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340 NE 94 St (12)Date � �� (9 Job Address ' 7i - 10 o S. °`4 Jt Tax Folio // �A /✓ / Legal Description g / 6°4 4 /' 1`1-g �ci / Lessee / Tenant enant t�) L I) /`q--' - Master Owner's Address '4 U C li4 -*' - Phone Contracting Co (CCiw 1kfl -LQ Addres2fl &DUD 4t.9 S QualifierCaOl2DOYI SS #` � � - 9t9� D State # qbgo Municipal # Competency # i Ins .Co . k F t € 3 Architect /Engineer 6S Yal..f01C Ste- $ Address l o (-t Bonding Company t )(A- Address Mortgagor tom" 1 IA' Address Permit Type(circle one): BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Pt. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 41 - C 3 Estimated Cost(value) 1 160 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 authoriz the above -hayed cent ctor to do the work stated. Signature of owner and /or Condo President Date: 1e A //. )793 Notary - o 4 P - r ap 9,F Cond945%s r -t My Commi s s i o Expi re,'$ *. MY COMMISSION N CC260247 WIRES .d;:t F 17, 1957 4`,t e � = BONDED THRU TROY FAIN INSURANCE, INC. ** * * * * * * * * * g V FEES: PERMIT ) RADON C.C.F. APPROVED: Fire Zoning Building Mechanical Plumbing Permit # ∎5 '/4e - -lov -. Signature o Date: )4- 4o tractor or Owner- Builder Notary as tTq>}tractor or Owner- Builder My Commi s s og:BY. "es : DAVID A. LEVINE : +c MY COMMISS1ON H CC260247 EXPIRES • ;,•. , February 17, 1997 ° Q � ;," BONO=O rHRU TROY FAIN INSURANCE, INC. * * *' * * * NOTARY TOTAL DUE )7 , ** Other Electrical Engineering 611/i Q-1) • NOTICE OF COMMENCEMENT REc-: 16146PG3430 ?'- -ERMIT NO. 5TATEOFFLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: IV X5 91' l c 1S /1,4 L 2. Description of improvement: I n ST/-)- I) S•p (em S.I/l a- s 3. Owner(s) name and address: t Pr C S 340 Interest in property: DO3 Name and address of fee simple titleholder: 4. Contractor's name and address: 6. Lender's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the dale of recording unless a different date is specified) r iriAL RECORDS ootad } OF DADE COUNTY, FLORIDA. RECORD VERIFIED HARVEY RUVIN Signature of Owner LLRt( CIRCUIT COU : _// j ( S, Print Owners Name i (.7(0^ 0^ CL&N S � �7 � S f E r1.i4 :.: a..<.,a' . .rs ,..:.c1 l' t f��epared by °'�Z Sworn to and subscribed before me this / today of /6�/ , 19 92 Notary Public Print Notary's Name My Commission Expires: TAX FOLIO NO. / l 3 GG va , DAVID A. LEVINE 0. February 17, °fth�``'� Bo n n naay TROY TAI 1997 +N&16112, ml,. CktJ t4,w .S1.2 eg 935565 1993 NOV 30 08g34 31=50 6 4c42 . tn1 AJ 33/3 Address: 3 7 - s --0 /Vc1 6 A-� 3 3 1 c/ W P7 ic7 Se - k'Lc_ oi w v7Dows- 1Z, t 3 Y ?tars Home Improvement Products, Inc. License No. CB 0039161 , . P.O. Box 522290 @ Longwood, FL 32752 -2290 Replacement Windows tName: W 5 ` ` \L14"• L, , Phone: Res: 107 Sb L Bus. 3 L "'2 011 O 6 4/ 0 � �i � 1 -S y I City: 1 - , l St.: zip: �J ddress: 3 L 1 7 i% e, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to contract with Sears Home Improvement roducts, Inc. hereinafter referred to as "Contractor', to furnish, deliver, and arrange for installation of all materials necessary to improve the remises located at: (No finish wor Install Sears (Street) grids: T Glass: ❑ Clear L] Low E /Argon ti s� Type: ❑ DH �SH jd 2 -LR ❑ 3 -LR Qty Oty - ? Qty Lj O)y O 4-- ❑ Bronze L Gray 4- O 4— SEARS MOMS IMPROVEMENT PRODUCTS ccording to the following specifications: Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) Prepare openings as necessary to receive replacement units. other than normal installation i to tie done unless otherwise noted below.) Jr1 -vi �h�J V k• CA Windows in openings described below to the following specifications: Color: ❑ While ❑ Beige ❑ White /Light Woodgrain ❑ White /Dark Woodgrain ❑ PW Qty 0 ❑ OBS 'h ❑ OBS Full ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. $ Pt (City) Top 0 Full Bottom TOTAL PRICE for all Labor & Materials (including any applicable discount) is Down Payment Balance Payable Location: ''1 I Phone #: ko Job No.: ir 53 (State) 33,3,E (Zip) ❑ Other ❑ Other 0)y Oty ❑ Other ❑ Other Qty Oly Screens: CHECK IF OTHER THAN FIBERGLASSt3 (On Sashes Only) ❑ Alum ❑ Solar Wartanty: Manufacturer's Warranty sent upon completion. t{. Existing wits NOT to be replace li ` t" LJ� \'.) W iexCrr 1 Oti �1 If applicab , after completiln of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchaser. In the event the roject requires the installation of storm shutters or egress windows, Contractor will not re- install any affected security bars. Special inst ructions: ',\1( -.� ✓J Q .-L 11 5� .� e J t" �a 11 C� 14r` Clean up j b related debris and provide necessary permits and insurance. If applicab , in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Contracto shall refund any previous payment and this transaction shall be automatically cancelled. Allow app ximately 3 -6 weeks for installation. OTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND THEM FULLY. DDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. Please read the following bold type and initial corresponding line. bat understandings and agreements with representative shall not be binding. All understandings and agreements must be set forth in ting in thi t Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: 17t v.+kr I $ ! .00 $ pit / 1 .00 $ `7.51' Q'� 1 .00 ms: Credit ❑ i (Subject to the approval of the Credit Department) Cash (Final Payment payable to installer upon completion) Funded by: Bank City St. Acct 11 ., Preferred Customer Discount (PCD) awarded for any future Sears Home Improvement Products purchases. Current pricing available for one (1) year. s is a credit transaction, the agreement for credit is contained in a separate document which is incorporated herein by reference and made a part of. !/We the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verify and review my /our credit record with an independent t reporting agency and release them from all liability incurred from inadvertent omissions or errors. ITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this "Q LA day of �eS 20 0 and owledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the owner is ready for work to begin. S MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) may cancel this transaction any time or to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an lanation of this right. Signature affixed below acts as receipt that Purchaser(s) received separate cancellation loans. TT 0 Y: Representative - Date Purchaser Date SUeMI A��P,+i & 11. \ 1 L - -- I / V ACCEPTED BY: Sears Home Improvement Products. Inc. Dale / 8/6 Ogle s Pm ;q q3 Bevel Col Sculp Col Flat Diamond Clear White Tan ‘\.) � J • Wd-Grain I Brass Y ?tars Home Improvement Products, Inc. License No. CB 0039161 , . P.O. Box 522290 @ Longwood, FL 32752 -2290 Replacement Windows tName: W 5 ` ` \L14"• L, , Phone: Res: 107 Sb L Bus. 3 L "'2 011 O 6 4/ 0 � �i � 1 -S y I City: 1 - , l St.: zip: �J ddress: 3 L 1 7 i% e, the owners of the premises described below, hereinafter referred to as "Purchaser" offer to contract with Sears Home Improvement roducts, Inc. hereinafter referred to as "Contractor', to furnish, deliver, and arrange for installation of all materials necessary to improve the remises located at: (No finish wor Install Sears (Street) grids: T Glass: ❑ Clear L] Low E /Argon ti s� Type: ❑ DH �SH jd 2 -LR ❑ 3 -LR Qty Oty - ? Qty Lj O)y O 4-- ❑ Bronze L Gray 4- O 4— SEARS MOMS IMPROVEMENT PRODUCTS ccording to the following specifications: Remove existing units to be replaced. (NOTE: Removed units are likely to be damaged.) Prepare openings as necessary to receive replacement units. other than normal installation i to tie done unless otherwise noted below.) Jr1 -vi �h�J V k• CA Windows in openings described below to the following specifications: Color: ❑ While ❑ Beige ❑ White /Light Woodgrain ❑ White /Dark Woodgrain ❑ PW Qty 0 ❑ OBS 'h ❑ OBS Full ❑ Keepsafe NOTE: Tempered glass will be installed to meet building codes. $ Pt (City) Top 0 Full Bottom TOTAL PRICE for all Labor & Materials (including any applicable discount) is Down Payment Balance Payable Location: ''1 I Phone #: ko Job No.: ir 53 (State) 33,3,E (Zip) ❑ Other ❑ Other 0)y Oty ❑ Other ❑ Other Qty Oly Screens: CHECK IF OTHER THAN FIBERGLASSt3 (On Sashes Only) ❑ Alum ❑ Solar Wartanty: Manufacturer's Warranty sent upon completion. t{. Existing wits NOT to be replace li ` t" LJ� \'.) W iexCrr 1 Oti �1 If applicab , after completiln of project, the application and removal (storage) of shutter panels shall be the responsibility of the purchaser. In the event the roject requires the installation of storm shutters or egress windows, Contractor will not re- install any affected security bars. Special inst ructions: ',\1( -.� ✓J Q .-L 11 5� .� e J t" �a 11 C� 14r` Clean up j b related debris and provide necessary permits and insurance. If applicab , in the event that Contractor is unable for whatever reason to obtain the proper permits prior to the commencement of any work, Contracto shall refund any previous payment and this transaction shall be automatically cancelled. Allow app ximately 3 -6 weeks for installation. OTE: THE WARRANTY PROVISIONS AS STATED ON THE REVERSE HAVE BEEN EXPLAINED AND UWE UNDERSTAND THEM FULLY. DDITIONAL PROVISIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE A PART OF THIS CONTRACT. Please read the following bold type and initial corresponding line. bat understandings and agreements with representative shall not be binding. All understandings and agreements must be set forth in ting in thi t Contract. Due to climatic conditions, interior condensation may occur. Purchaser Initials: 17t v.+kr I $ ! .00 $ pit / 1 .00 $ `7.51' Q'� 1 .00 ms: Credit ❑ i (Subject to the approval of the Credit Department) Cash (Final Payment payable to installer upon completion) Funded by: Bank City St. Acct 11 ., Preferred Customer Discount (PCD) awarded for any future Sears Home Improvement Products purchases. Current pricing available for one (1) year. s is a credit transaction, the agreement for credit is contained in a separate document which is incorporated herein by reference and made a part of. !/We the undersigned are hereby authorizing Sears Home Improvement Products, Inc. to verify and review my /our credit record with an independent t reporting agency and release them from all liability incurred from inadvertent omissions or errors. ITNESS WHEREOF Purchaser(s) have hereunto signed their name(s) this "Q LA day of �eS 20 0 and owledge receipt of a true copy of this Contract and unless otherwise specified, it is understood that the owner is ready for work to begin. S MESSAGE APPLIES TO DOOR -TO -DOOR SALES ONLY: You the Purchaser(s) may cancel this transaction any time or to midnight of the third day after the date of this transaction. See accompanying notice of cancellation form for an lanation of this right. Signature affixed below acts as receipt that Purchaser(s) received separate cancellation loans. TT 0 Y: Representative - Date Purchaser Date SUeMI A��P,+i & 11. \ 1 L - -- I / V ACCEPTED BY: Sears Home Improvement Products. Inc. Dale / 8/6 Ogle s Pm ;q q3 RETAIL PRICE DISCOUNT $1,500.00, $2.499.00 5% $2,500.00 - $12,999.00 10% $13,000 - $22,999.00 15% $23.000.00 - $27,999.00 20% $28.000.00 & Up 25% Offer cede: Date: Phone: Customit: City: 1. Series SPECI X x x x X � // 1 1 � E TER WIDTH & HEIGHT F R EACH UNIT TO BE PLACED AND ENTER RRESPONDING NUMBER LEFT HT INSTRUCTIONS COLOR Detail dditional labor and charges: 1111111 1 OFFICE USE ONLY RATE: 1 y WD HT X ) # X L 5 T Roo"' U.I. A WINDOW PROPOSAL WORKSHEET \ Sales Rep: r - k t� � y . O\1 Job No. /Lead No.. On . WD HT # J # ' 71.l x L : For se ?ond story - use additional worksheet l / ITEM 1 4 5 7 • B 16 17 18 GLASS Bays /Bows: Specify window type (ie, casement DH, etc.) VOLUME SAVINGS SALES MANAGER APPROVAL_) a SCREEN SEARS WD HT X X BACK FRONT WD HT X X GRID ^ t 1S , �JD! Office Loc. and #: _ 2% Travel Auditing Manager Total $ WD HT X X WD HT X x TEMP /OBS $ AMOUNT 11 1,71 cIo, — Volume Savings Other (Coupon) TOTAL' MODEL PD Patio Ddbr DH Double Flung 2LR Two -Lite Roller EV Three -Litb Roller PW Picture SH Single Hung 1LR Single SIber CR Caseme`tRight CL Caseme AWN Awning HOP Hopper GW Garden BAY Bay BOW Bow COLOR: White Tan LWG Light Wo;dgrain DWG Dark Woodgrain GLASS: CLE Clear Hy -Lite Block E2 Low E/Sillare GRAY Gray Tint BRZ Bronze OBS Obscurell OBSBOT Obs. Bo om KEEP Keepsaf4I TEMP Tempered GRIDS: CF Colonial CT Colonial DF Diamonc DT Diamon SCULP Sculptur PER Perimete PRA Prairee SCREENS: FULL OR HALF ALUM. MISCELLANEOU MULL Mullions op CAP Cap Facing t Left indow ull Full Top ($ SUB TOTAL ($ ($ ($ 1 1:211.1-11 Two-Lite Roller Double Hun_g FRON I PW Picture ,,•■ i 1- _ ! .... _ W HT . . l. I II _.... .X !, '.._- O r: x ) „ , , „ • 1 l_ri Stgle_.$1(Ler _,._1 _ i .. j _ l .___:•: .. H. .CasernerRi gLt_._ For second stop,: - W.:1! ;.1Cill111011;.11 l...011.:F.111..,01 CI. Casement - 1 --- , - •.;66Ei. i 1,-,,,, 11, I ,.-....,:,, , s;c:iii,LP: r - 6 - 1 - 1 - 6 . . 1- 11 - -(.1 , ' -1 :- 1- : --1 •.1 dy, .:; mut : I -4 5'1 _,-,] tA i wl.:t_ • •,_- 1 AWN Awnin _ _ r --- 2' 1, • .1 1 ; i 1( i 11... 1 CWV Girden VVindov,- . 1100 i.A‘t' I3ay I _ 3 -) ' 1 LIZ ; i --- --- i --; -- - - ' - -- - f-- . . now Bciw _ _i I 09 C ._I _... _ ____ . ____ •-. • I ' - ) 1 s I COLOR: ; . . i l 2.11. i 5 • l I whit,: I - 6 - ,_.. •,. i I Ton li 0_ i __ ._._ _ _ .__ _ LW; Light WoodgLain — _ .----- -- ---- -I -- PI ( ,)`--,)..., c.- j...1 i jell.,..) I I ____._ um.; Dark VVooclgrain .. GLASS: 10 i I i I . Llt_1:. Clear 11_1 • 1 I i ' l•• Hy-Lrle Block 12 ! I F2 Low E/Square. I 1 I GRAY Gray Tint /Iry Bronze _ i r ; Obscure ) 1 • , 011;6111 Ohs. Bottom ! I KEEP koeosate 13 , I I • IS • I 16 I I ■ - 17 I i : -- additional labn; — - 'SPECtAt_11-15 riRttr: I/S/FROW SllIiV lypo 1.111, VOLUME SAVINGS L RE FAH_ PRICE S1,500.00.. 1 • 11::,9 • '2:1,000.00 • $27.9tp. :••5 y. _ • 1.1F1:16ii 0515 )1,11.Y r • • - _ _ . . Detiet Phone. CusInrner: Cf E111 WIIII•1.1 ,,. 11 or EACH Limn i I1E REPLACED AND 151-11511 COSIFIESPON1)1Nt ; :11 1 .1 SALES 15iANto6l•-11 4111 ft■VAI 11 1,6101 - - 0 WINDOW PROPOSAL WOR KSHEET ' ! _ Ff WLI 111 111) I I pco 1:1ACK rz 9, 0 • ; ; i 1.1)1 /.1.E1/40111.1,ICKILM ;`. - FEW' TerLipereci GRIDS: , 0 . cr Colonial Full — Colonial Top 011 Diamond Full o Diamond Top SC1.11_11 Sculptured PER Punmeter Prairee SC1:1E-ENS: FULL OR HALF 4).) MISCELLANEOUS 1.-lUL1 Mullions Amilliogm,loigi•I • - - 0,411 Cap Facing • P f• . . , •111 , , 1 RIGHT WD i,• .7 ._.H.___i-____ 1 _______. 4 ._ i- X X MODEL PD Patio Door ;..■1:,.f i::, i I VL.. I .....11: 1 015 .. q0c, , TOTAL (7 -,; ; , . CI:•; ) .... IMPORTANT INFORMATION: Corner of Bldg to edge of window and Window Sizes . 0 2 . /— S_ J ' I i ■ - ! ' ! A i A r f I i ) i I ! i ! 1 I ! I � 1 1 I ' A I I I i i I f I . tt i I : j j I j ' e • I i I i - 1 > I A I A i 's ! i i i i I 1 1 4 [ i A i I 1 A A f t g j j 1 I i 1 ( I 1 1 • I 1 �� 'w '0' J 1 ? g�_ € s i i I ! , j 6 , I • .- a 1 s s , 1 a a 1 I J . i J I G E ! - - ! r i r F 7 1r i v i i i 1 11 € S { i 3 I S 3 z I I I I 1 i I j 1 I I i ! ! � ' I[ i S I i i i 1 ! ' 1 ! i`� I A A I A f, V `M L i i s i 1 I j I I o i 3 q i I I 1 i 1 I; I '; A i • ) La c ) . -o 3 3 .- �/�� 3 1 I ' 1 ' ' E I I i 1 . _ v. I - 5 ! ii. C , ( .0. I. pa- d2 -0'313 O°1 . C 1 Mean Roof Height: ( hurricane Sh leis: Building Dime sip s: ►�r�r PLAN Yes: Length: 'A 4 74 0? 4 x I L' I I ,H 1 Y Type of Wall: No: Width' .S1 Exterior Information of Stories: 1., Do Not Do: 0 X VI / of Openings I S Customer Nome P2 R AI (Windows Not to be replaced) g ri of Openings Li Address: - ' to be replaced: AIM APPROVED PERMIT SERVICES, INC ('954) 590 -flO3 City: Lt y N . Completed 8y RC ORAVAAC IS 711E PROPERTY GE "APPROVED PFAMMT SERA= JNC' AND IS AN .T.STRUAL!NT OF SCONCE NOT TO BE RE VOOUCED JN WHOLE OR .ri PAW ?MOW THE PRE S D WARDEN PJ .Jnsscw O OWNER. Phone Number. • • d • IMPORTANT INFORMATION: Corner of Bldg to edge of window and Window Sizes Mean Roof Height: 1 M Type of V/oll: C W of Stories: ' 1 of Openings: of Openings to be reptoc od I TR:3 GAMS% :S 71-0C PROPERTY OF AP.°J7O c!D PEf.47T 5D741." -S UK. AND IS AN .IVSTF67AEMT OF MEWCc NOT To 3E RGtUC D N WHFJ.E OR AV P/2T YA1.'i?U7 :Nc U•PRESEED yh'J7EN FERJ.ISE.ON Oi4N R. Hurricane Shutters: Building Dimesions: Yes: X Length' J No: Width: Do Not Do: 1x (Widows Not to be replaced) A °FROV5O PERMITS€PM7 S. 1M (954) 59C-2203 r) o - 03 (3.O ) • 7y Y.3% tooA Oa - 031' —5 O. o uo4 3 5 SITE PLAN Exterior Information Customer Nam,. Pe a? R City: Comoleied 9y 'ho n e Number: '�`'"�'�. • • ' E 'er:.. -:' y`'_,. - sq�; ': ?'( .. ;i • %r�. 9 H`� ;.:''� ~ � =„ �,. :,� ?: _,: rs +:.i . <;- r3; +. •� 1 :C. _ Y,j 1:'y i •y0! n. t. ";�'`. /��. t. U,.,?f�:.: r ' •.t t,. ,F.. �? • _. • a �\ � !`��; �i�+[�'•a�'.1 ' f- yN ,1: '�''•'' :�' °`-��� .L?i •:� -�. �.�5 I •.. r, 'a o.�al' . .'X iii= ?.;- ��..'e ( : ' 1 � C: tf�s. ^:.i J.: ' d} -!•SI; i` • 'f .� . < Y �,. \' ' .. ..'.3 -:: C. c :'" r r t .. � . �. rt' .:!I r . `;i ' l' r C.t .a',. .� _ . • Y t.'' L. Kri. 1T : !�.�.�., :. ' ::�• "1 V .: ii �p . -..... [� a i� �i •i• - Alt s .� '+7, '• i . - .94 . r� • • -fif A . . ` � t �_ ' Vy 2 F `�L ('- . . [`Ar' ��`T.i ���d- 7'n' SyYT: ri:lvCe'a • .. ,„.: y p ` _-R,.„., s; r: }' •iS , �;:n :? ,?i ice: _ a _ 7 . l. X .:t��rx f : 34, r +:- :.�.., ; s : ;.. v ' 11 '�-1 ` A+r . .r 3 -, „ ,..t. 3 _ � ' iA J . ri ••'�:!`„ y ' ar .y.r '.1. J .t. ".' .ji f.� - f : $ : 1: • . 1 et' -- t:�:jf : "i: : Y' T } ' •3 v T Y M ~ ' rk N t .G..'.jY :1;0.4'40! .� F {{ ' tti- .1 ;5 r -�'_'. , fiti - • ° > f, �,{„' `' L. L j a.•• �3R � ti i. : c dr ,t to � t � . c ��ta v 3 a `# ‹ lv''.0.j' 'i`.T.; 3r „ 5u. ° tom, t5t z. �i?J.. �. ws f+ =. .:3x�� t'� .s. A{i� } i , t.:.‘';1' ,•' ` ' -:; txa t+ r i2 • �� i r . • we -N `f� iit } V.1* ' �T+ {. _. �� j* • .< ,f:: - • •'�' 2• T 'C 'y � � _ .fi. �• y '. • ��' �•��4 � "'R ' - � r_�.. _. ... _ ^ i :•'9 • .,�� •, -,. _ ._. a�.•_. � � �lh�� �.. ': • 7 • 1 4 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date, stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH- 4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Aluminum Single Hung Window (TG -A) ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/31/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ";Lnless 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, thcn it shall be done in its entirety. INSPECTION: A copy of this entirc NOA shall be provided to thc user by thc manufacturer or its distributors and shall be available for inspection at the job site at the request of thc Building Official. This NOA revises NOA # 01- 0516.10 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0702.02 Expiration Date: September 30, 2006 Approval Date: July 15, 2002 Page 1 COMPARATIVE ANALYSIS /OR; GLASS: 116 ANNEALED P7• 2960 Window Width Wad.w Height 26.000 (4) 38.375 14) 50.625 14) 63.000 16) 76.000 (6) nog pee mpg pet nal pet nag pea n•9 pee 19.125 ( •120.00 3667 .120.00 50.67 .120.00 56.67 -9465 56.67 .73.01 56.67 24.000 12) •120.00 56.67 - 120.00 56.67 .120.00 56.67 -6405 5641 .63.4 56.67 26.500 (2) •120.00 56.67 •120.00 56.67 •120.00 36.67 42.11 56.67 -60.55 55.04 32.000 (3) •120.00 56.67 - 120.00 55.67 .101.70 56.67 40.4 55.67 -56.41 51.26 37.000 13) 420.00 55.67 .120.00 56.67 416.40 56.67 -70.60 56.67 .55.04 60.03 40.000 (3) -120.00 6467 .111.60 54.67 40.50 66.67 43.50 64.67 -61.00 60.00 44000 (3) .120.00 56.67 •10603 56.67 .7110 56.67 •59.20 56.61 .52.30 60.00 46.000 (3) -120.00 56.67 4/6.78 56.61 4460 56.67 43.90 53.90 -46.00 4600 53.135 (4) - 117.70 56.67 45 .30 5667 46.50 56.67 11.90 47.90 43.10 43.10 COMPARATIVE AN•LTSIS ION OLASSI 3114 TEMPERED /T). 2659 Window W1011, Window 6.1901 20.000 (4) 35.373 ( 50.625 ( 63.000 16) 76.000 16) alp e•. nog yds alp pea nag Ie. net Pas 19.133 12) .135.00 55.67 -135.00 56.67 •131.80 56.67 .4.65 56.67 .73.01 56.67 65.67 24.000 12) •135.00 56.67 .13540 56.67 .134.21 66.67 .6481 56.67 43.64 26.600 (2) .135-00 66.67 .135.00 35.67 .123.95 16.67 -62.17 66.67 40.55 66.67 32.000 (2) - 135.00 56.67 -135.00 56.67 - 123.95 66.67 40.04 55.67 .56.41 56.61 37.000 (3) 435.00 56.67 .735.00 56.67 .115.74 56.47 40.4 56.67 .55.4 55.04 40.000 (3) .135.00 56.67 .12125 56.67 -103.4 56.67 40.04 65.67 35.00 55.00 44.000 13) •135.00 65.67 -10603 56.67 49.69 56.67 40.04 66.67 45.00 66.00 45.000 13) •13120 56.67 46.78 56.67 .79.72 66.67 .70-21 55.17 40.00 65.00 03.125 (4) 117.70 3667 45.39 65.67 49.62 56.67 40.56 56.67 45.00 55.00 MAX. HEIGHT 76.000" W 4 S MAX. u L 5" MAX. DAYLIGHT OPENIN 49.125" CENTERLIIjE OF MEETING RAIL - X MAX. WIDTH 53.125" MAX. FIXED LITE MAX. VENT DAYLIGHT OPENING 48.125" MAX. FIXED LITE HEIGHT FROM BOTTOM OF MEETING FAIL 37 5/8" MAX. FIXED LITE DAYLIGHT OPENING 34.500" 1 MAX. VENT DAYLIGHT OPENING 34.500" COMPARATIVE ANALYSIS NOTES: 1.1 N.m0.1. In )11VMIM6SI NI eunntily .1 Inclef. sot side. 2.) Ne0•1w• 01116. Leeds eased en Cemp.rnwa Analysis and 0101• Table 4.37111 51300. 3.) ...a.. D•slgn LOUIS Wiled en Cemp.ralw• Analysis and Wales Test Pr.s.9r•. 4.J Nemeers are ler 610 suave. at 116 t.peen.. (512 setae. may be .5.d Ina.•. et 9117s) 6.) Anchors 5.00' mad. tr.m •1.0 e.rwar and 5.00" mu. en ether .lde e1 meeting sail. Max. am Spada', M15 at Jame• and 20 •1 Wad and .111. -3/16 GLAZING DETAIL FRIJOUCT (wv(SFD as complying wil6 the Florida Balding Code Aec.puac9 No 02 -0702.02. E2plrat Date gg. 0J' M 631 Dade Prodigal Cann6 D(e9.)oa APPROV1.DAS COMITYlNG WITH THE SOUTH FLORIDA DIJILJ310 GORE O►TE SE IT E. j•O,zml or I4wn0 1- C1.aNdt PRODUCT CONTROL OMSION ULRLOING CODE COMPLIANCE OFFICE ACCEPTANCE NO.61 "°5 IU NON - IMPACT WINDOWS 1.) TEST REPORT. GLAZING. MAXIMUM SIZE A) FTL -2959. 3/16" TEMPERED, 53.125 x 76.000 8) FTL -2960, 3/16" ANNEALED. 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 2 OF 8 FOR SECTION DETAILS D Robert L. Clark, P.E PE 939712 Structural FAT INDUSTRIES Drown !ti: F.K. Me: 1070 TECHNOLOGY DANE P.O. 80X 15I9 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Rewd 8y: F.K. Go).: 8/31/1 Dale: 4/18/01 FLANGED W/ 3/16T OR 3/16A GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) S.6.. /Model: SH- 4000 Redsiens: REDRAWN Scel.: NTS Sneak 1 018 Or..ing No. 2736 Raw A — MAX. FIXED LITE MAX. HEIGHT 2.129" VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING i MAX. VENT DAYLIGHT OPENING Alk Robot L. Clark P PE 8.19712 Structural MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON— IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 B) FTL -2960, 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 2.000" PRODUCT REVISED ▪ aomplyls` why Iia .,arlda Acceptant< w, „,o� oz . oz Eaplrslbe Oak B y MN Dads Praha Bernd DMbn APPROVED AS C04PLYUNG VAIN THE 90UTH FLORIDA WILDING CODE OAT, 5Ev3o,leol Br Iskti 1 • 1....Atil . PRODUCT CONTROL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ND. 0 r — 0 51610 F INDUSTRIES Drown Br: F. K. 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS, FL 34274 Rend By: F. K. Dole: 8/31/1 Dole 4/18/01 SederNodee SH-4000 Rer■iona: REDRAWN SECTIONS FROM SHEET 1, 3/16 GLASS rue: ALUMINUM SINGLE HUNG WINDOW (TG —A) scat.: NTS Sheol: 2 08 Dra...q Na. 2736 Re 26.000 14) 35.375 14) 50.625 (4) 63.000 16) n.9 pee M56 Pee 11.9 pee ne9 Pee .75.00 56.67 .75.00 5667 .75.00 55.67 39.40 55.07 .75.00 6467 .75.00 56.67 .75.00 56.67 .59.50 5467 -75.00 51.67 .75.00 56.67 .70.00 55.67 .55.60 51.60 .75.00 96.67 47.60 56.117 .57.40 5447 •50.60 3040 *5.0. HEIGHT 76.000' MAO, MOTH 53.125' fOIED UTE DAYUCHT OP(NINO 09.125' O X - -- CENTERLINE Of MCD00C RM. -� - -- MAL 00(0 1112 OATUCNT OP(NINC 30.500' MAIL. 4E11 DAN1CHT 0PEN510 34.500' L 1 4.01[. VENT _1 DA OPENiNC 40.123' p 1cHT 1011( *1017 27.000' MAR. 700(0 III( OAYl1CN5 OPENING 23.007' Mtr. 01170 UTE NEIOM TROY 007104 Of 4RT040 AAA 37 5/5' 0 -- CEMERUO( Of 02(7002 RAIL - - WOE Ili AOl a.UGMT OPCNw0 26.000' MAO. FIXED UTE HEIGHT 7000 901204 Of MEETING N)L 31 1 /0' FTL -2961 FTL -2963 C0M1•A547100 *)4.017513 !OM: 0LA53: 050 AN 071.. 2961 Wlneew 511401. 19.123 (2) 34.000 (2) 26.300 (21 32.000 (2) 37.000 1 40.000 (2) 44.000 (3) 44000 (3) Minden H•15411 26.000 (41 n.9 .75.00 .75.00 .75.00 - 75.00 .75.00 .73.00 .75.00 .75.00 53.123 (4) .70.60 0.• 5467 5467 5467 5467 5467 5467 5467 56.67 5607 30.375 (41 nog .75.00 45.00 .75.00 47.00 .56.60 •32.50 47.50 .47.10 4.3.20 55.67 56.67 5667 5667 5650 52.50 47.60 45.50 43.20 50.529 (4) n.9 .73.00 .74.60 .70.00 .57.40 49.40 43.30 46 00 -25.70 •20.90 pee 56.67 5467 9157 5467 49.60 45.20 4600 2470 30.10 63.000 (6) 11.1 36.79 .50.51 45.27 46.02 43.70 40.20 .3670 .33.70 45.70 Pee 96.67 50.91 45.27 4402 43.70 40.20 34.70 33.70 25.70 76.000 (5) n.9 43.57 46.15 .35.33 .33.94 43.02 .33.00 •32.10 .39.60 .27.60 po• 42.51 341■ 35413 • '3354 33.02 33.00 32.00 29 .00 27.60 COM PARATI70 ANA 17103 PO RI 01453: 059' 00900.0 WI41h 55.125 (2) 24.000 121 26.500 (2) 33.000 (3) 37.000 (3) NON- IMPACT WINDOWS L) TEST REPORT. GLAZING. MAXIMUM SIZE • A) FTL - 2961. ) /8' DOUBLE STRENGTH ANNEALED. 53.125 x 76.000 B) FTL - 2963. I /8" OO•✓BLE STRENGTH ANNEALED. 37.000 r 63.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS .1) PRESSURES UNDER 40 PS(' ARE NOT APPLICABLE IN MIAMI -DADS COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION DETAILS COMPARAT105 *0417013 NOTES: 1.1 Humbs. In ( (oM.nth•s•• are 9..•111101 e( anchors no .1d., I./Negative O•algn b•4. based en Cemp.ratN• Analysis and Glass Table *37M 11300. 3.1 Pe.I1,1.. Owls. Load. bawd on Comparative An/Ayala and 51•15. last .e.e.W.. 4.) Nurnberu We 1170 screws et 311r 7,550 .. (315 scrams may be 55•4 151.104 of 010 5.) Anchises S.Or m11a ham each corner and 5.00' man en either .14• of meeting r.IL Max. .nenar .pacing et 13• •I lambs and 20' .1 h..d end 901. Window N•Ight 1/8 GLAZING DETAIL .70.00 56.67 .55.90 0450 45.60 49.60 4.7.70 4]. 011, 2963 PRODUCT REVISED u complying »1(6160 Florida Balding Cade Accapa..e No 42-07 *2.02 Ecp // lniing Data Y)(.7 i B7._y MIs Dade hvdM, Cos lr9) Milos APPROVED AP(OS) WTI( THE 80(/7)0 806601 BUIUNNG 000E DATE 5-C, 3 200) Br PN0O(XTC01 TX 0013700 BU)(DNG 2006 ) 0MPuANCE 0Ff10E ACCEPTA440E NO O I- D T/6. I p i f 4AO. 1121CH1 62.000' MAO. 0(NT DATIICHT 00(404 31.515' 45.0. KM DAYLIGHT OPENING 29.000' Robert L Cl rk P.E. Ro PE 839712 Slructu al �sT INDUSTRIES ao•n By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOXOMIS. FL 34275 00001415. FL 34274 Re.Sd 8)' F.K. ,Dote: 8/3 I/1 NU: 4 /78/01 FLANGED W/ DSB GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) Series /Made): ( SH 4000 Re.rions: REDRAWN 5co). NTS Sheet: 3 a8 Oso.inq No. 2736 R..: A • MAX. HEIGHT — MAX. FIXED LI'IL MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING MAX. DAYLIGHT OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION PRODUCT R1iVNEI1 as comprying o its roe Florid. DWd1op Code Acceptance No 024 vL02 EeplretIoa Du 070[. Mk Dole Prodacl Control Mer i 2.000" NON- IMPACT WINDOWS ) TEST REPORT.. GLAZING, MAXIMUM SIZE A) FTL -2961, 1/8" DOUBLE STRENGTH ANNEALED, 53.125 x 76.000 B) FTL -2963, 1/8" DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS APPROVED AS COMPLYUIO IMTN TIE 3OUTN FLORIDA D 2 UILDI 000E DATE Sa � p y: , tool 6Y S4 cy 1 1. 644 ..1.. PRODUCT CdrtRM 0144.9011 W ILdNG CODE COMPLIANCE OFFICE ACCEPTANCE NO 0 -O5 16 • 10 VERTICAL SECTION kohcrt L. Clark PE PE 939712 Structural FAT INDUSTRIES aoen er: F.K. 1070 TECHNOLOGY DRIVE P.O. 90X 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Rewd &: F.K. Dote: 8/31/1 Dote. 4 /18/01 SECTIONS FROM SHEET 3, 1/8 GLASS CNN ALUMINUM SINGLE HUNG WINDOW (TG -A) Sever /Uodec SH -4000 Rene(one: REDRAWN Score NTS Sheet: 4 ar 8 Ocneing No. 2736 ReA • 61.X. MICM 46.750' T 5' MU. 0 -- CEMERUNE W 1RE71NG AWL - X i Lux fa(0 UIt M DAYUG OPENING 20.750' VAX. VENT 50UGI17 OPENING 20.750' 1,) V.U. MET) L 6X 6. VENT OATUGJ OPENING 41.000' VAX. w10124 37.000' NAY. HE E0 UIE 00061 f1206 9011014 6117 Or 141E RAIL 23 7/6' FTL -2962 NON- IMPACT WINDOWS TEST REPORT. GLAZING. MAXIMUM SIZE A) F7L -2962. 3/32" SINGLE STRENGTH ANNEALED. 8) FTL -2964. 3/32' SINGLE STRENGTH ANNEALED. 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS .3)'PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN SHEET 6 OF 8 FOR SECTION DETAILS FTL -2964 COMPARATIVE ANALYSIS FOP CLASS: 550 ANNEALED P TL. 2042 " Winder Width 90.125 (2) 24.000 (I) 20.500 (2) 12.000 (3) 31.000 (3) 40.000 (3) 44.000 (3) 44.000 (3) 53.129 (4) 26.000 (4) /leg .75.00 •75.00 .75.00 -66.70 .63.70 -62.90 .59.60 •67.60 •55.90 POs 55.67 50.17 60.67 96.67 96.67 5607 50.67 6167 5160 Window N NON 30.375 (4) ns9 •56.44 -56.44 -65.00 .39.30 •X90 -30.00 -37.70 •25.00 Po• 60.44 64.41 56.44 4.00 39.30 34.40 30.20 27.70 15.00 40.750 (4) net .34.70 .35.01 -36.00 -35.00 •39.00 -33.90 -30.20 -26.70 -22.60 P0• 36.70 35.01 3100 35.00 35.00 33.10 30.30 20.70 23.60 GOMPARATIV6ANALT 313 VOW 0433: 3519600[6110 Pit. 3964 Window Width 11.125 (2) 24.000 (2) 26500 (2) 22.000 (3) 37.000 (3) Window Ne19M 26.000 (4) n.9 .75.00 .79.00 •75.00 -61.70 .60.29 56.67 50.67 56.67 5667 06.67 36-375 ( nog .75.00 47.00 -60.70 65.00 -39.30 Pet 5067 56.47 56.67 46.00 50.625 (4) ) 63.000 (4) nog 43.50 -55.10 -54.60 -43.60 39.30 -36.40 Peg 56.57 59.10 50.90 42.60 36.40 nog -44.70 .44.40 -41.90 -35.70 41.10 009 46.70 4440 •1.90 35.70 31.10 70.000 (6) nog .43.40 .30.64 .37.19 .32.10 .26.10 009 •2.40 36.64 57.19 32.50 25.10 COMPARATIVE 64561.7519 NOTES 1.1 NPm9MS In) Oarsnth.MS We .VSn(IM of anchors 94, s10s 2.) N0ga1N• D..IOn Lnad. based en CNnpar./l.• Analysis and 01..9 Table *5106 11300. 3.) P..Itly D.din teed. b0.d on C.rap.a6.• Analysis and water Test Pru.90.. 4.) Numbs. u. ter ■10 screws er 3116 Topton.. (092 .wows may be .41.4 10.1..4 of 610'.) 5.) An ors 5.00" maa. hem •ach corner and 5.00 - maa. on .IIMI alas of mooting fa IL Masi ancNer .pacing el 16 at ).min. and 20 head and MIL. 53. 25 x <8.750 37.000 x 70.000 MIAMI -DADE COUNTY 3/32 GLAZING DETAIL PRODUCT' 11 ill: V15(!) 05 complying .1t6 44 Dodds Bolding Code /impurity No OZ e 2. O2 Exploiting Date AjIIS7f'1 B - Min Dui* Prcd9N Coo tld Division APPROVED AS CCMPLYINO 416TH Tit SOUTH FLORIDA BWEDR4 000E DATE S CIT 30, Lodi 87 ).1'144.4-1- 4100UCT CONTROL DMSIOM OU401NG CODE EOMPUANCE OFfl t ACCEPTANCE NO I . • 10 70 Robert L. (.lark. P.E. PE 1139712 Structural INDUSTRIES Drown By: F.K. 1070 TECHNOLOGY CHINE P.O. BOX 1529 NOKOMIS. FL 34275 900061S, FL 34274 Reed By: F.K. Dole: 8/31/1 � te 4/18/01 FLANGED W/ SSB GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) S.ne./Uodtl: SH -4000 Re.:vons: REDRAWN Scaly NTS Sheol: 5 p Oro.4N No. 2 73 6 r W.X. 1010 UTE DAYUGM OPENING 33.000' I 0 sr u+3n3tlNO3a , ----- O - �E^ CEMERUNE Or NEETN0 RAIL - - - - --- 10' HECHT 000' l lc 1 / M OATUG 31.373' 1 wX.' OPERNC - E VE nATI& IN 144 NT N7 OPENING 32.000' 61.X. MICM 46.750' T 5' MU. 0 -- CEMERUNE W 1RE71NG AWL - X i Lux fa(0 UIt M DAYUG OPENING 20.750' VAX. VENT 50UGI17 OPENING 20.750' 1,) V.U. MET) L 6X 6. VENT OATUGJ OPENING 41.000' VAX. w10124 37.000' NAY. HE E0 UIE 00061 f1206 9011014 6117 Or 141E RAIL 23 7/6' FTL -2962 NON- IMPACT WINDOWS TEST REPORT. GLAZING. MAXIMUM SIZE A) F7L -2962. 3/32" SINGLE STRENGTH ANNEALED. 8) FTL -2964. 3/32' SINGLE STRENGTH ANNEALED. 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS .3)'PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN SHEET 6 OF 8 FOR SECTION DETAILS FTL -2964 COMPARATIVE ANALYSIS FOP CLASS: 550 ANNEALED P TL. 2042 " Winder Width 90.125 (2) 24.000 (I) 20.500 (2) 12.000 (3) 31.000 (3) 40.000 (3) 44.000 (3) 44.000 (3) 53.129 (4) 26.000 (4) /leg .75.00 •75.00 .75.00 -66.70 .63.70 -62.90 .59.60 •67.60 •55.90 POs 55.67 50.17 60.67 96.67 96.67 5607 50.67 6167 5160 Window N NON 30.375 (4) ns9 •56.44 -56.44 -65.00 .39.30 •X90 -30.00 -37.70 •25.00 Po• 60.44 64.41 56.44 4.00 39.30 34.40 30.20 27.70 15.00 40.750 (4) net .34.70 .35.01 -36.00 -35.00 •39.00 -33.90 -30.20 -26.70 -22.60 P0• 36.70 35.01 3100 35.00 35.00 33.10 30.30 20.70 23.60 GOMPARATIV6ANALT 313 VOW 0433: 3519600[6110 Pit. 3964 Window Width 11.125 (2) 24.000 (2) 26500 (2) 22.000 (3) 37.000 (3) Window Ne19M 26.000 (4) n.9 .75.00 .79.00 •75.00 -61.70 .60.29 56.67 50.67 56.67 5667 06.67 36-375 ( nog .75.00 47.00 -60.70 65.00 -39.30 Pet 5067 56.47 56.67 46.00 50.625 (4) ) 63.000 (4) nog 43.50 -55.10 -54.60 -43.60 39.30 -36.40 Peg 56.57 59.10 50.90 42.60 36.40 nog -44.70 .44.40 -41.90 -35.70 41.10 009 46.70 4440 •1.90 35.70 31.10 70.000 (6) nog .43.40 .30.64 .37.19 .32.10 .26.10 009 •2.40 36.64 57.19 32.50 25.10 COMPARATIVE 64561.7519 NOTES 1.1 NPm9MS In) Oarsnth.MS We .VSn(IM of anchors 94, s10s 2.) N0ga1N• D..IOn Lnad. based en CNnpar./l.• Analysis and 01..9 Table *5106 11300. 3.) P..Itly D.din teed. b0.d on C.rap.a6.• Analysis and water Test Pru.90.. 4.) Numbs. u. ter ■10 screws er 3116 Topton.. (092 .wows may be .41.4 10.1..4 of 610'.) 5.) An ors 5.00" maa. hem •ach corner and 5.00 - maa. on .IIMI alas of mooting fa IL Masi ancNer .pacing el 16 at ).min. and 20 head and MIL. 53. 25 x <8.750 37.000 x 70.000 MIAMI -DADE COUNTY 3/32 GLAZING DETAIL PRODUCT' 11 ill: V15(!) 05 complying .1t6 44 Dodds Bolding Code /impurity No OZ e 2. O2 Exploiting Date AjIIS7f'1 B - Min Dui* Prcd9N Coo tld Division APPROVED AS CCMPLYINO 416TH Tit SOUTH FLORIDA BWEDR4 000E DATE S CIT 30, Lodi 87 ).1'144.4-1- 4100UCT CONTROL DMSIOM OU401NG CODE EOMPUANCE OFfl t ACCEPTANCE NO I . • 10 70 Robert L. (.lark. P.E. PE 1139712 Structural INDUSTRIES Drown By: F.K. 1070 TECHNOLOGY CHINE P.O. BOX 1529 NOKOMIS. FL 34275 900061S, FL 34274 Reed By: F.K. Dole: 8/31/1 � te 4/18/01 FLANGED W/ SSB GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) S.ne./Uodtl: SH -4000 Re.:vons: REDRAWN Scaly NTS Sheol: 5 p Oro.4N No. 2 73 6 r MAX. HEIGHT — MAX. FIXED LITE 2.129" MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON— IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM. SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, B) FTL -2964, 3/32" SINGLE STRENGTH ANNEALED. 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Re.lvenv REDRAWN 2.000" 53.125 x 48.750 37.000 x 70.000 PRODUCT REVISED hn camplYlai with O. Fbeld. Duldlog cod. Aca,p.nce N. 0 702. 02 EapIr.11oo 011 Arm. Dude Prothro ce.,.d Dlrib. APPROVED AS COMPL79GG VA TN T HE JO117N FLORIDA BUILDING COOS VERTICAL SECTION 4& / &I Robert L. a PE. PE a 39712 sowed • J.. • L T_ INDUSTRIES Oro.. By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOK01.15. FL 34275 NOKOMIS. FL 34274 Rend By. Dote: F.K. 8/31/1 e 4/18/01 SECTIONS FROM SHEET 5, 3/32 GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) Series /Model: SH -4000 5eep: NTS S...I: 6 er 8 Ore.fnq No. . 2736 ogre SO 30, 2401 e, \Sl.A \ \. LL•., 1� P oO .LET C43IflHOLDIN51I4 eUUA04 LOGE COIiumcEcFr)C! m- 0511,40 II 0 1.609 1. 1.452 2.000 --•-' -t- -.062 .500 16� � r� -f— 2.129 Ot HEAD EXTRUSION 1.369 2.600 t.023 .063 2.100 L J 676 .050 .5 1 2.050 1 0 SILL EXTRUSION .750 1-�— 1.582 .062 1.010 ® STANDARD ITEM 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 DESCRIPTION FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL SASH SIDE RAIL SASH STOP SASH CAM INSERT (L.H. �B x .750 QUAD PAN HEAD SMS WEATHERSTRIP, VINYL BULB W /LEAF SWEEP LATCH 18 x .625 PHILLIPS FLAT HEAD SMS BALANCE WEATHERSTRIP, .187 x .270 FIN WEATHERSTRIP, .187 x .200, FIN BALANCE TAKE —OUT CLIP SILICON GLAZING SEALANT SS6 3/32 ANNEALED CLASS OSB 1/8" ANNEALED GLASS SSB & DSB GLAZING BEAD 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 3/16" GLAZING BEAD /8 x 1.000 QUAD PAN HEAD SMS 1" x 1.5" OPEN CELL FOAM PAD SCREEN ASSEMBLY PGT # 62703 62704 62705 6534521 6534522 6534523 6534524 66387 42800 7834PA 6TP249 71096 7858 61062 67919 7121 UM 62899 65200 65196 78 1PO VENDOR 6063-16 6063-16 6063-16 6063 — T6 6063 — T6 6063— T6 6063 -76 6063 —T6 PCT SPENCER OR = TEAM PLASTICS MINIATURE DIE CASTING SPENCER OR = CALOWELL TEAM PLASTICS SCHLECEL CALDWELL DOW, GE OR EOUAL FLORIDA SCREEN OR = FLORIDA SCREEN OR = SPENCER OR = VENDOR #, 534571 534522 534523 534524 AF -6387 TP -249 PGT.214.XX FS7826— 187 FS7919— 187 05 -200 05— 196 L -1.963 ® JAMB EXTRUSION .062 .062 MEETING RAIL SASH . BOTTOM SASH SIDE 562 RAIL EXTRUSION � - .050 .926 1.187 PRODUCT REVISED n complying wHa7 flaetde DaWlag Code Aeeepaaee No - ? .02 Eaplealtaa Date sL By MV 1 Dade Ieodom Coatnt Oieluna APPROVO9 A5 CLUPLY110 M1TH THE SOUTH FLO IDA 0ADDM3000e DATE 519 3 0. Lea I BY 1St. 1 • PRODUCT CONTROL OMSION BUILDING CODE COMPUANCC OFFICE t- 0516.10 © SASH TOP RAIL EXTRUSION REFERENCE TEST REPORTS: FTL -2959, FTL -2960, FTL -2961 FTL -2962, FTL -2963, FTL -2964 RAIL EXTRUSION 44k (1/ Robert L. Clark, P.E. PE 639712 Structural INDUSTRIES Drawn By: F.K. 1070 TECHNOLOGY ORME P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Rena B1: Da1e: F.K. 8/31/1 Dal e 4/18/01 PROFILES & PARTS LIST Tat.: ALUMINUM SINGLE HUNG WINDOW (TG -A) Series/Nadel: SH -4000 Ar A.4IN cos: REDRAWN 5c„. NTS Snell: 7 a18 Drawing Na 2736 Row A TYPICAL HEAD CONFIGURATIONS 2 x WOOD BUCK .250 MAX. 1.250 /I0 PANHEAD OR /12 PANHEAD /70 PANHEAD OR /12 PANHEAD r— .250 mkt ' 1 1.250 2 x WOOD BUCK TYPICAL SILL CONFIGURATIONS TYPICAL JAMB CONFIGURATIONS 110 PANHEAD OR 112 PANHEAD —1 1.250 .250 MAX. ----I 1.250 PRODUCT REVISED eu eompiying with be Florida Bolding Code A ccep. 0e No 0 Z- 0302.. OZ Efpintoo D .te___ _ _ Ml cI te r MV Dads Prod Cootrd OWN e 2 x WOOD BUCK APPROVED AS COMPLYING WIN NE SOUTH FLOROA BUILDING 000E DATE 5e rlEMOE1- 30 Lso1 BY I • <- .A4— PRODUCT CONTROL DMSSON BUILDING COOS CDMPlw1GE OFFICE ACCEPTANCE NO OI— O SIC• lO 7v 3� Rohcrt l_ Cla k. P.E. PE 1139712 NOTES .) REFERENCE TEST REPORTS: FTL- 2959. FTC- 2960. FTL -2961. FTC-2962. FTL -2963. FTL -2964 2.) ANCHORS ARE /10 SCREWS OR J /16" TAPCONS. (/12 SCREWS MAY BE USED INSTEAD) S1rt1c1ura7 J.) ANCHORS ARE LOCATED 5" MAXIMUM FROM 5 EACH CORNER AND " MAXIMUM ON EITHER SIDE OF MEETING RAIL. MAXIMUM ANCHOR SPACING OF 16" AT JAMBS AND 20" AT HEAD AND SILL. INDUSTRIES Drove By: F.K. rue.• 1070 TECHNOLOGY 0RNE P.O. BOX 1529 NOKOMIS. Fl 34275 NOKOMIS. 71.. 34274 Rend Byi Dele: F.K. 8/31/1 Ddte:4/ 18/01 ANCHORAGE DETAILS Sene./Ned.I: SH— 4000 Recision.: REDRAWN ALUMINUM SINGLE HUNG WINDOW (TG —A) SeoM: NTS Sheet: 8 a 8 0rowinq No. 2 736 RsA M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) rIIA%II - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2905 1'GT Industries 1070 Technology Drive 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 AFIJ (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 AFIJ 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 I lurricanc Zone of the Florida Building Code. DESCRIPTION: Series HR -201 Aluminum Horizontal Sliding Window with Iteavy Duty Meeting Rail APPROVAL DOCUMENT: Drawing No. 268 -2, titled "Alum. l loriz. Roller (l ID. MTG. Rail) ", sheets 1 through 9, prepared, signed and scaled by Robert Clark, P.L. dated 5/10/02, hearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 he 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 he provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at the request of the I3uilding Official. The submitted documentation was reviewed by Raul Rodriguez NOA No 02- 0313.09 Expiration Date: June.27, 2007. Approval Date: June 27, 2002 l'agc 1 GLASS TYPE:. A. 3(16" ANNEALED (FTL -3331) ' : B. 3/16" TEMPERED (FTL -3330) WINDOW WIDTH 26.500 (4) 37.000 (4) 44.000 (4) 53.125 (4) 63 000 (6) 74.000 (6) A. B. C. A. B. C. A. B. C. A. B. C. A. B. C. A. B. C. 26.000 (2) NEG -120.0 -135.0 -120.0 -120.0 -135.0 -120.0 -120.0 -127.3 -113.1 -87.4 -87.4 -77.6 -64.0 - 64.0 -56.9 -49.4 -49.4 -43.9 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56 0 56 0 56.0 56 0 56 0 56.0 49.4 49.4 43.9 COMPARATIVE ANALYSIS - TABLE 1. 0 38.375 (3) NEG -120.0 -135.0 -120.0 -120.0 -135.0 -120.0 -101.6 -127.3 -101.6 -81.4 -87.3 -77.6 -62.1 -62.1 -55.2 -45.0 -45.0 -40.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 560 56.0 56.0 56.0 56.0 56.0 56.0 55.2 45.0 45.0 40.0 44.000 (3) NEG -120.0 - 135.0 -120.0 -119.5 -135.0 -119.5 -89.8 -122 7 -89.8 -70.5 -87.3 -70 5 -60.8 -62.1 -55.2 -45.0 -45.0 -40.0 C. 1)2" I.G. - 3/16A,3/165,1/8A (FTL - 3332)... WINDOW HEIGHT POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 55.2 45.0 45.0 40.0 50.625 (4) NEG -120.0 -135.0 -120.0 -109.1 -116.4 -103.4 -79.7 -102.2 -79.7 -59.1 -87.3 -59.1 -51.8 -62.1 -51.8 -45.0 -45.0 -40.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 51.8 56.0 51.8 45.0 45.0 40.0 63.000 (4) NEG -119.3 -119.3 -106.0 -89.6 -89.6 -79.6 -68.9 -77.9 -68.9 -48.5 -67.4 -48.5 -39.5 -59.8 -39.5 -36.7 -45.0 -36.7 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 48.5 56.0 48.5 39.5 56.0 39.5 36.7 45.0 36.7 72.000 (5) NEG -102.8 -102.8 -91.4 -76.7 -76.7 -68.2 -65.5 -66.4 -59.0 -44.5 -57.1 -44.5 -34.7 -50.3 -34.7 -31.0 -45.0 -31.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 44.5 56.0 44.5 34.7 50.3 34.7 31.0 45.0 31.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY 0 F ANCHORS PER SIDE. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED. 3/16" TEMPERED. 1/2" IC (3/16A,3/16S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. . 3. CONFIGURATIONS: OX. X0 4. REFERENCE TEST REPORTS: FTL -3330, FTL3331 & FTL -3332 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE 6. NARROW JOINT SEAM SEALANT IS USED ON ALL 1. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. REQUIRED. CORNERS AND AT EACH FIXED MEETING RAIL. 6" MAX. TYP. ?2 MAX HEIGHT 66 " MAX OPER. LIT DAYLIGHT OPENING 6" MAX. TYP. Ronal L. Clark. P.E. PE 139712 itH lur,l 33 1/2" MAX OPER. LITE DAYLIGHT OPENING E x r.>m O 6" MAX ! �® MAX E ANCHORAGE NOTE 7) MEETIN G RAIL CENTERLINE 67 1/ FIXED DAYL OPE OUTSIDE - SEE SHEET 2 FOR SECTION DETA,LS INDUSTRIES 1070 TECHNOLOGY DRNE NOKOUIS, FL 34275 PA. BOX 1529 NOKOMIS, Fl 34274 Rersd By: Rersd By FK Oro.n By F.K. Description: 74" MAX WIDTH Dole: Dole: 4/23/02 Oale: 1/23/02 33 1/2" MAX FIXED LITE DAYLIGHT OPENING 18" MAX. TY P. I f Revisions. Rer:nons: ADD ANCHOR DIM. OX, XO ELEVATION, 74Wx72H rne: " MAX LITE GHT ZINC 17" MAX. TYP. A Approved as Samplyla{ with tat Muria. w,wine Cede D.l<S Z.-0° 1 NOM 0 t- 81,7. Miami Dade Nesdacl Guar YJ ALUM. HORIZ. ROLLER (HD. MTG. RAI) 5 <nes /MOJe< Seale: Sheet: Oro -'no No. R.r' HR -201 NTS 1 of 9 268 -2 • • i MAX HEIGHT OUTSIDE A FIXED LITE DAYLIGHT OPENING o \ VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL -3330 FTL-3331 FIL -3332 OUTSIDE OPER. LITE DAYLIGHT OPENING 3/16" ANNEALED OR 3/16" TEMPERED MAX WID"H HORIZONTAL SECTION MONOLITHIC GLASS INSIDE FIXED LITE DAYLIGHT OPENING INSIDE INSULATED GLASS Robert L. Clark, P.E. PF. 139712 Struclara 3/16" ANNEALED 3/16" AIR SPACE 1/2" NOMINAL INSULATED CLASS GLAZING DETAILS FAT INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. OM 1529 NOKOMIS. Fl 34274 Revsd By: Revsd B FK Dro n By F.K. Date: Orate: 4/23/02 Oole: 1/23/02 1/8" ANNEALED Revisions: Revision ADD INF /EXT DESIG. APPrv.ed as complying with IEe Flcrid4 fluidise rude 1)ele 1v.[ e2, L ' NOAH e e •a]s a t Miami UU.&P act Caoft Ilirmi flr Oeecription: OX, XO SECTIONS & GLAZING, 74Wx721-I rue ALUM. HOR!Z. ROLLER (HO. MTG. RAIL) Series /Model: HR -201 Score: NTS Sneer: Oro.inq Ro. 2 0 9 I 268 -2 r... COMPARATIVE ANALYSIS - TABLE 2. a GLASS TYPE: A. 3/16" ANNEALED (FTL -3334) B. 3/16" TEMPERED (FTL -3333) WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (3) 44.000 (3) 50.625 (4) 63.000 (4) NEG POS NEG POS NEG POS NEG POS NEG POS 26.500 (4) A. -120.0 56.0 -120.0 56.0 -120.0 I 56.0 -120.0 56.0 -110.2 56.0 8. -135.0 56.0 . -135.0 56.0 -135.0 56.0 -135.0 56.0 -132.3 56.0 37.000 (4) A. -120.0 56.0 -120.0 56.0 -119.5 56.0 -107.6 56.0 -82.8 56.0 B. -135.0 56.0 -135.0 56.0 -135.0 56.0 -129.1 56.0 -99.3 56.0 44.000 (4) A. -120.0 56.0 - 101.6 56.0 -89.8 56.0 -79.7 56.0 -68.9 56.0 B. -135.0 56.0 -135.0 56.0 -135.0 56.0 -113.3 56.0 -86.4 56.0 53.125 (4) A. -97.1 56.0 -81.4 56.0 -70.5 56.0 -59.1 56.0 -48.5 48.5 8, -116.5 56.0 -116.4 56.0 -116.4 56.0 -99.6 56.0 -74.8 56.0 63.000 (4) A. -71.2 56.0 -69.0 56.0 -60.8 56.0 -51.8 51.8 -39.5 39.5 B. -85.4 56.0 -82.8 56.0 -82.8 56.0 -82.8 56.0 -66.4 56.0 74.000 (4) A. -54.8 49.4 -50.0 45.0 -50.0 45.0 -46.9 45.0 -36.7 36.7 B. -65.8 56.0 -60.0 55.0 -60.0 55.0 -60.0 55.0 -60.0 55.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED. 3/16" TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX, XO 4. REFERENCE TEST REPORTS: FTL -3333 & 1 -3334 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. 7. ON ALL CORNERS ANO AT EACH FIXED MEETING RAIL. NARROW JOINT SEAM SEALANT IS USED ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. 6 6" MAX. TYP. 63 MAX HEIGHT 4 57" OPER DAYL OPE 6" MA © TYP. Robert L. Clark, P.E. PE 139712 Strut turn! • 33 1/2" MAX OPER. LITE DAYLIGHT OPENING MAX . LITE IGHT NING l tir X SEE AN f , 6" MAX O ' MAX M EETING R AIL 58 1/ FIXED DAYL - OPE OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOIMS, FL 34275 P.O. 909 1529 NOK0u15, FL 34274 74" MAX WIDTH 33 1 MAX FIXED /2" LITE DAYLIGHT OPENING " A o l8 TYP MX. . OX, XO ELEVATION, 74Wx63H MAX LITE GHT INC 17" MAX. TYP. Approved .a aunplYh10 lh the Florida Raiding Code D.le Tv.* 'Ll. ". L NOM o f t-o5 15• °7 ` Dirbl Dade Y� c1 C /!' I liriJa nu<: ALUM. HORIZ. ROLLER ,(HD. MTG. RAIL) genes /Model: Scale: SAW : P -o.inq No Rev HR -201 • NTS 3 a7 9 268 -2 MAX HEIGHT FIXED LITE DAYLIGHT OPENING VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING i p TEST REPORTS: FTL -3333 FTL -3334 OPER. LITE DAYLIGHT OPENING HORIZONTAL SECTION OUTSIDE o Robed L. Clark. P.E. PE 139712 e_Irus9u:of MAX WIDTH 3/16" ANNEALED OR 3/16" TEMPERED MONOLITHIC GLASS INDUSTRIES 1070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.D. BOx 1529 NOKOMIS. FL 34274 GLAZ NG DETAIL Rerso By: Re.s4 Br FK Drown By F. K. Oucrip6on: FIXED LITE DAYLIGHT OPENING Dote: INSIDE OUTSIDE INSIDE Dole: 4/23/02 Dote: 1/23/02 Re..srons. Re.ions: A00 INr /Exr OESIG 2 ,Lppnncd w sumpirm: wiI5 me Ylorid• lluidinp Cuter o 0 L Uem 7,�rc Z� NDwn t : and Dade r el Cou Dl .t,wo ur OX, XO SECTIONS & GLAZING, 74Wx6311 011.: ALUM. HORIZ. ROLLER [HD. MTG. RAIL) sees /uaeec Scale: sneer Oro ...nq No. Re HR -201 NTS 4 ar 9 268 -2 A COMPARATIVE ANALYSIS - TABLE 3. GLASS TYPE; A. 3/16" ANNEALED (FTL- 3328) B. 3/16" (FTL -3327) WINDOW WIDTH 53.125 (6) 74.000 (7) 90.000 (7) 106.375 (8) 111.000 (8) 120.000 (8) A. B. C. A. B. C. A. B. C. A. B. C. A. B. C. A. B. C. 26.000 (2) NEG -135.0 -135.0 -135.0 -92.9 -131.5 -92.9 -79.4 -88.9 -79.4 -63.7 -63.7 -57.3 -58.7 -58.7 -52.B -50.9 -50.9 -45.8 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 50.9 52.8 52.8 46.9 45.8 45.8 40.7 38.375 (3) NEG POS -84.5 -135.0 -84.5 -64.6 -131.5 -64.6 -52.4 -88.9 -52.4 -43.8 -63.6 -43.8 -42.0 -58.4 -42.0 -38.2 -50.0 -38.2 56.0 56.0 56.0 56.0 56.0 56.0 52.4 56.0 52.4 43.8 56.0 43.8 42.0 52.6 42.0 38.2 45.0 38.2 44.000 (3) NEG -73.0 -130.3 -73.0 -56.2 -107.8 -56.2 -48.4 -88.9 -48.4 -40.8 -63.6 -40.8 -39.4 -58.4 -39.4 -36.6 -50.0 -36.6 306/0/166;1/8A (FTL -3329) ,. WINDOW HEIGHT POS 56.0 56.0 56.0 56.0 56.0 56.0 48.4 56.0 48.4 40.8 56.0 40.8 39.4 52.6 39.4 36.6 45.0 36.6 50.625 (4) NEG -61.2 -108.5 -61.2 -48.3 -87.5 -48.3 -43.3 -79.5 -43.3 -38.0 -63.6 -38.0 -36.5 -58.4 -36.5 -33.8 -50.0 -33.8 POS 56.0 56.0 '56.0 48.3 56.0 48.3 43.3 56.0 43.3 38.0 56.0 38.0 36.5 52.6 36.5 33.8 45.0 33.8 63.000 (4) NEG -82.6 -82.6 -61.2 -37.4 -64.8 -37.4 -34.9 -57.3 -34.9 -31.5 -52.5 -31.5 -30.6 -51.5 -30.6 -29.2 -50.0 -29.2 POS 56.0 56.0 56.0 37.4 56.0 37.4 34.9 51.5 34.9 31.5 47.2 31.5 30.6 46.4 30.6 29.2 45.0 29.2 TABLE NOTE: NUMBERS IN (( PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 63" MAX. HEIGHT A 6" MAX. TIP. 57 " MAX OPER. LITE DAYLIGHT OPENING TYP. (2) 26 1/2" MAX OPER. LITE DAYLIGHT OPENING 56 1/4" MAX FIXED LITE 18" MAX. X f TYP. (2) DAYLIGHT OPENING O m SPACING -( TYP. x 58 1 / FIXED DAYL OPE 17" MAX. --j TYP " MAX LITE CHT INC 6" MAX.] © TYP. NON - IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED. 3/16" TEMPERED, 1/2" IG (3/16A,3/165, 1 /BA) 2. DESIGN PRESSURE RATING: SEE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL -3327, FTL -3328 & FTL -3329 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REOUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6 ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17 SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DAD COUNTY. 1 0. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. Robe it L. Clark. P.E. PE 139712 Structural 6" MAX. I ' 6 MAX. rid f 6" MAX ! ! 6" MAX MEETING RAIL CENTERLINE (SEE ANCHORAGE NOTE 7) 120" MAX WIDTH OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOK 1529 NOKOMIS. FL 34274 Rersd By: Re.sa By: FK Drown By: F.K. Dote: Dote: 4/23/02 Date: 1/23/02 Rewsrons. Renpons ADD ANCHOR DIM. XOX ELEVATION, 120Wx63H flue: HR -201 NTS 5 ar 9 268 -2 Approved s. cumtJ7lsc N ith the Florida Iluidial; Cute Detc 1w- 1 /'s a NU tui Dade Mbai DeJc� un Coa Di■ul 1 ALUM. HORIZ. ROLLER (.HD. MTG. RAIL) eer�ee /MOeel� Scale $neef: D.a"ina No. Rae: • y MAX HEIGHT OUTSIDE AN FIXED LITE DAYLIGHT OPENING 2" VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 OUTSIDE & 3/16" ANNEALED I OR 3/16" TEMPERED MONOLITHIC GLASS r—r — 1 Roden L Clork. P.E T'E #39712 St•::clurol INSIDE FIXED LITE DAYLIGHT OPENING OUTSIDE MAX WIDTH HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY OWE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 OUTSIDE ,R INSULATED GLASS INSIDE 7/16" NOM. — GLASS BITE TYP. (4) 3/16" ANNEALED - 3/16" AIR SPACE - 1/2" NOMINAL_ INSULATED GLASS GLAZING DETAILS Rev,a By: Rend By: FK Drawn 97 F K. Oe,ceioron XOX SECTIONS' & GLAZING, 120Wx63H ntle Dole: Dole: 4/23/02 Dole: 1/23/02 Rcviaion,: Revi,ion,: ADD INT /EXT DESIC. INSIDE OPER. LITE DAYLIGHT OPENING TYP. (2) 1 AVProval e1 cum1J7 w illr t he }'lurid. Ouidin¢ Cur, L Lam NOAU a Wand Dade t• 11 Co0 rat Divblun By ALUM. HORIZ. ROLLER fHD. MTG. RAIL) Serif, /mote, Scow Sneel. NO. Rev' HR -201 NTS 6 of 9 268 -2 A n VIEW A -A A\ CORNER CONTRUCTION 1.542 ® FRAME JAMB(OPERABLE) MAT'L: 6063-T5 DWG# 219 1.542" AME JAMB(FIXED) MAT'L: 6063 -T6 A DWG# 218A Robert L. Clark. P.E. PE (' 39712 Structural INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. Fl 34274 FRAME SILL MAT'L: 6063 -T5 DWG# 264 Re vsd By: Revsd By FK Oran By. F. K. Dote: Dore: 4/23/02 Dote: 1/23/02 Revisions: Revisions: ADD CORNER DET. A pprosnl es complying ., ilk Ike Flurid• Bolding Code Uste +re.. L L�o2 HOMY o i • o I • Mlaod D..k Yrudurt Coot !iris EXTRUSION PROFILES & CORNER DE1AIL GIN: • ALUM. HORIZ. ROLLER 1HD. MTG. RAIL) Series/Model: Rev' A HR -201 Scale: - NTS 50..,: 7 9 Droning No 268 -2 ® FR TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 FTL -3330 FTL -3331 FTL -3332 Eft-3333 FTL -3334 .062 " -- 2.124" FRAME HEAD MAT'L: 6063 -T6 0 DWG# 215B .875'__1 CD SILL ADAPTER MAT'L: 6063 -T6 A DWG# 265B .781" L 1.114 " --I F .040 .. II ® SASH STOP MAT'L: 6063 -T5 DWG# 110 i Item Dwg # 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 22 24 25 26 2158 1155 110 264 265B 1298 218A 219 1003 1072 223A 242 227 225 226 221A 1001 222A 1096 1016 Description Flange Frame Head #8 x 1.000 . QUAD Pn., SMS Sash Stop Main Frame Sill Main Frame Sill Adapter Weep Hole Cover Flange Frame Jamb (Fixed, XO ONLY) Flange Frame Jamb (Operable) Wstp., Bulb Vinyl Wstp.,.187 x .200, Fin Seal Sash Top & Bottom Rail Sash Top Guide (Anti -rack) End Cap #8 x .25, QUAD Pn., SMS Roller Housing & Guide Rollers, Brass Sash Side Rail Wstp., Bulb Vinyl Sash Meeting Rail Sweep Latch #8 x .625 , Ph. FI., SMS DSB Glass 3/16" Annealed Glass 3/16" Tempered Glass Mat'I PGT # 6063 -T6 Fastener 6063 -T5 6063 -T5 6063 -T6 2 Plastic 6063 -T6 6063 -T5 Vinly Wthrstrip 6063 -T6 Plastic Plastic Fastener Plastic Brass Part 6063 -T6 Wthrstrip 6063 -T6 Cast Part Fastener Glass Glass Glass 6215W,B,T 781PQA 66387 6264 6265BW,B,T 71298 6128W,B,T 61088 66601 67919G 6223W,B,T 42105 42114 78X14PQAA 42112N 7BRWHL2 6221W,B,T 64664 6222W,B,T 71096 7858 2.010" 37 H.D. FIXED MEETING RAIL MAT'L: 6063 —T6 DWG# 267 1.062" (( x.926 "�--{ I I I I_.050" SASH TOP & BOTT. RAIL MAT'L: 6063 —T6 DWG# 223A 1.750" 1.457" 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1265 -3 1267 1014 1013 1073 1278 1618 267 2718 2719 1263 241 1274 1237 1/2" Insulated DSB/3/16" Annealed 3/32 x 1/4 x 1 Setting Block 1/8 x 1/2 x 1 Setting Block Screen Frame Screen Corner Key Screen Spring Screen Pull Screen Spline Screen Cloth H.D. Fixed Meeting Rail Glazing Bead (SSB /DSB) Glazing Bead - (3/16 ") Glazing Bead - (1/4 ") Glazing Bead - (1/2" Insulated) Glazing Bead - (tor Grill Kit - SSB /DSB) Glazing Bead - (tor Grill Kit - 3/16 ") Slicone Adhesive Dow 899 or Equal Rubber Rubber Aluminum Plastic Spring Steel Plastic Rubber 6063 -T6 Rollform Bd. Rollform Bd. Rollform Bd. Plastic Plastic Plastic 712653K 71267N 61011 41903 78835M 70409K 68155K 61816 6267 65196 65016 65133 6VT48 6GB1274 6GB1237 1.605" @SASH SIDE RAIL MAT'L: 6063 —T6,, DWG# 221A Robert L. Clark. P.E. PE /39712 StrucI,rol INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOUIS, FL 34275 P.O. BOX 1529 N0KOU5, FL 34274 Re rsa BX: Re. a Bs: FK Drs By: F. K. Series /UoXel. HR -201 �I 1 01 SASH MEETING RAIL MAT'L: 6063 —T6 0 DWG# 222A Cale: Dole: 4/23/02 Dale: 1/23/02 TEST REPORTS: F1L -3327 FL FTL - 3329 FL FTL -3331 FEL - 3332 FTL -3333 FTL -3334 Rerioiona. Reria:one: CHG ALLOY DES /C. Approved u complylo { with IEe Florida Uutd4C Cade Uele T.e, t7 L�•2__ Miami , ' Mhml Uadr Vndoe /Got 11isu1 U Description: EXTRUSION PROFILES & B.D.M. r ALUM. HORIZ. ROLLER (HD. MTG. RAIL) NTS Sheet. 8 a 9 Cro.inq No. 268 -2 A 27 1/2" Insulated DSB/DSB Glass r TYP. HEAD SECTION TO CONCRETE TYP. SILL SECTION TO CONCRETE r 1 1/4" MIN. APPROVED WOOD BUCK 1 /4" MAX. SHIM 1/4" TAPCON A W/ #12 HD. (SEE NOTE 1) (SEE NOTE 1) 1/4" TAPCON A W/ 11 12 HD. 1/4" MAX. SHIM 1 1/4" MIN. NOTE: 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW IAPCONS. (4150 MINIMUM SHEAR RATING AT 1 1/4" EMBEDMENT) A+ TYP. HEAD SECTION TO WOOD TYP. SILL SECTION TO WOOD APPROVED 1 1/2" WOOD BUCK MIN. 1/4" MAX. SHIM] #12 WOOD SCREW #12 WOOD SCREW F 1/4" MAX. SHIM 1 1/2" APPROVED MIN. . WOOD BUCK (SEE NOTE 1) 1/4" TAPCON W/ #12 HD. Robert L. Clark. P.E. PE 939712 Structural TYP. JAMB SECTION TO CONCRETE INDUSTRIES 1070 1ECNN0LOCY DRIVE NOKOMIS. EL 34275 P 0 BOX 1529 NOKOMIS. EL 34274 APPROVED WOOD BUCK #12 WOOD SCREW Re•td BY Revsd By FK 0v.. By: F.K. rue Series /Yodel HR -201 Date: Date: 4/23/02 Dale: 1/23/02 TEST REPORTS: FTL -3327 FL-3328 FL-3329 FL-3330 FTL -3331 FL-3332 FTL -3333 FTL -3334 ANCHORAGE DETAILS ALUM. HORIZ. ROLLER (HD. MTG. RAIL) sane: NTS Revision APPROVED WOOD BUCK 1 1/2" MIN. Revisions: CHG TO 1/4 TAPCON' Sheol 9 of 9 TYP. JAMB SECTION TO WOOD Oro.,ng Approved as campl7lnt vrllh the Florida Boldine Cade Date T+C 67/ a.wL NOM •t — •9t2.ut Mistral Dade Product DIiWo Br No 268 -2 Re+ MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA PCT Industries P.O. Box 1529 Nokomis, FL 34274 ScorE: This NOA is bcing issucd under thc applicablc rules and regulations governing the usc of construction materials The documentation submitted has been reviewed by Miami -Dade County Product Control Division and acceptc' by the Board of Rules and Appeals (BORA) to be uscd in Miami Dadc County and other areas where allowed thc Authority Having Jurisdiction (AH1). This NOA shall not bc valid after the expiration date statcd below. The Miami -Dade County Product Cont of Division (In Miami Dadc County) and/or the AEI (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, thc manufacturer will incur thc expense of such testing and the AHJ may immcdiaf ly revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the ri 'ht to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet thc requirements of the applicable building code. This product is approved as.described herein, and has bccn designed to comply with thc High Vclocity Hurrican Zonc of the Florida Building Codc. DESCRIPTION: 1 "x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing thc Miami - Dadc County Product Control Revision Stamp with thc Noticc of Acceptance numbcr and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bcar a permanent label with thc manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ",bnlcss otherwise noted herein. RENEWAL of this NOA shall bc considered after a rcncwal application has bccn tiled and thcrc has becn no change in thc applicablc building code ncgativcly affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if thcrc has bccn a rcvision or changc in thc materials, usc, and/or manufacture of the product or proccss. Misusc of this NOA as an endorsement of any product, for salcs, advertising or any othcr 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 numbcr prcccded.by thc words Miami -Dade County, Florida, and followed! "by the expiration date may bc displaycd in advcrtising literature. If any portion of the NOA is displaycd, then it shall bc done in its cntircty. INSPECTION: A copy of this cntirc NOA shall bc provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00- 0912.05 and, consists of this pagc 1 as well as approval documcnt mentioned above. The submittcd documentation was reviewed by Theodore Berman, P.E. LIIA %II -DADE COUNTY, FLOR{ METRO -DADE FLAGLER BUILD' 'G 140 WEST FLAGLER STREET, SUITE 1; 03 MIAMI, FLORIDA 33130 -I 63 (305) 375 -2901 FAX (305) 375 -2'.08 NOA No 02- 0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 I % s i GLAZING , MJ I / / TYP. MULLION ' GLAZING PRODUCT GLAZING PRODUCT u GLAZING PRODUCT H I % s i GLAZING PRODUCT I{ JYP MULUON GLAZING PRODUCT GLAZING PRODUCT H GLAZING PRODUCT CLAZINC PRODUCT —W2— —WI— u. ANCHORS: OR D' 00TH ENDS\ TYP. MULLION W - W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE. B" 'C' OR D' 807H ENOS H NOTFS: 1. FOR ANCHORAGE TYPE. OUANTITY AND LOCATION REFER TO SHEETS 2. .3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT do NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PRODUC 1 MULLON GLAZING PRODUCT H2 HI H - H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TYPE. 0 "C' OR 'D' 0011: ENDS 1/ ycr Robert L CI k, . P.E. 439712 St irtural W INDUSTRIES IWE 2 W I —1 —W2� W W - WI+W2 14 - 141+H2 (2) WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE. SEE TABLES ON PAGE 5 OF 5 MI ) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR WI +W2 M2) MAX OPENING = W OR W I +W2 MULL LENGTH = 111 Rene fer Dale: D.aen De- reap lion: ARRANGEMENT DETAIL rue: ANCHORS P.J.P. 1070 TECHNOLOGY DRIVE P.0. BOX 1529 NOKOMIS. R 34275 _ NOKOMIS..P. 34271 ANCHORS: T" OR 80174 ENDS Chid 1 ---WI— I —W2 -- —WJ--- W - WI +W2 +WJ H - HI +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLE'S ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR WI +W2 +W.3 M4) MAX. OPENING = W I +W2 OR W2 +W3 MULL LENGTH = HI PRODUCT REVISED mmPi11.! MIA 11< FledLE. D okdlo1 Code AccrpLma No 0 2- 0}OLDS' Lqn . Delr M.i 7 p liv_ 0 Ale 1 D.J <Pevann CecicW Dale: Oak: 4/28/00 Re.:cfen.: " STD. WALL MULLION Se.+ea/Npael; scaly SAea: 1<4u4s NTS 1 a 5 W D<oeind Na. 6620 2 APPT.OVCO AS CONP1.YIl 4UI n 1E SOUTH FLORIDA OUROING COOS JUN 7 R 2111 . tITROI DIVISION 4 BUILDING 000E COMPUANCE OFFICE ACCEPTANCE NO. 00 " 04 Z .OS MULLION CLIP CUT nANCCS OPT Or JAKE CLIP 70 TORN A if-CHANNEL AND INSTALL AS SlIONN FOR r MULL i"— P.C.T. l• MILLION -\ r ir P.C.T. I. MULiXA \ r MULL 2 ' 21, (Typ) (Typ P.C.T. NUUJON OR 4" TYPICAL MUI LION TO MULLION INSTALLATION TYPE n I I w I o00 (rrP) , 9 BUCK Th (n7.1 13 M:N. 1 1 I TYP CAI MULLION TO STRUCTURE WITH W000 BUCK TYPE NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP—TO—OPENINC. 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REOT) FOR YOUR SPECIFIC APPLICATION. /12 F.N. S.N.S. STAC.GERED ON OPPoSIrr 510(5 (SO AS NOT To oirERXERC RON EACH OM(R) OR 4 /12 S.U.S. (199/) rAsTENCRS uLIST OE DADE COUNTY APPROYED. SEC NOTE /1 /12 XX. 5.12.5. srAccurco 0990587 SIDES (50 AS NOT TO INTERFERE VITIN EACH OMER) SCE NOTE /I /12 2*000 SCREW (1991) poirmAnoN POO *2000 DUCK. AU. IASTENERS MUST BE CADE COMITY .... SEC NOTE /1 ••• P.C.T. 7, MULLION -\ Robert L. a rk, .E P.E. #39712 WOOD 81iCK .--- REUOVED TO concRar P.C.T. l• UULUON -\. '/ rr TYPICAL MULLION TO STRUCTURE WITH W000 BUCK REMOVED FROM CONC. TYPE - C" rr F tT INDUSTRIES 7 - DUCK 1 ryP, , I r 211 ( 1 4 /7:,: (246" 11 AN .' 1 • = ... . . 1 ... coicant ow . • ! • StRUCTURE ALL rAsrrNcRS N. I ........ ••• : .. ArST f3C 040C COUNTY APPROvE0. STC NOTE 11 TYP CAL MULI ION T9 STRUCTURE WITH WOOD BUCK AND CONC. TYPE "Cr Rend By: Devon Or Rae 3 Dote: P.J.P. ion TECHNOLOGY OINK P.C. 805 2529 220270405.11.34225 HOKEITS.11.74274 OR 4 13 Chkd BY‘ 52,122/uodet mois P RODUCT REVISED ▪ conplyin with the Florida Bolding Code Aunflascs No01-0 w0t Esplradon Dal* 06/1R/ Dy AMID Dade rnadA0 Coolror Dlylolos Dole: Dote: 4/28/00 9 0 /12 T.H. 5.245. STACCCRLD ON 09905I77 SIDEs (50 AS Nor 70 I)4TERIIRr UCH OM(R) sa• 22077 /2 Renvonv Description: CLIP & INSTALLATION DETAIL 1" STD. WALL MULLION /./ LAN. cr TAPCON (246/) -. MIN. 11 PrKTRADON iNro CONCRL7r OR CLOCK srmtcruRe. AL rAsTENCRS . KIST Or 0.007 COUNTY •.• .... .. •. •• • . . • .APPROWO. SEC NOTE /I NTS 112 F.N. 5.12.5. 57107.255e ON OPPOSITE SIDES (SO AS NOT TO INTERMIT *47T1 CAEN OIN(R) scc Norr /2 Sheol: 2 o' 5 APPROVED AS COMPLYING WITH THE SOUD I FLORIDA 0U110150 CODE OA j_Uli_2 8 ?01)1 BY PRO 17RO7. OPASION BUILDING CODE COMPLMNICE OFFICE ACCEPTANCE NO 00 - 0 .? 1 5 .e.h.r Droo4no No. 6620 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 X 2 x 1 x 4 1}6 1 MAX 1 1" MULL CLIP TWO (2) ANCHOR LOCATIONS a MIN. FROM ENDS (TYP) r--- I [MAX. 8 MIN . J 4 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 EXTRUSION DWG / 1099 3 //t uc. i✓yl+ NOTE: /1 I. REFERENCE TEST REPORT FTL- 2902.2903 AND 2975 d 192/Z F' GT INDUSTRIES Rend By Drawn By: P.J.P. 0tscrnp10n: Dolt: 1070 . TECHNOLOGY DRIVE - P.0. BOX 1529 NO X.01.-34275 - NOKOMIS' _ 4 7 S..cp/MOdtl: MULLS 1" MULL CLIP w /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION OWG / 1099 8 MIN. FROM —i I� ENO (TYP) 149 e - -0- cja� 8 �A • 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 CIAO B'. role: Dale: 4/28/00 2 MIN. FROM ENO (TYP) I j 8 � —A -- PRODUCT REVISED mm plying M1E w. Florida APPROVCO AS COMPLYING MAIII IOC Biddle' cad. Arn(N.act No O. 2- 070h0s SOUTH fl.p '}'� IN E Espindoo D.Ir _00/2 ivOf. OAFE 1 n1l.m Dade Pladort canna PRO vao ONTRaavl;IOu o1.wa. Revisions: t " MULLION CLIP ANCHOR LOCATION tt STD. WALL MULLION Scat: _ac BUILDBIG CODE COMPLIANCE OFFICE arr�rSilYE,110 �' G912 .". Or..mp 34 l (TYP) 7 x STD. WALL MULLS MAT'L: 6063 -T6 rXOOOCT REVISED as complying with lie Florid. BddJog Coda Acceptance Na 0 kat. 05 Espies' (hie C. Dy Min Dade Pruden Comma Dlekioa APPROVED AS COMPLYING MPLY4C A 1l1 TIE TN TJU(r�Wpr�A BY PR s ay a NTROL OMSION DOIlD NC CODE COMPOANCE a ICE ACCEPTANCE 110 0 0 .0 9 1 2 •05 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND .2975 <0_ E Robert L C arkk, E. P.E. #39712 Structural INDUSTRIES Rend By: role: Drown ey P.J.P. CAYd B) Dole: Dole: • 4/28/00 Re ".,na. D.,cripGnn: PROFILES rnre: 1 " STD. WALL MULLION 1070 TECHNOLOGY DRNE . NOXOMIS: FI '.34275 P.O. BOX 1529 HOKOMIS. L2 7 Series /Model. Sne.l: t IL 5 Sea4: NTS Roe: Oro.inq No. 6620 1x2x.125 2 Anchors 50 (- 60 70 0 42 _ - - - 48 50.6 54 60 63 66 72 __.__ 76 78 84 90 96 108 111 144 1 x4x-125 4 Anchors 42 48 50.625 54 60 63 66 72 76 78 84 90 96 _108 1 144 129 83 70 57 41 35 30 23 20 18 _ 50 601 70 170 170 170 170 170 170 170 142 120 111 88 72 59 41 38 17 115 73 61 49 35 30 26 20 17 17 15 15 - 170 170 170 170 170 107 67 55 44 31 27 23 170 I 170 170 170 157 160 141 145 127 120 105 102 90 94 83 75 65 60 53 50 43 35 30 32 28 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE 2. DESIGN IS BASED ON OPENING CONSIDER ONLY TWO ADJACENT 3. REFERENCE TEST REPORT FTL -2 OPENING WIDTH IN INCHES 80 1 90 100 104 63 52 41 29 24 21 16 81 74 59 103 103 61 61 50 49 39 38 27 26 23 22 19 18 103 61 49 38 25 21 18 OPENING WIDTH IN INCHES 80 I 90 100 110 120 130 160 170 170 170 170 170 170 .170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 157 143 134 127 124 122 122 122 128 119 112 108 106 106 106 115 106 100 96 93 92 92 95 87 81 77 74 72 71 74 69 65 63 61 59 68 63 60 57 53 49 46 .44 47 43 39. 37 35 38 35 32 30 28 27 24 22 24 22 20 110 120 130 1 160 20 19 IN PSF. WIDTH FOR MULTIPLE UNITS 103 103 103 61 61 61 49 49 49 38 38 38 25 25 25 20 17 20 20 17 17 55 42 33 27 18 19 17 16 53 40 31 24 16 UNITS AT A TIME. SEE SHEET 1. Robert L Clark P.E. 902, 2903 AND 2975 P.E. #39712 I TT INDUSTRIES Rene/ Br ID.Ir: Drawn 1711.: Br• P.J.P. 1070 11CHNOLOGY DRIVE P.O. BOX 1529 Vertical Mull Mull Length �Opening� Width Horizontal Mull Opening Width ' I Mull Length Multiple Mulled Units Opening Width Gird By: $ tructi ral NOK OAIIS- FT,.NZj.�S�_NDXOlt15, -F1 J1771. MULLS - Mull Length Del.: Del.: 4/28/00 PRESSURE CHARTS 1 I R.I, non, • " STD. WALL MULLION rnooucr REVISED .I w.plyleg My fled . D.a1.g Cede A.t i."'"'. N.O - .1. 05 F.PI ..Da 4 iI:J 01 Afl, U.d. Pox' .a C..lnl APPROVED AS COMPLYING WITH TIIE SOUTH EE FI ri D m PROOl Ot1T ROL DIVISION 011110390 CODE COMPLIANCE OFFICE ArCEPI'4CFRO 00 -v V, t...i O,o..nq N.. 66 R This ittstnansnt Prop teal by: Name: SF,AFIS:HOME IMPROVEN P.O. 'BOX 522290 LoNGw000, FL 3275:1 Nance CW CQM_MENCENI ENT . t . Suitc: • County: • TeigliNtitixstorasn'llt.roby gives notice ant inaprovemcnt will • • bc adr, tal.7.prtit and. in accord mice with , Stiiiiites, the fa ilowing information is 4 . • pr(riVidf,d this.notiCe orComincncearacnt, WITNESS my h HARVEY. R I . Dc.scription uf properly: 11r gal description of BY— propcity, and streerkiddies ; if avni.Labic.) '6 \ \ L "L' 3. Owner inform:Willi a. Maine and address: (...1.?1 C M. ST ■ra•-•(..( a 3,38 ittletrost. to nroprxty: ri...0rver • Namur 0.00 address of fez slily I c dtle.holder(if other than. owner): _AD) A (Sigb.atairc o DrivcrsLitcos Gotland dcscriptiou of truprovetricaLc: ori3 STATE OF FLORIDA, COUNTY 0 DADE 1 HERO CERTIFY fhat this is e copy oflhe original n this offic ' a .of— L.0,,c10 m tractor: ( mime ami addmss) SEA 3.S HOtvIETKPROVEMENTPRO.DUCTS, INC. • RO.. 0X 522290, LONGWOOD, FL 32752 1 ;itircty Name and addits$: NA iLatiouri of bond . .6. . (name Lvi. address) NA ft [soils within We State of Florida designatcl by Owner, upon 'Amin notices or other documents may bc seryttl Mt provided by Scetion 713.13(1)(a)7,,Forida (name and address) 8. addition to himself, Owner designates the following person) to receive a copy of the Lienor's Notice as . proC■iticd in Section 713.13(1)(b). Florida Statures: (name and address) ABOVE NAMED CONIR OR . 4 .9. Expiration date of Notice of Counueneeineut (the expiration date 1 year from die datc of recording unless .retit date is specified) 24, Owner's Nai ne: Owner's la_ 9_1 LA-4k Lioec L 3312'8 nifornitthon wus i. be typed or printed icgibly to comply with record iug. requirements. .STATE. OP R.011.10A• CC(UNTV (JP 6011X■cil- t by FCL 2o01 Me foregoing insirunieot was acknowledged before me this who is personally known to nie or has produced (did not) take an oadt. (qiguanirc Of person o (Nacle (Serial ni:t tl i:r (. , :* ::ny7 E)6(P151:6°1'26n2d0e05"4ilfr' 11111111101111111111111111111111111111111111 CFN 21305R0217398 OR Bk 23138 Ps 0290; (iao) RECORDED 03/04/2005 12:40:41 HARVEY RUVIHv CLERK OF COURT MIAMI-DADE COUNTY FLORIDA LAST PAGE dentification and who did BUILDING " fir` y 'ermit No. PERMIT APPLICATION MA2 1 ` 21 . ter Permit No. FBC 2001 Permit Type ( Owner's Name (Fee Simp Phone # 3L'S - ISCv (o - 713 Owner's Address 3 ' 9∎ City `i -ktcl S -ire State" O2acAro.. Zip 7,? e Tenant/Lessee Name Phone # City -Acme, c.z) 0 Qualifier ,A IcscZL,c), Total Fee Now Due $ i Job Address (where the ftork is being done) (Continued on opposite side) O1-t k Architect/Engineer's Name (if applicable) ;e1, G 10 :2° Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbi _ Mechanical Roofing 3LI c) k CT L �sl City Miam,ghores Village County Is Building Historially Designated YES NO Contractor's Cot Name ?co( Contractor's Address s ZZZ y) State State Certificate or Registration No.___qaca Certificate of Competency No. CG-&C ©I 2 ap $ Value of Work For this Permit p)2 \ 1 - Square Footage Of Work: \Lk. 1 - Type of Work: ❑Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ( r-_Q 1 icaC. �c. Cam∎ n CQ�L'S * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ tj Permit Fee $� CCF $ � V /N / /CC Notary $ Training/Education Fee $ 1 o� Technology Fee $ 50 Scanning $ G Radon $ ~' Zoning Bond $ *c)2 is de Zip 33 138 Phone # 9`o y - S az) 2203 Zip 2 7S?. Phone # 1,4, C by /q9 3 Code Enforcement $ Structural Plan :Review. $ Bonding Company's Name (if applicable) �' L Bonding Company's Address City Mortgage Lender's Name (if applicable) L) 14 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit . must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature er or Agent G The foregoing instrument was acknowledged before me this 0 day of c''( , 20 0) tr , by Wilk I40% who is personally known to me or who has produced Ytr I- NOTARY PUB Sign: :Print: My Commission Expires: ; ALEX MUSTELIER 71, , MY COMMISSION # DD 033133 ' "' :v_ • _S: June 12, 2005 • • , _ 1 • R�'i^fl�Fi� State Zip As identification and who did e an oath. Signature NOTARY PUBLIC: Chc 05/13/03 Contractor The foregoing instrument was acknowledged before me this 3 day of - toc2,c:r{4 , 20 65, by A4.4teci i 1-t lA0 , who is personall known to y me or who has produced as identification and who did take an oath. ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** er v * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/3 Floors: 2 Living Units: 1 Adj Sq Footage: 4 Lot Size: 14,605 SQ FT Year Built: 1960 Legal 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10- 70 W15FT OF LOT 6 & ALL LOTS 7 & 8 BLK 46 LOT SIZE 115.000 X 127 OR 16746 -1214 0295 1 Description: Year: 2004 2003 Land Value: $190,537 $146,522 Building Value: $276,460 $269,736 Market Value: $466,997 $416,258 Assessed Value: $221,599 $217,467 Homestead $25,000 $25,000 Exemption; • Total Exemptions: $25,000 $25,000 Taxable Value: $196,599 $192,467 Folio No.: 11- 3206 - 013 -6160 Property: 340 NE 94 ST Mailing Address: WILLIAM R PERRY III &W DYNISE 340 NE 94 ST MIAMI SHORES FL 33138 -2832 Sale O /R: 16746 -1214 Sale Date: 2/1995 Sale Amount: $250,000 M;,ami -Dade My Home My Home mia ida • e.go Show Me: Property Information Search By: Select Item (I Text only '9' Color Aerial Photography Use a for Black & White Summary Details: Property Information: Sale Information: Assessment Information: </T ACTIVE TOOL: SELECT Aerial Photography - AirPhoto USA 2004 Nt 94TH ST '' 0 .9; We appreciate your feedback, please take a minute to complete our survey. 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Page 1 of 2 113 ft CINIMM http: / /gisims2. co.miami -dade. fl.us /myhome /propmap. asp ?Cmd= FINDADDR &cmdTemp... 02/18/2005 Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2005 -388 Printed: 4/4/2005 Page 1 of 1 Applicant: DYNISE PERRY Owner: PERRY DYNISE JOB ADDRESS: 340 NE 94 ST Contractor SEARS HOME IMPROVEMENT PRODUCTS, 166ntractor's Address: 3020 High Ridge Rd., Suite 300 Local Phone: 561- 732 -6614 Parcel # 1132060136160 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 W15FT OF LOT 6 & ALL LOTS Fees: Description Amount FEE2005 -4267 Building Fee $180.00 FEE2005 -4268 CCF $5.40 FEE2005 -4269 Training and Education Fee $1.80 FEE2005 -4270 Technology Fee $4.50 FEE2005 -4271 Scanning Fee $21.00 FEE2005 -4272 Submittal Fee ($50.00) Total Fees: $162.70 Permit Status: APPROVED Permit Expiration: 9/14/2005 Construction Value: $8,241.00 Work: REPLACE EIGHT(8) WINDOWS Signed: (INSPECTOR) Total Fees: $162.70 Total Receipts: $0.00 APR 0 5 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MARSH CERTIFICATE PRODUCER • MAR: SA INC. 500 V■' 'r)NROE STREET CHICA' ,x)661 Attn: Sf ANDISON 312 627 6162 FL SHIP OF INSURANCE CERTIFICATE NUMBER CHI- 001197078 -05 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE POUCY. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES DESCRIBED HEREIN. COMPANIES AFFORDING COVERAGE COMPANY A ACE AMERICAN INSURANCE COMPANY INSURED SEARS HOLD, RPORATIGH U•. • SEARS HOME I, ,�`0 ' " 7 -" •'L , INC. ATTN: RISK MAID 3333 BEVERLY R R. - ., • / HOFFMAN ESTATES/IL. ; COMPANY B INDEMNITY INSURANCE COMPANY OF NORTH AMERICA COMPANY C COMPANY D COVERAGES This certificate supersedes and replaces any previously issued certificate for the policy period noted below. THIS IS TO CERTIFY THAT POLICIES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CONDITIONS AND EXCLUSIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE DATE (MM /DD/YY) POUCY EXPIRATION DATE (MM /DD/YY) UMITS GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY PROT S.I.R. $5,000,000 04/01/05 04/01 /06 GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ CLAIMS MADE OCCUR PERSONAL & ADV INJURY $ OWNER'S & CONTRACTOR'S EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MED EXP (Any one person) $ A BILE UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS ISAH07937370 04/01/05 04/01/06 COMBINED SINGLE LIMIT $ 5,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCES UABIUTY UMBRELLA FORM OTHER THAN UMBRELLA FORM EACH OCCURRENCE AGGREGATE $ $ im < < WORKERS COMPENSATION EMPLOYERS' UABIUTY THE PROPRIETOR/ PARTNERS /EXECUTIVE OFFICERS ARE: AND INCL EXCL WLRC 44187012 (AOS) WLRC44187000 (CA) (DED.) SCFC44187024 (WI) (RETRO) 04/01/05 04/01/05 04/01/05 04/01/06 04/01 /06 04/01/06 X TO C RY LIMITSI l O ER EL EACH ACCIDENT $ 1,000,000 X EL DISEASE - POLICY LIMIT $ 1,000,000 — EL DISEASE -EACH EMPLOYEE $ 1,000,000 - OTHER DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /SPECIAL ITEMS ALFRED W. NYMAN, JR - LICENSE NO. CGC 012538 CERTIFICATE HOLDER CITY OF MIAMI SHORES 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 CANCELLATION SHOULD ANY OF THE POLICIES DESCRIBED HEREIN THE INSURER AFFORDING COVERAGE WILL CERTIFICATE HOLDER NAMED HEREIN, BUT FAILURE LIABIUTY OF ANY KIND UPON THE INSURER AFFORDING ISSUER OF THIS CERTIFICATE. BE CANCELLED BEFORE THE ENDEAVOR TO MAIL 0 DAYS EXPIRATION DATE THEREOF, WRITTEN NOTICE TO THE IMPOSE NO OBLIGATION OR REPRESENTATIVES, OR THE TO MAIL SUCH NOTICE SHALL COVERAGE, ITS AGENTS OR MARSH USA INC. BY: Christy N. Miller �tiA (4.4 v ‘-rn "- MM1(3 /02) VALID AS OR 03/29/05 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 � Building Inspection Request \ Type Insp'n C.0 MX OW 1 Date Permit No. B OS - - c � Name 340 � **�� p� l Address 1�� /4S Company Phone # Inspection Date