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468 NE 100 St (9)MIAMI SHORES VILL G E BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date� .� 7 Type Insp'n 1 � J ( A) Permit No. B-P - /08 Name Address C t1 Are e / 0 V . Company Phone k / / — e77— Inspection Dat Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date n/ 9 Type Insp'n yy�� Permit No. • O3 ) o? V Name Address Company Phone # Approved . Correction Re- Insp'n Fee Oct-Ai n3 9__Ca 3a b �� Inspection Date e / 3 J / 0 1 L /r97 29 August 2004 Building Official Village Of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FI. 33138 Re : Day Residence 1032 NE 98 Street Miami Shores, FI. Sir : ARCHITECTURE ENGINEERING CONSTRUCTION ■. • • A site inspection was performed at the above referenced project for covering the concrete slab and stl. reinforcement, concrete tie beams and stl. reinforcement, as well as the concrete columns and stl. reinforcement. The installation and workmanship were codeworthy and acceptable to this office. Should you have any questions and or comments, please do not hesitate to call. Andr Princi DZN I aulkner al T'L. INC. MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/11/2004 Applicant: PATRICIA Owner: BURGESS JOB ADDRESS: 468 Parcel # 1132060170340 Signed: NE 100 Legal Description: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1080 BURGESS PATRICIA ST Page 1 of 1 Contractor SEARS HOME IMPROVEMENT PRODUCTS, 1616ntractor's Address: 3020 High Ridge Rd., Suite 300 Local Phone: 561 732 - 6614 Permit Status: APPROVED Permit Expiration: 2/6/2005 Construction Value: $55,778.00 Work: Install new windoes and shutters BY: PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 LOT 1 & 2 & E1/2 OF LOT Fees: FEE2004 -8152 FEE2004 -8153 FEE2004 -8154 FEE2004 -8155 FEE2004 -8156 FEE2004 -8157 Description Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $220.00 $33.60 $50.00 $11.20 $5.50 $24.00 $344.30 Total Fees: $3 Total Receipts: 30.0tr In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. 13 On- Aug.20. 2004 3:45PM i,ipppiripirl rIw'apu tly, Name: SEARS HOME IMPROVEMENT PRODUCTS, INC. P.O. BOX 1122290 LOIJpw000, FL 92702.2200 1407407.0011 NOTIR)i OF COMMENCEMENT State: County: Tas UtrDnastoxao hereby givos notice that improvement will be made to Certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this notice of Commencement, 1. Description of property: (legal description of property, and street address if avail s) Y 1, • r 2. General description of Improvements: 3. Owner information a. Name and address: 1 (� A \`k•I 1 \'"t GC CAN'VtP (�, l b. Interest in property: \ D N • C, 1 w � - ' \� 've S l�vl'1 c. Nance and address of fee simple titleholder (if other than owner); 4 Contractor: (name and address) SEARS BOMB IMPROVEMENT PRODUCTS, INC. P.O. BOX 522290, LONGWOOD, PL 32752.2290 1- 800 - 222 -5030 5. Surety ADE a. Name and address: NA ,- „rrrna,. COUNTY OF D Nee Py'ffMa tl , AO 20 1$ee:, : CouAe iroult d Cou ry D' 6. Lender: (name & address) NA 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 and address) 8. - In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) of Owner) Driven Ltcenaoii: Owner's Name: Owner's Address: vU All Information must be typed or printed legibly to comply with recording requirements. STATE OF FLORIDA D2\ COUNTY OF The foregoing instrument was who is . sonaily kn (did not) • - an oa 954 590 2207 a r ' , f is 44 1, ),.) T \i N t. \1 r3V Vv• ABOVE NAMED CONTRACTOR QC s- a. p -� - 7 A-- 5 - 3 a .obQ -('Y l [ owledged before me this 4 C produced I1111ii11111i1111111111111111111 111111111IINo 9555 P • 1 CFF•II 2O04R07 UR 81t 22594 Ps 0712; (lei) RECORDED 05(20/2004 1013:48 13:48 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE aP Q y _ /or • a. W OWS m endt)G CLERK of COVIVI `boa coin date of Notice of Commencement the expiration date is 1 year from the date of recording unless t date is spec_ d) if t; 7 ' 'moo - 4 0 7 S Le . as idendflcadon.and who did (Signature of person taking acknowledgement) (Name of officer taking acknowledgement - typed, printed or stamped) Jamas a Ta (Title or rank) Gxplrm AprH 4 61 5000 (Serial number, if any) M9 - Rev. 07/02 v 1005 Owner's Address L I 6 N E /CCO S T City {;acs: Si es State V L Miami Shores Village Building Department o:- Miami - Shores_ Florida 33138 i 80 BUILDING j °' G 20P$ Permit No. 3 P dap(' - l ow PERMIT APPLICATIO Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) t's\c's ; 5 %`'-`5e(5 Phone # Tenant/Lessee Name Phone # Job Address (where the work is being done) L i "E )O 0 S i City Miami Shores Village County Miami - Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Se Contractor's Address P - • Q .K City L N) \r-o 0 State Qualifier c A 1.4 I L U. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permi 5 . I ' Square Footage Of Work: Gat f Type of Work: ❑Addition ['Alteration ❑New iRe air/Re lace p � p [I Demolition Describe Work: ` 'Ir \t sWk., I 4/ q UP44Ai S * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ SD .Wt N !7 ermit Fee $ a Q CCF $ no co. 5b " Notary $ p Training/Education Fee $ I , 20 Technology Fee $ YO Scanning $ 24 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ --,. Total Fee Now Due $ (Continued on opposite side) 1 .4,3 , _L ^- e r ov c rn e n'\- Zip - 3 3 1 3 7 Phone# °`S`1 • S la. 0 Zip 3I"\ 5 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 i 4l be approved an a reinspection fee will be charged. Signature 1 �,�� Owner or Agent The foregoing instrument was acknowledged before me this 1 6 day of J ..)\N) P...) `)D\ 1 J` , 20 0) , by t iLS who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. APPLICATION APPROVED BY: Chc 12/15/03 As identification and who di tl The foregoing instrument was acknowledged before me this day of A0 , 200 by cJ • V. who is pers known to me or who has prod as identification NOTARY PUBLIC, Sign: Print: My Commission E (Certificate of Competency Holder) Certificate of Competency No. ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *_* ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** AUG 1 12004 Plans Examiner Engineer Zoning Primary Zone: 1200 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 3 Lot Size: 17,031 SQ FT Year Built: 1947 Legal' Description: PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 LOT 1 & 2 & E1/2 OF LOT 3 BLK 89 LOT SIZE IRREGULAR OR 19810 -1140 07 2001 5 Year: 2003 2002 Land Value: $200,825 $167,232 Building Value: $204,608 $130,911 Market Value: $405,433 $298,143 Assessed Value: $221,296 $216,109 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: _ $196,296 $191,109 Folio No.: 11- 3206 - 017 -0340 Property: 468 NE 100 ST Mailing Address: ROBERT & PATRICIA BURGESS 468 NE 100 ST MIAMI SHORES FL 33138 -2447 Sale O /R: 15154 -2100 Sale Date: 8/1991 Sale Amount: $241,000 • Miami -Dade My Home My Home mia ltda o e.go Show Me: Property Information I Search By: 1Select Item �[ Text only version Summary Details: Property Information: • Sale Information: Assessment Information: ACTIVE TOOL: SELECT Digital Orthophotography - March 2001 Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 2 ...r.. N QqI [Q niii®® 1 0 We appreciate your feedback, please take a minute to complete our survey. E -mail your comments, questions and suggestions to Webmaster 121 ft My Home 1 Property Information 1 Property Taxed 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, please click here to let us know. http: / /gisims2. co.miami -dade. fl.us /MyHome /propmap. asp ?app= none &bytool= ADDR &cmd... 8/3/2004 Sears,fIome Improvement Products, License No. CB CO39161 P.O. (3o±2290 • Longwood, FL 32752 -2290 T • I Color: Type: E2 -S0 - Rev. 08/02 (Street) 1 6. Special instructions: 0 r., 0 Warranty: Manufacturer's Warranty sent upon completion. 4. Existing units NOT to be replaced: R 'MOMS IMPROVEMENT PRODUCTS R 'R AO Windows •30 Name: i \ / � c 6 � f� ♦< Y �`_ ' - Y .. Q 1-4- I� elk Phone: Res:7. S -- ; ?S 7? I t Address: - G6 0 H l00 -h sr City ` ? 1 1 I 3h ores St.: Fly Zip: 3 3 ) 3 S' 0 Glass* ce : ❑ Clear CJ Bronze. . _ ❑ , OBS Y2 ' 0 'Low,E /Argon ❑Gray MOBS Full j l PK- ❑ Keepsafe NOTE: Tempered g asf s will be installed to meet building codes. I/We, the owners of the :premises described below, hereinafter referred to as. "Purchaser" offer to contract with Sears Home.lmprovement Products, Inc. hereinafter referred to.as, "Contractor", furnish, deliver, and arrange for installation of all materials necessary to improve the premises.located at: • (City) According to the following specifications: 1. Remove existing units to be replaced.•(NOTE: Removed units are likely to be darnaged.) 2. Prepare openings as,necessery to receive,replecement units. (No finish work other than normal installation is t be done unless otherwise noted,below.) 3. Install Sears 61,7.)v..0.4, Windows in openings described below to the following specifications: .White 0 •Beige ❑ White%Ligat Woodgrain 0 White /Dark Woodgrain ❑ DH RASH 2-LV ❑ 3 -LR NOW j8tOdier ? ' & P' 0, Oty Oty t lc, Oty_ Oty {O Dty3 Oty ❑ Other ❑ Other Oty Screens CHECK IF OTHER THAN FIBERGLASS* (On Sashes Only)' ❑ Alum ❑ Solar Top , Full Bottom 0 5. If applicable, after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purch event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars 7. Clean up job related debris and provide necessary permits and insurance. 8.- lt.applicable; in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Contractor shall. refund any previous - payment and this transaction shall be automatically cancelled. 9. Allow_ approximately 3-6 weeks for installation. • , . NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND T ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND AREA PART OF THIS CONTR EM F ULLY. � Please read the following bold type and initial corresponding line Verbal understandings and agreements with representative shall not be binding. All understandings writing in this Contract. Due to climatic conditions, Interior condensation may.occur. Purchaser Init The TOTAL PRICE for all Labor 8, Materials (including any applicable discount) is $ 7 7•oo Down Payment $ •00 Balance Payable $ �S • 7 7 O0 Terms: Credit (Subject to the approval of the Credit Department) . - • - Cash ❑ (Final Payment payable to installer upon completion) Funded by: Bank .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 credititiensactiori, the agreerne tt 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 revieiv.my /our creditrecord with an independent credit reporting agency and release them from all liability incurred from inadvertent omissio s or errors. IN WITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this t0 day of �] T .20Q and acknowledge receipt of a true copy of this Contract and unless•otherwise,specified, it is understood that the owner is read )4,J r 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 t ' d da fter the date of this transaction. See accompanying notice of cancellation form for an explanation of is right. Signa II al9,1 below acts4s receipt that Purchaser(s) received separate cancellation forms. SUBMITTED BY: - esentative Date uiglieser ,/f ACC 'TED BY: Sea Home Improvement P�ducts, Inc. 0 to ,Purchaser ,, fy�� // � / � / � y 1 c oUrv ,, Location: Phone OOa 7 `L°t-;7%/ Job No.,:6 f.3 Bus. (State) (Zip) ❑ Other �11,,� -gree, e ent- must. b set forth in • Contract Price State Sales Tax (If applicable) - - Total Contract Price $5 77 S' %)$ v $5S17Y City St. Acct # Date 7 -�� -'1 Date 7 -7b -n� Bevel Col Sculp Col Flat Diamond Clear .White ... .. pK, • Tan , Wd Grain . Brass :. Sears,fIome Improvement Products, License No. CB CO39161 P.O. (3o±2290 • Longwood, FL 32752 -2290 T • I Color: Type: E2 -S0 - Rev. 08/02 (Street) 1 6. Special instructions: 0 r., 0 Warranty: Manufacturer's Warranty sent upon completion. 4. Existing units NOT to be replaced: R 'MOMS IMPROVEMENT PRODUCTS R 'R AO Windows •30 Name: i \ / � c 6 � f� ♦< Y �`_ ' - Y .. Q 1-4- I� elk Phone: Res:7. S -- ; ?S 7? I t Address: - G6 0 H l00 -h sr City ` ? 1 1 I 3h ores St.: Fly Zip: 3 3 ) 3 S' 0 Glass* ce : ❑ Clear CJ Bronze. . _ ❑ , OBS Y2 ' 0 'Low,E /Argon ❑Gray MOBS Full j l PK- ❑ Keepsafe NOTE: Tempered g asf s will be installed to meet building codes. I/We, the owners of the :premises described below, hereinafter referred to as. "Purchaser" offer to contract with Sears Home.lmprovement Products, Inc. hereinafter referred to.as, "Contractor", furnish, deliver, and arrange for installation of all materials necessary to improve the premises.located at: • (City) According to the following specifications: 1. Remove existing units to be replaced.•(NOTE: Removed units are likely to be darnaged.) 2. Prepare openings as,necessery to receive,replecement units. (No finish work other than normal installation is t be done unless otherwise noted,below.) 3. Install Sears 61,7.)v..0.4, Windows in openings described below to the following specifications: .White 0 •Beige ❑ White%Ligat Woodgrain 0 White /Dark Woodgrain ❑ DH RASH 2-LV ❑ 3 -LR NOW j8tOdier ? ' & P' 0, Oty Oty t lc, Oty_ Oty {O Dty3 Oty ❑ Other ❑ Other Oty Screens CHECK IF OTHER THAN FIBERGLASS* (On Sashes Only)' ❑ Alum ❑ Solar Top , Full Bottom 0 5. If applicable, after completion of project, the application and removal (storage) of shutter panels shall be the responsibility of the purch event the project requires the installation of storm shutters or egress windows, Contractor will not re- install any effected security bars 7. Clean up job related debris and provide necessary permits and insurance. 8.- lt.applicable; in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Contractor shall. refund any previous - payment and this transaction shall be automatically cancelled. 9. Allow_ approximately 3-6 weeks for installation. • , . NOTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND T ADDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND AREA PART OF THIS CONTR EM F ULLY. � Please read the following bold type and initial corresponding line Verbal understandings and agreements with representative shall not be binding. All understandings writing in this Contract. Due to climatic conditions, Interior condensation may.occur. Purchaser Init The TOTAL PRICE for all Labor 8, Materials (including any applicable discount) is $ 7 7•oo Down Payment $ •00 Balance Payable $ �S • 7 7 O0 Terms: Credit (Subject to the approval of the Credit Department) . - • - Cash ❑ (Final Payment payable to installer upon completion) Funded by: Bank .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 credititiensactiori, the agreerne tt 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 revieiv.my /our creditrecord with an independent credit reporting agency and release them from all liability incurred from inadvertent omissio s or errors. IN WITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this t0 day of �] T .20Q and acknowledge receipt of a true copy of this Contract and unless•otherwise,specified, it is understood that the owner is read )4,J r 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 t ' d da fter the date of this transaction. See accompanying notice of cancellation form for an explanation of is right. Signa II al9,1 below acts4s receipt that Purchaser(s) received separate cancellation forms. SUBMITTED BY: - esentative Date uiglieser ,/f ACC 'TED BY: Sea Home Improvement P�ducts, Inc. 0 to ,Purchaser ,, fy�� // � / � / � y 1 c oUrv ,, Location: Phone OOa 7 `L°t-;7%/ Job No.,:6 f.3 Bus. (State) (Zip) ❑ Other �11,,� -gree, e ent- must. b set forth in • Contract Price State Sales Tax (If applicable) - - Total Contract Price $5 77 S' %)$ v $5S17Y City St. Acct # Date 7 -�� -'1 Date 7 -7b -n� MODEL PD Patio Door DH Double Hung 2LR Two -Lite Roller EV Three -Lite Roller PW Picture SH Single Hung 1 LR Single Slider CR Casement Right CL Casement Left AWN Awning HOP Hopper GW Garden Window BAY Bay BOW Bow COLOR: White Tan LWG ' Light Woodqrain DWG Dark Woodqrain GLASS: CLE Clear Hy -Lite Block E2 Low E/Square GRAY Gray Tint BRZ Bronze OBS Obscure 0BSB0T Obs. Bottom KEEP Keepsafe TEMP Tempered GRIDS: CF Colonial Full CT Colonial Top DF Diamond Full DT Diamond Top SCULP Sculptured PER Perimeter PRA Prairee SCREENS: FULL OR HALF ALUM. MISCELLANEOUS MULL Mullions CAP Cap Facing RETAIL PRICE DISCOUNT $1,500.00 - $2,499.00 5% $2,500.00 - $12,99900 10% $13,000 - $22,999.00 ' 15% 523,000.00 - $27,999.00 20% $28,000.00 &'Up 25% ITEM MODEL COLOR U.I. GLASS SCREEN GRID TEMP /OBS $ AMOUNT 1 2L ft tA7 1, I m 7 ?•••(.:, j..� 'a / S/ 2 ?1' 0X- ;OI�Z.:; . _ 4?-1 L 3 ) =MINNA _.. 1.3 ) 'd i t c / 4 a (Z J 31 5 ?-L. / l6 -% 6 7 i _ 3 . . .7-1-11 '73 __ ) "�`�, / v it c ) 1.007 1 00 7 ' 8 ' 514 97 n RS 9 S 1 °i 57 U Ps 10 7rYt 3� ' 06s ) -I vie 11 24-( 1) S 2 12 a)- (t 03 2-1 1 13 )•) -.(( )03 I 5 14 S!4 11 ,} iloo 15 S, E-(. t 1 t ,75J1 t..5",3 a 16 S ti i 1 17 _'' 31452 1c1 n': - y I I I 1 y Total$ P r'S,' .. Detail additional labor and charges: I Offer Code: 1 •• Date: T Phone: - 7 0 5 7 4) ?S~7 S Customer: &U City: 4"1"-Nf i, ENTER WIDTH & HEIGHT FOR EACH UNIT TO BE REPLACED AND ENTER CORRESPONDING NUMBER LEFT WD HT For second story - use additional workshee WD HT WD HT 'Bays /Bows: Specify window type (ie, casement DH, etc.) VOLUME SAVINGS OFFICE USE ONLY RATE: SALES MANAGER APPROVAL EI -B Rev. 11 /01 SEARS Ote,.e.M,.. mom. WINDOW PROPOSAL WORKSHEET WD • HT a:a raili 3i rnivoi oxemiNavzza 1613°0( 71 iL IS }11[a BACK + I � r PP {( 1t KJ 7 , FRONT WD HT Office Loc. and #: Sales Rep: Job No./Lead No.: WD HT WD HT SPECIAL INSTRUCTIONS: L.L .1__ �. 36x3 j36x37 19/.3? 01c; } WHITE- CORPORATE YELLOW- BRANCH PINK- INSTALLATION I ' (2 10 Volume Savings % ($ SUB TOTAL (5 Other ($ I.V.D. (Coupon) ($ TOTAL RIGHT WD HT MODEL PD Patio Door DH Double Hunq 2LR Two -Lite Roller EV Three -Lite Roller PW Picture SH Single Hunq 1LR Single Slider CR Casement Right CL Casement Left . AWN Awning HOP Hopper GW Garden'Window BAY Bay BOW Bow COLOR: White Tan LWG Light Woodgrain DWG Dark Woodqrain GLASS: CLE Clear Hy -Lite Block E2 Low E/Square GRAY Gray Tint BRZ Bronze OBS Obscure OBSBOT Obs. Bottom KEEP Keepsafe TEMP Tempered GRIDS: CF Colonial Full - CT Colonial Top DF Diamond Full DT Diamond Top SCULP Sculptured PER Perimeter PRA Prairee SCREENS: FULL OR HALF ALUM. MISCELLANEOUS MULL Mullions CAP Cap Facing RETAIL PRICE DISCOUNT 51,500.00 - $2,499.00 5% 52,500.00 - 512,999.00 10 $13,000 - $22,999.00 15 523,000.00 - 527,999.00 20% 528,000.00 8 Up 25% ITEM MODEL COLOR U.I. GLASS SCREEN l RID TEMP /OBS $ AMOUNT Zto 5}4 �� 7 1� it t -t 6C3 - NM Mail tIoo 33 / f 1111 - 1111 - i "�I-0 ,�� Gd 1. ,2-1.5. 111 ,9_ Lo'Y 1111 .2AS1 >-ti - 7 '1 WM Xi-A- 11111111 _ /IM IMIIMILI • % -- 0 -)' --M11=11 PAM 11 12 F ' . _ F� - •I . 6 / 13 — I�:i1._-�� —I 14 IN Ell ' /MIMMMEMII N 113v N A 15 1 16 I y l tl�"UiL' i 0 4 _ _ EN I MIi I. 17 i{6? = 18— - - Total $ $3.131 Detail additional labor and charges: IA 'o . 54 • = S " SPECIAL INSTRUCTIONS: i (7 r• c9-7 4)4 � J cv' � ') CU t S — 1 4 11- 3 V pzr 5usi. I Offer Cocle: Date: Phone: Customer: City: X X X X X X Series For second story - use additional worksheet 'Bays /Bows: Specify window type (ie, casement DH, etc.) VOLUME SAVINGS RATE: 13 0(ro SALES MANAGER APPROVAL El Rev. 11 /01 ENTER WIDTH & HEIGHT FOR EACH UNIT TO BE REPLACED AND ENTER CORRESPONDING NUMBER LEFT WD HT OFFICE USE ONLY WINDOW PROPOSAL WORKSHEET WD HT WD HT WD HT FRONT WD HT Office Loc. and #: Sales Rep: Job No. /Lead No.: WO HT X X X X WD HT X X X X X X Volume Savings 5 % ($ SUB TOTAL ($ Other * 3 5 ($ I.V.D. (Coupon) l O " ($ WHITE - CORPORATE YELLOW - BRANCH PINK- INSTALLATION 3 ?2-a6r3 TOTAL WD RIGHT HT X X X X X X I ■ SEARS HOME IMPROVEMENT PROPUCTB Owner's Name u �o& t 4.w✓` P�.�c?..c.� f& a z Job. No. .3 $ ?-O 6 i.3 Date -1.. o�‘ ` y Street £( (, 2 ' lL l co o -Yk icy City m )"' S kB as State F,-- Phone 3 75 -- 9.,' 7 Contract Additions /Reductions Specifications: ca ( hh 3...,1 L (ppsvx) a 4.1k 110-40..... scxL ��'pr ), pf- Reduction in Contract Charge: $ --_ CD Additional Contract Charge: $ Payment will be made as follows: COC ❑ Rapid Credit Customer Account Number: • Visa • M/C • Other: Expiration Date: I hereby authorize and assume responsibility for the following additions /reductions from he original plans and specifications of my original contract. , The above work to be performed under the same conditions Approved and Accepted: Date: Authorizing as specified Signature: ' e o '• a contra . nl -.: otherwise stipulated. -- ...if Ow. - . NTRACT CHANGE AUTHORIZATION We hereby agree to furnish labor and materia Authorizing Signature: Authorizing Signature: ager Project Coordinator This is Change Order Number: Note: This Revision becomes part of, and in conformance with, the existing contract. H4 - Rev. 08/01 ordance with the above specifications, at the above price. Date: Date: 7 :2 2 -0 J 2001 FLORIDA BUILDING CODE SITE- SPECIFIC DETAIL OF ASCE 1 - 98 COMPONENTS .4 CLADDING .DESIGN WIND PRESSURES Mean roof height: Surface: t Number of stories: Number of openings: Number of openings replacin size for size exchange: 3 ifv.adS -e, 3 pc,ks -o ta •r; Are we installing hurricane shutters? yes no If not, why not? Product Approval Window Size Wind Loads Do Not Do 5 c r•-_5 6 - 3'7 43 0-J-42)36 , 47 (.35• BIa3 c iF 7 �® �3t x 7 `)- 5'4f . x 50 � , Z3x 6 5 •Ay'' 37 x63 •-� • `-6 Qom. Q-1-00 C AL) ,S a-A So ( ( .. 6 ) W) 3 ic ), (w)0) 7X. X. /�SJsGjk7 3GX 3'7 Q-7 4 .y3 x51) � R J S3 x5o � 1.- 2)(36 5 )0 1 C )(3 3: i- ) 1 6 1X33 2001 FLORIDA BUILDING CODE ASCE i -9e DESIGN CRITERIA: kW, Kd•0135, Kzt•IID, Kz•TABLE b5 qh • 0D0256•Kz•Lzl•Kd4AV•I P • qh ((GCp)- (GCp1)). GCpl•*0)5 DESIGN CRITERIA/ SELECT APPROPRIATE CONDITION: o PALM BEACH •140MPH EXP B o BROIUARD V • 140MPH EXP C o DADE V•146 EXP C o OTHER v MPH EXPOSURE: END ZONE 5 WIDTH: AFT (10% OF 111N. BLDG WIDTH OR .4 BLDG MEAN ROOF HEIGHT BUT NOT LESS THAN 3') BUILDING MEAN ROOF HEIGHT: FT PRESSURES: NOTED ON FLOOR PLAN GENERAL NOTES: • U THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN OND PRESSURES AS LISTED FOR USE WITH PRODUCT - APPROVED SYSTEMS. ALL NOTES, DETAILS, ANCHORAGE, AHD INSTALLATION SPEOFICATIONS SHALL BE FOLLOWED FOR EACH INSTALLED SYSTEM BY OTHERS 5) ACCORDANCE WITH THE DESIGN PRESSURES STATED HEREIN. 2) THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTFICATICN. REFERENCES TO PRODUCT APPROVALS IS FOR GENERAL INFORMATION ONLY. REFER TO APPLICABLE APPROVALS FOR DESIGN INSTALLATION INFORMATION I CERTFICATION. 3) AS MAY DE REQUIRED BY CODE, .N APPROVED IMPACT PROTECTION 6Y5TF11 SHALL BE DESIGNED AND INSTALLED BY OTHERS FOR THE DESIGN PRESSURES STATED HEREIN NO CERTFICATIO4 FOR IMPACT PROTECTION IS OFFERED 1✓5RE5 INLE55 STATED 01811)55. -- - 4) DESIGN DIMENSIONS MAY VARY SLIGHTLY. THEY ARE INTENDED TO SHOW GENERAL 0PEN•G WE OILY. DO NOT USE FOR EXACT MEASURE NO WARRANTY TO LISTED DIMENSIONS W ODD WITH THIS DESIGN. 5) N0 CERTFICATICN 15 OFFERED FOR THE INTEGRITY OF THE HOST 5TRUCTLRE. 6). EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTFI ATIONS OR AFFIR'IATIGNS ARE INTENDED. OPTIONAL DESIGN INFORMATION: RAW. • 0 SHEET: OF REVISIONS DESCRIPTION DA SCALE: D R.611N BY: .• OB •L'P.E MIAM PDADE BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 product or material within their jurisdiction BORA reserves the right • to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung 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.E., 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 be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors. and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 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. 13/16" D. 13/16" ANALYSIS TABLE: LAMINATED (1/8"A,.090,1/8 "A) FTL -1864 LAMINATED (1/8 "HS,.090,1/8"HS) FTL -1889 I.G., 118 "HS. 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1/8 "HS) FTL -3735 I.G,1/8 "H5, 318" SPACE, 5/16 LAMI (1/8 "HS, 090,118 "HS FTL -3739 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 -80.0 88.7 -80.0 0, D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 -80,0 68.7 -80.0 66.7 - 80.0 66.7 -60.0 37.000 A 66.7 - -80.0 66.7 .80.0 66,7 -69.6 ' 57.2 . -57.2 0,0 66.7 -80.0 66.7 - 80.0 66.7 480:0 66,7 -80.0 0 66.7 -80.0 86.7 -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 8,D 66.7 -80.0 66.7 - 80.0 66.7 - 80.0 66.7 -80.0 C 66.7 -80.0 63.4 . - 63.4 58.7 -58.7 _ 54.5 -54,5 5 3/4" MAX. - 53 1/8" MAX. WINDOW WIDTH - -I-� - - 13" -- 'I MAX. ON CENTER TYP. HEAD & SILL ELEVATION NOTES CONTINUED 4.) ANCHORS:MAX• 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 6' M 8" MAX. AT MTG. RAIL 13 /8' MAX 0 C LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. Q B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1 /8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/15 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). 0. 13/16" (.840) LAM( I.G. GLASS CONSISTING OF 1/8 HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" NEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE. MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1689) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E .1300 -94 OUTSIDE MIAMI -DADE COUNTY) • Ruben L. Clan.. P.E. PE :35712 StniNoral ■ INDUSTRIES 1070 TECHNOLOGY DRIVE 505 LY, FL 34275 P.O. 505 1529 NOSONWS, FL 34274 � w.0, er F.K. aw0 Nr: Drown Br: 0.9. 7xr.: s.n.yuoaer. SH - 701 5",.: 6/3/03 03/26/03 2/9/98 0 -ADO cuss R'PC & ram C -ADD 13/16 1.0. a vt.kmu: 79, TABLE, EXTR. a. 44row: ELEVATION & NOTES A NUILIOCT RUINED a tiIlralb naillagOde Ilespar •r,•�.01 ALUMINUM SINGLE HUNG WINDOW S.o4.: shoe: among No NTS I 1 o 5 4040 ai 1/8" A ) OR HEAT S :NED 09' AYER FLEX Bl A OR PVB 1/8 HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. 1/8'• ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. r GLASS B1TE 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. F GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8 " HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT Pk/8 INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 0 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1 �i1�9 eti`� 111111WAIWILEDIC7 ![ 17111111WEarfiell'o erolisi fw. K .750 PHIL. PN. 140. SWEEP LATCH #8 x .625 PHIL - FLT. HD. W*NDLOAO ADAPTER (Alum. 6063 - 4'8 x .375 PHIL P.H. TD( WEATHERSTRIP - 5I1411. BULB \SASH SASH TOP GUIDE SCREE BALANCE COVER BALANCE 7658PFM. 7858WW 8 78X38PPT 56TPP249K 2 to attach Bolabces to Jambs 1 11.5" from end of vent top mi ) 211'wICth is >.• 42') 2 Sweep Latch Strews) when using 2 Sweep Wanes') 2 0 frame iamb , 30' from hot.) 4 Windloak Adapter Scrams) 1 at Vent Bottom Roil 2 1 .er. a ch • -lance 2 i per each bofonee) 2 I O eo h frame '.mb WSTP .270 x .170 -BACK FIN SEAL 1235 5 X .500 PHIL. 76X1 -AW QTY. / LOCATION 8 5 (1 per Glazing Bead/ L1111111•111 tit MERCHANTS FASTENER TEAM PLASTICS M TER TOOL VINYL TECH. PCT WTBORG cALOWEU. Q co vent 'ambs & ven to- rail l SC' F CEL OR EOUIV. OW vent 'on, • . 2. ro bot.1♦CIEWOMY.ta ' r • »111N1111111E. PROD. ALUMAX 3 14 15 16 1 ALUMAX 1 ALUMAX 2 ALUMAX 1 INDALEX 1NDALEX 1 VENDOR. 612230 ALUMAX ALUMAX ALUMAX TEAM PLASTICS DOW CORNING H.P.C. AQUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER ALUMAX . PVB IN MERCHANTS FASTENER AF 17 18 19 21 22 Robert L. CURS P.E. PE 839712 Sesc.'OI D PT10N V.T. 9 FLANGED FRAME HEAD (Alum. 6063 -55) 612225 FTANGE0 FRAME SILL (Alum. 6063 -15) 612226 FLANGED FRAME JAMB (Alum. 6062 -1S 61222 IXED MEE11110 RNL (Alum. 6063H5 -T54 40544 SASH TOP RAIL (Alum. 6063HS -T54 4008C SASH BOTTOM RAIL Alum. 6063 —T5 SASH STOP (Alum. 6063 -15 812244 2 0 top of each rome iamb (8 x 1.0(10 PHI. P.H. SMS 786155A 4 Frame & Vent Assv. sal eWs) SEAT SEALER 6SM55W t4DLOA0 AO PLASTIC) - 61207 2 (O frame jombs 30' from bat.) 1 3 16' LAMI I. 13/165 (1 60 44 5- & 5/16 LAW W/ 3/6' AIR SPACE) 31 • .5 1 t. ". H r'd ., . II .R'OUP 2 WSTP, 1 x . t cn K FIN SEAL - 060 1 4' 14 NG RA6. 33 "EGRESS LATCH (OPTIONAL) 64008 34 SP SILL LATCH (OPTIONAL) 35 BALANCE, ULTRA -LIFT, SASHES > 40#' 40 ;9 -1 z /� 36 13/16" LAMI I.G. CLASS (1/6" HS & 5 16' LAMI W/ 3/e AIR SPACE) L, 5116 1 441 - (1) I IV OF 1 /6' A GLASS & (11 LITE (1F HS El ACC W/ .090 pax. 6/3/03 001.1 03/25/03 bate: 10/11/07 ei .ate RMaI°n INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. ' BOX 1529 NOKONIS. FL 34274 r SoW/NOEd. SH - 701 IT: 0- ' /11141Te - 6014: 2/9/98 Scab: NTS 0-420 61.155 TYPE 15611 35 C —A00 130 -135 RA M.IYI.: TB. TABLE, EXTR. .oar.' R.v4wne: - 8/78/98 000enpa5n PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW Slree 2 °f 5 CALDWELL PCT 9,0,149 No 4 040 VENDOR g AF -12225 AF -12226 AF -1 227 640544 64006 AF -1 230 AF -1223 - 534571 TP -247 899 P01.214.65 AF -12236 TP -249 STAVE 675160 -12244 SCHNEE/MQRDIEAD SM5504 PROTOTYPE INDALEX 64057 PG5 Y WC995 -1207 SCHLEGEL OR EOUIV. G 64009 7SPRNG SOL11114 OR MIPONT PV9 INNER LAYER Rev 76.000 MAX. HEIGHT EXTERIOR ROUGH OPENING 2.784 2,784 --r ROUGH OPENING .500 34.500 DAYLIGHT OPENING 2.330 34.500 DAYLIGHT OPENING l INTERIOR REFERENCE TEST REPORTS: FTC -1889 & FTL -3739 1.123 ROUGH OPENING VERTICAL SECTION 7b OPTIONAL Robed L clan. P.E. PE 439712 SeuduraT EXTERIOR INTERIOR 53.125 MAx. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION a STRIE 1070 TECHNOLOGY DRIVE NON OMIS. FL 34275 P.O. BOX 1529 HOKOMIS, il. 34274 mow mesa Alg6galb 4,07 6/3/03 Coal 03/26/03 C49.: 1 1 Rm D - ADD CL4S3 TYPE 1TRl 36 Reuses: C —ADO 130 -135 R..i.ian.: TB. TABLE. EXTR. aw.,, or ow.: D.B. .2/9/98 O.aa,pl:.a: SECTIONS Se iwryodek SH - 701 *Walenx 8/18/98 2.710 ALUMINUM SINGLE HUNG WINDOW Se.H: NTS 3 , 5 Onarinq Ra 4040 ROUGH OPENING T 737 T E - 2 1 J� 1.707 1.187 r -- ALUM. 6063HS - T54 — 2.784 .062 M. 6063 - T5 062 REFERENCE TEST REPORTS:.FTL - 1889 & FTL - 3739 .j 1.350 I-- 9 ALUM. 6063 - T5 1.0019 .791 ALUM. 6063 - T5 ,062 _L .655 i ---- 2.784 O ALUM. 6063 - T5 .062 2.330 .413 --1 1+ 9 ALUM. 6063 -T5 Robert f.. CI." P.E. PE P39712 SncturaI 2.710 9 -- 1.523 .062 1.123 , ALUM. 6063 1 1.057 .050 -1 0 ALUM. 6063 -T5 1T IN 1070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 P.O, 80X 1529 NOKOMIS, FL 34274 .678 Drown By; 0.8. EXTRUSIONS 1,187 I- ii , — Tif" 2.029 062 1.403 I 1c s r Q ALUM. 6063HS -T54 6/3/03 Role 03/26/03 % 11/01 Herr 8/1 hole: 2/9/98 RevYwu: D —N0 CHG THIS . SPIT k.,,erene: 1 C —ADO 30,33 CI;C 14,5 Revl jW r 78, TABLE, EXTR RevWOM: 1 1 1931 1 .683 X 050 1 --1 1.097 (.+- ALUM. 6063 -T5 PRODOGT REVISED =WM 61111,11. 9 O1 glIOUtigto 721r ALUMINUM SINGLE HUNG WINDOW SerieL/Medec SON: Si.cst: 0 '...n9 Na SH -701 NTS 4 a 5 4040 Rev.• D r 7 000 • • ;K TYP. SILL C —N0 COG THIS SHL HEAD .250 MAX. TYP: HEAD #12 PANHEA0 TYP. SILL REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 112 PANHEAD .250 -- MAX. .250 - ` MAX 1.500 2 x WOOD BUCK /4/0 Robe+t L. Cork, P.E, PE439712 Structural TYP. JAMB INDUSTRIES 1070 TECHNOCOOY ORivE N13505115. FL 34275 P.0, BOX 1529 NOKOMIS, FL 34374 maiucr artisan waYbitwillwnr1Y belimiCesb MoNframstel :u4a/Uodeu SH - 701 5,44: NTS TYP. JAMB o..nr ANCHORAGE 75• : ALUMINUM SINGLE HUNG WINDOW ><1: O,.Hng N. 5 5 • 4040 R�r MIA M!DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokornis, FL 34274 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 1401 WEST FLACLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S 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 he used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AJIJ). This NOA shall not be valid aRer the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dadc County) and/or the AJIJ (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 ANJ 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 here n, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APPROVAL DOCUMENT: Drawing No.41 l2, titled "Aluminu'm i lorizontal Sliding Window", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark. P.E. . dated 5/22/02 bearing the Miami -Dadc 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 manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no .change in the applicable building code negatively affecting the performance of this product. TERIIIINATiON of this NOA will occur after the expiration date or if there has been a revision or change in thc 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 thc words Miami -Dadc 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 thc 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 if 99- 0204.03 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 ±DESIGN PRESSURE RATING; -75 P.S.F +66.7 P.S.F. !GLASS TYPE A OR 8 DETERMINATION (SEE NOTE 1) ' WINDOW ( WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 - 63.000 1 26.500 A A A A A 37.000 A A A A A II 44.000 A A A A 8 L 53.125 A A B B B ( 63.000 .A B B B B 1 7 A S 8 8 9 US.RCE MISSILE IMPACT WINDOWS GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GJAZINC DETAILS SHE. 2. 3/16" (.350) LAMINArEC USING MONSANTO SAFLEX PVB OR DUPONT W/ DUTACIIE Ir.TERLAYE.. BETWEEN (2) t.ITES OF: A. '/B ANNEALED CLASS B. 1/8 HEA" STRENGTHENED 2 CONEGURATIONS kC or OX 3. DESIGN PRESSURE RAT,NG: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE it GLASS TABLES ASTM E 1300 -98. B. POS:TIVE DES:GI. .GADS BASED ON WATER TEST PRESSLiE do GLASS TARLES ASTM ; 1300 -98. 4. ANCHORAGE. SINGLE ROW 0 FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD k SILL, MAX. 6" FROM CORNERS. MAX. 4" k 5" ON EACH SIDE. MAX. 15" SPACING. v'AMBS• MAX. 6" FROM CORNERS. UAx. 12 1/2" SPACING. 5. SHUTTER REOUIRE►.1ENT: NC SHUTTERS REOUIPEO 6. REFERENCE TES REPORT: FTL -1969 3" MAX (HEIGHT 58 1/4" mAX FIXED LITE DAYLIGHT OPENING 74" MAX WIDTH f 33 5/9" MAX 33 .5/8" MAX r — DAYLIGHT — CAY'�IGHT I OPE.N'NG OPEN'NC MA X I r1 1 J 0 GLASS Of MEETING RAIL CENTERLINE. 1 8" MAX 4" MAX "_- ... .MAX SEE NOTE 4 ON MELTING RAIL ANCHORAGE ELEVATION FLANGE FRAME ,,AMB DESCRIPTION Alum. 6063 -15' 612225 FIXED MEETING RAIL (Alum. 5063 -T5 612228 612229 SASH MEETING RAIL Alum. 6063 -T5 SASH SIDE RAIL Alum. 6053 -75 . GLAZING FAD (Alum. 5063 -15 WINDLOAO ADAPTER TAIu•n. 6033 -75) FLANGE FRAME HEAD Alum. E063 -T5 12236 612237 V.T. 6 ANTI -LIFT CHANNEL Alum. 6063 -T5 10 x 1.000 Ph. R. SMS N6 x 1.000 PH. PAN SMS WEATHERSTRIP THIN WALL BULB V119"L 8 x .500 PHIL. F1 SMS 19 . x 1.000 PHI' SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP P.11. SMS 70251 IMENIEEIUNIXer 70250 2 3 1 Omids an 71096 2 for anti -Ilft channel 8 (1 . • er Glazin• Bea 2 Sweep Latch screws 4 when usin. .2 Swee. Latches Vent oss . screws 11.5 from ands -vent mtg. rail) if hei.ht is >- 4271 1 O mids on 0 ea. end of vent to rod 4 2 •er .Roller HOusin Overt to ALUMAX FASTEC MERCHANTS FASTENER T • M PLASTICS MERCHANTS FASTENER AF- '.2244 P -247 4 from ends MINIATURE 01E GAS PING 801.214 X MASTER TOOL -MI0 -250 MASTER TOOL bot rails de m,_roil MASTER TOOL VINYL - TEC HC. G. T. SCHLEGEL CORP OOW CORNING TEAM PLASTICS 70312 FS7826 -187 899 TP -249 76X1PPA 571 61062W Et 62899 QTY./LOCATION 2 .ALUMAX 4 Windload Ada •Ter screws EN 49 vent Erna roll Eig% Ell II ITEM 3 4 5 6 7 ®© 16' MD 3. ®©IEDrIE3 57" M4% VENT DAYLIGHT OPENING 8 FLANGE FRAME SILL (Alum. 9 FRAME SILL ADAPTER lAium. 6063 -T5) 10 SASH TOP /SOT. RAIL (Alum. 6063-15) 1 SCREEN RETAINER Alum. 6063 - LAIJINATED USING LAMINATED USING © 1 ®R OLLER HOUSING BRASS. WHEELS NE,4THERSTRIP - PILE \FINSEAL 5ll ICON 2/ WEATHERSTRIP ':ULB VINYL Ruhert 1.. (:lark. 11E: PF : dtq712 Sl ruetes; 6053 -T5 2 6TP 49 8 2238 1 6' 2239 1 612240 2 532377 1 8 ANNEALED CLASS 8 HEAT STRENGTHENED GLASS INDUSTRIES 1070 - CCHNOLOOY COVE 1401(0 I S. FL 3 P0. eoe 1729 N(woua, it 34274 0 rnidspan of frame 1,11) (O mids F.K. F. K. 0•..w tar: 0.8. 3.n: 1/29/99 0.I.: 2/ I 6/98 rrle: on S.w../Mou.H NS -770 of vent Scan: 1 s m. N TS I I I ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALU MAX ALUMAX ALUMAX Ut.: 1 4w.onc I 1/5/01 URN Ff FOR RfNE1WAL RM'0"• C -N0 CMG THIS SHT OX ELEVATION & B.O. M ALUMINUM HORIZONTAL .r 4 VENDOR Oro.ny w. 4.112 VENDOR / AF -12228 AF -12229 AF- .12230 Ar - 534571 AF -12236 ' F-122.37 AT -12238 A1" -12239 A F- ,122 AF- 532377 ruauc1.7 RCVISRa Remy CM. E,tInd.a • i • al Mule Pr.d 0.10 (LG. MISSILE 02 SLIDING WINDOW I Rwt I C XTERIQE - -- 2.714 --j —I Il 9,L. \i lam. MAX. nL Max. FIXED LI r DAy UGH T OPE. : IN, f9, (8 7.710 HOUGH J OPEN4p0 115 VEfTICAL SECTION ROUCH 4PENIr0 00 (19 2.09• .500 I 141 MAX. !ENT DAYLIGHT OPENING .ROUGH OPENING �\ 2.784 1/8` ANNEALED CLASS .090 ■NTERL4.rER (MONSANTO SAFLEx OR DUPONT W /9UTACII'E) HQR!LQNTAL SECTION 0/ 1/8" .4NNEALED GLASS— I--- /71 42 Rouen L, (.'la: k, p E. PE /09712 c' wwwi- 1 1/2 GLASS 811E .090 INDUSTRIES 1070 r£CHNOLOCY DANE NOKOMIS. it 34275 P.O. 90X 1529 NOI(OWS. rt. 3.274 ow.. or F. K. Re. e h. HS -710 X T ER?GR 1 J8" HEAT STRENGTHENEC CLASS INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1 /8' MEAT STRENGTHENED CLASS — GLAZING DETAILS: 5/16" (,3SOL LAM INATED GLASS 17/5/01 Dom 5/22/07 <we: N TS q.we�a: A00 GLASS OETA Re s. s..: C — NO CHG THIS Sell Oran Br Wer D.B. 2/16/98 _ l 9eecnnwn: SECTIONS & GLAZING DETAIL SMrt: Prom.; Ns. 2.784 \ ROUGH OPENING 1 /2" GLASS BITE ALUMINUM HORIZONTAL SLIDING WINDOW 2 a 4 41 12 ,\PPF.0VE0_ w 000 UC \ TAPCCN W/ ; .f 1 2 HC — (SEE MOTE i; I • ; . T �,t a =1 3:16 OR 1 /a.. IAPCON W/ 112 HO - ( SEE NOTE 1) -1 T_P'CAL HEAP SECTION SIJR5rRA;F ANCHORING TYP.1CAl. SILL SECTION SURSTR F ANCHORING 1/4" Max J SHIM 1 / • APPROVED .r 2x WOOD BUCK APPROVED 2x 'NOOD DUCK TYPICAL_ HEAD SECTION WOOD ANCHORING #10 'H000 SCREW -7 i • TYPICAL SILL SECTION WOOD ANCHORING I 1 /4" .MIN 1 /4 MAX. SHIM L #1p WOOD SCREW 1 /4" MAX. __ r SHIM �! —'— 1 1 i 4 MIN —r _ r -° 1 i ;_. VIE' OR 1/4" TAPCON W/ If12 HD (SEE NOTE 1) 1/4" MAX. F SHIM 1/4" MA:(. EHLM. -► Ruben L. C:I47k P.E. PE R397I2 APPROVED / WOOD 3uCK TOPICAL JAMB SE::TION SIj9STRATE ANCHORING NOTES: 1 USE ONLY MIAMI -OAOE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FT -1969 INDUSTRIES 1070 fCCNNOLOC' OINK NOKOMIS, FL 34275 P.O. BOX 1579 NOKOt1S. :L 3427. '/4" MIN. 1/4' MAX. SHIU --.-1 ANCHORAGE r.1a: #10 W000 SCREW --;\ 7/5/01 5/ 22/02 2 16/98 APPRCVED 2% W000 DUCK TYPICAL JAMB SECTION WOOD .ANCHORING UPDATED fix rr: flx r,LPCON pESIC. 1 1/4" MIN l'uu OIK1 kEv131:17 r.vWpM•f *me eb Fla 0.411.11 C.J. o Amerman 1• �' • Oz Cyie•Y.• IAtt• k.W 0.41..Wet QYlel•• ALUMINUM HORIZONTAL SLIDING WINDOW S.ne• /M.aN: Sc St4eL O.a .r+y we . IR•r 145 -710 I NTS .3 4 41 ) 2 �_ .705 .062 2.784 Lir .737 0 FLANGE FRAME JAME 6053-T5 ALJM. 1 C 50 — 5/1E" GLA.ZING EEAC; (91FRAME SILL ADAP 6063-15 ALUM. REFERENCE ZEST REPORT: F1 L '11 1 1 7 .062 1 1 .403 (27) FIXED MEETING RAIL 5063-15 ALUM. t .062 .723 .698 - q) WIND LOAD AOAPTER 5063 ALUM. (FE) SASH TOP & BOTTOM ;RAIL 5063-15 ALUM. .062 1.187 1.0E1 1 .37.3 Robert L. Clan. RE. pE. 3 19712 .Stsuciv4+4 SASH MEETING RAIL 6063-15 ALUM. ® FLANGE FRAME HEAD 6063–T5 ALUM. 1070 TE0717:01.00 OMV ROKOMPS, ri .$427 P.0 .00x 1329 NON 01AIS. a 24274 Noo . 22 1 062 SASH SIDE RAIL 6063-15 ALUM 1 -- - 2.710 EXTRUSION PROFILES t i 1.349 1.291 1 1.970 I I-7-- .062 2.094 ( FLANGE FRAME SILL 5053-1 ALUM. Aerse 47: : Owg: 5/22/02 C-HO CHC rii SHT T fble: F.K. 11 1/2/01 eRcuR:c Rowe, Pilrbil 'Mb ea.ri awaits C.O. AWOL. flo P f7 .. • • lila) . 0141K1 Ceo4r./-' 2 ALUMINUM HOR/ZON TA L SLIDING WINDOW sm.t N. HS-710 NTS 4 -0 4 4712 C D ADE MIAMl BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SGD -70" Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. 4340, titled "Impact — Alum. Sliding Glass Door ", sheets 1 through 6 of 6, prepared by manufacturer, dated 2/16/98 with revision on 6/2/03, signed and sealed by Robert Clark, P.E., 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 be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0306.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 03-0512.04 .max MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 - 2905 NOA No 03- 0512.04 Expiration Date: May 06, 2007 Approval Date: November 06, 2003 Page l BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO - DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Mianu. Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not he 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-70 "OXXO"Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No, 4345, titled "Aluminum Sliding Glass Door, Impact ", sheets 1 through 6 of 6, prepared by manufacturer, dated 3/15/99 with revision on 5/30/03, signed and sealed by Robert Clark, P.E., 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 be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-070L04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. O - O512.022.mm NOA No 03- 0512.02 Expiration Date: November 09, 2005 Approval Date: October 30, 2003 Page 1 �� X DOOR WIDTH 39" ALTERNATE MORTISE LOCK & HANDLES (SEE SHEET 5) X ..\ of GLASS TYPE 1 1113" I.G.- B. COMPARATIVE ANALYSIS FTL -3741 3/18'T,1/2 "SPACE, 7116" LAMI (3116'A,.090,3116 "HS) DOOR HEIGHT DOOR WIDTH 71.000 72.000 80.000 61.000 96.000 149.500 '60.0 -80.0 80.0 -50.0 60.0 -60.0 60.0 .60.0 60.0 40.0 ' -52.4 160.000 60.0 -60.0 60.0 _ 50.0 80.0 - 60.0 58,4 -58.4 52.4 168.000 60.0 -60.0 60.0 -50.0 56.7 -56.7 53.9 -53.9 48.2 -48.2 180.000 60.0 -60.0 60.0 -30.0 53.3 •53.3 49.8 .49.8 43.7 .43.7 191./50 60.0 40.0 59.2 -59.2 .52.1 -52.1 49.1 49.1 40.7 -40.7 95.000 MAX MAX 88.750 DLO HEIGHT 6" MAX. --I � 13' -� MAX. 0.C. MAX 43.562 DLO WIDTH 4" MAX. I- 4 "MAX. TYPICAL HEAD & SILL 2 ROWS OF ANCHOR FASTENERS SEE SHEET 5 OF 6 • MAX LARGE MISSILE IMPACT DOORS 1. GLAZING OPTIONS: (SEE TABLES FOR DESIGN PRESSURES) A. 7/16" LAMINATED CONSISTING OF AN :088 SAFLEX 1110 PVB INNER LAYER BETWEEN (2) LITES OF 3/16" HEAT STRENTH£NEO 8. 1 1/16" LAMI 1.0 CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS,, A 1/2" AIR SPACE AND 7/16" LAMINATED GLASS. 7/16" LAMINATED GLASS CONSISTS OF AN .090 SAFL£X/KEEPSAFE OR DUPONT BUTACITE PVB INNER LAYER BETWEEN (1) LITE OF 3/16" ANNEALED GLASS AND (T) LITE OF HEAT STRENGTHENED GLASS, C. 1 1/16" LAMI I.G CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, A 1/2" AIR SPACE AND 7/16" LAMINATED GLASS. 7/16" LAMINATED GLASS CONSISTS OF AN .090 SAFLEX,/KEEPSAFE OR DUPONT BUTACITE PVB INNER LAYER BETWEEN (2) LITES OF 3/16" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OXXO, OX, XO, XX 3.) SEALANT: FRAME CORNER, INSTALLATION SCREWS & PANEL SEALED W.TH SCHNEE /MOREHEAD #SM5504 SEAM SEALER 4.) ANCHORS: MAX. 6" FROM EACH CORNER (HEAD & SILL) 1IAX. 6" FROM EACH CORNER (JAMBS) VAX. 4" EACH SIDE OF MEETING RAIL CENTERLINE MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMBS: 21.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: F TL -2J69 AND FTL. -3741 CORNERS ELEVATION RoCe1 L Cblk. P.!. v! 757717 Sactnl MAX. 1070 TECHNOLOGY MK" NOMA.% ft 34275 CO VOX 1529 N0y0WM FL 0274 FTL -2389 GLASS TYPE A. 7/16' LAMINATED (3/16 "HS,.088,3 /161IS) ALL SIZES UPTO 151 3/4" WIDE K 56" HIGH] 60.0] -60.0 GLASS TYPE C. FTL -3741 1 1/16" I.G.- 3/18'T,12'SPACE, 7/16' LAMI (3M 6'H 6"HS,.090,3/1S) ALL SIZES UPTO 19t 314" VIDE x 96" HIGH! 60.0 .60.0 GLASS. Pwcd ey: F.K. Pond ey: F.K Read F. . Rend Or F. K. 0.o"n er D.G. kkektat SCD -70 Dote: ReHSbnn: 10/20/03 C- CORRECT TABLE SIZES Rmaonn C-RAO QA4 ME It IONE Rw:Owen 8- A9611C ct & GLASS 7111 10/13/00 REV A Duca 5/30/03 Pule: ?/5/03 3/1 ELEVATION & NOTES ALUMINUM SLIDING GLASS DOOR, IMPACT 1 NTS she* 1 6 rROOKTE trrS Dt0 5 4345 • Rre 0 7 1 1/16" NOM. OVERALL 1/2" AIR SPACE 3/16" TEMPERED GLASS 60 29 7 .591 NOM. GLASS BITE 1 1/16" LAM! I.G. GLA ?LNG DETAIL 7/16" NOM. LAM! GLASS - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - .090 PVB INNER LAYER 3/16" HEAT STRENGTHENED GLASS /7/0 Rabat C4,t Pg. PE $7771: stand 26 13 7/ LAMINATED GLA71NG DETAIL 1070 TECHNOLOGY &ME NO OHrs. 11 3423 F.O. 50X 1529 NO/ 0415, n 34274 7/16' NOM. LAMi GLASS 3/T6' HEAT STRENGTHENED, GLASS .088 PVC! INNER LAYER -- 3/16" HEAT STRENGTHENED GLASS .641 NOM. GLASS BITE Raved Ey: Dot R F.M. 10 /20 /OS —NO CNC THE 5HT. wd 7 F.X. 5/30/03 C- CORfEC1 :C. GiATS Premed He pole- RMdv,e: F.K. 215/03 8 -400 1 1/115 G. F. F. K 10 /13/00 R D.B. 3/15/99 o..nroTaa: GLAZING DETAILS rae: ALUMINUM SLIDING GLASS DOOR, IMPACT Sa.ns/Nao4e SGD -70 Stop' S1rd: 7:em+nq loo. NTS 2 a 6 4345 D 96 00 MAX. 5.t77 1 1 ;2 it 1/4 • ��`l<f�l� --- R'E£F HOLES 5 6 5.177 ROUGH OPENING TXIFRIOR VERTICAL SECTION POUCH OPENING POUCH OP9WQ 2.4.35 INTFRTOR 93.937 AJAX PANEL HEIGHT HORIZONTAL SECTION ficivrt L. Civic, P.E. PE WV? t2 eexsa. — SEE SHEET 5 FOR ALTERNATE MOR715F_ LOCK & HANDLES 10 TECHNOLOGY DRIVE NOTOWS ft 34277 9.0 e x 1529 t4O4O146. 11. 34274 14r4d b: Oaa: F.K. 10/20/0.: 4bed F.K. 5/30/03 lter.a Br• Gate: F, K. 25/03 Rend Rr O e . F.K. 10/13/00 Oresn 0.8 3/15/99 O.a epton: SECTIONS re1.: RovlNans C — N0 CHG T itS SHT. Rn4ixs C -400 CLASS TYPE nu 62 841O9E p.'2T( Ofr. Siff _' : REV. A ALUMINUM SLIDIN' GLASS DOOR, IMPACT 341444/ scow: 9s.tr O.v.i44 SCD - 70 NTS 3 a 6 4345 n F-- 5.177 --I 4303 2 - TRACK SILL AF -12246 -I 1.876 r - 4308 HEFT. RAT. (Flxf_U) AF -12251 7.939 .1881 1 C 2 9 4326 MOVING PANEL MEET. RAIL (N.D.) AF - 12261 2.435 -y 1.800 --{f- .245 . 739 .- - -L.050 I --1 1— .824 4,395 GLAZING BEAD (1 1/16" IAMI LG.) 5.177 1.619 4302 2 -TRACK HEAD AF -12245 4314 FIXED PANEL ADAPTER AF -12254 L 1.935 x- .97 L j 4328 FIXED PANCL CUP AF - 12262 1.045 I- -! r--- 5.357 ---I 1.996 .557 1 4--- 5 4315 4.104 2 -TRACK THRESHOLD 2 -TRACK AWE AF -12255 AF -12247 1-4J-1- . 1.993 1.342 1 1 ,.305 j 4344 SCREEI4 ASTRAG4L (OXXO) Robert L. Clam P.E. P 4371, St- sawn! 3 '.045 -� --- -� 1 070 TECHNOLOGY ORM NOCOMES. FT 34275 P.O. BOX 1629 NCSOMS. F1 34274 r>Oe.e es f K. tyv.Q 6y: F. K Pend Op F. K. Rend By F. K. aog er D.a Fm.: rl Z591 l Pair 3/15/99 -I 1.6701- 4306 4305 50E RA1L TOP & 80T. RAIL 7F-12249 AF 1872�- 1 1 470 1.019 —1 2.282 2.948 - 4342 (MODIFIED) 7ANEL ASTRAGAL (OXXO) 64342 M4T'L: 6063 -T6 ALUM. NOTE: ALL OTHER EXTRUSIONS ARE 6063 —T5 ALUM. 0011: AtN>■ 10/20/01 C -NO CNG THIS SXT 04.: Rtivumonrr 5/30/03 C -NO CI4C THIS SHT Dote: Nmtlo.r. Od 2 !5/03 6 -ADD 1 1/16' G.B. Rn6/aiz 10/13/00 REV A EXTRUSION PROFILES .1 2.376 r` 1.644 1 1.872 4317 4318 4319 4J20 SCREEN TOP RAIL SCREEN 801: R#IL SCREEN 510E RAIL SCREEN BEET. RAIL AF -12256 AF -12257 AF -12258 AF -12259 1 h .849 .739 t t T a324 GLAZ. BEAD (7/15' LOm AF- 574601 ALUMINUM SLIDING GLASS 000R, IMPACT S.v%es7r04si Scor: - 9i 1t: &grin, 4M a.rt 500 -70 NTS 4 w 6 I 4345 /4 MAX. TYPICAL HEAD (WOOD) TYPICAL SILL (MASONRY) 2 X YCOD BUCK TYPICAL JAMS (WOOD) r r /.' &N. r / J .L.X J/re' T.IPCON J/te' r. 0 0 MOCO Ewa( TYPICAL HEAD (MASONRY) 1X a000 scud -ir TYPICAL JAMB (MASONRY) MORTISE LOCK COMPONENTS ractsucr lar 4wr.. 0 2.O2 wr a c ocrr.a. TYPICAL 'OXXO" CONFIGURATION Roved #y: Oahu am. F.K. 10/20/0 C -107 CM.: ME SHY. R.vsd 3y: Oahe Pm" anx F.K. 5/30/03 C -NO CMG ?HIS SMT Aw.d Be Dcl.: Awi.kn.: FK 2/5/03 8-MO . Ix 4013 NOME Rom' Or Da F.M. 10/13/00 REV. A dose aY -' Del.: 0.6. 3/15/99 h¢rrpre.: ANCHORAGE & ALTERNATE MORTISE ALUMINUM SLIDING GLASS DOOR, IMPACT S.rl.s / ►�Oe' SCO -70 INTfOR EXTERIOR y.; Jhe.4 Dro• v No. NTS 5 w 6 4345 KCYLCCK OPITO ML Are D K" •or x .375 Ph. Pn, SFS romper )78 x .375 P!'. Pn. TEK t Rail .170 x 270 back - tin seal 3 100e. end & 10 center 3 10ec. end & 10 center 2 7938PA 72087K 78XJ8P7' 612248 VENDOR Numox arnoX Atunax Urnox Scherer Scharer Alurnox Nationwide Eastcoast R &P Akrmar Set* el AWmox 'PItfixed • • er. & Scr. Pones J 411:25111=PS 1151121711E110=3) / •h. ''S 781tJ8PPA WILIWZ211 .600 Ph. Pa MS IlragliMIE • Ill %mfssw>argriumill1111111MIlld nQHa1vTL EZ.v1 MEMETA 22 f aMI 533 0 1111:1•• .. • .. -,is FlagTI.M r. NUEEEDIMIOrn UQ '•" �7/ ] .L 1 18 4 Pane 6 16 1 /G1a:irq Bead) 4 (1 /Pane) Fixed Panel Mee. RRoil 0, er. Ponel We. R21/ Glazing Bead 16 75, Bulb 7/16 Laminated Class Microns Seam Sealer Fred Panel 0' 8 r 1.... Ph, Pn. S15 Screen Top Rail Screen Hot. Rot 5041e Rollers Screen SIde hail 70 -32 r .875 Ph. Fl. MS Screen Meeting Rail 1 4 r 7.500 Ph. Po. Screen line tra •• Screen Agra .7 L•CK SURF. MOUNfNG KEEPER CESS ALtapr PU FM 62899C 1PPA 612256 672257 7SRA2 6 7 ble Panel Fixed Panel C6p Screws 2 2 4 24Screen Pane 2 1/Screen Panel) 2 Screw Lock 2 1 Screen Panel 4 Screen As . Screws Alumax ',max Team Plastics PPG. LOP w •mi AF -12261 Alumax Afumox Alumax tndafex 534601 TP -247 899 OR 96 AF- 12256 AF -12257 AF -12258 AF -12259 42502.V 1 1 16 11.. 16'7 1 2' SPAC 7 16L1M1 3 16' .090 PV8 3 1 1 16 L 1.0. GLASS Q 7 3/167, 1 /2' SPACE 7 /1.61A0.8 (3/1611S, .090 PVB. 3, I6 HS Truth hardware Nationwide AF -:2246 AF -'2255 AF - '2254 AF -12251 537 •.• •, I. T" trm11t :; I AT7 9. 20 47 • rLPM4522'111m7rIn.. 3113 . 6 41111.EUMIlrarir ta.1.14 ilkfaiGSM' SCHERER 60 11WMIQ3CTLIM E net 16 •net 7 Frame noted L. Gent P.E. PE ese11l SbucUd 1070 rect0404,067 011Th' Nasals, n. J42"3 F.4 BOX 1529 NOr09175, Fl. .34274 ALUMINUM SLIDING GLASS DOOR, IMPACT ca.•r. sr...a NTS 6 air 6 SMo /Maiot SCD- 70 1W. 4345 K DESCRIPTION V. 1 f .Tame Head 2 Track - 672245 1 2. rrome 5R1, 2 Track 612246 1 3 Threshold Cover. 2 -Track 612255 4 Fined Adopter, Frame Sill 612254 5 6009 Housing 70250 6 Fla • 70251 Jamb -Track 5415 Rome 4.. F.K. .Ka a F.K. ni F.K. ma.n Er. F.K Oaac::ylien: PARTS LIST numitrr WILED isambisslibeellaSts Anmena - IZ•02 Datr. 10/20/03 Dow 5/30/03 Ooh.: 2/5/03 2%5/03 Rwaems: C-NO CN6 11175 5777. 8.+is mv: c 17E 67 ON0/1131 61 Polemic 8 —AOD IV PARTS LEST 0 MIAM IDADL BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries P.O. Box 152 Nokomis, FL134274 SCOPE: This NOA is I #eing issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority This NOA shill 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 procuct or material tested for quality assurance purposes. If this product or material fails to perform in the accepted anner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modi , 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 yo meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1 "x Heavy Wall-Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion Arrangement Detail ", sheets 1 through 6 of 6 , prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami - Dade County Produ :t Control Revision Stamp with thc 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 scat ment: "Miami -Dade County Product Control Approved ",finless otherwise noted herein. RENEWAL f this NOA shall be considered after a renewal application has been filed and there has been no change in the pplicable building code negatively affecting the performance of this product. TERMINAT ON 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 s fi les, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any secti n of this NOA shall be cause for termination and removal of NOA. ADVERTIS MENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by thc expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its ntircty. INSI'ECTIO : A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall be a ailablc for inspection at the job site at the request of the Building Official. This NOA rc $ ises NOA # 01- 0323.0 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. aving Jurisdiction (AHJ). MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0701.09 Expiration Pate: June 28, 2006 Approval Date: July 12, 2002 Page I rr GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT W W2 W H ANCHORS: TYPE. B" C" OR 'b BOTH ENDS TYP. MULLION W =WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS: TYPE C" R "D BOTH O END 1 GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT 0 1 NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 H2 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR HI +H2 MULL LENGTH = W ANCHORS. "C" OR 'D" BOTH ENDS / Z 'C % �� C Robert L CIar E. RE. #397I2 S1 W D1wma FAT INDUSTRIES H1 W I W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 Rend 8, ANCHORS TYPE A' ANCHORS: TYPE B" C' OR "D BOTH ENOS rRUDUCTRZVLSED as some*" vrIS clm Florida aid* Cede Ampbaa Na 02 I1._____ By Nam DW trq Axle: Drown By. P.J.P. 1070 TECHNOLOGY ORNE ' P.D. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. TL 34274 Chkd By. Oeic Date: 4/28/00 Senei /Need: MULLS W = W 1 +W2 +W3 H = H1 +H2 1 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING' = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 BY Re.. ono. Scala: lx Sheet 1 a/6 H2 H1 &Ewing N. 6621 APPROVED AS COMPLYING WADI THE SOUTH FW91 A QU4DING CODE JUN L E _!_ RR... CT OL DIVISION GCODE COMPI N4CEOFFICE ACCEPTANCE NO. 0 1 - 6323 05. awvl%an: 1" HEAVY WALL MULLION ARRANGEMENT DETAIL Rev: H ANCHORS: TYPE. B" C" OR 'b BOTH ENDS TYP. MULLION W =WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS: TYPE C" R "D BOTH O END 1 GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT 0 1 NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL- 2902, 2903 AND 2975 H2 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR HI +H2 MULL LENGTH = W ANCHORS. "C" OR 'D" BOTH ENDS / Z 'C % �� C Robert L CIar E. RE. #397I2 S1 W D1wma FAT INDUSTRIES H1 W I W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 Rend 8, ANCHORS TYPE A' ANCHORS: TYPE B" C' OR "D BOTH ENOS rRUDUCTRZVLSED as some*" vrIS clm Florida aid* Cede Ampbaa Na 02 I1._____ By Nam DW trq Axle: Drown By. P.J.P. 1070 TECHNOLOGY ORNE ' P.D. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. TL 34274 Chkd By. Oeic Date: 4/28/00 Senei /Need: MULLS W = W 1 +W2 +W3 H = H1 +H2 1 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING' = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 BY Re.. ono. Scala: lx Sheet 1 a/6 H2 H1 &Ewing N. 6621 APPROVED AS COMPLYING WADI THE SOUTH FW91 A QU4DING CODE JUN L E _!_ RR... CT OL DIVISION GCODE COMPI N4CEOFFICE ACCEPTANCE NO. 0 1 - 6323 05. awvl%an: 1" HEAVY WALL MULLION ARRANGEMENT DETAIL Rev: P.C.T. ix MULLION MULLION CLIP CUT FIANCES OFF OF MULL CLIP TO FORM A VT' QRWNEL ANO INSTALL AS SHOWN FOR 1 MULL - 1 1- _I P.C.T. MUWON L MULL = }' MIN_ r 2� (T1P) O _, ]B (Ty p) r 2' OR 4'---I TYPICAL MULLION TO MULLION INSTALLATION TYPE A° IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SD I NOT TO IMFRFERE MIDI EACH OTHER) _. NOTE: 1 . FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 /12 S.U.S. (199/) ALL FASTENERS MUST-BE- DADE -COU APPROVED. SEE NOTE / TYP CAL MULLION TO STRUCTURE WITH W000 BUCK TYPE 'B" P.G.T. 1x MULUON W000 BUCK REMOVED TO CONCRETE Robert L Qhrk P.E. P.E. 439712 r P.C.T. 1x MUWON PRODUCT RETIRED • m eail1T1. t with de Fleedd. DridsiCede Aecqrsare No 2 -0 0 9 Ea Doe 04 By D.de rred.ct Ca. ■ INDUSTRIES MOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE " "C". Revd Downs Br P.J.P. MIN. WOOD BUCK Dote: r 2' 01? 4' —j MIN. r 2 - OR 4 Series/Model: Ched Br:• Dote O.L: 4/28/00 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "D ". Rern.ma • /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT ro INTERFERE HIM EACH OTHER) SEE NOTE /1 • • MW. 1; PENETRATION INTO CONCRETE OR BLOCK • STRUCTURE. ALL FASTENERS MUST BE D4DE COUNTY APPROVED. SEE NOTE /1 DescripCNn: 1" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL Seale: sheet: Deeming No. 1 2 �6 6 MIN, FI TAPCON 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL J4275 NOKOMIS. FL 34274 MULLS 6621 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS Nor TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. I}" TAPCON (246/) MIN. 1} PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE 0.401 COUNTY •• .APPROVED. SEE NOTE / APPROVED 8.5 COMPLYING WRH DIE SOUTH . DA I BY I /I / /!�i . _ PRO. TC•NTROL DMSION I BUR ON.i, CODE COMPLIANCE OFFICE ACa‘PTANCE NO O I "a 2 2I.O. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'O FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 1 x 2} 1 x 2} x 1 x 4 x 4 j 4 MAX 1- A •-I 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN- FROM ENDS (TYP) i g 1<A --i 7" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 B MI FROM ENDS (TIP) i -- 1 - .7,g7 - 14 MAX. a MAX. 1" MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION OWC / 1099 MIN. FROM ENDS (TYP) I I 1- 8 j 1 -A' —I 1 " MULL CLIP W /TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG / 1099 PRODUCT REVISED ee emptying Ma Um Florins Balding Animus= 02- 0 ?OI. Eepnlj D.1e Py M rs coned WM. NOTE: 1. REFERENCE TEST REPORT FTL- 2902.. 2903 AND 2975 ' 3 VIZ- 5 iR<!c ITALY% MIN. FROM ENDS (TYP) -14 MAX. INDUSTRIES B MIN. 1 —A 1 " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) -i 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 Revsd By Doren roe An B'. P.J.P. 1070 TECHNOLOGY ORIVE P.O. BOX 1529 NOKOMIS. Fi 34275 NOKOMIS. FL .34274 Chkd By: Series/Nadel MULLS -1 MAX. 1" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 13 1 A' Dote: Date. /21/01 A 2 ANCHOR LOCATIONS " MULLION CLIP MIN. FROM ENDS (TYP) I r — Cam• -E� •6• —$ • — E3 --�- Scats: Reel: 3of 6 Ore ":"q No 6621 MIN. FROM ENDS (NP) Re". 1" MULL CUP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXIRUSION 0W0 /A B/03AS COMPLYING WITH DIE SOUTH Fjei 'L' BUILDING CODE PY , PRO Ci NTROL OMSION EUILO:NG CODE COMPLIANCE OFFICE AfLt•'aTANCE�NO. �I � O s z 7 e s NOTE: 1 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 p azk, P.E 21 32 3_ 4 INDUSTRIES evsd By. Description: D. omen By P.J.P. L Robert 07o TECHNOLOGY opIVE P.O. Box 1529 P.E. #39712 NOKOAMIS. f1 24275 NOKOMIS. n 21271 MULLS 4 8 4 PRODUCT REVISED eldle vrtt! Um fleelie Acceptance No Off. 09 E ( a Dm Dr BY At IDede Prothro Cn.trN Ohio., PRO MUNSON BUILDING CODE COMPLIANCE OFFICE AC.CEPTAFICE NO. 4 " - O 3 2 T. 02 CAW By `Dale Dote: 5/22/00 Revisions: HEAVY WALL MULLION PROFILES lx Sheet: 4 e'6 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUMMING COOS D3IE JUN Oro.:nq No. 6621 1x2.75x.375 314 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 0 42 1701170 170170 170170 170170 170170 170170 170170 1701170 1701170 170 48 1701170 1701170 1611170 1541170 1501170 149;170 1491170 1491170 1491170 1491170 50.625 170 1664170 161 1474170 148 1351165 140 1264153 136 1214146 134 1194142 134 1181141 134 1184141 134 1184141 134 1181141 54 60 1451152 127,131 1161116 1011107 1001100 96 196 93 1 93 92 192 92 1 92 92 1 92 63 1311131 112 99 90 84 80 1 80 77 1 77 76 76 76 66 1134113 97 4 97. 85 185 77 4 77 72172 68 4 68 65 1 65 64 164 63 1 63 63 1 63 72 86 186 73 1 73 65 :65 58 1 58 54 154 50 150 48 448 46 146 45 4 45 44 1 44 76 73 173 621 62 54 154 49 149 45145 42142 40140 38 138 37 137 361 36 78 67 167 57 1 57 501 50 45 1 45 41 1 41 38 1 38 36 1 36 35 1 35 33 133 32 1 32 84 54 : 54 45 1 45 40 1 40 35 i 35 32 ; 32 30 ; 30 28 ; 28 27 127 26 126 24 : 24 90 43 143 37 137 32 132 28 1 28 26 1 26 241 24 22 122 21 1 21 20 1 20 19 1 19 96 36 30 26 23 21 : 21 19 18 "1" 17 "1" 16 "4" 15115 - 1" 108 25125 2 1 4 2 1 1 8 4 1 8 1 6 , 1 6 - 4 " " 4 " 111 23 1 23 19 1 7 1 1 7 15 1 15 -1 - - 1 - - 1 - - 1 - - 1 - - 1 - 1 . Vertical Mull 7 Mull Length Opening ---I Width Horizontal Mull 1 Opening Width L H Mull Length Multiple Mulled Units 1 7 Mull Length \Opening Width lx2x.375 2 Anchors, 42 O '48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 OPENING WIDTH IN INCHES 50 155 129 115 94 67 58 90 38 32 30 24 19 16 144 - 60 142 116 100 81 58 49 32 27 25 20 16 70 134 107 91 73 51 44 43 38 34 29 24 22 17 80 90 130 102 85 68 . 47 40 44 37 26 22 20 16 130 100 82 64 32 24 20 18 100 130 99 80 63 42 35 22 18 17 110 130 99 80 62 41 34 29 21 17 16 120 130 99 80 62 41 34 2R 20 • 17 15 130 130 99 80 62 41 34 9R 20 16 15 160 130 99 80 62 41 34 28— 20 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. s/ ., �/ 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 /[ ;/ +�+ A3y7/Z f�T INDUSTRIES Revel Br rue: 7070 TECHNOLOGY DRIVE P.O. BOX 7529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Dole: Dmon By: P.J.P. ChM By: Dole: Dole: 4/28/00 .1 " HEAVY WALL MULLION Rens:one: Senea/uedel: Seek: 5hee1: MULLS NTS 5 aN 6 PRODUCT REVISED ew.nlyl.g .Ub N4 F1..N. Balding Cade AeeepN..e N. 02 -0 01. Rapine en D.k /2li /OD MI.IJ Dade Pnden C..•e.I MIAAm APPROVED AS COMPLYING Will 1 SOUTH FL BUILDING CODE BY PRO• o• '•LOMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 01 - O SZ S. PRESSURE CHARTS Drn■.nq No. 6621 Re.' MULL LENGTH IN INCHES lx4x.375 4/6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES ® 42 170 1701170 170 1701170 170 1701170 170 1701170 170 1701170 170170 1701170 170170 1701170 170170 1701170 170 1701170 170 1701170 48 50.625 170 1701170 170 1701170 170 1701170 170 1691170 170 1621170 170 1581170 170 1571170 170 157:170 170 1571170 170 1571170 54 60 1701170 1701170 1541170 1431170 1361170 1311170 1281170 1271170 1271170 1271170 63 170 159 144;170 133 126 121 1 170 117 116;166 116;165 116,165 66 1701170 1501170 1351170 1251170 1171166 1121156 1081150 1061145 1051144 1051144 72 154 134 120 103 98 1 127 94 1 120 91 1 115 89 1 112 88 1 111 79 93 76 1441170 1251160 1121140 1021126 95 1116 90 1108 86 1102 83 198 81 , 95 78 1401170 1211148 108 99 1116 92 1106 87 1 99 83 1 93 80 189 78 1 87 75 1 84 84 128; 138 111; 117 98 102 90 i 92 83 ;83 77 1 77 73 ; 73 69 66 166 62 162 90 1121112 95195 82182 741 74 67167 62162 58158 54154 52152 48148 96 92 78 1 78 67 1 67 60 54 50 50 47 44 42 38 1 38 108 64 , 64 54 154 47 147 42 1 42 37 1 37 34 , 34 32 i 32 30 130 28 1 28 25 1 25 111 59 50 43 38 34 31 29 27 26 23 'I-7— 144 I 27 1 27 1 22 122 I 19 1 19 I 17 1 17 1 15 1 15 - 1 - 1 1 - - 1 1 - _ 1 1 - - 1 Vertical Mull - Mull Length 1 .___Opening_l Width Horizontal Mull Opening Width h L Mull t — Length Multiple Mulled Units 1 Mull Length \Opening Width OPENING WIDTH IN INCHES 42 •48 50.625 54 60 63 ' 66 72 76 78 84 90 96 108 111 144 50 60 70 80 90 100 110 120 130 160 1701170 1701170 166 1521170 1331152 125:143 1051108 91,91 84 1 '84 67 1 3 67 54154 44:44 31 131 29 1 29 1701170 1601170 148 1351155 1101126 11R L135_1.03111R 92 1 92 77177 71 1 71 57157 46 1 46 38138 26126 24124 170 1481169 136 1241142 1061122 99 :114 93 1107 81 6868 63 50 1 50 40 1 40 33 1 33 23 1 23 21 1 21 170 1411161 129 1161133 99 1113 1171134 .92_1 - :05 86 73 61 61 56 1 56 44 ; 44 36 136 2929 20 120 18118 1 701170 138,158 125 1121128 94 1107 87 ; 99 97 A1190 77185 67 56 1 56 51151 40140 32 132 17 1 17 170 1371157 123 1091125 90 1103 88 1100 8395 63 1 52 , 52 48 1 48 37137 30 1 30 24 1 24 17 1 17 15 1 15 170 1371157 123 1081124 88 1101 81193 75 1 87 60 1 60 49 1 49 45 35 1 35 28128 23123 15 1 15 - I - - 1 170 137,157 123 1081124 80 :91 73 1 80 58158 47,47 43 1 43 33 i 33 26 126 21 121 - i - I 1 1701157 154 1081124 88 1100 80 :91 79 1 79 56 46,46 42 32 i 32 25125 20 1 20 26 1 26 18 18 I - 170 1701157 123 108 88 1100 80191 73179 56 1 56 45 1'45 40 30130 23 1 23 18 18 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 / e,c 397i� INDUSTRIES Rend By: Date: Diann By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. n. 34225 NOKOMIS. FL .54274 CAYA By: Date: Dote 4/28/00 Dese ipRon: PRESSURE CHARTS rile 1" HEAVY WALL MULLION Se.fe,/MedeL MULLS Revisions. seue: NTS Sheet 6 PRODUCT REVISED P171.y eta tae Florida Bolding eeeq..o oz- 0701.09 Raisin! • 0.te Ob 129l B7. Mad Dade r1.d.e1 Co.lnd Dli:. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OA¢ _ JUN BY, PR oo .eONTROt DIVISION BUILDING CCOE COMPLIANCE OFFICE ACCEPTANCE ND. O I - O 3 z 3 . oz O.a+inp N. 6621 Re.: 1 x2.75x.650 3/4 Anchors N w U z Z • 4- MULL LENGTH c PERMIT APPLICATION FOR MIAMI SHORES VILLA 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Date i° /.9 Job Address 4 /149 /OE /DO (St Legal Description Le ) ' rJ i Owner /Lessee/Tenet PO 1/.2 Q.r+ 8uvieas Owner's Address L/( NE_ 00 5f Contracting Co. $f3 .b uC ki ex. Qualifier 'u..11 v State # CflC. ni a3 _ O Municipal # Historically Designated: Yes SS# Phone 9 s90 ?3 IF TIIERE IS NO PERMIT PACKAGE ACCESSIBLE ON `HE JOB SITE FOR INSPECTORS TO VERIF`1, THERE W1LL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBIN WORK DESCRIPTION: R I Act \/ Square Ft. Estimated Cost (value) T 7� CFO WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII. YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that ail work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foiegoing information is accurate and t regulating construction and zoning. Furthermore, I authorize the above named contract Signature of owner an Notary as to Owner a i or Con.o President My Commission Expires (p7•) FEES: PERMIT fo,c/} Date Signat Date EClEIVED OCT 2 4 2003 Tax Folio j ' 3 'lQ b I 7 Nota Master Permit # Ile 2 - 203 Phone 3os - `15`� �5�8 Competency # Ins. Co. • • ra . or or Own ' . !,9ca n.. on Expires L Y No Address brad rd /Std Pk t i) (— /• MECI-IANICAL R OFING I work will b done in compliance with all applicable laws o the work s to RADON _ C.C.F / 1 ? o NOTARY BOND APPROVED: mot 1 # ° ? �"'""'∎ " P C 6 TOTAL DUE / a..--S T --. p 0 Zoning (V 27u i �. Mechanical �� Plumbing Structural Engineer i sb.c,)-12 105 Building Electrical 3 Primary Zone: 1200 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 3,287 Lot Size: 17,031 SQ FT Year Built: 1947 Legal Description: PB 15-14 AMD PL OF MIAMI SHORES SEC 4 LOT 1 & 2 & E1/2 OF LOT 3 BLK 89 LOT SIZE IRREGULAR OR 19810 -1140 07 2001 5 Year: 2003 2002 Land Value: $200,825 $167,232 Building Value: $204,608 $130,911 Market Value: $405,433 $298,143 Assessed Value: $221,296 $216,109 Homestead Exemption: $25,000 $25,000 Total Exemptions: $25,000 $25,000 Taxable Value: $196,296 $191,109 Folio No.: 11- 3206 - 017 -0340 Property: 468 NE 100 ST Mailing Address: ROBERT & PATRICIA BURGESS 468 NE 100 ST MIAMI SHORES FL 33138 -2447 Sale O /R: 15154 -2100 Sale Date: 8/1991 Sale Amount: $241,000 Property Information Report miamidade gov My Home MIAMIDADE [Close window]. Property Information Report Summary Details: Property Information: Sale Information: Assessment Information: [Click here to Print]. This report was created on 10/20/2003 4:04:29 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 http: / /gisims2.co. miami - dade .fl.us /myhome /proptext jrint.asp ?folio = 1132060170340 10/20/2003 • TU3 UNIT FEE ITEM. SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE LIGHT OUTLETS CENTRAL HEATING USHER RECEPTACLES A/C Co /up 6�S /". 2 7 SAL SERVICE TEW tARY A/C (CENTRAL) (ING FOUNTAIN SERVICE SIZE IN AMPS I DUCT WORK 1 GRAIN SERVICE REPAIR/IUER CHANGE REFRIGERATION SE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING 3CEPTOR RANGE TOP UNDERGROUND TANKS ICRY OVEN ABOVE GROUND TANKS DRY TRAY WATER HEATER _ U.F. PRESSURE VESSELS HES WASHER MOTORS 0- 1 FP STEAM BOILERS ER MOTORS OVER 1- 3 FP HOT WATER BOILERS . POT /3 COMP. MOTORS OVER 3- 5 IP MECHANICAL VENTILATION • , :, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES :, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS 'CRARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS t1. MOTORS OVER 25-100 HP COOLING TOWERS :R CLOSET MOTORS OVER 100 FP VIOLATION IRECT-WASTES A/C WINDOW REINSPECTION. :R SUPPLY TO: AIR CONDITIONERS /C UNIT STRIP HEATER IRE SPRINKLER GENERATORS TRANSFORMERS _ • . EATER -NEW INST. GENERATORS TRANSFORMERS EATER- REPLACE GENERATORS TRANSFORM€RS ANN SPRINKLER -WELL SPECIAL R.RPOSE RI)4BNG POOL OUTLETS COt,IvzRCIAL - ATER SERVICE SIGN TUBES ER CONNECTIONS SIGN TRANSFORMERS LITY -SEWER SIGN TII,E CLOCK LITY -WATER FIXTLRES . -- TIC TANK ANTENNA AY TELEVISION OUTLETS INFIELD, 4' TILE/RES. VIOLATION P & ABANDON SEPTIC TANK REINS?ECTION KALE PIT CU. FT. CH BASIN CHARGE WELL .ESTIC WELL :A DRAIN • __ r--- -- )F .INLET .AR WATER HEATER '. ' IE STANDPIPE IL PIPING iN SPRINKLER SYSTEM ; RANGE DER SET (GAS) PIPING PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A RASTER PERMIT HAS B. GAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /28/2003 Applicant: PATRICIA Owner: BURGESS JOB ADDRESS: 468 Contractor SEARS ROEBUCK & CO Local Phone: 305 - 659 -1179 Parcel # 1132060170340 NE 100 Legal Description: Signed: (INSPECTOR) Signed: (Contractor or Builder) Mechanical Permit Permit Number: ME2003 -203 BURGESS PATRICIA ST Contractor's Address: 8000 W BROWARD BLVD Page 1 of 1 PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 LOT 1 & 2 & E1/2 OF LOT Fees: FEE2003 -6553 FEE2003 -6554 FEE2003 -6555 FEE2003 -6556 Description Building Fee CCF Technology Fee Training and Education Fee Total Fees: Amount $107.50 $1.80 $2.68 $0.60 $112.58 Total Fees: $11 o m 1 Total Receipts: - 0.00 L2 sd' Permit Status: APPROVED Permit Expiration: 4/21/2004 Construction Value: $2,147.00 Work: REPLACE A/C CONDENSING 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: oS PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address )/4 / g l'00 rx Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenanty X O 6r ti- e u R4 6 l a .S Owner's Address Phone / - 3 ' " 79 -2-5 7 ? Contracting Co. 01/0141,7 Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one (BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION X '/ W A✓DD eA R, CAC - d 1iJT + am/!No/.d Sh�ii/ 1C Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the wor �,.: ted. : 7..i �/ Signature of owner and/or Condo President Date Signa l� •r Owner - ►1 lder D RI �6? 772 3S 3 LVO Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT / o ✓ RADON C.C.F. 0 No f Contracto Expires: G 1 AD\S) VW-AR NCIARY PGBIIC'STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR- as AR as to Co Commissio NOTARY Master Permit # BOND Date TOTAL DUE / I Z- --DO J Q 7 �a APPROVED: Zoning Building fl i h f 0 / Electrical Mechanical Plumbing Structural Engineer METROPOLITAN DADE COUNTY. FLORIDA METRO -DACE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFLCE METRO - DADE FLAGLER BUILDlrtr 140 WEST FLAGLER STREET. SUITE 1c t.ttAM(. FLORIDA 33130.1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375.2901 FAX (305) 375 -2508 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6335 Winnings Pan American 2805 N.E. 185 St. Miami 01 - 05 - 00 09:59 TO: FL 33163 Your application for Product Approval of Series PA -14 Aluminum Single Hung Window • under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submittted by: Applicant, along with Drawing No. PA- 14DC -01, Sheets 1 t/tru 8 of 8. has been recommended for acceptance by the Building Code Compliance office to be used'in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime frorn a jobsite or manufacturer's plant for quality control testing. If this product or material this to perform in the approved manner, the Code Compliance Office may revoke, modity,•or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any arnrnendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this Product or material fails to meet the requirements of the South Florida Building Code. The expense. of such testing will be incurred by the manufacturer. Acceptance No.:97- 1027.09 (Revises No.: 96- 0220.01) Expires:07 /09 /01 p roved :07 /09/93 -1_ net mail address: po3tmaster©buildingcodeoniino . com PHONE SALES Paul Radfiguez Product Control Supervisor THIS IS THE COVEpSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the•lvletropclitan Dade County Building Code Compliance Department and approved by the Building. Code Committee to be used in Dade County, Florida under the conditions set forth above. /, ( ;17 - n.rrtes Danger, P4 . Director Building Code Compliance Dept. Metropolitan Dade County Hornepage: http : / /www.buildingcodeanlina.com FROM PO BinninYs Pan American ACCEPTANCE No.: 97- 1027.09 APPROVED : JUL 0 9 199$ EXPIRES : JUL 0 9 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 96- 0220.01, which was issued on July IS, 1996. This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PA -14 Aluminum Single Hung Window and:its components shall be constructed in strict compliance with the following documents: Drawing No PA- 14DC -01, Sheets 1 through S of 8, dated 10/22/97, revised on 6/16/98, signed and sealed by Wm. M. Meyers, P.E., bearing the 1Mliami- Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will reQuirc a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the p, installation. 6.L3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6.1.4 01 - 05 - 00 09 :50 TO: PHONE SALES -2- Mantl Perez, P.E. Product C. . o Examiner Product Control Division FROM: P02 Binniaos Pan American ACCEPTANCE No.: NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this A :cept nee (approval) shall be Considered after renewal application has been filed and the or•igir:l submitted documentation, including test supporting dsta, engineering documents. aro no older than eight (8) year. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state, end the following statement: "Mianii -Dade County Product Control Approved ", or as specifically stated in the specific conditior.s of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a clung: in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the satire product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance. including the correct installation of the product; d) The engineer who originally prepared. signed and sealed the required documer.tatio n initially submitted is no longer practicing the engincerin, profession. 4. Awe revision or change in the materials. use. ondfor .^,aauf:c:ure of the product or process shall auto:natical:.• be cause for termination ofthis Acceptance, unless prior : : — i :ten appro: a1 ha; been requested (through the filing of a revision application apprapriar: fcc) and granted by this office. 5. Any of the follo•.viaz shall also be grounds for removal F ' , o [nil Acceptance: a) Unsatisfactory per fonaance of this product or process. b) Mist:so of this Acc° - ante .p. as an endorsement or any p; o� {uct, for sale;, adv crisis; or any other purpose. 6. The Notice of Acceptance number preceded by the words :.lizmi•D :dc Coun y. Florida, and Followed by the cxpira :ion date may be displayed in advertising licera :::re., lr porio.i of the Notice of Acceptance is displayed then it shall be done in its entirety. 7. A copy of this Acceptance as we :i a; approved drawin_s and ocher documents. where 1: applies. shol I be provided co the user by :5c manufacturer cr its distributors 2r .d snail be available for inspection at the job site at all tame. The enziccer reed not reseal the copies. S. Failure w comply with any section of this Acccptance shall be cause for termination ate: r rtovvl of Acceptance. 9. This Nonce of Acceptance consists of pages 1.2 and this Imo.: page 3. 01 -05 - 00 09:51 TO: PHONE SALES -3 - APPROVED EXPIRES c`ianucf Cr_Z, P.E. Prodt:ct trot Examiner Produ ..rot Division END OF THIS ACCEPTANCE FROM: . 97-1027.09 at & 9 1993 Jul 0 S 2.001 P R114 W.71:11T D111II.71TOKA7..Se ,,.4512 ail Corr 111tH M1..a.m ►11 Mr a.1_5I. 'TNT 11.1TD MAT /l.T1n '1 514 7 1,. 11 151 5.1111 11 - is 177 twin IY .1 P117 1I* IA 11 IA II 4 14. 1: 1: 717 X. 11 IN 1: f V: + 1.7 11 I M -- . 11 N 1/ I:I. P• - N 12 .*1 51 1/ la 111516 16 1:1 44.11 I* if 3,L1 nI. 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BASS SILEC/ 413,!t AND 6515911 At [CU 5.'012 .STOP St PEW (013, MD SVA• LAI CH 51(1.3.1503,, CL1/L46 (ICAO 1.7 PI AL' TIM f/%1 (4'L At[gn■ AS Ai [ 52 M: P100 AS MOOD • VERTICAL SECTION BILL OF Al l TERIAL 7111' (70 011115 RN Mt I/wl 11.11 1144 1111: 31 Y.N1.5I.Yti 2'1'33,11 14411 11.14.1 NY.1 1/-111 14 - 71.1 11.741 119D1 „.7* 1 11.24.1 2114(11/1. 5114 T•) f11JTJ 614,74 11144t VINT IIrAD 55114214.- 05.314 6415•1 aPTIa1(Al1C`ANK 5.65.5.111 TED11 001%1 USED INECoA3:RUti*11N ITU 711 NYLON YE MPIba 147E TIKES roirru (ENIlt A vt1 P511 14111 1IIIE[OLAA1 14.41111 1T1E1 a7XP PPOSJShLDT P(Aa. 1/.13.41 sun. 'ak .W/TNLIS'W 11.:431 P0(5151 .30 T•I LASE 151 APTEa 3T 1110( AW,I jO►TIOILU LOAM K l1DNIfl�FDW2II.IS,IE Y1 111EL W 1.1541 TOP M11 ' APPLIES*" TAKE 1025.3 1111'1 14 713,1E MUTING RAIL( 3.7PI R3TU TA* 5.1.025..5.1 [ GInnings FA 1 1-=- - a••w ..`w.0 a..6 544 M. -1( r • 1 a/ A PA -14 SINGLE HUNG VERTICAL ASSEMBLY .5134 1447 //111' F,(' L: 51.344924E 15.54 (E: 155513 5 55.41415 331:1051% 47C 514, LLLtf--_ 1�- az 1 �� _ " .11141 :lp,Ji 115:/444 L MINX PIA (411443 /VISE lid0.C. 057 JAZ -1(V P.O. 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INS S USED IN CONJIR4CTIL7N N1'1141 ITEM 93 AS \ r PHISIIS PILOT POINT x614 3/4' PTHSMS'B' OPT1O14.4L (CAN BE SUBSTITUTED WITI1 ITEMS 65 Jr 41 e Dun OutIIS4I4 G e4irgatt RL74111IQRawns. 6FST10N IIUCIA n7nnl 11 ITS 24 23 l/2 28 30 32 56 40 41 45 3D 52 118 • 11417J01T OPENING VENT 14 545 20 111 22 34 4' 36 44 18 1/2 32 1/1 36 lit 40 1/2 44 1/2 46 1'2 ' 483.8 FIXED NSA 2041 23 24 44 26 44 21 41 32441 4 344:1 40 4/1 44 418 46 4'1 48 5/1 ATAXY tI%OTH PEAT 15 IA 21 32 112 33 27 29. 33 37 41 45 47 49 1!8 FIXED IS 1/8 31 22 1/2 23 " 37 30 ]1 • 37 41 45 47 49 1/8 • USN OPENING 13 1 1 21 9116 23 ('16 25 9116 27 W16 - 29 9'16 33 W16 )7 9116 41 9/16 IS 9116 47 9/16 49IIHo FR 4.IIC (6 4/. 19 1.1 23 26 112 29 31 33 17 41 45 49 51 51 Lb 1111 .•.,Y11D CO O OQ� RarM P13 1.11,4 y WKf P6 1114 10/77!!7 1/16/96 b_ A. IA. A.1. Ir. s+� Acvuel•1 1 f It 0.4 A ..J-. i—J=LAmerIcan BIri Inge FA ;airs 66 la;3ttc 0LI 114 11-A4 P6614 0101% ISM 9:1:1(� fl . & ( L ( r I��1Jt- �x 1141 la 144 111613 P(9 C2.1tN14 01713 £LC9U19I 41- IA %2Lei /671 1. !A //f P.O. pet 430035 7505 N.E. 153115 Street Went. F4tId1 35165 (303)151 -2350 frown/1A4 1 " 11-.. . PA -14 SINGLE HUNG HORIZONTAL ASSEMBLY I\ -1.9 - 1 .....4_141 A PIA ' TCONS fRUC710A' Par, N. 6!r/cds1 Giuttralaa Dannr Veal Ilrsd 4063 T -3 Alum. BWt Joining Vail Sill 6066 T -3 Alum. Butt Joiai13 Vent )a.be 6065 1' -S Alm. Butt loinlus Cc. net Slnl 1110 a 1' pbp ►pp _ FRAII E CONS n1 UC710,1' Pan N..te MOW *, C Ymtr/an Details Head 6003 T -S Alton. Dull Joining S1I , 6061 T-5 Alan. Bull Joining. Jambs tOOS T -$ Alva Bell Joining Conn St «I 110 x 1` Ptilhpp G1.I II AT: .1.111. 111.4 /. sl •£A r,EA - SIR !PPJA Q.. rullq Lncrtirr nivrIpliar Lwveuu 2 I'sisu Al.aan Fran: Wwklilr Veal Ji..b I Vent Reluta Clip Flap Vinyl SiU 1 Fcaue Ian.b Flap Vinyl Sleeting Ball 2 3 F abc NI.ri.G,,4 U'6len Daly Plus M«tiny G1.I II AT: .1.111. 111.4 /. Q41••ti0• Au.cipdua Lncrtirr 2 Gluing Beal 11. mo," P.. -A.. I'sisu Al.aan Fran: O:n. u Pon-An. Moss 2 I1.-RD11:5RE Q41••ti0• Au.cipdua Lncrtirr 2 Sanp L.411 Vent Sill 2 Balances l'cni Jamb 2 Vent Reluta Clip Fowls l...b 2 Vent 5I.,P Fcaue Ian.b i:1Az,NC Jli. 1. Sn■p -i. GluinA Ik.J 3 F abc NI.ri.G,,4 U'6len 0 to sa IO -1 O la 01 • • rl.Y, M M Oct rtN• a.a* woks t_,_ rx P4_ I0/re/et /. ► 6/14/10 r...r.. E 81nflings 1 I American IA PA -14 SINGLE 1 ""° ■••• PA • 146C 41 TYP. 16 1 /r UC. VAX. 33 1/1 FRu-VE 63 1/6 UUCx Du 1 f L .J. 1n' O.C. YAX a rYP. 0 6 MP. P0 r6A6C tro Bloc U.V. N t� 1) Alaxiatrl spacing for Grna1 bun dIc tu0W: is 6' 2) Maclnln spaci.lr rY Assam s U.C. h 16 1/2 31Quatitiss Yabort memo It1laullrn MIMN - of Wows. Mdiritral Gamin is aa.pubk- 5) Wludw *Saks ad nipbw Iei1 bss on sbsits ahoy an • faraa aul)Sia CLcd with naaufacbu a fu awiaiilf of pa.d..st 'moos) At ass.1110 tat Mad RAY 15161.5 5051 1 _____ � � St 1t07; 1.A NCI 66 CY e{;t1I1a OAK CCItM J &10* *camas" DOQ • f6?1 Ay 6f.,1 64,1.0 P.O. lea 630038 2803 h.1. 16516 SIc.a1 Worm, fluids 33183 (303031 -2.130 aw ea a M i P w r". T r 7 s:- 6 Ax rL5.'Y � 1 as. Pa - UNG CONSTRUCTION I r•.6 9114066 010171 • Windom' Iltleh1(141 hrs) 24.000 25.000 11.060 30.006 12.000 36000 37.375 40.0•0 44.000 .13.000 40 37.000 35.500 57.010 60.900 62.000 67.696 6014,0 72.000 73.117 76.615 10.010 11.0011 611.000 3.606 13.125 69.33 149.5) 4211 4).13 69.11 60.)3 69.11 69.11 67.3.1 6933 6913 6913 69.13 49.11 69.3? 6017 69.33 0.11 9933 49. 6913 1973 6933 4931 42.33 14.000 69.33 69.3.3 69.33 6931 69 13 49 31 69.3) 69 00 69.31 69 )1 69.17 69.11 49.31 69..13 69 )3 69 33 69 3) 103) 49 1) 6913 69.33 69.31 69.11 69.31 69 31 23.500 69.33 69)7 69.33 69-13 69 11 69 33 69)3 49.11 693) 69.3) 09.)) 4913 6933 69.31 69.53 6911 611.95 60 3) 49 )3 69.71 49.13 69.3) 14.11 693) 61 33 16.000 6913 69.31 69.13 ('0.11 6733 69.33 (•931 69.71 09 91 62)) 69.)) 6933 69.33 69.13 62,1 69,1 69 ,1 (.9.11 69 i1 69.13 69.33 69.33 69-13 69.33 19.31 39.000 69.35 69.3) 69.31 69.33 69.13 6931 69-13 69.13 69.31 69.73 69.31 69.3) 69.13 19.33 69.3.1 14.71 69.11 69.31 4 69 11 69.11 6033 69.11 1/r 10 64.11 37.000 6933 6213 61_31 69.)) 60 69.33 691! 69.3) 69.11 69.33 69.31 69.31 693) 69 -13 69.93 09.33 69.33 69 )3 69.13 61.,1 60.)) 0 (N )1 6319 6169) 19.1 1.931 36.600 6933 69.3.1 00.17 6932 69.7, 4911 6 .33 693) 69.13 69.33 6933 6933 6911 6933 69.33 69.13 6931 69.11 69.1! 693) 69.)) 141.3) 69.7) 40.060 69.33 6933 0913 '69.13 09.33 69.7) 69.71 69.31 4911 69.)3 69.33 69 -11 69.71 69.33 69.3) 69.5) 693) 0931 69 11 60.)) 69.91 69.31 69 )3 69.11 66.96 6143 44.000 69 .33 69.33 69.13 69.33 69.31 69.3) 09.7) 69.31 4933 69.1) 69.33 69.)) 69..13 69.37 691) 69.1 6911 693) 69.31 69.3) 69.33 6012 69.0) 61.19 43.000 09.3) 69.)) 69.)) 693) 69)) 6.9.3) 09.3) 69.3) 69.3) 693.1 69.33 60.13 6931 69.13 6913 69.31 69.31 69.33 6933 64.70 69.19 624! 59.26 3639 9506 30.000 0.33 09.3) 6931 60.5) 69.37 6913 69.31 69.13 69.3) 69.33 69.31 49.1.) 49.31 6911 491, 69.31 6937 69.31 46.9 63 74 62.61 39.11 56.74 3 52.73 92.179 69.33 69.3) 4.9.33 69.11 6931 693) 6913 69.13 69.31 6911 61.31 (9,3.) 6431 69.31 19.13 69.33 49.33 6314 64.01 6291 3990 07.19 31.23 11 66 49 11 30.41 41 o, 94.675 69 93 69.33 0•.7) 4131 69.17 69.33 69.33 69.33 69.33 69 3.1 69 33 69.11 17111 6913 69.17 67.91 66.91 64 34 01 91 59.19 37.00 34.41 11.66 TAR(.(.. GLASS TYPE RICNFOII(.' )IE91' SEE DRAWING t(s I ;116 ANM CALL° 1:0:(8. PA- 14(1(•-01 3 :119' 1L611'F.RF11 71640E PA- 1.11)('•05 3 )116' Tl1IrCR3u STEEL PA- 141X'.06 rA.l -w '-07 4 MD IA" TL1ll'U EO 110341'. 3 mow A2411EALED NONE PA•1411C -t3 6 SSD3:.12'ANNEALF() NC►V8 PA- 14110 -03 • 0 10 (4 N -4 O A 0 0 r - - -- 666 - - Conlparallve Analysiso'osilive Loads) Table IA PA -14 S 11.41911.146' 19411111114(1(41n.ds Baud 911pwaive A0.3)60 rib 31)4' Annealed (114.( Nm...$4st,(tulal Test Rellall: ATLP0114 01.92 SIr,c1.1 Test Repnrt N11141601" Comparative Anolysls(Negalive Loads) rrfo11e ID PA-14 Slagle 11604 Window Negmthe Design Loads IBue4 o4 C01.p6331:e 947232 rill )116' Aontalnl (7Ii, 66_66. 6666.... 6666 _6666... .. .. 4.'4(1- Srarbra6 Test Rep AO: AT L•3114.01 91 5(963•19 To Repot 61 [19'1007 11[41.4. 1114111 11.135 74.060 23.500 033310 30.1870 33.010 36.003 40.100 41.1101 43010 59.00') 24.000 •(2000 110 061 • 11000 • 11900 • 124106 • 110.00 .110.413 -110 -110(4 1711131 - 120.03! .11944 -119 37 25.607 . 130.00 11000 12000 - 1 20 110 •129110 • 119.00 110.60 12.01 13001 120.00 119.110 -11791 10.400 -12100 - 110160 •110.00 •120110 -1141.00 •170.43 •11011) •1209 •1]0(31 •124110 •120 1)9 • 11.1.43 • 10!_0! 30.040 36.000 -120 (.0 - 154.4[ - 126.01 -12060 170.0 120.00 .12000 - 1)9(91 - 179 011 -11010 1203/0 170.00 1260) 120 03 111.30 •7747) 32.900 •120(0 •12000 •12041 • 121400 •1211110 .12000 ••.91.96 •1201X1 -126.06 •1.9400 .1 - (30.00 • 17.U61 - 120.00 • 1111.01 .117 66 • 113.61 .1111) -10410 •103.19 4170 I! .09.79 31.375 40.000 44.000 41.000 - 120.00 •131).00 •120 - 1200(1 - 120.00 - 120.09 •12 . 120 .1:93..10 -12041 •4)0 -1.0000 • 120.00 •130(41 •130 40 - 1'11.(67 .111 601 - 1241.00 • 1241 - 12019 •170 01 •13041 •1771 U0 •1119 00 49.67 1 -120.110 • 120.( O •I20.1 Iklghl 53 - 121.00 - 120.00 - 120.00 • 6241.01 - 110.00 • 13.11111 . 31191 419.61 -176.00 . :.0 (10 -12001 .17000 %V tb 51.001 •129009 •12000 97 - 120.01) •120.00 •120.116 .126.00 -I 10.014 •129.10 • I NI. 00 • 120 • 12(7.00 (i•tlles) 37.000 60.000 63.001 61.600 • 1101(47 .12006 .11'300 .170 (91 •1:4.00 •1500 -1760 0 -176.00 - 120.061 -(20.00 -15 • 120.00 • 120.00 -119.5) -.16 • 79.01 -31 29 •170.00 - 110.90 •120410 •11).17 •1!4 •120 - 130.1.1 .11000 - 1119.52 12 • 1.00 03 .1'11 •1.94461 • 1.94110 .111. 99 -111) 44 -91.19 .1547 .70.19 _149 •60.31 51.135 54.425 -1[61 94 •1U1.54 •1'_0_9 •120.0(1 .115.47 - 101.30 •103 14 .10).102 -93.11 •1('1.41 -9471 .91.6 4.1.4! -9433 - 91.70 44.14 6 -1' 0691 •191441 •1 31.191 - 1010. -113 •111101 .10490 • 141.11 •120191 •1 11.47 -11294 -110 65 •1014 37 •99:•3 :9647 -91.31 .3916 •11127 •1.3336 •101 -94.31 -05.32 '10.10 •87;87 -17.10 •1611 •7966 -71.31 •7431 -73.54 •92 ,519 .90.14 46.53 .17.21 - 81313 -016: .10 51 .73 73 - 72.16 .97.6.7 1.0.060 .12006 _120.10 •1_6011 .119 39 -114.91 .101.27 .96.73 419.93 - 63 -(1.01 -.10.94 969 N. -94.56 4,1 71 -19.17 •490 9X -11 34 •69.17 .67.94 .1.331 -13 01 -11.9) 41!4:81 19 ... YM ..- ...44.1 .6464. 4.. Ni /171141 6.666..► rn 1.• .(014. 7 M ...11. 0 .ieb. 61.666 ne d.• n 9d.r 14 1.r 0139p... r a 4774 (64(1 6.8 6646166.6 0. •.Itil* ((Fnised • . 1201 131(0 •16170 .9! Tl -13 92 .1141 •111.11 76.613 00.090 • 170'.810 -1?6 00 -120.00 - 134100 • 114.41 .91.74 - 114.09 •4)14.71 -17.49 -101 •96. .7371 •9473 -38.99 •7291 •9900 •9:44 •67.99 - 170.4(1 -97.17 -90.11 -9131 .11171 -11.21 .14 14 -16.13 .7610 40.34 4.1 13 42.23 • 129 31.76 -19.17 -71.1) 491.3 .71161 -6493 .31 2) -1354 - 61.71 3943 .164) .30I4 •31 16 41.41 -43.76 .43.69 .33 59 .51.14 .11.09 .47,7$ -3) 19 .4391 •111.0) .47.81. -.131 •31 -4636 •.1311 7 39 Al •11 11 -4i W -4:.17 .40 01 11.060 71.167 r nn'ings ID 1 M .MAO, 1 34.9160 69.900 10.69a • (21.00 -27.51 -%I.74 .7.7 94 .64.15 433.42 -5).74 • 1" 73 -11.47 .40.4) .1.1.15 .17.4 3 .1494 - 1361 • t 4/:.4'..7 1i 4' 7.1411611 6 9•11.1 1 617 !•15 114 (•-��J 4777_.'11 )) 16er1 I ^. [•. ; .11 r„ 9,31.4 0 (91 0194:.2' 019 NccJ -)• IL'.. Lf3_ /, 1 191f. /1 . /,f P.O. Put 6300.16 2005 N.E. 16501 56491 Wand. 1160d0 33)61 (305 )931 -2350 1 1... Tr 1 tOMr/K. 114 PA -14 SINGLE HUNG COMPARATIVE ANALYSIS I ...w...r 194 •1401:- 01I.......... A -4 l 111ndon - ))1416 Win JowTIle011(10 hes) 21.000 25.000 380130 30.000 33.000 36.000 37.315 40.000 44.000 41.000 49.625 33.000 M.5410 31.000 60.001 62.000 64.000 69.000' 72.000 71107 18.121 69.33 69.33 69.33 69.33 69.33 69.31 69.33 69 .33 69.13 69.31 69.31 69.3) 69.33 69.33 69.33 69.1) 69.33 69.33 69.33 69.11 24.000 69.3) 69.33 69 .3) 69.33 69.33 69.3) 64.33 69.3) 69.)) 69.33 691) 69 .33 69.3) 69.33 69.33 69.31 69.33 69.33 69.33 69.13 75.100 69.33 69.13 69.3) 69.33 112 .33 69.33 69.3.1 69.3) 69.33 69.33 69.33 69.31 69.33 6933 69 .33 6911 69.33 49„13 69.3) 69:93 16.000 69.13 6933 69.33 69.33 69.33 6931 69.3.) 69.33 6933 69.33 69.31 69.31 69.33 69.33 69 .33 69.3.1 69.33 11931 69.33 69.33 30.000 69.33 69.11 69.13 69.33 69.13 69.33 6933 69.31 69.33 69.33 69.33 69.3) 69.33 69.3) 69.33 69.3) 1 69.31 69.33 69.33 69.13 32.000 69.3) 69.33 69.33 69.33 69.33 69.11 6913 69.33 69.31 69.17 69.33 69.33 69.13 69.11 49.33 69.31 69.33 69.33 69.3) 69.73 36.009 69.31 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.9) 69.33 69.33 69.3.1 69.33 69.33 69.31 69.31 69.33 69.33 623.1 40.000 69.33 69.3.1 69.33 69.13 69.3) 6933 69.33 69.3) 69.3) 69.3) 69.3) 69.33 69.33 69.33 69..1.1 69.33 69.33 69.3) 69.)) (9.)3 44.000 60.33 6231 69.31 69.33 (.9.13 69.33 69.33' 69.37 6933 69.33 69.33 69.33 6211 69.31 49.33 69.33 69.13 69.33 69.31 6933 - 43000 .69.31 6[x 69.33 69.3) 69.31 69.33 69.3) 69.3) 69_11 69.33 69.39 69.33' 69.33 69.)) 69.33. 4911 69.33 1.9.3.0 60.04 67.37 50.400 69.33 69.33 69.3.1 69.33 6213 69.33 69.33 69.31 69.13 69.33 69.33 69.33 69.33 69.3) 69.33 49.13 66.27 66.20 64.2s 6). 6) 51135 69.)) 6213 69.3) 69.33 69.13 49.31 69)3 69..33 69.33 64.33 69.33 69.31 67.84 66.0? 65.04 64.01 63.16 61.55 60.32 60.00 gl•lbnv 111,1111 \VI,idow IleIghl(Inthes) _ 74.008 75.000 33.000 30.000 12.000 34.000 37.375 30.000 41.000 43.000 49.625 52.0110 55.500 57.600 60.11110 61.060 64.000 68.000 72.01/0 73.137 18.135 -120(X •110 011 -1 30 00 •1303) . 42910 -1 1.0.641 •170.00 •12000 -12000 .120.00 - 130.00 •120.00 .120.00 •120.0) .120.00. 120.60 - 170.40 . 119.90 .120.00 - 1711.40 24.000 - 120.00 - 111.00 -1 20.00 - 121.00 .120.00 .12000 -12000 -17000 .1 IOTA •13000 •120.00 •120.00 •120.00 - 12000 •120.00 •120.410 •17000 .12060 - 120.(0 -12000 25.500 .1 NIIR1 •120.00 •120.00 .12(300 -13017 .430 4)4) 420.00 •12010) .121100 -12000 - 120.00 .120.00 - 12900 - 130.00 •12000 .1_ .13040 •12040 .110(0 •1211(0) 33.000 .110.00 .1211001 -I ?6.00 - 170.(10 •1 2661) - 120.00 •12000 •3'000 •1 20.11 •12000 - 420.00 •120.00 .120.0 - 171.00 - 12000 - 12900 .170(0 - 129.09 - 12001, •12010 •13000 -120.09 - 130.(0 •126 •1(1S01 -93]3 30.000 - 12 - 1241.(0) -130 W . 130(10 .1)0.01 .130.00 •42000 - 120.011 . 1 20.(0 •1211.01 -12000 •120.OU 420.00 •12000 120.00 .170410 .1 20.03 32.000 - 120.00 - 170.00 .13000 •124100 .12000 - 1211.00 .120.01 •126.0 ) -120.60 - 1311.00 - 1211.00 .12000 .124(4)0 •170.00 •120.00 .120 no •120.011 •12000 .1 10.00 16.000 .121700 .130061 •120.00 .130.00 •120.00 - 120.00 - 120.0) .1_3000 -11000 .43.110 - 120.00 •120.00 .120.00 • 120.0) - 130.00 •12000 - 117.91 -113 10 - 109.30 94.77 40.000 -120 Cu •120.00 •120.00 - 120.01 •170.00 -130410 - 129061 •120.00 •120.00 •119.74 - 117.32 - 114.63 . 110.77 •109.43 .106.14 -1010( •101.06 •90.20 14.000 •12009 - 120.00 •1201)0 •12000 -12000 -43000 - 116,33 •114.07 - 109.6) •101.71 - 012.61 - 99.73 .96.36 .9190 92.19 41.03 .39.35 -76.16 .0318 -32.34 43.100 .120 00 - 139.00 - 116.39 •11140 - 11391 .105.10 .10160 - 190.51 -96.34 -92.14 •90.60 •43.42 •L497 .03.65 81.23 .79.84 -78.38 .7613 -73.71 -7299 30.18)0 - 11.1.13 - 111,21 -10086 • 10414 .101.95 9774 •91.18 -91.15 001) •1663 •3511 -8125 430.24. -78.91 76.63 45.71 -73.94 -7111 -69.60 -624.03 33.1?5 - 107.00.11)141 •10166 -'3)17 •V6 .9243 •1/ 101 -88.42 -01.74 .31.10 - 79.11 - 76.56 - 73.00 - 1016 -6975 •66316 fd40 •65. - 65.00 IA131.10 6:1..(93 RIP NI UDDC(.ICVT $11. DRAW 141: a'. 3116 A N71EALt71 N(3:/( PA •1•1?I :411 X41 T(41 P444)) 1101:1 PA •I406 -413 _I_ .011: 11.410ERE0 CTE1 PA•1 IDC4w _ USU I /(' 7411 /EREO NONE PA -110C.4.0 PA•IU 1)5111/6" ANN141 to 4404(1 1 )SR N))• A:II:FALCO II 0t1E PA •11111 •1)c Comparative Analysls(Positive Loads) Tab1c 3A PA•I4 Sluglc Hun; W1n110.c Positi.c D ilgu L,at(i Owed tan Co0ylaca(ice Analysts wilt 3/16' 7!100054 Nal- Sdti,rJ Re 0,1: ATLa0S11.01.92 &ma 0011 TalI Re ors ATL 0401 .02.914. Comparative Analysis(Plegative Loads) 'foblc 30 YA-14 Single I1unsQ10duw ,4t0 11601)5,1,0 Loads Based oil Campo Iive A..ly tis with 3/16" Tnlpacd No• Stnlaurd T4N Report: AT1.(0)14 54 601)) Tcil N pal ATI. 0101 02.978 ..PP)'.'1 .a MI can. .0.:. � Blnnings American • v 1316 :. _ _ •••• • • •.• .. • Ni,.d /18, a 13 .1 04.1166 Ohl at ca dons 6A... R TQ d 5alp rai!. )46.06.6648h 1N\triva •.11.317 *Iowan. r 1!. AD IS 1:'11'433 t!Ifl *1 3:41' 41)1)1 !YAWL 648 ` (491MM . a :..- f1�52utw ic6 -, 1L 1.145. _3 07n1.n•.A I *1ii .cclru xlnc:''l74 lO) ? C•'1 l it +f .4.4//4*, P.O. lox 630038 2806 N.C. 165th Shod Wool, ilorldo 33183 c.wl (303)331 -2350 ..� r.... ..r..,. --- n.. e w - • I CS:60 00-50-10 Window 1374113 . Window lic:2111(Inehes) PAO 25.000 28.600 30000 32.000 36.000 37.375 443.900 44.000 .46.000 49.625 52000 55.500 57.0110 68.000 62.0011 6.4.001) 63.000 72.000 73.487 19. 4 2 % 69 69-33 69..32 69.33 69.31 69.33 6 69 . 3 3 6 69.33 69.33 69.33 69.31 69.33 69.33 69.33 69.33 69.31 69.3) 69.37 24.000 (.9_33 (.9.3) 6933 69.33 69.31 69.3) 6913 (.9)3 69.31 69.33 60.33 (.9.3) 69.3.1 69.33 69.1' 69.33 69.33 69.33 09.33 69.33 23.500 ' 69.33 6933 6933 69.13 69.3) 69.33 69.33 69.3) 6033 69.33 69.33 69.33 69.33 69.3) 69.33 69.33 69.33 69.33 69.33 69)3 28.000 69.33 69.33 69.33 69.33 69.31 69.33 4 69.33 69.33 - 69.33 69.33 (.9)3 69.3) 69.31 69.31 69.33 60.33 0933 69.33 69.33 60.33 30.000 69.33 69.33 69)3 (.935 69.33 69.33 69.33 69.33 69.33 69.11 69.33 6933 69.33 69.33 69.33 69,33 69.33 69.33 69.33 69.33 32.000 6 69.33 69.3) h 69 3 3 69.33 69.3.1 6933 69.3.1 69 31 69.33 69.33 69..13 69.33 69.33 69.33 6137 00.73 69.33 0931 69.33 36.000 60.33 6933 69.33 69.31 69.13 60.33 69.33 69.33 60.37 69.3) 69.33 69.33 69.33 69.33 6933 69.33 69.33 69.33 69.33 6)33 40.000 (.9.31 69.33 69.33 6 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.13 69.33 69.53 09.33 (.9.33 69.31 69.33 44.000 69.33 09.13 69.33 1.933 69.)) 69.33 159.33 (.9.33 01733 6913 49.33 69.33 60.3) 69.33 60.33 69.33 69.33 69.33 09.33 6 48.000 6933 693.) 0933 09.33 6933 69.33 693) 69.31 69.33 69.31 (.9.3) 69.31 69.33 69.33 69.33 69.33 60.33 69.33 6304 67.37 20.000 69.33 69.31 69.33 67.33 69.33 69.33 6933 69.13 69.33 69.3) 69.33 69.33 6933 69.33 69.33 69-33 65.2 014 20 04.25 63. 52.425 (.933 69 33 69.33 69.13 69.33 69.33 69.33 6933 00.73 6933 69 69.13 67.84 6613 65.01 64.01 63.10 .61.55 60.32 60.00 ( gt o -9 10 Comparative Analysls(l'ositive Loads) . . ..i;bre 3.4 P..I4 SI gk 101Usg 111n dim / 4s Dcii0n Lon its 43. 00) WI Conte Srailve A104 ilk 316" Tied atd NI eel ing Rail Nan-Siruoural Test Re tar. ATLi 0/14.01-93 Siritt:lochl Test R CLASS TYPE .146141.20 1.94'24./4KRE0 11:61/ERED ME in- I(8496184) itr .04111ALITI SSE vir ASNIAt 015\1 ORCE0ENT NONE NOAS SICEL NorE 604.E NW:E 36.000 SCE DRAWING 1., 1+A•i 40C-411 PA • 14oc-nr. PA•1 P 3440(44 Reinforcement ,t ATI 0401.03-97A Co mpanttive Analysls(Nega live Loads) Titbit . 313 P. 61 liung 3311111ot. licg31Ite Dlgn Lisa.% Boned oil Coutpatatirc Analysis r. i l,316 Tctivet al with 1. toning Rail Iteinromt mon Non Tut 11cotx1: ATI.4 051 1 01 Sans:twat Teo R von AIL 0404.03•9711. dutr !lei .43.000 -120.00 -110.00 -12000 - 120 OU -120.00 -120.00 -31000 Window WI Jib 18.125 24.000 25.500 18.000 30.000 32.000 334100 -1 20.01.1 • I:0 00 • • Imo° •100.6.0 -130.CD 42000 36.000 .roano 44.000 13.020 - 1 20 OU - 4 29.00 •I200(' -120.00 •110.00 •120.00 -120.00 24.000 -120.60 -120.09 -120.00 -120.00 -120.03 -I2000 -120.00 2.:1.000 -1.20.00 -32000 • 120.00 -120.00 -320.00 •120.00 - 120.00 .42000-320.00 •120.00 -32000 •120.00 -120.00 30.000 •130.00 -120.00 -32000 -32000 -120.00 •100.00 -100.00 -120.00 •120.00 -320.00 -12000 -120.00 • 120.00 -120.00 •I20.00 •120.00 4111300 -120,00 -32000 -120.00 -110.00 -120.00 -120 00 -32000 - 120.00 -120.01.1 37.375 • 420.00 -320.00 .120.00 -1 211.00 -I 2.0 DO -320.00 -320.00 • 120.00 -120.00 44.000 -120.311 -120.1:0 . 120.00 -120.00 .120.00 .130.00 -120.00 -110.00 - 420.00 •120.00 -31000 1( int 49.623 -120.00 -120.03 -120.00 -120.00 -120.00 -120.60 9 170.00 - 120.00 - 120.00 -33000 -3)0.00 he s) 52.00)1 55.500 57.000 60.1041 01.0011 41.000 64.900 72.000 13.187 -1 20 00 -130.110 -120.00 -120 00 .120.00 .1 2E4 00 -120.00 • 120.00 -120.0U -120.00 • 130.00 -120.00 .32000 .170 - 20.00 -120.00 -1 2.0 00 -120.00 -I20.00 -120.00 -120.011 .4 2000 -120.00 • 120.00 -320.00 - -120.00 - 120.00 -3)0,00 -120.00 -120.00 -13000 -120.00 -118.46 .120.00 -120.00 -120.00 -12000 -120.00 -120.00 3000 .120.00 -120.00 -I 20.00 -32000 -120.00 .1 2060 -120.00 .120.00 .37000 • 120.00 -113.83 • 120.00 .116.80 -120.00 • 120.00 • 120.00 -12000 -12000 • 109.96 -12000 .34204 • 120.00 -120.00 -120.00 -120.00 -110.04 -120 00 -120.00 -110.00 -310,00 .32000 -106.04 -1112.00 -120181 -120.00 • 120.00 -130.00 -120.181 -115.42 -101.34 -1 16E4 102.38 43.000 - 120.00 •120.00 -120.00 -120.00 -120.00 -12 -420.00 -120.00 -113.31 -113.40 -111.51 -1041.83 - wog - 101% - 1130.03 - 93.29 - 96.71 - 93.85 - 90.72 -89,33 50.000 -120.00 -120.00 -110.00 -120.00 -31000 -130.00 -119.61 -110.11 -111.18 -106.64 -3041.14-102.46 .93.79 .97,10 -94.31 -92.E0 - 91.02 - 18. 6 -34.66 - 8434 52.125 - 12070 420430 - 1201)0 -120.00 -33937 -433.76 -112.03 • 108 52 .104.19 .99.02 •97.36 -9423 .9070 -39.09 4632 -59.15 .84.14 42.07 -80.42 40.00 '01141ru t■Lti aol d...,4 6.1.s.- am for cm sr usti4 enialysis Ctol with atualaiw,r eve oa,ibtaty 02 prod.. 1 A GM. 140111? 4., Pl) CV7 Sit 1 "'" P ", ":4 1 I Binning s D Pan American 1 M PA-14 SINGLE HUNG CCVlijaq VA. :01:11 R6 .= trIDZ: q.a g blAtle% CU! C2 AIL111414i LA /s I If {: r•- 4 4-6.1.; ) P.O. aox 820358 2805 NI. 15516 Stre Miami, /laid 331 53 (305)951-2350 sulk II .1 COMPARATIVE ANALYSIS Vanilow 1110th Window I W ( 24.000 24000 18.040 30.000 32.000 36.000 37.375 40.600 44.000 48.000 49.625 52.000 55.500 57.000 60.000 61.000 64.000 68.000 72.003 73.137 18.125 6933 69.33 69.33 6933 6933 69.33 69.33 6933 69.33 69.33 69.33 6933 69.33 6233 69.33 6933 69.33 6233 69.33 69.73 24.000 69.33 6911 69.33 6933 6933 69.33 69.3) 69.33 69.33 6933 6933 69.33 69.33 69.33 69.33 69.33 69.33 69.33 693; 69.33 25.500 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69 33 69.33 69.33 69.33 69.33 69.37 69.33 6933 69.33 69.33 69.13 69.33 69.31 18.000 69.33 69.33 69.3) 69.33 69.33 69.33 69.33 69.33 69.33 69 13 69.33 69.33 69.33 69,33 693.3 6933 69.33 69.33 6933 69.33 30.000 69.33 6933 69.3) 69.33 6933 69.37 69.33 69.33 69.33 6913 6933 69.33 69.33 69.33 69.31 69.33 69.33 69.33 69.33 69.33 32.000 69.3) 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 6933 6913 6933 36600 69.33 69.33 69.33 69.33 69.33 69.33 6933 60.33 69.33 69.33 69.33 69.33 69.3.1 69.33 69.33 69.33 69.33 6933 6933 69.33 10.000 69.77 69.33 6913 69.33 69.33 69.31 69.33 69.33 69.31 69.33 69.33 6 69.33 69.33 69.33 69.33 69.33 69.31 69.33 69.33 44.000 69.33 69.33 69.33 69.33 6933 69.3.1 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.33 69.31 69.33 69.33 6933 69.33 48.000 69.33 69.33 69.33 69,33 09.33 6933 69.13 69.33 69.33 0.33 69_33 6033' 69.33 69.33 69.33 69.33 69.33 69.33 63.01 67.37 X0. 060 69.33 69.3! 69.33 69.33 69.37 69.3) 69.13 69.33 69.33 09.33 69.33 69.73 69.33 69.33 69.33 69.3) . 68.27 66.20 64.25 6163 52.125 69.33 69.3) 69.33 6913 60.73 69.33 69.37 69.33 69.1.1 69.13 49.33 49.33 67.84 66.82 65.04 6101 63.10 61.55 60. 60.00 TARILI CLASS TIT( RIE11F(lfCO1E41 SLC OCIAD INC les 1 .11PAN <EALEO NONE. P.0•141x' 44 3 1714: TCIIPE RED miNC PA•1411( 3 . V1 lEAIPERCO STEEL. PA -14014)6 4 C611 lir ((31141100 KO. NE 1•A•I4nC.u1 3 OSO IIX• ANNEALED 007L 1•A•14vC•u4 1. SSD 011'.4.' F.AI.FI1 MA( PA•IlDC.na - 444_4.... :Comparative Al2ailysis(Positive Loads) Tattle .L\ PA- S1ngIe Ilun81 \inden' Pesl4le Deslgn Watts 4444 -- . ..........._... - . eased oil Comparative Analysis with DSB 118_ Taapacd - Nan-- Strsattual1 ai Rep Or1: ATL40514 01 -98 Structural Test Reoorl AIT1.4 IG/.I0 Unit A Comparative Analysis(IYegative Loads) Tattle 4B PA•14 Single IIu.e 1linlow Plcgaltle Deslg■ leads ... .. ... .. 4 44 . .. 'Baud on Coupuatire Analysis %kith DSB 118' Trnrpertd Non-Sam al Tat Repoli: AT Le0514.01.93 SImciural Tesi Rtpuit ;OIL!! 16610 Unit A 111 allow \Yindow Nelhl(In(hc3) Width 24.000 25.000 23.000 30.009 31.000 36.01e0 37.375 40.000 44.000 43.000 49.625 52.000 55.500 57.000 60.004 62.0110 18.113 •12000 - 120.00 - 120.00 - 12060 - 110.00 •120.00 - 120.00 - 12000 - 120.00 - 12000 - 120.60 - 120.00 -11000 •120.00 -12000 - 120.00 24.000 .12000 •120!14 - 120.00 -12000 -12001 - 120.00 -12000 - 120 - 120.00 .12000 .120.00 - 120310 -12000 •1211.110 - 1 •120.00 35.500 •12000 - 120.00 - 120.00 - 120.00 •12000 •12000 - 120.00 -12000 - 110.100 - 120.00 .120.00 - 120.00 -12000 •120.00 - 120.00 •12006 28.000 -12000 -12000 - 120.00 •120.00 - 120.00 -12000 -120.00 -120 00 - 120.00 -11000 •120.00 - 120.00 •12000 - 120.007 - (2000 •32000 30.000 .12000 - 120.60 - 120.04 •120.00 •120.00 -(2000 - 110.00 - 120.00 - 120.00 - 120.00 - 12000 - 120.00 - 120.00 •12000 -12000 - 118.33 31.010 -12000 - 120.00 - 120.00 •110.00 •120.10 - 120.00 - 120.10 - 120.00 .120.00 -14000 - 120.00 - 120.00 -116.64 •11468 - 110.94 - 108.38 36.000 -12000 - 1)0.(0 -120.00 - 120 011 - 120 - 12000 - 130.10 - 119.03 .112.54 - 107.46 •105.73 •101.09 -99.15 -97.55 -91.50 -92.57 40.000 .12060 - 120.00 - 120.00 •716.64 - 111.40 •107.43 - 10531 - 102.06 •97.01 92.11 -90.40 -88.11 -85.38 -34.17 -8165 -80.05 44.040 -10916 - 107.37 - 103.09 - 10(1.31 •97.61 -92.78 -91.21 -38.36 -8.13 -80.59 -78.96 -76.79 -74.01 -73.00 -71.14 - 70.02 48.004 •94.51 -93.21 -39.53 -S3.» -33.05 - 81.00 - 79.70 -7732 -13.96 -70 -69.70 -68.02 -03.36 -6435 42.52 •61.43 50.000 - 88. 7 - 37.119 •31.71 -81.05 - 79.66 -73.95 .74.76 -72.58 -69.49 .6665 - 65.50 -64.07 41.74 -60.73 -58.97 -57.87 52.125 - 8231 - 01.24 - 78.20 - 70.29 -74.48 -71.10 -73.01 .68.01 - 65.30 -62.39 •6085 •51.89 -76.51 4363 -34.20 •53.35 Iwo • 64.000 68.000 72.000 •120.00 - 120.00 -12000 •120.00 - 110.00 - (20.00 420.0) -12000 - 120 •120.10 - 124110 -116.61 •113.81 - 1(6.31 -90.7/ -78.51 -,8.73 - 60.41 -56.89 -52.58 ..••:4110 IS •Y 3143 MAIO 6r..1V - 111.09 -102 06 -51.23 .7560 -66.27 - 53.66 -55.16 -51.29 314 1./11/6 , 1196 /4 d - 106.71 -98.14 -34.00 -72.90 -61.99 -36 70 _11.54 •30.16 73.187 • 12000 - 120.01 -12000 .115.27 - 103.50 -97.03 -83 09 •72.1.1 -63.34 -56 13 •33.02 •50.00 [ _ BInnIns A A m eri an 42/1. t 6 13ie10e i1h1 mJui1sl.M leJut(5s dust lMaw ret for srsTarane as!. (7.A wok .. L-ura 6cr maA#:L 1 314 ou.l.n IA :A AM 34 «IQ1II.: ND ➢C ¢•:L . 033 Oa3WC ECP( twllat1 - 4 5 Jr 1':11.• .9 u (11105 C;Cd.a: CZ!! Ct7At( -(! CO :600171. 1A ii) ?.7. I) SA� P.O. Btu .1530030 2605 R.E. 18.381 Street Worn!. florldo 33163 1303)931-2350 • .... ,.. v . 33.3 m )3.1.4... (NMI 3 1 - .-- 1 600 3 P3 I3 ( (1i1'Aaa. ~" ) .1 a PA -14 SINGLE HUNG COMPARATIVE ANALYSIS ( 6.001 ..•..� DA • WIC -0/ w••"' A 11106.• 911.66 1PlnduW litIshl(In(4es) 31.000 16.900 111.060 30.006 333306 36.009 37.375 10.100 41.110 41.010 13623 921110 05.500 53.60 (0.010 63.670 10.133 •130113 - 1 30.00 - 120.43 -120.00 .130.00 .11000 .110.00 - 110.00 - 130.00 470.00 - 131.41.1 .12000 .13000 .116.00 - 1)0. .120(01 34.000 -12060 420.00 - 120.09 .12.00 .120.00 -12000 •130.03 •120.00 - 130.011 .117.74 - 113.16 •107.93 .10061 . 97.16 -92.53 •39.11 33.500 - 120.00 •130.00 - 120.19 .1200 .1 10.00 .130.00 -110333 • 11000 -120.00 .109.90 - 104.21 •100.73 -0).91 -91.35 -16 17 .11.40 16.000 - 12 - 110.00 •110330 - 130.09 •120.00 .13000 .1160) - 170.01 .100 .919) .9166 .1 .61.11 .02.14 -7719 .70.97 30.060 .110.06 •12000 - 120.00 - 120 .120.00 •1100) •127170 .111.9; •100.71 .91.10 .119.31 •91.90 .71.31 .74.67 .1300 .49.11 30.000 •120.00 •11009 - 170.00 •11000 .11000 •117.23 - 112.31 - 1011.32 33) 11 .3314 •07.45 .7 -7119 .7047 .4701 .64.13 303000 •120.00 •1201x .119.10 - 111.911 40709 .95 11 .97.10 . .31,15 .7107 -72.10 .M.73 .4107 -61.36 .S1:9) 49.97 131(2 -'8970 NIt06 Uladint Iklth (Inches WI(don 37.370 Ik 40.900 ;11nd1c5) 41.000 40100 17.630 33.996 30.090 53.100 60.066 - 11.610 111300 391106 30106 36.000 33.100 36.0611 11,113 69.37 (.9.)) 69.33 69.)) 69.33 40.31 ' 69 .71 69.13 69.11 09.)) 69.71 6133 093) 69.)) 6931 69.13 21.000 69.33 69.33 69.33 69.3) 6133 69.37 693.1 6933 69.32 69.11 69.11 6933 6911 69.21 69.11 69.23 30500 69.11 69.» 69.33 69.3) 61.31 49.33 69.)) 69.33 69.73 69.13 69.3) 4911 6132 69.33 69.33 69.33 16000 69.13 69.)) 69.33 69 6933 4933 69.33 61.3? 69.33 69.11 691.1 69 3) 61.13 69.31 49 )3 69.33 36.060 69.33 49.33 69.33 69.)) 3033 69.33 61.13 49.33 (9.3) 69.31 69.32 69-13 69.)) 69.)? 69.3.1 69.13 33.000 69.11 69 69 .3) 69 3 69.)3 6933 69.33 6933 61.13 69.31 49.31 69.13 693) 693? 69.71 69.11 36.600 691) 69.1) 69.31 49.33 49)7 69.11 09 13 693) 69 33 691) 6133 4'/17 1.9 11 69.1) 0931 691? 11141107 Uladint Iklth (Inches 111811 31.1111 10.000 11.100 30000 33.(10 )6.009 31115 1 - 12000 - 110.00'.120.10 (9.31 - 120.00 - 11000 -12000 -17000 16000 .130 W -1:009T-12000 6933 - 120.00 - 110.00 - 11113 .109.4(. 20.500 - 11010 -11000 .170.00 .12000 .11000 .116)1 •162 0. )9.01 -) •11000 -17000 •13001 - 112.10 -10939 .93.7 .03.13 30.000 - 13110 •13000 - 110 (6 -10901 •10129 4041 .51 11 33.040 .039(0 - 13000 41061 . 101.16 .01 .11 .0. .79.41 14310 -111114, - 111.1.2 -9669 -59 216 -5119 42.31 .635 1141600 11laJaoHeigh (Weirs) 33319h 3133)) 39.000 21.011 30000 31.006 )6000 37315 11.133 69.3) 69.13 (9.31 r- 69 03 6033 - 6.33 6911 34.000 69.33 673) 6933 693) 09.33 69.31 69.11 35.500 69.11 6913 69.13 69 6933 L 4/ .33 69.13 23.0((0 _ 69.31 69.33 69.)) 69.73 69.13 693) 69.11 36.060 49.71 69.33 6931 69.)) 69.33 6131 6111 31.000 09 3) 6933 69.13 69.3? en.» 69.73 6933 36.169) 0113 49_ 6911 6913 (0.11 49.13 (7:4 TAAL(V GLASSTYee 11CR(01((61EAT SCE DOA\1IAO 1 • 7NICAHINCALCD 140,41 rA•140c4)l 3 )/ls'TUI ELL° _ NOi( 13.1100.1 1 1116 TOADEAED 3.(161. PA- 1101'16 -- , 94.13OCa3 / 03010' TO 11rtlED J : 7 090 116' Al006.113 110H11 09.1411413 6 _ Ose vlr A•f(1ALtn KONG 1.A.I1 DC-0 0 0 1A 0 0 0 ID N N O '9 b 0 Z Comparative Annlysis(Positive Loads) Tartu SA P.•11 Shale 11.na►Uad.'r ISaiih5 Dnl:n Loa1• Duel on Cu.pani)re Analysis oruh 1:49 110 Aoaaled .. . He ..So. oiral es1 Ripo „:ATL110311.01.92 AmaudTen Rc,ion 64 r11 1 66 1 0 1 0 Comparative Analysis(Negnlive Loads) T.Me SD PA- 1451051e lla.5111nd.. Negative Dtsl6n Loans Dose/ o. Cony one it. Awah sit tt0h 000 1(1' Auncaled Noa- Str91e,wd Test Re •n: AT1'0311.01 93 5(200 Test Rcuon MT 1116616 link D t vorr3 V6.Mr uu► ►..d ....4. 101 • wJta. AL. arkr.••;ea... s4 (1,. 1 9u6..t4(.1...t La ...ILA) 80..6..1. 1 A Comparative Analysis(Positive I,oads) 3.61 64 rA- 1151.516 11,05 Wind» Nadu Ilona% 4.► Um.) e, 1:730.33 i.e Md3•th with $S0 tor MWied I01051n.dd.3 Ttll RepMl:0 /TU16029 StnrluJ 16:1 Rfprl ►3%111µ101 C Colnpar'at've Analysis(Ncgatil'e 1.00(13) Table 60 0A-I1 Sint, Hu.6 Snalke. 309. 0.11111 Del6p. I.s.k Wind t. C.wq en it* A..k:.:w1r S.® N32'- A00(001 1:0a- SInciutd1 u Repot 6111.1161C9 5(nnlrnl Ten Regan All LSIUG10 Uai C ..040 U 100 O■S O).et QM. ••• 10(1141 ••• NS w+ +•�• 9.I 115 e- 6/11/14 Plnnlnps A T- I-Am ft can Ir f (M O lga l P.O. 0oa 030036 7006 h.r. 193(6 SIf «I Mbni. florid* 3310 (305)931 -3350 t... f...e.�. .... i.. 3 OI 1 (1.11 %(9 44( 9.. PA -14 SINGLE HUNG COMPARATIVE ANAL' PA- 1400 -00I** r. tl ' .�'� .3' 'BUILD( \C CODECOMPLi_ C£OFF( E; ' 5.1213 METRO -DADE FLAGLER BUILUL\G'• ' • .:' -'.140 WEST FLAGLER • STREET;ySIJITE 1603 jn'. MIA F LO IR DX;,•33130 X563 (305) 375 - 2901 . FAX (305) 375 =2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX . (305) 375 - 2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 J X (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: .. .. (305) 375.2902 FAX (305) 372 -6339 20 ga. Galvanized Steel Storm Panes Shutter r W under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right fo secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. hti4 ; O D,UCT CONTROL NOTICE OF ACCEPTANCE outheastern Metals Manufacturing Co:, Inc: 1801 Indi r Drive .'.:.. '. _ ? .' Jacksonville The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0318.03 Expires:10 /10/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07 /0111999 FL 32226 MIAMI -DADE COUNTY FLORIDA' .....` i - s "... ..:It' 2�>1:hl .- SG<.tCS� / -:.• • ... ... ..r e..aow; a.--- .+1-•7++4. rrv.- alw�swv.�_ _:.,. METRO -DADE FLAGLERBUILDING': Raul Rodriguez Chief Product Control Division rancisco . Quintana, R. Director 1 of 3 Miami -Dade County Building Code Compliance Oflict Internet mail address: postmaster @buildingcodennline.com Homepage: http : / /w..w.huildingcodrunline.cum G,AO_O l :L 14 Southeastern Metal Mariufactiffini rCo.; Iric. ACCEPTANCE 99- 0318:03 • Na A4'4211 I • ; :. NOTICE OF ACCEPTANCE: 1. SCOPE •- This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described iii Section . 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label v,ith the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. APPROVED ` - 1 //On002 SPECIFIC CONDITIONS J U Lf 0 1:1999 . Helmy A akar, P.E. - Product Control Examiner Product Control Division 2 of (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -bade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies; shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 Helmy A. akar, P.E. - Product Control Examiner Product Control Division SEMCO STORM,P �.��.� . ...,.. . . The Galvanized Steel Storm Panel HurricaneTotal Envelope Protection• System i1 bt]ildtti Lode listed by jAetro e County•Flor L7S L T s d b 7 o of the toughest 'construtii • . r Sr. mandatory let }:F ♦ .. .. !• .. T con sand worldwide.- a`ds woride: Wind and humcane storm pane prole ton is mandatory to ado, Broward and Palm Beach counties and is ilso :_ building code recognized nationwide, DarticUlarly to coastal or high wind regions_' F- t: : _ _ i ' ( t 3 { , 1 t } :t - kegniar carp l 1.. .tielef_4:11 , ;g 1 . 4,1a . e . ilfg :- MAI- ,,,,,,,6 Jt fi. :4 t r , , ! 1 .. • ! f t . i P e`l 4.pplidii : �i r ! • Our storm pineliSYstem his beehtested With i'vaiietynf alternate fastening hardWare >t - maso stucco. block or wood fnme'application. I ) Tapcon screws into Concrete masonry. 2) LaIicreWs into'Wenil friiiii d • or hex aB•Folts secured by'a tamp- tn.masonry or.concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems. •• • The detailed instillation instruction pamphlets are available in English and Spanish -They • 'guide easy to follow, step by step instructions. The bilingual material •selection guide located in the installation pamphlets will provide available size Lake -off information necessary to confum your materials.. • . Our system utilizes standardized 44". 56". 68". and 86" panel lengths to provide hurricane • gh wind and impact protection for most typical sized window and • The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. • When pre - drilling for tamp -in anchors and accidentally break into an open cell of the concrete block, the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. A 1/8" pilot hole for wood frame construction or 1/8" pilot followed up by al/2" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between l "- l -f /8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications. The product placement form, located in the detailed installation pamphlet, will record the number of labeled or numbered panels required for each opening by its specific intended location. Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is fast applied. Typical paint may match the vim or wall color to accent and conceal mounting hardware. See your paint specialist. different types of paint tend to require special attention. A minimum 2" edge distance for concrete or masonry opening or edge distance for wood frame openings are required to insure correct fastener edge clearance. Storm panels provide hurricane protection without lapping past the window opening. .A wing nut driver tool is available for both screw gun and hand ratchet screw driver. • To meet building code standards, after the initial mounting hardware is applied, storm panel systems are designed to be installed without the use of special power tools. In areas where storm panels are required by building code and also for existing buildings constructed in code required regions. typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection is provided. • The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 M.P.H. wind born water and flying debris protection. • Approved fasteners for proper installation are critical to confirm building code requirements. • Furring is a means of adding a spacer to set out away from the wall or glass of a window. / • Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally. panels should be stored in an indoor area. If indoor storage is not available, extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain. snowfall. or condensation. Whether storing indoors or outdoors, the panel stack(s) should be stored off of the ground on wooden blocks. with one end slightly elevated. A loose canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plastic cups should never be used. The plastic will only create and hold condensation. • The 20 Gauge Galvanized Steel Storm Panel System was tested at +71.5 PSF and -55.0 PSF and with a maximum of impact deflection 2 -5/8 ". Deflection is the mirumum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. • SE! 1CO maintains a toll free technical support Hot Line 1 -800- 737 -7327 or 1- 800 -SE -SPECS with a team of qualified technicians. Monday through Friday, 8:00 am to 5:00 pm EST. Providing information on building permitting. custom lengths, special applications and general "How To" information. Building permitting forms are available where storm panels are purchased. 5/25/99 •). ' r' 6 4.47. f �.+•1.• ■9201 . {^ f 1476•: l ff " ALUMINUM HEADER CHANNEL DETAIL 15575 .IJ' COVERAGE 6 1/2' -. E; • 0.114 44.29• I\ -0.090 R .- 7/8' 8• Hat 117P) [ 7/8 L! PICA L. 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F .775• 11 T •/. • ..r Ix4•w ..0241 1(0/70 2 2100•111.1 6B• S4l 1 . • 0 6• SRl 1 • • 86 52.14 750' 7 .500• S/S 130172 SRID I/ /6419411 0011 0.725 2.000 -. ®PATIO SILL DETAIL 68' SILL T 44 SILL 7/8• - 7/8 X 5/16 SLOT (TYPICAL) 3 I 4 HEADER CHANNEL LAYOUT E t 3 l/4-4 r6 1/21x6 1/2:x6 1/2' 6 IA' 6 1/2« 6 ANCHORS 56 SILL 8 ANCHORS 10 ANCHORS 1 2 ANCHORS 44• s 50 • 13.00' 13 -4-- 13.00•• -� 1 • 6.50 =+ 6.50-4,..5.4 !8.50 -+ 6.50• -4 6 ANCHORS 2.00 -4 1•- 13.00' -+- 73.00• -41- 13.00 --• -- 13. --4 56 SRl 1 . • 6.5o•+ k50•+ 6.50•} 6.50 6.50 1.5c 6 ANCHORS 1.so• -4 .- 77.00 -+- 17.00 -4.- 13.00 -'�•'- 17 -4.-- 17.00' -4 •••f . 6.50 6.50 6.50 6.30 6.50 6.50 6.50 6.50 6.501 70 ANCHORS 4.00 - 1. 13.00 --4- 17.o0 4.- 13.0o + -I�.00 1 3.00 • - +-- 13.00 -{ I I N2 I I I`II 1 sa.ra iur II�h1'�I Note: Reinforced panels with stitch bolls and sprint) out 0l mid -spon secure J II'III of eoch lop joint. HOLE LEGEND • 7/16 172113 4011 • CLINCH STUD .6.50 . 6.50 6.S0 6.50 6.50•+ 6.50•} 6.50•+ 6.50•+ 6.50•+ 6.50 6.501 12 ANCHORS STUD ANGLE SILL LAYOUT 44 5_§.: PRODUCT RENEWED ACX' JTA.NCE 1\o. 9 - /2318.0 3 DCPIRATION DATE / 4 - , - o0L /ROD •.2r VTROL DRTSION DIRLfSNO CODE COMPLIANCE OFFICE APPROVED AS COMMYINC WITH THE 5001)) EIORIDA 8011072 CODE DAT Ilk El •_ 19 // BY / • i* rim . NIRO) 010'3.00 BUILDING CODE COMPLIANCE OTTICE ACCEPTANCE NO 9? - 08050 ANCHOR SCM(OULE juM, 2' EDGE 01STANCEI 6*1u JOKN•t .0.03 nT( +.lmc. ?APO I"0 1/4 fau4 4x0.01 a 1 /401• Sava. •n1 () /4• • .tee) .3 I/1'0 1 /•• lY MT • -M nr1 KM {Only M 11n' MEOW., a l6 "c up. 1/••. •4 4.(1 .. -•. •00 .0•01 • 1 /••n' ptntu• • AI (1 / • 1 /.01 iV n11 • . 11 1 /••n• flea • t..rt v /.OM, 1 1/4• ex.. o w M •4•t• • war TO WAIL MTA11 1/4'.7' (Ito Pane (1070 Oo.enry 8001 ./1 1/4 Col•, We{Ar k WaeAV.d Winged N41--... .- ^- 0 51•01 Spring Nut 1 .1/4 /20 H•. Heed Solt ()WALL MOUNT SECTION (DIRECT N.OUNT SY5TEM1 N. T.5 1 R0.1 4044 -in MTh. 1/4'11• SId..NY 80 l V (.iel+ry Slruclur• 0 PANn TO ANCIF num. E STUDDFD ANGIE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAMF) N.T.S ANCI r IOJEALL nE JAIL 1/4' (1•0_ Wood Fr 0min 001. o. Door I'.4 0.125' or 7'.•'.0.175' Mum. Tub d 2•• P.T. Wood t0, 0100 Freming 0 16' 0.0. k 2'.6• P.T. Wood 5144 homing 0 74' 0.6. 1'.1/4'/20 440.04.04 Bull 1'.1/1'/70 Root E01Y -'n Anchor O v ex,- Sld..,". Boll ar lE 3 1/4'11' 7 5/8' Stud Spring Nut SId..on Boll 1'.1/4770 Re.1 CWY -N Anc1Or EAHEL TO ANyMTAIL © HFADER / STUDDFD ANGIE MOUNT SYSTEM N.T.S 1/4' Wood log kr.. 1 1/2' (11n. Ernb.dmcnt 2 I/O'. 4 I /2' Log Scrim 0 74' 0.e. Na. ./1 3/4' Pt/n.1.011an In Center of Stud. •11lS DETAIL WAY 8E U5E0 •T TOP OR 80110(1 OF PANELS WAIL MOUNT SECTION (BOTTOMI N.T.S (.i11Ing 51.001ure 1/4' ...At. E 7 8 5/6 B 00.. or Q Deer (.Min• Structure A)45 F 10 WAIL nn*D. ANCHOR SCHEDULE (um. 2' EDGE DISTANCE) 1.0•0. net 1'n /.•714.60 .up..0 1 /en770 Mt K.0 00.0 00 um• yAac 1.1 10 u u 6. ANWOR SCHEDULE YIN, 2' EDGE DISTANCE "TvZ .in.II 070.57 •0 ••0 0,.( 0.044 M1 *4.01 1/• 0•R G111-01 1.0• • 1 /••n• 401.441 and (1 /.• • K40) Vert' taxed OTT .Aa •M (O1r204 44040 ye. (0 0 1/• 0 1 (0 a K1 .../43 tOI• •M 11/1 1. I•aowl 1 /4•n• n*4 .4•4 •art •.p.•♦ 80.1 •M 1 1/•' .04•. a • � ■ � *441 00 0 000 • 11/1 . • 1t 1i0n1W u AS 64 13 u niTIIII7701111rIln DT oDUCT C73VTROL o DL1 LOTH0 CODE COM 1/4'•1 1/7' Concr•1• D.I.• Not ./ E.ponslon A•6•07 51.el Spring Nut 5 Belt 1/4'.2 1 /4' Topton ./114. Head Sere. • PANn TO 4/45E DETAL O STUDDFD ANGLE / TOP & BOTTOM MOUNT SYSTEM N. T.S OD? •TLLaa.1 ea r Inn W.V. OA ...0/ .•LLa,O .111 Y• 44040 tf CM I0. 110100 100. MT .et I3 Q G 0,402 APPROVED AS COMPLYING WITH TIT( SOUTH FLORIDA BUILDING CODE DAT DY PRODUCEIONTROI DIVIS.ON BUILDING CODE COMPLIANCE DRltt ACCEPIANCE HD. 047 - AR10SI)1 S Atf/LS 20 CO= CA.VN= _ nem PMA 941 to COCIIIR WITITTA V • BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owngr's Name and Address._ Regitiered Architect and /or Engineer... _ Name and address of licensed contractor. Location and legal description of lot to be built on: Lot__ Block Street and Number where work is to be done New Building To be constructed of Disapproved (Signed) L - Chairman - Member Member Council Approved t : Building Inspector MIAMI SHORES VILLAGE Subdivision PLA NG BOARD__ __ . DATE Member Member Member - _Date Disapproved Date - 1--. / 6 , 196 No. 68' - -- Street._ e A51632 ' State work to b done d purpose of building by floors).. and for no other purpose. Remodeling Addition Repairs__ _______ _ ___ No. of Stories Kind of foundation___. Roof Covering. Estimated Total cost of improvements $_. Amount of Permit $ Zone cubage required _Plan Cubage._ _. Distance to next nearest building__..___ . _ Size of Building Lot Maximum live load to be borne by each floor_-_ I hereby submit all the plans and specifications foi said building. All notices with reference to the building and its construction may be sent to_ ... (Signed) The undersigned applicant for this building permit doc hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, leent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for ins ection on t site of the ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub actors, ; f work to be ed under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. ss Before me, ., . undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared . - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, therein by him stated are true. cp Permit No Date___ �' �. Read, Sworn to My Commission Expires_ and that he did sign the same, and that all facts and Subscribed before me. Notary Public, State of Florida Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.