WI+W2 +W.3 H - H1 +H2 MULTIPLE. WINDOWS MULLED .14! /ONE A8OVE FOR..DETERMININC MAX-- ALLOWABLE DESIGN PRESSURE :SEE TABLES ON PAGES , OF 5 M..3) :MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR Wi +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = HI PRODUCT REVISED ....PI) .E wtx. tie Fled . BaldIe2 Code A..91..ce No 02 0 }01.05 f: pin IIeIe 42 Niy_ Gala: 4/28/00 AIL. I O.J. Yeadod CoolcW Oi•teio: R..+nena. 2 Appr.OVEOAS CO/IPl1VIG lLITI I THE SOUTH FLORIDA BUILDING COOE JUN 7 A 2, s 1 OY PROD T •HTROL DIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. 00 - d`? 12 •OS S<nu/+eed.1 Seale: Sne.0 Oro.inq Na. P.O. BOX 1529 NOKOMIS,. FL .34274. MULLS NTS 1 5 6620 Row MLRUO3r CLIP cur (LANCES Orr or LULL COP 70 CORY A If —CI WINCE ANO INSTALL AS SHOWN P.C.T. Is MULLION 1 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 FOR YOUR SPECIFIC APPLICATION. TYPICAL MW I ION TO MW LION INSTALLATION TYPE A, M IN.— 33000 1 2 � (T)P ) BUCK . T (7771. � 1� MlN. CIE 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 15 THE SAME AS THE QUANTITY OF ANCHORS FROM CUP –TO- OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 r 1- OR 4" --I TYP CAL MW LION TO STRUCTURE WITH WQOO BUCK TYPE B. / 12'r.)!:. STAGC(RCO OPPOSR[ :51075 (50 AS NOT TO . 'UN7p1PTRC -. 331771 CACX OMCR) /12.SLS: (199/) ALL rAsi7NCRS 1417T BC OWE ocul7Y APPRO4CO, SET NOTE /1 /12 FN. STAGGERED ON OPPOSRE -SIDES (SO. AS :3407 TO RWIER/ERE WITH 73774073404) ; sec : /1 • /12' * : SCAM (199/) 319E 1} P7$CWR noN INTO 111200 BACK ALL 7AS1711(R5 LUST BE CA07 COUNTY APPRO%S0. SEC MOTE /1 P.G.T. Is UULLION \ 97407.£0 TO CONYR77C .> Z Robert L. CI rk, P.E. #39712 Stnrrnlrxl • r ,- TYPICAI MULI ION TO STRUCTURE WITH WOOD 'BUCK REMOVED FROM CONC. TYPE C: INDUSTRIES 1070 TECHNOLOGY ORhE _ NpKOws, !Ln J4275 2 MIN,— I' I _ (TrP �. t 18 (TYP,) ;ARGON N•II G !CYRAlw N rnro • 1� MIN. r r :� ., COII7RCTE OR [ILOGr • S7RVC7URC'. All CAS7[N[AS • . . _ • _ • ' wsr;8C- 0407 - C.OUHTY TYP CAL MULLION TO STRUCTURE WITH W000 BUCK AND CONC. TYPF "0" Rend By. Cole: Oen.n By. Desenplion: CLIP & INSTALLATION DETAIL 1,114: P.J.P. 1 MIN. r 2 - OR 4 -1 rR00uCr REVISED mmpljeag wub lb. Florida 8oldl6 j Code Ar4rga.9 No02- 0 ?0l - EapIradov'Dae oj2R/0 M a O.Os rrnd.4l Co.lru OhY6. CMd .4 0olc Oa MT • 4/26/00 /12 S.M. 5.315. STAGGERED ON OPPOSITE SIDES `(S0 .4.Si'IIOr 70 r INTERSERC M IR UCN 001ER) SCE' iro7C'/I. 2 OR 4 -- APPROVED. SCE NOTE /I • 1" STD. WALL MULLION /12 EX. S.L.S. 57ACCCRCO'OR _0v 510[5 ' (SO`AS Nor 70 NRrRrtR(. 79774 : :40■•01)41!) -SEC•. No7Cit " LW, ii . 7AKON (216/) LIr4. 11 PENETRATION 9470 CONCRETE OR BLOCK • - 1 57R1.1711167 ALL (.45TOTCR5 1.4157 BC LIAO7 COUNTY • .APPROVCO. SCC NOrC /3 APPROVED AS COMPLYING N7111 THE SOUOI FLORIDA UUILOING CODE DA " aL2 8 27.03 01 PRO C • 1 7ROL 01NS1011 ' 81/110910 CODE COMPLIANCE OFFICE ACCEPTANCE HO 00- 0 9 , 2.0r - Saner /u•O<I: 54.1<: Sn ad: Ora .p No. P.O. 80X 1529 NOKOMIS. FL 34274 MuLLs NTS 2 °I 5 6620 r 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. CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 X H 1 x 4 - NOTE: 1. REFERENCE A 2 O C 1" MULL CLIP • TWO (2) ANCHOR LOCATIONS EXTRUSION OWG / 1099 R L CL71 TEST REPORT FTL- 2902.2903 AND 2975 >x 3y7 /L 4 s. B MIN. FROM ENDS (TYP) � I MAX 4 [ MAX- 8 MIN. - –E� 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 P ST INDUSTRIES 1070 TECHNOLOGY .DRIVE NO,COMIS :. EL 34275. Rand Ry Drown D.scr;OGon: Mier Dal: By P.J.P. CAkd By 4 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION OWC / 1099 Dole: 4 /WOO 8 A -- " STD.. WALL MULLION S.s.r/U.J.i: - Scale: Shcel: P.O -,BOX I52 � �t,jTC - r NOK0MIs,'= 11 - `3i i - iAuas r . ` 5 MIN. FROM END (TYP) — lam 8 MIN. FROM � I I` ENO .(TYP) 8 A 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION OWG / 1099 Dale: PRODUCT REVISED - oNlylogwllEWaF.-Ida AP ?ROO.45COMVR..11RKG,IMIIl Ill( eo ldln e cod. O .:C tl Lt AmDla No 0 ,gOOTll ( nt U E Espt Oale »/2 "f a DALE. DY A!'um U.drPlodou Coniml OlvMiaa - BUILOIIIG CODE COMPLIANCE OFFICE �rrPyU rF nn po _c 912 - oj Rrns " MULLION CLIP ANCHOR LOCATION PRO 011/ISIOI I Ora -.no Na- 6 2 () - NOTE: 4 1. REFERENCE TEST REPORT FTL -2902, 2903 AND .2975 (TYP) 7 x STD. WALL MULLS MAT'L: 6063 -T6 Robert � .E. L C ark, .E. RE. #39712 Structural INDUSTRIES Oran Dare: P.J.P. De script:on: PROFILES Sue: 1070, TECHNOLOGY DRIVE' P.O. BOX 1529 ,.. NOK010S.' 34775 NOKOMIS .4E 34274 CAId By { Dale: Dole•. 4/28/00 rRO DUCT REVISED emplyleg MN the Florida B 1dlp¢Cede Amplaece Nal��0�NDI.O6 Eaplra4• Data W /2a /uL. DT Mi. - Dade Product Control DI.Woa R•••a 1 " STD. WALL MULLION APPROVED AS COMPLYING W1 it 1 Tiff GATE E j u BY r pU! E . u ��(( (( tltl [L�LJJ PRO • •NTROlOMSION DIpLONIG 000E COMPLANCE 0 ICE ACCEPTANCE 110 0 0 - 0'1 1 - 4 e S Scrica/YeWcr• Seal.: SAeel: pro.4.og No. uu«s NTS _4 _015- --6620 ti L .. 4 �. 1 x2x:125 2 Anchors 50 r 60 70 42 - - - 48 _50_625 54 60 63 66 72 - 76 78 84 90 96 - __108 111 144 1 x4x.125 4 Anchors 42 O . .. 48 _50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 NOTES: 129 83 - 70 • 57 41 35 � 30 23 _ 20 - - _ _ _ OPENING WIDTH,IN INCHES 50 60 70 1 80 ( 90 100 1;10 170 170 170 :( :170 1 ':170 1.70 170 : 170 170 170 170 - 170 170 170 170 170 157 - 170 160 141 127 105 90 170 142 120 - 111 88 115 73 61 49 35. 30 26 _17 15 15 - 145 120 102 94 75 107 67 55 4'4 31 27 • 23 17 83 65 72 60 53 59 50 43 41 35 . 30 38 32 28 17 - - 16 . 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. OPENING WIDTH IN IN,CHES', . 104 ': t 103 l 103 ;103 103 _ ; 103 c:;: 63 "61 61 61:: ` 61 _.< 61. '• ' • 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 120 81 124 108 96 77 60 46 37 30 19 122 106 93 74 63 57 44 3 . 5 . 28 157 122 106 92 72 61 55 42 33 27 130 160 170 -170 157 122 106 92 71 59 53 40 31 24 16 2. DESIGN 1S BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. �zy/ Robert L Clark, P.E. P.E. 439712 ,Structural Read By..0ats: .D,a.n Br P.J.P. rve: 1070 71 orwr P.0. BOX 1529. Vertical Mull.• Opening Width S.,i�a�Ypd.l; A_Mull Length • Horizontal Mull Opening Width MW/ I Length Multiple. Willed Unit Chtd By: O. 4/8/00 DescnPll.n: PRESSURE CHARTS R.na..n.. 1" STD. WALL MULLION rxauucr Et/ .a comply* wok t4 fb.Y. 0s1:111p code • Ari:p..<. NoO2 -0 .1.05 Esri on 0.le •11$1:1 • M1.. 11,4e rW.el cwll.l i T,h: ; .. &PPROVEDA.S COMPLYING W11 IT7TIE S PTUR rlrl j��QOE flY B ( 1 Prloolt .ONT DIVISION ONIOING COOS COMPLUNCE OfnCE cur. PUCENO oO - D 4 1i• .i Scal, • Sn.91: 1 Orv.ing N.. • R.r. N TS S-e� 5 66 - • -- - M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) M :AMt -DADE COUNTY, FLORIDA MI RO- DADI'. FLAGLER 131JIl.DING 1.1:3 WEST FLACL.ER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2v0I FAX (305) 375 -2908 Madden Manufacturing Co. 1889 N. W. 22" Street Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of constriction materials. The documentation submitted has been reviewed by Miami -Dade County Product Contro! 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 I- laving Jurisdiction (AI -1J). 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: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 00 -380, titled "0.050" Aluminum Storm Panels ", sheets 1 thro:igh 10 of 10, prepared by Knezevich _t Associates, Inc., dated March 6, 200I, last revision 142 dated February 19, 2002, baring the Miami -Dade County Product Control Approval stamp with the Notice of Acccp:ancc number and approval date by the Miami -Dade County Product Control Division. MISSI IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label Nvith 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 manufacture: or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA )i 98 -11 10.03 and consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by I lelnry A. hvlakar, P.E. NOA No 01-0313,20 Expiration Date: 03/13/2008 Approval Date: 03/21/2002 Page 1 1.50" LABEL .537' LOCATION [ I.125 TYP 1 S 00" MAX ANGLE SCALE : 1/4" = 0' -r ll.2501 12.00" COVERAGE 15.269" ALUMINUM O STORM PANEL SCALE : 1/4" 0 0' -1" ALT. STUD DIRECTION 2.015" H 1/4 -20 MACHINE SCREW STUD @ 6" OR 12" O.C. .125" (TYP.) 41 STUDDED ANGLE SCALE : 1/4" 0' -1" 1.50" ALUMINUM . HALF STORM PANEL SCALE : 1/4" = 0' -r / TYP. MAX. O ANGLE SCALE : 1/4" = 0' -1' GENERAL NOTES: 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH. FLORIDA MIAMI -OADE COUNTY PRODUCT CONTROL APPROVED 4. STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -OAOE COUNTY PROTOCOLS PA 201. PA 202 AND PA 203. DESIGN 15 BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 96 -014, 00 -050 AND 01 -027. 5. ALUMINUM STORM PANELS SHALL BE 5052 -M32 OR 3004 -1134 ALUMINUM ALLOY. 0.050" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 6. ALL FASTENERS AND BOLTS TO BE 2021.-T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 K.5.1. MINIMUM YIELD STRENGTH. 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE AN OPTIONAL 1" x r x 18 GAGE Ito 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 104" OR LESS. ANO THAT THE SEPARATION FROM THE GLASS IS 2" OR MORE BUT LESS THAN 3 -3/4". STEEL BAR MAY BE USED FASTENED AND OIE CAST AT PANEL OVERLAPS, WASHEREO W NGNUTS. E MINIMUM PANEL SEPARATION L FROM GLASS SCHEDULE ALUMINUM FOR REDUCED SEPARATIONS. 8. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS ANO TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10.AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WHEN NEEDEO". LABEL .537' LOCATION -� Y 3.015 4,093_ 1.0312 61 .050" t - i 9.065" .800" 1112 6.00" COVERAGE ALT. STUD DIRECTION 1 100'• 18 GAGE (t= 0,050" MIN.) GALV. STEEL GRADE 401 .375" R O h" HEADER • SCALE : 1/4" - 0' -1" 93' TYP. 1/4 - MACHINE SCREW STUD 20 @ 6' 00 12" O.C. 2.00- O STUDDED ANGLE SCALE : 1/4" = 0' -1" 3.375" MAX. I .092" '165" ITYP.11 X3731660• ^' .650" 188" 320" 1375" .090" 1 YM .890' , z.250 , O U" HEADER SCALE : 1 /4" , 0• 6a Z -STUD TRACK SCALE : 3" = 1' - 0" R 250" "F" TRACK 7 BUILD -OUT "F" TRACK ® WINGNUT SCALE :1/4" - 0'- r SCALE :HALF SIZE SCALE :HALF SIZE Approved es complying with the Florida Bald Code Deg 3 Z NO MIem) DWI Ptodect Cootlttl DNisi 090" By .090' 090" t/ .150" 61 ■,150' .215" :.215" m .095- X3131.660' 1/4 " -20 3/4" STAINLESS STEEL " ITYP• .188' STUD @ 6" OR 12' O.C. ALT. LEG 2.000" DIRECTIO O "E" TRACK SCALE : 1/4 = 0' -1" 20 GA. GALV. STEEL (t= .0381 GRADE 40 OR 0.050' ALUM ALLOY 13004 1134) KEYHOLE 0 4 ' o 125 "I ^! 062" .120" 2.020"1 .020" l .250" 3a BUILD -OUT "U" HEADER SCALE : 1/4 x 0 -1" 563 "eo Q WASHER SCALE :HALF SIZE 6 50 "(S Q. 125" 1/4 -20 x 3/4" MACHINE SCREW - OPTIONAL STEEL BAR i; 'C' TRACK (FINISH) 13 "C" TRACK 4 SQUARE HEAD MACHINE SCREW SCALE :HALF SIZE SCALE : HALF SIZE SCALE :HALF 5125 N.T.S 00 -380 sne•e tot 10 ) O WALL MOUNT 1/4" MAX. EXISTING STRUCTURE Ea 1 00PTIONAL SEE GENERAL OG NOTE 7 1/4" MAX EXISTING STRUCTURE © TRAP MOUNT WIDTH UNLIMITED (PEAR TO PANEL SPANI TYP. SECT ONS 1 11 OPTIONAL 5EE GENERAL NOTE 7 Z 1 a 1 TYPICAL VERTICAL MOUNT ELEVATION N.T.S. TOP MOUNT PLAN VIEW ()OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 BOTTOM MOUNT EXISTING STRUCTURE 1 /4'MAX. OG " IN. l'JV9 OVERLAP-I4 Q TRAP MOUNT log 11 OPTIONAL FASTENER Cal 12" O.C., SEE ANCHOR SCHEDULE FOR ANY EE GENERAL ACCEPTABLE ANCHOR NOTE > MIN. ALUM. ANGLE CLOSURE PIECE: 1" x 2" ..125" MIN TO 2" x 5" x .125" MAX. 1.00" cc 300' m' .625"A \ a (TYPICAL TOP 8 BOTTOM) _ r e OPTIONAL 1 SEE GENERAL NOTE 7 TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE: 1 -1/2" x 1' -0" Lmax. SEE STORM PANEL SPAN SCHEDULE TABLE I e0PTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE GENERAL NOTE 7 PLAN V - Lag SIDE MOUNT HORIZONTAL MOUNT ELEVATION N.T.S. I1 OPTIONAL SEE GENERAL NOTE 7 — — _ 4 / MAX. l f ALUM. ANGLE CLOSURE PIECE. 1" x 2" x .125" MIN. TO 1 -1/2" 2" x 5" ..125" MAX. MIN 1 EMB.] EXISTING FASTENER (5 12" O.C., SEE STRUCTURE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR B1 BUILD -OUT it OPTIONAL SEE GENERAL NOTE 77 oUTSIOE INSIDE 12" O.C. TYP. FACE MOUNT TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) EXISTING STRUCTURE Appro as com with the Florida 0. 03 / 2.I ZP c NOAM(I I I3 •Q Miami Dad[ PrOd.A Caning Divhb By 2 ? w Q -Ja a¢ OA 0 O 0 V.J. KNE PPM .R FL' L No: P 953 1 03/06/01 •S MIOTE0 •V 00 -380 xn0 .r 2 t10 O SEE TABLE 2 GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1 EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM L 111%2 LUNLNt I G. EMBED. HOLLOW BLOCK. OR W000 (TYP FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) � r l TYP. TOP & BOTTOM FASTENER, SEE E ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2' CONT. ANGLE TO WALL DETAIL 1/6 MAX. 6°CONT. p CONT. PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE : 3" = 1' -0" GLASS OR DOOR 1/4 -20 MACHINE BOLT 8 WINGNUT @ 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" ANO ((5)� 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 4' 016 TEK SCREWS OR 1/4 -20 BOLT AND NUT @ 12" O.C. STAGGERED ITYP. TOP AND BOTTOM) CONNECTION-TYPE 4• • SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT b WINGNUT (al 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (5) 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT (m 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 5) 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 3 GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 3' DG 01ST. EMBED. (TYP.) 3°CONT. GLASS OR 0000 CONT. CEILING /INSIDE G MOUNT SECTION SCALE : 3 = 1' -0" ExISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 2' 1/2" O BUILD -OUT MOUNT SECTION SCALE: 3" = Y - 0" SEE TABLE 2 1 /6" MAX. EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP b BOTTOM Approved ...complying with the Florid• Bui IIoQ ode DateO5l21 '7CX3Z NOANI1l- ZI. L Miami Dads Product Control 01.13' By vL GLASS OR DOOR 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE OR 2" x 6' P.T. WOOD BLOCKING THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL 15 LIMITED TO _ 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = V -0" THREE 1/4"m WOOD LAG SCREWS W/ 2 -1/4' MIN. EMBED. (m 24" 0.C. MAX CONT. 4' x.250' ALUM. PLATE OVER w000 MEMBERS SEE TABLE 2 FOR WOOD BLOCKING USE 1/4••m S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLACKING (m 12 O.C. FOR ALUM. TUBES USE 1 /4"m 5.5. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (A 24' 0.C. MAX. & ONE 1 /4"m THRU BOLT W/ ACCESS HOLE (d1 MIDWAY B.ETWEEN STUDS. TWO -1 /4"m S.S. LAG SCREW Cal 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS GLASS OR 000R GLASS OR 000R SEE TABLE 2 WOOD ROOF TRUSS OR FRAMING MEMBER (d 24 0.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX 614 SMS BETWEEN TRUSSES @ 24' O.C. 0 CONT. N E O SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" EMBED.! (TYP.) SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1• (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY @ 6" OR 12" 0.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP b BOTTOM) SEE TAB EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (TYP. TOP b BOTTOM) 0 WALL MOUNT SECTION (DIRECT MOUNT) THREE 1/4"m WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (0 24- 0.C. MAX. PLACE ONE FASTENER THRU HEAOER 1 "x 4" OR 1 "x 6" 062" CONT. ALUM TUBE (6063 -T6) 614 SMS 4 12" O.C. BETWEEN TRUSSES 24" 0.C. GLASS OR DOOR G OR DO LASS OR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 (TYP.) FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE r (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY 0 6" OR 12' 0.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP 0. BOTTOM) (TYP. TOP & BOTTOM) WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1' -0" 1 minot vre. i -1 1' 1' EO. P '- HOLESS HOLE (TYP.) s ©M r 1/2" TO 3/4" ALUM. SPACERS 11' 0.0. 7/16" 10.) EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" a 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER p24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT x CONT.0 u E 1/4" MAX MAX. DESIGN LOAD = 56 P.S.F. © ALT. SOFFIT CONNECTION DETAIL SCALE : 3' = 1' -0" 1,' OED m 4 1/2" OR 3/4' MAX. NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 2" x 5" x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIOE. FASTEN W/ 8 I* 12 SMS OR 3/16 "m POP RIVETS EACH SIDE AS SHOWN (0 1" 0.C. 1 ' x4 " ALUM. TUBE Approved as complylat *Ida the Florida Balding code Dot e05 /21 !20(12. NOM, Cl- nit i • (1• Miami Dade Prodaft Control k61 Dy EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE RE EREN� CONNECTION "TYPE 5• OR 7A CONT. SEE TABLE 2 1/4 -20 MACHINE BOLT b WINGNUT (m 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND (0 6" O.C. FOR PANEL LENGTHS GREATER THAN 104". SEE TABLE 2 © WALL MOUNT DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR l7' I , At AS N ER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 5' MAX. DESIGN LOAD= ±61.0 P.S.F. O BUILD OUT SECTION (TYP. TOP & BOTTOM( SCALE: 3" = 1' - 0 • EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 -20 5.5. BOLTS W/ WINGNUTS © 24." O.C. MAX. (TYP.) ANGLE MAY VARY 1/2" 6" O ALT. CORNER DETAIL SCALE : 3" x 1' -0" NON - STRUCTURAL FINISH MATERIAL BRICK OR WOOD ELCO (T.V.A.S.1 PANELMATE FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 2' -4/ 2" 4" MAX. (MAX. DESIGN LOAD : 61 P.5.F.I ® WALL MOUNT SCALE 3" x 1' -0" 6" 1/2" FASTEN NG PANEL -- 2 A`UM. STUD " ANGLE 1/4 " -20 STUO INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" x 1' -0" O7 la GLASS OR 0008 SEE TABLE 2 —' FOUR 1/4"0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. @ 4" O.C. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE TF115 BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN 2" x 2" x 0.125" CONT. ` Q WINGNUTS FROM THE INSIDE TO 4" x 4" x 0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. to 0.0478" 1 GRADE 40, GALV. STEEL ANGLE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: r = CDS 1/4_20 S.S MACHINE o' BOLT AND NUT j J @ 12 O.C. 1/4" 0 POWERS CALK -IN @ 4" O.C. W/ 7/8" MIN EMB. INTO CONC. OR HOLLOW BLOCK. 0 2" x 5" x 1/8" CONT. ANGLE 6061 -26 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD _ 72 P.S.F.) O EDGE MOUNT DETAIL SCALE : 3" = 1' -0" `r 8 "x3 "x 1/4" ALUM. ANGLE 1/6 " -20 STUD W/ NUT @ 6" 0.C. N 1- 1 /2 "'W 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. 2" x 3" x 1/8" ALUMINUM ANGLE T EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING GLASS OR DOOR SEE TABLE 2 GLASS OR DOOR SEE TABLE 2 �• 3/4" PLYWOOD (MAX. DESIGN LOAD z 72 P.S.F.1 "PASS THRU" DETAIL 6-i\ , SCALE : 3" = 1' -0" - NOTE: W000 BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. , ® HEADER MOUNT DETAIL SCALE : 3" = 1' -0" 0 0 a n. O2" x 2" x .093"X ANGLE STUD L MAX. 1/8" TILE FINISH MATERIAL 2" x 4" x 1/8" CONT, ALUM. TUBE (6063 -26) 1/4 "0 POWERS CALK -IN @ 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 - 0 LAG SCREW @ 12" O.C. W/ 1 -1/2" MIN. EMB. IN W000. 1/2 - 0 THRU BOLT (ASTM A 325) @ 12' 0.C. 1/4 - 0 POWERS CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"O LAG SCREW @ 24" 0.C. W/ 1 -1/2" MIN. EMB. IN W000 `2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -16 1- x2"II Z,, x � :' x 0.055" 6063 -26 ALUM. TUBE 2" x 5" OR 2' x 4" OR 2 "x 6" P.T. WOOD BLOCKING REFERENCE CONNECTION TYPE 2ULE 1/4" MAX t1/2" MAX. Approved as aomplyl65 with the Dwie/1 Florida 3 Bpldi / Code DwreA F104501- P7313•ftL Miami Dade Product Control Div o By • Z_ J . 0 OQ N S ERN F ® o 7 warto •0 1 FL -n- 110: _PE i• ••83 • 4 2002 1 L IMENO011witv V.J. KNEZE 3/06/0 draw. aw4 l aa an ^v 1: 00 -380 fh•xf 5 of 10 0• EMBED 1 -1/2" MINl GLASS OR DOOR SEE TABLE 2 2"' MIN. m 4 G CONT. O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR SEE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1 //. "0 RAWL CALK -IN (a t" 0.C. GLASS W/ 7/8" MIN. EMBED. IN CONC. OR DOOR OR HOLLOW BLOCK 1/4 - -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION (nl 12 O.C. FOR PANEL x 13' -8 AND 6 0.C. FOR PANEL LENGTHS GREATER THAN 8' -8" K -0® m a r w DETAIL AE �^ 6 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION•TYPE 1' NOTE USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN h • HEADER OR • U • HEADER TOP MOUNT ® C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" g A SEE MIN. SEPARATION FROM GLASS SCHED. x 0.055" 6063 -T6 ALUM. TUBE TABLE 2 2" x 4" 2" x 5" OR 2 x L OR 2x6 P.T. W000 BLOCKING SEE TABLE 2 O 1 /L "0 MACHINE BOLT (d1 6" 0.C. L1/4 "0 RAWL CALK -IN (d6" 0.C. W/ 7/8" MIN. EMBED. IN CONCRETE OR BLOCK NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. C I ALUM. TUBE BUILD -OUT SCALE 3" = 1' -0" / ®,3 �i ' MACHINE x SCREW )�_( MACHI SCREW IN gh li' I WITH .675" x .675" J■ ' x 125' CUARE Z� ! HEAD 5/16" I.O. AND / 1/2" O.D. x 3/16" i` MINIMUM NYLON BUSHING • /- 1/16'" NUT (GALVAN 1/4 -20 IZED) MIN. TO LOCK STRAP IN PLACE 050 A THUMB SCREW OR A TRUSS HEAD BOLT ® C-TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE GLASS OR DOOR— FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 3• - Ol to EMBED. 1/4 -20 MACHINE BOLT & WINGNUT 0 12" O.C.: OR (off 6" 0.C. FOR PANEL. LENGTHS GREATER THAN 104 ". (TYP. TOP & BOTTOM) Dixt z z Approved ...complying wI16 the Florida Bolding Code D.te /7. /zcp2 NOAYOI- Miomi Prod oat Cob trot BY 3"" �CONT. 2"Y 2" t' x 1/8 x 5"� 9 6063 -T6 ANGLE USE 12 R @WITH 1 L 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD FINAL LOCATION OF STUO 1 -1/4 -20 MACHINE BOLT & W NGNUT (a 12" O.C. OR 6" 0.0 OR PANEL NON- STRUCTURAL LENGTHS GREATER THAN 104 ". \\ (TYP. TOP 8, BOTTOM) 2- 1/2" HOLLOW BLOCK. OR WOOD FRAMING NOTE' THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. AC STORM PANEL BUILD -OUT - AC SCALE : 3" = 1' -0" C -TRACK ASSEMBLY (ISOMETRIC VIEW] N.T.S. 1/2" 0.0. x I/4 10. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT V.J. KN PI EC FL , a Na: O ?83 L 00 -380 sheet 6 or 10 1 C 0. ,. ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. .fF • 1�' vI"A ".. 04-114 . 1 fvn/.1M• LE9 TM. L AM (Owlet AS Mod [91oKM1t 0.050" ALUMINUM STORM PANELS M ADDENP 105 214 Stott M anu10Oturin0 FCC 4)9L& 61 87012 Mal • FA10 0 MOWS 10 -y am KNEZEVICH & ASSOCIATES. INC. CONSULTING ENOINEE88 • PRODUCT TESTING 1300 N UNIVERSITY MINE. 86232 ISO • FORTLMl0EAGM.L FL 3 TEL' p$0( 382:7700 • FAX: p60 352.3000 • RONDA C.OA 13301 WEBSTTE: WNW NN 2E`ACN.COM • EMAIL XAO OOWRIONT 07001 KNEZEVICH E ASSOCIATES. INC. ANCHOR SCHEDULE FOR FASTENER MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS W (DX Z I- / LT X2 IC I- to LOAD ANCHOR TYPE MIN. 2" EDGE DISTANCE IWI PSF SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) MAX. (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 18 12 12 12 12 12 12 12 12 12 11 12 9 10 12 6 j IIIIIIM\1l1 \1 \111111 \I1t111t11111> 62 67 12 12 12 12 12 11 11 12 9 12 6 8 12 6 12 12 12 11 12 9 10 12 8 12 6 8 12 6 1 /4 TAPCON OR 72 12 12 12 10 12 8 9 12 1 72 6 8 22 6 1 /4 - O .co E TAPCON W/ 1_3 /4 MBEOMENT 92 12 10 12 8 (2 6 6 6 12 6 0 12 (MIN. 3.000 P,5.1. CONCRETE) 112 12 6 S 12 6 12 6 8 6 12 6 0 200 12 6 12 6 0 6 12 CONCRETE 8 5 12 g r *u mumaum� u�o *CV-1.•-� 62 12 6 12 5 6 4 9 4 67 12 ' 5 12 4 6 4 9 ` a 1 /4 - e CLCO HALE/ FEMALE - P ANSI MATE- W/ 1 -3/4 MIN. EMBEDMENT 1 6 1/ ;42'L MAC LANE CR ITH ill (MIN. 3.000 P.S.I. CONCRETE) 72 12 8 12 5 21 4 5 3 9 4 92 12 4 4 9` 4 3 9 ` 7 3 112 200 70 9 3 1 4 1 7 3 3 9 9 , 4 7 3 9 , 7 3 4 7 3 9 7 3 �--1R * 0 � n „ 1 , 111+ 171 UUIII 48 12 12 12 12 12 12 12 12 17 12 B 62 12 12 12 12 11 9 12 9 12 12 6 67 12 12 12 11 12 9 12 8 12 II 6 (/4 POWERS CALK -IN i / 1 / CM0102 19T / STEEL MACNIN( SCREW (MIN. 3.000 P.S.1. CONCRETE) 72 12 12 11 12 11 12 8 8 12 8 12 6 7 12 6 92 12 9 9 12 8 (2 6 7 72 6 12 6 7 12 6 112 12 6 7 12 7 72 6 7 12 6 12 6 7 12 6 200 12 6 1 12 6 12 6 1 12 6 12 6 7 12 6 48 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 62 12 12 10 32 6 12 5 7 12 4 10 3 5 8 3 0 ( ' L aw o POWER NAIL -1N W/ 1-1 /8' MIN. En8EDMENT (MIN. 3,000 P.S.I. CONCRETE) 6 7 12 71 9 12 5 12 4 7 12 4 10 3 5 8 3 72 12 B 9 12 5 12 4 6 12 3 10 3 5 8 3 92 12 4 7 12 4 10 3 5 8 3 10 3 5 8 3 112 10 3 5 9 3 10 3 5 8 3 10 3 5 8 3 200 70 3 5 3 10 5 8 3 10 5 8 3 E 1181881 48 12 12 12 12 12 17 12 9 22 7 12 6 62 12 9 12 8 7 72 6 12 5 67 12 E 9 12 7 9 6 22 6 12 5 1/4 IT REO HEAD OYNABOLT SLEEVE • AN MIN`ICMB(D /6- (MIN. 3.0001.5.1. CONCRETE) 72 12 8 12 7 6 12 4 fl 12 5 92 12 7 6 12 6 12 5 12 4 12 5 112 12 5 (2 5 (3 12 5 200 12 12 5 12 12 5 4 8 12 1 12 5 12 32 2. 62 12 12 4 9 7 3 0 �LLLIDLl1MAIlk1� 1/4 ASHLEY DUI CK -SET SCREW WITH 1 MIN, EMBEDMENT (MIN. 3.000 P.5.1. CONCRETE) 67 12 I 12 4 9 - ` l 3 72 12 11 ) 9 D 3 92 12 9 3 9 , 3 112 10 9 ` 5 3 9 1 3 700 9 5 9 5 3 9 11 3 4B 17 1 12 12 12 12 12 11 10 11 12 67 12 12 12 10 12 13 12 6 1/4 POWERS RAWL 0600 - 15 1 1/4 - 70 SIDEWALK 801T 13/4 0 MEA01 42/ 1 -1 /8 Mw, EM8EDMENT (MIN. 3.000 0.5.1, CONCRETE) 12 12 12 12 11 9 12 10 12 7 12 8 92 12 12 12 7 12 8 12 7 12 8 122 12 8 ' 12 7 12 8 12 7 7 12 8 200 12 7 7 12 8 12 7 7 12 8 12 7 1 12 8 0. ,. ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. .fF • 1�' vI"A ".. 04-114 . 1 fvn/.1M• LE9 TM. L AM (Owlet AS Mod [91oKM1t 0.050" ALUMINUM STORM PANELS M ADDENP 105 214 Stott M anu10Oturin0 FCC 4)9L& 61 87012 Mal • FA10 0 MOWS 10 -y am KNEZEVICH & ASSOCIATES. INC. CONSULTING ENOINEE88 • PRODUCT TESTING 1300 N UNIVERSITY MINE. 86232 ISO • FORTLMl0EAGM.L FL 3 TEL' p$0( 382:7700 • FAX: p60 352.3000 • RONDA C.OA 13301 WEBSTTE: WNW NN 2E`ACN.COM • EMAIL XAO OOWRIONT 07001 KNEZEVICH E ASSOCIATES. INC. ANCHOR TYPE U11111117 - 4 5 1 2 3 4 5 1 2 3 4 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNEpTEION CONNECTION TYPE 1 /4 - 9 ASHLEY OUICN -SE T SCREW WITH MIN. EMBEDMENT revisions 1 tfff N Ne, a/wis ..aY.o +•vow ... rtw, , • .no taat.n,rcc.<m.. 1/a/11M•4 WWI Y tnrwa. LOAD (W) PSF MAX. (SEE NOTE 1) 40 12 12 9 12 5 11 B 7 12 3 6 3 5 B, 62 1 7 12 4 9 3 5 9 6 3 3 ©, 67 11 6 3 3 5 B 6 ©``, • 12 11 3 S B 4 B 6 014 `� 172 1 ` _ 6 ` 3 5 91 8 6 ,` 3 5 48 1 2 N8® 2 48 72 _ 12 1200 12111 ' � 67 11 72 11 92 12 10 10 112 10 10 © 10 ©a 200 10 10 10 48 12 1Z 11 62 12 •' 12" 61 12 11 e 72 12 10 , , \Ii 2 11 S 1 OB •® B �I 1111\ 12 9 MIL ,z o 92 il ` \� III 112 6 ` I \ 200 6 , L13 62 = 11 92 9 92 10 B , 20 L fl 8 & l _to t lit 1 • 13_5_ � �L 12.. _L 1L 4 ,, �- �3_ 12 ' _S.. 1 .1 2 1• 4 � - _12_ 12. A UL t 3 � 1- 32— 12 .Y_ _S_ - o -�' 112 10 3 5 3 9_ 5 7 3 9 3 -- \� 5 7 3 9 5 7 3 200 9 \ 5 1 ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050' ALUMINUM STORM PANELS Et9 NK D :Out MADDEN 4. 2 01 NlanutcoturinO fa /994I 4E0491 GOER PALE • 0711806 noun r.a1d�0E0fllmtdLOa KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING 1169 N. UNNE115179 DRIVE. SURE 118 • FORT%AIAEROATE. FL 03ID TEt: (SS) 372.21100 • P711 PSG SS?1091 • RONDA COA 61202 WESSRE: YAVW.797 EVICICW • EL00L'104IORGIVIULCd COP7R02rR 02001 SNEIEVICM S ASSOCIATES. INC. FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) RECTO FOR VARIOUS DESIGN I EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 • 4 5 QOOM 68 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 67 12 12 10 12 11 12 9 '7 12 8 12 6 6 12 6 1 /c - o • Ma. 3- LONG LAG SCREW W1 71711. 2 EMBEOMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72 12 12 9 12 10 12 8 7 12 '7 77 6 6 12 6 92 12 9 7 12 8 12 6 6 72 6 12 6 6 72 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 I00 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 +t ! 1 1/16 W/ 5/e L VA STEEL 68 12 12 11 12 12 12 12 8 12 I1 12 9 6 12 8 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 111V11(1((i11,,,, 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 0 W000 BUSHING nI7( EMBEDMENT -70 STAINLESS MACHINE SCREW 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 92 12 9 6 12 8 12 6 4 12 6 12 6 4 12 6 112 12 6 5 12 6 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 .tEnzo 48 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62 12 12 12 12 12 12 12 11 12 10 17 6 B 12 7 * 67 12 12 12 12 12 12 11 10 12 9 12.6 8 12 7 1/6 ELCO MALE/ FEMALE TUN. E M FOM / ENT L 1/4 -70 MACHINE SCREW WITH NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 '7 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7' 12 6 8 12 'I 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE OISTANCE. SELECT DESIGN LOAO GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4 (MIN.) W000 STUD. 3/4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAO. 7.MACHINE SCREWS SHALL HAVE 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. e. i OESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. .9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REGUtRED FOR DIRECT MOUNT @ 6 0.C. OR 12 O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.4 -20 TRUSS HEAD BOLTS MAY BE USED IN 1I01.1 OF 1/4 -20 SIDEWALK BOLT IF 0 KEYHOLE WASHERS ARE USED. A n coopblold with die Florida Balding ale pale • 2 �LOOZ H - • Sk • • L Miami Dade Product Cootrol Divide 717 z0 _ cc 00 O N O O 6� E ] V.J. >-a FL 1.) ♦ ♦ ♦♦.��yr�FFFF PE B. 03/06/01 OHM GIRO an. "m9 00 -380 aho•l 9 at 10 ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSFI ACTUAL SHUTTER SP AN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES' MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES/ BAR NO BAR NO BAR 30.0 3- 0 2 3 1 -1/8 6 - 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 -3/4 3 -3/4 3 -3/8 40.0 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 -5/8 8- 8 2 -1/2 3 2 -1/2 • 10 - 0 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- 8 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- 0 - 2 3 1 -3/8 7- 0 2 3 1 -7/8 8- 8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/4 70.0 3- 0 2 3 1 -1/8 4 - 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7- 0 3 3 3 8- 8 3 -3/4 3 -3/4 3 T A B L E 1 ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) 30.0 35.0 40.0 4 5.0 50.0 55.0 60.0 62.0 65.0 67.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 112.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 FOR ALL MOUNTING CONDITIONS L MAX. (FT -IN) 10 - 6 10 - 4 10'- 0 9 - 8 9 - 5 9 - 2 8 - 9 8 - 7 8 - 5 8 - 2 7 - 10 7 - 7 - 3 6 - 10 6 - 1 5 - 6 5 - 0 4 - 10 4 - 7 4 - 2 3 - 11 3 - 8 3 - 5 3 - 2 3 - 0 2 - 10 2 - 9 T A 8 L E 2 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPT ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO OETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4 ABOVE SCHEDULES I & 2 ARE FOR USE WITH .050' ALUMINUM STORM PANELS ONLY. Approved as complying will the Florida Dv Off/ I 2.1 2 002 NOM () 1' OSSS1 ed. Mimi Dade hotted C:oalrol Di Dr