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Permits 233 Belvedere St joBAD. BFB ` -� 3 13 I�/AGI �E Woxg �� PROPERTY OWNER I©rTs MEMONE CONTRACTOR M, EPR'ONE PERI RT Ni7MBER .2 GO DATE l INSPEMONS. FOOTING SLAB M BEAM 1YAII..IIYG G FRAMINGC0VM? UP INSULArlON FINAL BI7FLDING ['FR=CATE OF OCCDPANCY =CTIP,ICAL P. INSPECTIONS AOUG 1' �1 FINAL MECBANICAL PERMIT# I2VSPEC77ONS ROUGE' FEVAL PLI71 d2MVG PEIMdM INSPECTIONS BOUGB/UIYDER SLAB TOPOUT WATEl� FINAL NOTES: FOR OFFICE USE ONLY Date.......... d. 19 .._.._ e? Od CITY OF ATLANTIC BEACH Permit #........................Fee$... -�� ........................ Valuation $. ........ FLORIDA House *...2�....... ...............•--•-------•-----...---...................................... 5 APP A`TION FOR BUILDING PERMIT ...................................•--•--................................. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. � //� , /� [" Date......CF..j.lr.,.......................•---....._......-, 19..7-7 Owner .—r-10.----' --- rto 1�. '.•� ..�'`..../ '/8-r.e.' ..Address aa....1 d e Y'e St p 33 1 {'--.V-----..._. ......._....Telephone No..A�i1 Architect.....................................---------.................................................Address,..........................................................Telephone No..............--•-_---. Contractor Builder'.- uilder..------I•--�--+----- y � ------r ...�1.,Add ress....___....................................--------------Telephone No.._._-_---------------- k54I4F r Lot No.`'•��.T--J-.�...�.0°.?oi..0.. ..Block No----------- -------------Sub Division.....................................•-----••---•-••-----••--•----..-..----•-...Zone--•-•-----•- -•---------------- ------•-----...-----------•--•-----...Street-------------- .----.Side Between.............-•.................. ---•- ....._..and......_---.-_------ ------------.......Sts. Valuation $...I�ar00.tl o For what purpose will building be used_Gia ta. .� .............Type of construction.. -° Y16'. re.--btpf(� Dimensions of ....Dimensions of Lot---7 ....X.--b2Qr.......................Size of Footings..-----------------_-------....--•--- Size of Piers-------- -----•-_-_---------:Size of Si118 ------•------ ---Greatest Sill Span in ft.-..----------------------Type Roof-..-----------•--•--.-----------_--- Sow will Building be Heated?...............................................................Will Building be on Solid or Filled Ground?---.6c.(_LA._.................. 1t Grt /f � Size of Ceiling Joists-----2_ ------------------•---.-..., Distance on Centers..............16......................., Greatest Span....1®................................ " Size of Floor Joists..............•...............................Distance on Centers.......... .....--------........--- Greatest Span--------_---_-------------.............. „ Size of Rafters.-------- ---[-•--•------•----•---------------- ,Distance on Centers.............`..b.....-... , Greatest Span. 1.01.......................... This rectangle is to represent the lot. to the building or buildings in the Q ht position. Give distance in feet from alI lot-lines and existing buildings. Q REAR LOT LINE Two copies of plans and specifications shall G01 J- be submitted with application. ` Inspections required. �P 1. When steel is in place and ready to pour footing. W 2. When steel is in place and ready to pour columns and/or lintel. z 3. When steel is in place and ready to pour beam. A 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. S. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signatureof Builder..... ............ Address................................... ---'----- ..... ............................. Q Signature of Owner.� oZG c- id....f`:..'.. 'Bc-' Address..%Z 3�.. i.�?c'�"„ - 3az3 � .; 1 ,p rc� . i. } f f'f:, r� ��fi j`�ri`�r� �1�� a t 57- foal 7- Pm t rc to - MATcA s - _: uta OW P IIA T¢a% a i 4'f waoNc,. d��c MArcN �� T, ►,�-, w 0., pro�.�. i 1 k i i k y� � ej.�"�3► _VN f '� ��o of �'o� a . TYPVC: A L Yq .AkL L i V I 11 It CITY OF ■ 800 SEMINOLE RO ■ ATLANTIC BEACH ■ Telephone: (904)2�, ' o y ■ Fax: (904)247-584 http://ci.atlantic bea FAX To: Fax From: Iks �� Date: Pages: Re: a 33 �SeWe,,3c ee— ❑ Urgent ❑ For Review 1`ls1ease Reply Notes: ? cc _L-� X19 ►�.+Do (ccam,, �.3 3 ��e�z-� {� �T�1��(,_, �r�-I--toJ FRI y'X2:128:4:1 350077 - 1 c f HIGH PERFORMANCE - IMPACT �i �2,x 22 1/4 (Shown on glass as"HIGH-PERFORMANCE IR'or'HP LOW-E IR') 01st: THE WINDOW INDUST Design Pressure Rating: P0: Tested to AAMA/NWWDA 101/I.S.2-97 Standard Mk:-FLORES STATEWIDE By: 12/0 DP +50/ -65 Impact Resistant Rating: `.1/8" CLEAR 5.33 Tested to ASTM El886/E1996 ' Piece: 3 Of item: 1 Max 18 . 18 GRAY AN 090CL 1/8 CLEAR HS ��- Meets Requirements for: ASTM E1996-99:Missile C(Large Missile),Windzones 1,2 and 3 ASTM Ell 996-01,02 Missile D(Large Missile) �� 11111111111111141 . :IIIIIIIIIIII�1 11111111h fAnders Corporation Bayport,MN Andersen Yp aaaa7� amo,imams P 933 ( MONOLITHIC - IMPACT R i �� . (Shown on glass as*MONO IR') Design Pressure Rating: Tested to Miami - Dade County PA202 Perma-Shield® Casement Single Sash Units (3'-4-5"height) DP+60%64 Single Sash Units (5'�.6'height) DP+50%52 Twin Sash Units (3'-4'-5"height) DP+67/-71 Twin Sash Units (5'-6'height) DP+50%52 Triple Sash Units (3'-3'-5"height) DP+671-71 Triple Sash Units (4'-5'height) DP+60%64 Picture Units OP+67/-75 Specialty Units DP+67/-71 Impact Resistant Rating: Tested to Miami-Dade County PA201,PA203 LAP C_\4 � PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Jun 08 2004 8:52AM Last Transaction .Date Time Type Identification Duration Pages Result Jun 8 8:50AM Fax Sent 92628445 2:04 2 OK P �. 407 260 2297 May. 21 2004 04:09P M P2 FRW TFIERRI',L W 1 Nl)C1W � -� iiV i/ LL 4Y LLLt-LLtl r/_A %Xt; 1,-, _ 4\ NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI"SUQ DATE: 1 U12193 CERTIFICATION PROGRAM: Structnra► COMPANY. illim -windo 4 1 CODE: T-37&11 The"votiae of Ptodvat Certific=ation"is valid only vrncn Adminimntor's Sal i4 applied to rite upper left lan=d portion of this form and a certification label is applied to 4te product. This certification seat;ropmsmts product conformity to the applicable gwification and that all cernfication ctiiarie Mea been satisfied- Tice product deedibed below u approved for listing in the next publisbcd iz=t►f tk Direct(ry of Certified Ptodws. Picase review,end adv se NAW immediately if data,as s wa.requires cotrnxtiaty. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Tltetmowladuw Industries,Inc. Scries"1000`•A'mtv'nwn 235 W.Marvin Avenue-, - 'Trouble Huang Prfrsh;Window y Lwtgwood,FL 32750 X)ICG1.344 Laminated/FER/Impact 71' SF Frame:%V-4'4" Sass:W-47 Int-82:5 H-57- H-27 Ext-32.5 SPECIFICATION PRODUCT RATING AAMA/NWWDA 101/I.S.2-97/AAMA 581i 8-051FER-P113" ASTM E1886-97!1996-99 Missile Impaet-Passed t Product Tested By. National Certified Testing Laboratories Repot Nuc. NCTL-210.2854.1(Structaral/F isSit npgct} Expiration Date: Ckober 31-2QAfr - - i Administtator's Signature. �.= --NATRNAL;-ACCREDI T•ATION AND MANAGEMENT VNSTITUTE,INC: 4655-104 Monticello Avenue Mvtlliamsburg,,VA 23108 TEL:(757)25g-88tl8 FAX:(757)258-8816 WNW- FROM THERMO WINDOW PHONE NO. 407 260 2297 May. 21 2004 04:09PM P3 1, i i i THERMO WINDow INDUSTRIES STRUCTURAL, IMPACT&CYCLIC TEST REPORT Model 111000"Aluminum I Double Hung Window NCTL 210-2850-1 NATIONAL CERTIFIED TESTING LABORATORIES FROM THERMO WINDOW PHONE NO. : 407 260 2297 May. 21 2004 04:10PM P4 Afe NATIONAL CERTIFIED TESTING LABORATORIES i 1464 GEMINI BOULEVARD•ORLANDO.FLORIDA 32837 PHONE(407)240.1356•FAX(407)240-66@2 wwwixmnc.com STRUCTURAL PERFORMANCE TEST REPORT Report No:NCTL-210-2850.1 Test Date: 10/09/02 Report Daae: 10/16/02 Expiration Date: 10/09/06 Client: Thermo Window Industries 2$5 W.Martin Ave. ,Longwood,FL 32750 Test Specirnsen: Thermo Window Industries Model "1000"Aluminum Double Hung Prime Window Test Specifications ANSI/AAMA/NWWDA 101/1 S.2-97, "troluntary Specifications for Aluminum, Vinyl(PVC)and Wood Windows and Glaes Doors. ASTME 1996-99"'Standard Specification for Performance of Exterior Windows, Glazed Curtains Walls, Doors and Stores Shutters Impacted By Windborne Debris in Hurricanes." ASTM E 1886-97 "Standard 21-,st ' Method for Performance Of Exterior Windows, Curtain Walls,Doors, and Storm Shutters �Nft►' Impacted by Missiles and Exposed to Cyclic,Pressure Differentials. TEST SPEC MN DESCRIPTION General: The specimen tested was a flange mounted one over one side load aluminum double hung prime window with a rough opening measurement of 51'/''wide x 61%"high overall. The top sash measured 49.15/16"wide by 30-I/2"high and provided a viewing area of 4T'wide by 27'/:"high. The bottom sash measured 49-15/16"wide x 30-112'high providing a viewing area of 47"wide by 26-1/$"high. The frame was thermally broken using poured urethane thermal barriers,debridged to%/ Both sash were removable via a single block and tackle balance with locking tilt shoe located in each jamb trach. One(1)metal cam type sweep lock was located at s" from each end of the top rail of the bottom,sash. The care lock keepers were extruded into the bottom rail top sash. 7iuo spring loaded metal snap locks were located at each end of the bottom rail of the bottom sash. TVao spring loaded metal snap locks were located at the top rail of the top sash. A rigid parting vinyl was located at each jamb and the head.A plastic cap was used at the top of the sash stiles. The frame was of double screw coped corner construction. The top sash was of single screw coped corner construction.. The top rail of the bottom sash was of single screw coped corner construction_ The bottom rail of the bottom sash was of double screw coped corner construction. PROFESSIONALS IN THE SCIENCE OF TESTING f I� Uti FROM THERMO WINDOW PHONE NO. : 407 260 2297 May. 21 2004 04:10PM P5 Thermo Window Industries 2 NCTL-810.8850-1 Reinforcement: A costume shaped steel reinforcement bar filled the hollow of the top sash bottom rail. Glazing: Both sash were glazed with.344"thick laminated glass. 77m glass was made of the following materials from interior to exterior.(0.12r thick clear annealed glares-0.090"thick .19minate-0.12r thick clear annealed glass) Glazing a[ethork Each lite was wrapped with a f=ble vinyl glazing gasket then channel glazed into the silicone bedded glazing pocket of the rails and stiles Weatherseala One(1)strip of polypile umatherseal 0.180"high was located on the interior vertical sill leg. One(1)strip of polypile weatherseal was located at the sill track. One(1)strip of bulb vinyl weatherseal was located at the base of the interior vertical sill leg. One(1)strip of polypile weatherseal 0.180"high was located on the interior face of the bottom rail of the bottom sash. 71wo(2)strips of polypile weatherseal 0.180"high wen located on each stile of the bottom sash. One(1)strip of center fin ploypile weatherseal 0.380"high was located on the top rail of the bottom sash at the interlock position. One(1)strip of center fan polypile weatherseal was located on the bottom of the bottom rail of the bottom sash. One(1)strip of polypile weatherseal 0.180" high was located on the top of the top rail of the top sash. One(1)strip of polypile weathermal 0.18rhigh was located on the interior face of the toys rail of the top sash. 21vo(2)strips of polypile weatherseal were located on each stile of the top sash. One(1)strip of center fan polypile uxatheraeal was located on the bottom rail of the top sash at the interlock position. One(1)dust plug 1"long was located at each end of the bottom rail of the top sash at the interlock position_ Weeps: One(1)weep notch measuring I-1/2"x leg height was located]"from each end of the center vertwal sill leg. Interior&Fxterior Surface Finish: White painted aluminum. Sealant: The frame and sash corners were sealed with a silicone sealant. .Screen: An insect screen measuring 52 :"wide by 62 W high was utilized. The screen raffle and stiles were of extruded aluminum. The corner was of butt-type corner construction with nylon corner keys. Tho screen employed fiberglass mesh cloth with a hollow vinyl spline,two(2) pull tabs and two(2)retainer springs. 11 FROM THERMO WINDOW PHONE NO. 407 250 2297 May. 21 2004 04:11PM P7 Mrmo Window Industries 4 NC7L-210-2850-1 )LARGE MISSILE IMPACT TEST Impact tests were conducted in accordance with ASTM E1996.99 Zwe and umipht of missile: #2 Southern Yellow Pine 2x4,Length 97"Long Weighing.9 tbs. " I=act Loc do-a Realty Specimen A Impact Number? ,bottom. Sash Center of Lite No Penetration Specimen B Impact Number 1 Bottom Sash Bottom Left No Penetration Corner of Lite Specimen C Impact Number 1 Bottom Sash Top Right No Penetration Corner of Lite CYCLE TEST Cycle tests were conducted in accordance with ASTM EM86-97 Specimen A Design Load=+50psf. -50.0 psf. Range of Test Actual Load Cycles Comp. Positive Loads 0.2%To 0.5% 10.0 psf To 25.0 psf 3500 0.OV, To 0.6y. 00.0 psf To 30.0 psf 300 0.5% Tb 0.8%c 25.0 ptf To 40.0 psf 600 0.3%To 1.0% 15.0 psf To 50.0 psf 100 Range of Test Actual Load Cycles Comp. Negative Loads 0.311/0 To 1.0V. 15.0 psf To 50.0 psf 50 0.5% Ta 0.8% $5.0 psf U 40.0 psf 1050 0.0%To 0.6% 00.0 psf To 30.0 psf 50 0.2% TO 0.5% 10.0 psf To 25.0 psf 3350 FROM THERMO WINDOW PHONE NO. 407 250 2297 May. 21 2004 04:12PM PB Thermo Window Industries S NG'7'h•ZIU-2850 t Specimen 13 Design Load=+50.0 psf. -50.0 psf. Range of Test Actual Load Cycles Comp, Positive Loads 0.2% To 0.5% 10.0psf To 25.0 psf 3500 •0.04 7b 0 6% 00.0 psf?b 30.0 psf 300 0.5%, To 0.8% 25.0 psf To 40.0 psf 600 0.39'0 To 1.0% 15.0 psf To 50.0 psf 100 • Range of Test Actual Load Cycles Comp. Negative Loads 0.2%7b 1.0% 15.0 psf 7b 50.0 psf 50 0.5% To 0.8% 25.0 psf To 40.0 psf 1050 0.0% To 0.69'. 00.0 psf To 30.0 psf 50 0.244 To 0.50/0 10.0 psf To 25.0 psf 3350 Specimen C Design hood=+50.0 psf. -50.0 psf. Range of Test Actual Load Cycles Comp. Positive Loads Oi..% 0.2% To 0.5% 10.0 psf To 25.0 psf 3500 0.0% ?b 0.6X 00.0 psf Tb 30,0 paf 300 0.5% To 0.8% 25.0 psf To 40.0 psf 600 0.3%Tb 1.0% 15.O psf 7b 50.O psf 100 .Range of Test Actual Load cycles comp. Negative Loads 0.3%To 1.0% 15.0 psf To 50.0 psf 50 0.5% To 0.8y. 25,0 paf 1b 40.0 paf 1050 0.0% To 0.6% 00.0 psf 7b 30.0 psf 50 0.2% To 0.5% 10.0 psf To 25.0 psf 3350 f. FROM THERMO WINDOW PHONE NO. : 407 260 2297 May. 21 2004 04:12PM P9 Thermo Window Industries 6 NCTL-210.2850.1 TEST COMPLETED 10109108 The tested specimen meets(or exceeds)the performance levels specified in Table 8.1 of ANSI/AAMAI NWWDA 101/1.S.2-97 for air infiltration. Tke listed results wre secured by using the dessgnated teat methods and indicate compliance with the performance requirements of the referenced specif&cation paragraphs for the DH-R55 product designation. ,Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four(4)years. The results obtained apply only to the specimen tested. No conclusione of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report does not constitute certification of the product, which may only be granted by a certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES i AIV YERS Laboratory Manager FROM THERMO WINDOW PHONE NO. : 407 260 2297 May. 21 2004 04:13PM P10 Thermo Window Industries 7 NCTL-210-2850-1 APPENDIX A fir✓ Forced Entry Resistance Test Results Test Method ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies,Excluding Glazing Impact" TEST RESULTS par= No. Loads Duration Measured 10.1-Lock Macnipulation 5 Minutes No Entry No Entry 10.2.1.1-Test Al L1=1501bf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=150 lbf 1 Minute No Entry No Entry L2= 75 lbf interior 10.21,2-Test AS L1=150 lbf I Minute No Entry No Entry L2=75 lbf exterior 10.21.4-Test A4 LI=150 lbf l Minute No Entry' No Entry L2= 75 lbf interior 10.21.5-Test A5 L1=150lbf 1 Minute No Entry No Entry � ✓' L2= 75 lbf exterior .10.2.1.1-Test A8 L1=150 lbf 1 Minute No Entry No Entry L2=75 lbf interior L3=25lbf interior 10.2.1.7-Test A7 L1=150lbf 1 Minute No Entry No Entry L2= 75 lbf interior L3=25 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No'Entry I � FROM THERMO WINDOW PHONE NO. : 407 260 2297 May. 21 2004 04:11PM P6 Thermo Window Industries 3 NCTL-910-285171 148W TEST 1?,SSULTS Plan Na ?tete of 211st&Method QO$u Mowed 2.2.1.6.1 Operating Poral Top Sash Up 131bf 20 1b Down 19 Of 30 141 Bottom Sash Up 121bf 30 Of Down 17 lbf 30 lbf. 2.2.1.6.2 Degtaaing-ASTME987 Top Sash 1bp Rail(70lb1) 0.6% (0.0030) <100% Meeting Rail(70 lbf) 0.4% (0.002") < We Left Hand Stile(50 40 1.0% (0.005') <1000/• Right Hand Stile(50 lbf) 1.4% (0.007') <100% Bottom Sash Meeting Rail(70 lbl) 0.2% (0.001-) <100% Bottom Rail(70 tbn 0.4% (0.002') <1009'i Left Hand,Stile(50 lbf) 0.6% (0.0031) <100% Right Hand Stile(50 lbf) 12.0% (0.060') <100% 2.1.2 Air Infiltration-ASTM E283 1.57psf(25 mph) 0.15 cfinl ft' 0.3 cf n/ftt 2.1.3 ` Water Resistance-ASTME547/331 5.0 gph/ft' WTP=a 25 psf No Leakage No Leakage 21.4.1 '* Uniform Load Deflection Test ASTME330 Maximum Deflection 55.0 psf.Exterior Meets as Stated 55.0 psf.Interior Meets as Stated 2.1.4.2 t* Uniform,Load Structural-ASTME330 Permanent Set 82.5pal.Exterior 0.02" 0.252" 82.5 psf Interior 0.02" 0.252" 2.1.8 Forced Entry Resistance-ASTM P588 Grade 10 (See Appendix A for test results) Meets As Stated Tested with and without insect screen `'*Permanent set recorded at mid-span of the top sash bottom rail 18� ■ ■ ■ ■ CITY OF ATLANTIC BEACH r •mss �� ■ 800 SEMINOLE ROAD ■ ATLANTIC BEACH, FLORIDA 32233-5445 ■ Telephone: (904)247-5800 ■ Fax: (904)247-5845 ■ http://ci.atlantic-beach.fl.us FAX To: Fax#: From: `--A- Z czs j V�t(a cn ci-i S Date: Pages: ',L Re: ❑ Urgent ❑ For Review ®'Please Reply Notes: I�+d2 t +( CSC-t C)r.� ►..A° -�- �� G �.� -�-In Z Pt`C 1E_S 4e(ZsZ (AL1 a4- L�� l.0 TLti L- L i q 91bUb.1.4 Protection of openings. In windborne debris regions, exterior glazing that receives positive pressure in the lower 60 feet (18.3 m) in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SS TD 2, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 reference therein as follows: 1. Glazed openings located within 30 feet (9. 1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9. 1 m) above grade shall meet the provisions of the Small Missile Test. 3. Storage sheds that are not designed for human habitation and that have a floor area of 720 square feet or less are not required to comply with the mandatory windborne debris impact standards of this Code. 4. Openings in sunrooms, balconies or enclosed porches constructed under existing roofs or decks are not required to be protected provided the spaces are separated from the building interior by a wall and all openings in the separating wall are protected in accordance with §1606.1.4 above. Such spaces shall be permitted to be designed as either partially enclosed or enclosed structures. EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.2B. Attachment in accordance with Table 1606.1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not exceed 130 mph (58 m/s) . CITY OF ATLANTIC BEACH OEM / > J 800 SEM INOLE ROAD ATLANT.(C BEACH, FLORIDA 32233-5445 Telephone: (904)247-5800 ■ Fax: (904)247-5845 ■ http://ci.atlantic-beach.fl.us FAX To: A1. CbkJc2k-e0c-A(00 (L Fax #: Gz� From: (-A,C"V- , �A c-zc-1 k" Date: -cZ[c: Pages: Re: -�Z 33 K5 C.\1 r--d'P-.2 12- ❑ Urgent ❑ For Review [�-Prease Reply Notes: 0-61-.J4 4M is(57 k Q _(�4�`►h 1�143f'�t�, l�-5 V\n, E leik to 2 WvtiA,wx,, - ®A-yC- C�'aE�2 t�2 �!a 7�.©'�. ( ��..(zAS mac. �j(ah►.Ai� �1.4 Ihl¢ RL A c E'C(4t11 f. �uers igrk H T 51'' AlTw t utl 11.F w AVS 'PAY.- L., ■ ■ ■ CITY OF ATLANTIC BEACH �r 800 SEM INOLE ROAD ATLANTjC BEACH, FLORIDA 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 http://ci.atlantic-beach.fl.us FAX To: 1ACCOPPIKk C2, Fax#: "-?Q -3sOq 7-0 From: 1., ¢2Q Date: /4 -z/Vc-1 Pages: �_ Re: e f-tyF a e¢.E- i ❑ Urgent ❑ For Review 21 Please Reply Notes: ` �0 b V®Lk- --��V-2 %A/V,(E- PDQ cbO W P► KA b i•Q (21/a-( 7M Ql CL �•-i b� .S LQS i2C C i 1,0 IJ CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 Telephone: (904)247-5826 e Fax: (904)247-5845 VV MN.COAB.US FAX To: Fax#: From: Date: Pages: Re: ❑ Urgent or,Review ❑ Please Reply e a �J 0 e A Notes: Luc c-ck-n n J 1 rtAA an�] S--e- Oct -- 04/21!2004 09:52 9043880420 ALADDIN CONSTRUCTION PAGE 02 94/Q101,20" 77!91 9139059376 Ffior ee.e9r9r IN:so 010 sea %stn GLASN M".#Me. ewarr.� Mddli" AOfJlrAlrR7R"GLIMAIM A�Rlli07� W--�� f.9 � 1.11i�io.rw1M>y/MdA-mo— &9MMrMIMWOMMAM9WXa1R.It l+9wbss ffRMDi�Mi �wrl�9Y�.rfr��/M►�NMeMA .ri xuMrOS 0,*904 VdMm ArbeaADmAiwywaeegywl� AW Qn leeaelee rev 691110w1ma h woc ch rm u"pass a, 1 7.171r9M9i/1 we Nb�'bl w9ryd MIMs�M wN9w.wir t1 r91W19d b��9y i.., �eeraM O9ai�19R fNf.Mw l d 1.676 M/liiN.MW-1 WSW 9rl� +ai*19 i119n rAdWMk%&CWA* �CXL%d 11 AA leeelwrlwfenllpe/Mrr Mnww9i den9• i.e •��9•+•+w9wr1919ei1r....e1w��d.�w.11r9r.9.Ig1�nY Kms. u.w rY�9r1.N.�rM.ew�wi�"we1M... iaMwwirr~Mw9y�isw .wiw+ ...�ur.wM..dA�11wbeww •a�1rMKYamc. 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INC. DL►SCRt►TMO SAPLCIt IIID IS A POLIVINY1. BUTRYAL D#TCMLAYER MATERIAL r0ft LAMINATION VITH Mau an soy" Srocs. A TYPICAL GLAZING IS NACC Of r .FILL gwtNC t:01MCME«1TS tM1NtMUN r�+icKNESS INpiQATED>, T PMRtOMRIn" dcaUL-1 AM TI row ioxmI r s ep a oa AVCWK lowAut 1s' .Y►nalt gtnl am Mina fell Af ;= wa r� PC OW CdMl.t VRM "a MOS14 M1 .>R uelaa er rNc slaurw ulr*a = 0 fLgx 1i A KT�lfi Lel'.,wo"m�t or S0.ww 1.0 Ilaa. mum _ R ».. ...� IiT MRM MN111A ta>A N� » -71 Pao XCLUT TA M t - ■IIO�ti a^�f� FAW sMA oa 7.494 W ppcc � Lf1lR LAOUNATCD GLASS Yo ao��d sLO°ta ♦d tia ,.ely s.d .Lai»t6t-�Oi'r 04/21/2004 09:52 9043880420 ALADDIN CONSTRUCTION PAGE 06 9990 iei2eea '22:94 In3mr.i952t4 raw 1 e gi17if7 qeN wily t.7 %as■ euff FWD.tNc. !s as s OSJ7f�ea ra: of in" Nt fNs �rw} rOAlO•DNOdf CWM1tP,ltartDw I�sll4.ftA1�1e tuaslr f1t7LL.OwrD rM �7 M t!t it AY'►t a91OUa ht• �:OM!>lAc.sls Ncl+rlilsscrMt 736 VtfoewNt Avw Ysgs+v atv/AMOMt77s1M► OptNif dei" 01.)16] C0t+1fw l�iYa>Mll��pl C.IWPD;Wi pwtl��wtf twYYt10 ir—Wg"—Ar""M990AWFBNNMVw vsf*16"1 � bear CiMs�4if�wwwwm M G mw M►s1�►ilte M vw sd wlfaosw tMdodda ofd 7*a W CeMawrei.�ire�..ptw.7/reewArr♦tYw okk ba IN eea�wYa lbn p+w by tlt.Mini Dwe Cgf�r��'1t Coe.fsopt.fw Oho.�sasr AN ftwr,eww sa.dew rffot. MR NO^*0111011110 V06 CAN!u aOtwsWN fde su qd tlslsa. deco,t mftvw Go ripe tr"*AV fts >rasm - .1 1 as aw t9�r M..99 jo*w w�iw plow#w*Now mmum%was. if ab datomism"pe oot pwiew Is goo awd14.or ww d do ufs N 06 VMdM 4 M Wd lMNdkU*. 11=0 shower tt♦s dile o eereltt:Ak sf#rft*4 ff it is eoio---s NY*=Airs NI.prsslta at so wid ab a awu As.,oqutre,.ea of to logs rlw w As�le�C.er. ACCWTmftspoj RAW Ram"m 11 Rim& n..tAwow ote.r►tfdl.A.sin w iwfaasti,wrwr...awt..e.. lj J,f�� ctwr*,rr�rt cef.a atvi.iso T11W opltMA11 R Ate PWd"P4"Mi ho bowl redewi b tM MCC*mW foPe.ed by*a'a"M..Q CeM s7nt>Rulttd Ittadew fawoNo99r a.ie ow i.*Ar,ni-Ddo QwnC►.A6ftlle.wtA�w fh9 oo9si�wi.sft AsOt.ww�a ?sgse 7.QWWMNN6 LA- Dt.we. NlfgvfistJ�r,{�p� 14in.i•Dds C99ofb lo0i:re Csre Carr►snr..t]C►k. wr+wnwawr..00,.e.�..wrw w�Won" 30 c•d wraI-I.r[L-Wall aoa�d rt¢O T i 70 r2 "raid 04/21/2004 09:52 9043880420 ALADDIN CONSTRUCTION PAGE 01 Aladdin Construction • . ftx A-V- V-par".. Data. ❑Ur�nIt 0 For Rewkm 0 Memo Carnwnt 1.l Reese Reply D Pkw"RM.ycis ��t.anrnrhl�: 904-737-1218 p. 2 A p r 22 04 11 : 05a P a t t tj WESTSHORE PAGE 02 04/20/2004 22:81 8138859526 09/13/02 15:3G $717 292 1392 Gr.A5&n1w.INC.- i�j001/01t �Jl1�CK�►X" /IClC From: dCCI,C� Tet X13-79�-691 t June 29, 2001 W.Tom Zaccone Glass Products ant. Cildco Drive P.O. Box 313 Carbondale,PA 18407 Dear S2ffe X Laminator, , This letter is to Inform you that Laminated glass with Sallexe ATGeva Interlayer by SWUM has received the following Dade County Nvdt+d APprvvai Number. 011-0205.02. The approval number refers strictly to laminated glass tonsuring or two(Z)or more titers of glass and the approprista thickness of Saflex lntwi2yer to meet the deed impact critrerl8. Safkxe IIIGPv8 Irftr%yer Is not allowed as a stand-atone product The glass used In the laminated shall meet minimum requirements as sped-W In ASTM C 1036 or C!048 with the laminate meeting the appropriate requirements of ASTM C 1172. Any laminated glass contaMing Saflex ZWlnter Wer that is supplied for use into Dade County must be permanently marked with the laminators name,MDCA-Sadfex(Metro Dade County Approved),and the appropriate ANSI Z97.1 or CPSC aertirtcatlon marking. Through this notification,we are authorizing Glass Products Inc.use of our cornponent product number and MDCA Sa+tex marc for laminated g{ass with Salle'x interlayer. This noufk21lon does NOrr give authorization for tfoe laminator to utilise the MDCA KeepSaM Maximum label. Ibis authorlration is given an the understanding tftat this product control number and-approved marls can not be used for any larnirtatr d glass product other than those manufactu►ed with a minimum of two pieces of glass and Saftex intertayer by Solutia. Should You have any moons regarding tttls product number, mark or the use dweof for your customers,contact me at(413)730-3413 or FAX(506)667-2.994. ASaMex i'Y, r • d"� n Apphratf r►sa Manager - ail Enc: HOA 01.0203.02 a: John Sault W.Lambert-legal �S�rlm[R a M*WW t A&.VrWt Of WWW,Inc. 1 2 04 11 : 05a Patty 904-737-1218 p.3 20/2604 22:01 8138059526 WESTSHORE PAGE 63 08/13/42 16:33 $'717 242 1382 GLASS MOD.INC_ ®Oa21012 Soh,da,Ina ACC3W'A1VC.:iR 1t O M-42ftft •�rnavgn: w4�,nni r�ar�.s: osrsaaogs NQT M COV wenc>Etrwra�:srrctx►IC t ONIDjT1plVS 1.0 &Cora: 4.1 Tba ta.wa tr.Tsoltes afAowpe■ax No.99 i?2tr.os that was lvsued oa 0g27N:,It aPpevves t o iutsrlaye for laminated Ower as dssabod is Saetiaw a of tbia Notion ofAoeeptaeoe ENQ,A).It is domed w eoatpiy...TAO tin Sew4 Florida ll Aft C oft J994 8didws kv ld mmi•Dwk CemW-MTB.C)for the loca im whms the nagebsmmft ar dowwa+iood by SFDC Cbmpaer 35 am mot 20QW_ D>fS gjKM0 - 21 Mw Seim WO a Polyvinyl%ft7'v bftiqw is appoved vdib RaP,s•dcamjj"in die(allowing �... . . deewoea[DwwbS No.10S 1,A"l of 1.dttd W IMI.Mad"ZOSAee Mp P"1ukd 7wAr r vmkw a Glame.pepped bjr SetlaoL.Lte 7aey laarthe Irtiatai^rladr Corallr pmt Cttapta)Apparwa(ttaop with hetekerQsr>•etvrfertad Islo the spproaed dmwiaS 'Aodats Caatnsl DFirion Itia drawing"I 3.0 LI01saTAnm. f . 3.1TTvitism oompoaadapproval mWdantmtincluder+.dua>i�olsn+xnvalpeffm mbmofThio component$yams ieampeeMOMIS San eoOapoaeatsbsll apyly tlfr as NOA to the Idiaad4Dade Courtp nodncr CbmaulDimionsaddiallmah"bas pas eamPumeat vdR terirt loeda aiocotdlaglo(Mmg er 23 efibis&FAjr- 4.0 DP:vTALLA7lOPI_ 4.1 The Sadat IIIA FVE rya tar Laminated Claw Shan be hwoafd's atrict M Oiaam wiM the appe eed*awwg.A lost oreudmbmd lareimmor sbWO be filed ie t3ia office by Soluak Inc. S,9 L&MQx�iCt 5.11meoignod shem wft Sell=We by Selatia.Lc.abap he pcasnttpeiy mwkW wWt MDCA Sdbx ar rCacpSJe&(m maaa and the MIM I - tame.TUs sadk d AU be is dha same matt oram ANSI aWfor CPSC leap iq aaatees crave Eta an 1lejeiited. 5.0 7II't61Pilt><O[I L! Apylinlba TwTlat'Iding Pataeit abdl ba aoognpeaisd by�of the tblbwi� 6.1-1 Tfw NQA of dw sI - wing Gis aa.pcuwet C 12 Air altar doetptaas ngnin d by**DO-Wag OAM or the Seam Floeida Buddies Code in o .vaiD m 60 homollatisn Ord w epatea. P8.St.F.odettt Coatfol Qacoiocs Ptoderd Coettlxil Divwon -2- Z , FL O J � P, � � �• t a Ir �. oar o � • i � � � �� a if W ! ^ � N ry . 3 ��,� •�. ►►►111 to % ..�. ... ..w..�..1 I I�..�....IAI .�IfN.f Y"1 I�1 f�1 f Y •..�.... .. __ _. SO4-737-1218 P.5 04 11:05a Patti PAGE B5 V2804 22:81 8138859526 4ESTSt�ORE 06/13/02 16:30 $719 25Z 1362 CLASS PROD.INC. 16004/012 NIA 10� MUMi-DADt COUM Y,FLORIDA MET1(4DADIa FLAflLER BtALDIWG litltlAM ce"COMPt.IAWt 0mm, "t3I"43ADH FLAt7LIM BtMDtdO 100 WEFT nAM-ft S VXffr,SIjrM Id03 PRODUCT CQMOL NOTICE OF C '''w"t'FL°RlDA371702502 ��ANCE (707)37-562901 PAX(303)37f290e 9ebwo)inc. catr+tuC"mUC 4wmx cUOm 730Woae—en Stsaat tmt)aI-Mr raft Oe MMI 9prlil=Qeld,MA �I151 cxwr*ACma srtso%cwwXmror,=x t ' t7es739aaaei RAX l7Csi 77SMaf t�tacrcorre7tot.atvtetotr PoA3�saroaPnac posl7•ssa3v Yaw appliea wn for Notice ofAcOgXm co(NOA)of: Sa>hm i ICeapaafa 1Nazimum undw Cbaptes 3*few Cade of 1�iia d4)ado Cowty governing the loco of Ak=.te Materials and Types of Colasonit*^and completely deanb d hervio.has bom recameaeoded foe noc bytho Mi 'Dade County But7diag Code Compliance Office(BCCO)under 0.conditions apodfied herain. IUS NOA shall not bo valid afar the expustwo,dela sU*A below. BCCO et sa>cvos Ift right tO Scotto this prodact or t:umdal at any dmme fiom R joWta or mmufactucces,plant for gaality control testing. If this product or matador 642 to pafonca is lbte appcvved manner.BCCO way tetroica,modify,or wp=d the um of auob peoduet"materia[ bmw&d* B=resemrs$e right 1,mwi=this eppmval.if it is detamiaed by BCCO that this product or mal-W fins to moat me rrq m=vrms of the South Florida Building Code. The-PeWC of such lestit S will be inmmd by the maaafsatum. ACCWrANCX NO.:LAMM ranpnm-asaiam mad Redrigaetc Chief Product ConRol Division IMM-4 IB T�e•r><v� s*e to wDDI[IQ, MOM Em VAM >sC&M NEURAL Otm.uirrr CODS A rRQDeC1'AI wm cow This application for Peoduct Approval has bees—kwed by Ow BCCO aid appmvW by On'Building Code and Product Ravi—Coarsoietee a be teed in Miami-Dade County,Florida u.d,the:conditions net forth abovr- Francisco L Quibuz%RA Dktnw Migai-Dde Cowry APlRo 7de a tlol "Nina Cade COalpliaWA Office t`ortaaa+rmooa..wr...M..b.,u..o�ce.r w,an lateraet melt�ddr'atat parfmaslet®erlWiyesdreailiwaa► � i#ameptas:Atgr.Nwwi:6lthmatieedsoatireces 4 SAFLEX ®IIIG PR[]DUCT DESCRIPTION A B C MANUFACTURED BYr SDJUTIA. INC. DESCRIPTION, SAFLEX IIIG IS Ar POLYVINYL BUTRYAL INTERLAYER MATERIAL FOR LAMINATION VITH GLASS ON BOTH SIDES. A TYPICAL GLAZING' IS MADE OF - THE .FOLLOWING COMPONENTS (MINIMUN' THICKNESS INDICATED)t A - 0.090• CLEAR GLASS SEC tON H - 0.0©0• SAFLEX IIG PVB INTERLAYER - C - 0,090' CLEAR GLASS - PRODUCT PROPERTIES f OM P TY Cif C) f Tlt in T AS'T 30 Clf ! -" T OPbumpam 1 7 ivw4t CI3 A T C S sm- g! w Ml"4 - r P 7 ELM T T F F F - � 1 C2> L c4f AVERAGE I NLOS OF mpru LE AST" C159 ft TER ? I SPEC SI altaiss QA % !P R dumeva InTERI.ATER Cif SAF'61.EX*IIIG PVR nammot 1Y ITSELF WCE NOT COMPLY VM THE SOUTH FLORIDA WELDING COPE C43 VEATWRING PER SECTM 3306 OF Tri: SI UTR RORIDA Mi1H c ®SAFLEX IS A RECISTEREO.TRADEMARK Or MUM. I>rC. swu RION IIi1m Cm wt MAX w an: ..� IT MCT aim MUD can CHROU om REV. 01 SESCRIPTOR RAE AGIMM IL /- Apt 1 739 WRCMITER IS R EBET - SMDOWIELIL MA OU5I - PHOIEr 506-%7--3W9j FA36 50-067-2"4 V sram+i*,►oQ.aA tI7LE� ,f .0 SAFLCX 6IIJG PVB INTERLAYER v w 6 tom• FOR LAIGNATED GLASS SM&WO..U.comm s.M W"� wins @a a�awr► MAW[ RATE. Ss�M Ma - ""'•o*=a-vis-em.e" ' ' 1051 V,V.S. 04/I9 Ql . _ 2 OF !' - s ,��•�� Marth atesk(ida,IN..�„y�tltsx fd'SeaeiJlOZ! FrK 5�447•j09� july 77.2001 W.Tom Zaccone Glass PnWucls.Inc. C11000 Drive P.O.Box 311 Carbortdde,PA 19407 r"Tart. TM teller is to Inform you mot 8WA0 Ma PVD IntellayW try Soiutb hes aew"d Ute boom"O"a,County Px0dud APPIDWAr Number.a9-122YAZ Too approver"UMDar ntI alticgt t0 use of the pro04a in W"a ww(at w"of Isfuladod gtals eaa:sting or aro M Of el0ta 01"of stela alnd the MPa0ptfab lhtdunts Of 3SW WGIIISysr tD meal the 4WMd eased Critola. Tba aMaa Wwtl MOm ninknurn teyukMwft in spedfkQ In ASTM 0-1033 or 0-ING. Any laminated ptess aorasining Saflax HP Interlayer that Is supplied far Me oft Dade Parody Must he pemtenmvpy-canted with IM IartNlt WS ASM,1140CA 1tafla x MP(%4WD OWN County Approv*4,and tae appmposts ANSr 297.1 or CPSC 401110 talion marking. ThMUSh thin nadr►estton,rva ns NHWWM O Olga Products,taw use at aur CDstporrent Pfoded number and mark far tirnicxW W yhsia wkh$dtr+e H/'TMr rfeysr. This-info tW"Is given ea tlra undarataneing that this prodad ON puna er ON aPplDwd Ma it 0aa"ago Used far any Iaa*ww stats product e0wr then these rataufuau►ad rrph a fatni"tde of NO P1406"Of anti Safletr laP lyxtsrtsyer py Soiutla. Your company name has hear subra tod to dada C Wb as an acdhotiaad W&U*Orof$-flax I have attached the pertjaant tlpCUMS19119011 for ted MOA as WMad by Dada County for Sefw x MP,and have tedudad out standsrd 9*11ax N)G pradhd oppmval for your reference. SltOW you Mve any quasdarxs ysgardhq tldS prpdw:t Ouubw,mark or the uta theme!for your customem cwraact am at(SO%M7-3029 or FAX VMS)is1.O127. u' . epi" M inlia�rts . ally x Enc_ att.YNDltarrrrxNP-a0.13tta1 ora.rax>R mare fro-otsnbAt CC K a a -,Or-Bomb Inw. M.Lw Uwt.Sdrlp Lc- OL t0asts-Sek&%W. G 0010100.-Sahib Inc 'SArl.•nikrae�00rwa4dsa0ar.►c 6 us,t MAW-DADti COUNTY.f t OIrIDA l+[MO-DADS FLACLEik suiLamc stlrLDW.Cost CODtPLIANCL orrict VAMOIDADe FLAGLEA bUtwime ado WEST FLAOL6R rMLK SUiTY t#03 MIAMI.FLOMDA'131.10-ISO PRODUCT CONTROL NOTICE OF ACCEPTANCE 0051 375-1909 s,%c 130513t3.20(a SOit, a Inc. CONTRACTOR LiCItHS)MG 3XXTION 12 Park Street (305)355-M? FAX t3os►3*Fs2ss* Nart6Broakiietl MA 01535 COITMACtt7RENTORCCMlrNTSECTIO" 0051373.)WA FAX 065)315.29o* ~Purr CCWTROL VIVWON Yaw application for Product Approval of: (am)375:3000 OAK(30S)117-039 soja r fil'p under Cligxcr 8 of the Code of Mismi-Dade County govaning the we of Attermte Materials and Types o, Consecuction.Sad eompla4ely described herein,has been recommended for se0cptane:by the Mienti-Dad,1 County building Code Compliance Office(8CCO) under the conditions Specified heraim This apptoval shall not be valid after lbs expiration date stated below.BCCO reserves the tight to srcutt:th product or material at*stytime from a jobatte or w nufsetuves plant for gmWity control tasting, Ifthis product or tniterW lfils 0 perform in the approved tnuumr,$L'CO tray revoke.modify,or Suspend the use of tush pmduct tar material iattnedtately. BCCO reserves"right to revoke this approval,it it is dctctminOd OCCO that this product or material fails to am=the requirraw-uts of dtc South Florida Buildint Code. The expense of such testing will be inenired by the manufacwrcr. A ceeptsnec No:99-t2Z?.OZ Expires-.041114/2003 Raul Rodricucz ChicfprodumControl Division THIS IS THE COVERST3EET.SEE ADDITIONAL,PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE&PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Cock and Product Re+iew Cv:rsmWee to be used in Dade County, Florida under the conditions set forth about:, rtncisao 1. Director ( of3 Bil -DadsCounty AnProved=04/2!/2000 uddi't. Code Carnpt;ancc Ott 7 ba:' t olutria--f r ACCEPTANCE NG:99-t___ ZI� 02 APPROVED :APR 14,2006 ExptREs APR 14 2003 N OT1CF AR ACC&M t!CL,�SAECMC Mb!DiTIONS 1.0 MIMFE: 1.1 This approves a toenposiea IneeriVar material for tarninsdorr between two sktssas as dtacribed in Section of thlc Notice of Aaooptaneee.It is dasigeed to comply wkh tate SOU71%M-4414 Z%Uiwg Code.1994 fidition to Mlsm;-Dade Caunry(S.F.a,C.)for the location whaee the vaquirements as dcwcatrned by SFDC CLapter 3S a rt.et, 2.0 ZRMCT D$SCREMN: L1 Thu composite SaOea HP interleyerfor lamimatlea shell comply With the properties of the(allowing document:Drawing 10058,shell I of t.prgw ed by Solutia.Inc.,dated 172/29/00.It bears the Miami-Dace Counly i'lbdWt Control Appaoval stamp With Ore Wake of Aeceptance number and approval dnte by the Miami-Dada County Product Coetral Division.This docuawre shall herainafLee be rcrerred to as the apFrovp drawing. 3.0 LIMISAMNS., 3.1 WS Spptbvu)does trot include an MKIL1a11011 Vf structural yarfbtelanee of this component.Tau reports sm other tequbed doehanants sball be aubmittcd to Dade Couper product Controt•,showing that the systems using this laminated gloss will resist the loads according to CMpur 23.orthe s:F.B.C.t In order to issue an specific product appravot for the system. 4.0 JNSTS �LJ ATyOWt 4.1 The eomposite intedayar material rer lamination are fabrieamd by$oluda,Inc,and tpplicd by authorized laminators in strict compliance with the maauFaetterer's Instrmlions and the approved dravving.A fist or authorized laminators is prepared by Solutia,lac.and one copy is kept in the approved file- S,I ilaS.1 Laminated Glans piens with Sallert HP by Solutia.Inc.shall be Patanently narked.with either MDCA Saflex:His and she laminaror name or;MOCA and a laminator cede provided by Solucia,enc.to Dade County. This marl[shalt appear in the name area o(the lite as the appropr4te safety Int-A The purpose of this marking to identify the product a all times, Z.0 BUILDING PEVIBUIREOtIIRMi_MS: 6.1 Applkation for building Permit shall be accompsoied by copies orthe rollowing; 6.1.1 This Notice o[Aomptanee(MOA)add the(NMA)crUw system using this component. 4.12 Dttplicato copies of the npprovedarswings as identified on section 2*[the NOM. 6A.3 Any otter document required by ilia Building Offie:iol'or the South Florida Building Codc in order to properly evaluate the installation of the system. Candido Font,PE.Sr..Product Concrol Examine Product Contml Division 3- 8 MANI-DAPEY,tLORDA amoo-aADD FLAGLUx svaw>va RMAINC CODE COMUANCE OrMM laE�tOaaAa£p1.wGl.Ltt BiIQDQ+G I40 WEBr FIAOLBR STREET,SUriz[an MPIA.FLORIDA 99136-1367 �Qj�vcT CQtaZOL NO CE OF ACCEPTANI (30J)PS-MV FAX(tar)M-M .9e1utia 114G COKMACTOR LtC7{MMM66MM 730 WoaeMter Streit ODA)275-MP fAx OOfl 375,t),ta $princeold.bU 01151 cm"A crest V49mcoe6n blvalon 001)319.2966 FAX 003)1Y.39W PSD*VcrCOMMOLMum (30)776-JM P^X 0§*373aM Your upplirado n for Notice of A=Vbnee"W of Saffm/Xmpaafe M x mem under Geer 2 of dw Code of M=d-Dods Coagp doveming obs net:of Ak nw to Materials and Types.of Cammuctiao,mod entnpiemly described bmaim.baa bem=oo®mded for.neeeptwoe by the M6&ui-Dade CMAY Bundler Cede Comploom office mcco)M**the o0o idons specifiedhorain- I)=NOA shall not be valid 4ftr the egfiradop dsee wooed below SCC)reserves tie Sight to=cum this ptoaut or awteasl at my rima Aom a jobsite our meea6 umm's plant Ew quality oomrol essting. If this pwduet or uumtial f4s to 5arfa6m in to approved mmea.8CC0 nosy tvrt7 m a&ib.ur"PCW the Use of such V9*duc9 or meaerial immedWR . BCCO X9W9Wes the AS4 w ICV03M this approval,if it is deuoroined by SCCO that this ptQdset or mseeaiat ibex to mace lite s+equhumnb of the South Flunds Building Code. The expeatw of mwh ta:Riutg will bo i owrad by rho nam4e dwe►_ I�ZlA � .ACCBPTANIC9loo.:X6§6-" (ilk FJ[!IIm:Asalm Raol Xodrigaez Chief Product Cautmi Division i rs 1 coyt7eRit ice:¢ l+pnTlIAN� ,PAC=MR MMCMC AND cZMM" Quffazam BuQ.D1Ret:CODB d!YRODuCI RMM This Voliftdo t for Product App mal bra boas wvkwad by the BCCD and approved by the-Bwldmg Code and hodttet Review Cotnmiteec to be used he MWri--Dade Cminty,Flot{da wider the eonditioos set forth above. Z Francisca 1.Qtaisotnl4 RA Dlreaatr Momi-Dads costaty Al9P1(tOVfrD: 051I7/2tltll Building Code Cm ptianee Moo tto�S0eo1 >ee�r.ie•as,.rw.�t .• Gar..t manaaa„ec e• � H.sepap:anpJ)trtrwbslldiagtadasutgse.e.m 10 ry 904-737-1218 p. 11 Apr 22 04 11:07a Patty WESTSHORE PAGE 11 04/2812004 22:01 8138859526 Da/li/DZ 16:43 8717 282 1332 GLA9b MD.INC. @ta11t012 Sohti..IN ACCEPTANCE NOI:01.02Q,�OC z APPRO3VBD:. MAT 1 7 M UMES: osawoo6 MCMCE DF ACCETTA2VCIC:SYEClFIC CONDIMONS i 1.0 6COPE: 1 I I This roaeava tSoNatica of Aoeepu me NO.99-0728.05 the was iraued ort 08/17148.It approves An intmisyer ` for IsMinared glass as described is Section 2 of"Notice of Acceptance(1`OA).it it deaignod to comply with ! the South Florida Buildias Oudot 1994$ditioa for Muai•Dado Comfy(S.P.H.C.}fyt rho location whore the requirsmeats aur determined by SFBC Chapter 73 ate lose 2.0 PBp4DCT D$SCRTJ?TI01+r: j 21 Tba Sa#?ast IJ1G a polyvinpi hehyal itNtrlay.r 'tapProred�virb pcoporeias as devenbod is the EDlkwinj doeamaot:DraaiazNo.1051,sheet i of 1,dated 0U1941,EN.d'Sa31er!IQO!YB Iatcrls fac Laminated Glast^,prepstad by Soiatia.,Inc.They bear the hors.rai-Dade Cowry Product COMMI Approval Stamp with NOA number std approval daR by the Miami-Dade County Product Control Diviskit.This drawing.hall bare;maRar be rsferrad bas the approved drotriar, 1.0 1 grg2'AUM-- 3.1 Ibis is a companeat approval and does not WIudo an evaluation of structural per0ttmaace of this tompocauL Sysums incorporating this component shall apply for an h DA to the Miami-!lade Comity Product C:oat"A Divistoa and*ball subtah tost reports and other required doeumeatt showtag mat dw srstta s using this component wild mist the loads aeaordleg to Chapter 23 of tha S.F.a.C. 4.0 V48?AId.ATLON. 4.1 The Sa&A MO PVB Inteiayer for Latniaaeed Class shall be fabricated In strict compliance uddt rhe approved drawing;A IFst of authorized lamimw*Gall be Sled in this office by Saluda,Inc. SA LAMB�eQISti S.1 Laminated sheets with Saflen MG by Soluae.Iso.shall be pet7nmeWy mea'ked with MDCA Scuta or Krop$afe Mvdinuisa and the latubuto r name.We mark oball be In the soma arn.a ottho ANSI anNor CPSC logo In a coituar of as His u requited. 6.0 BtIII.'DIPiG 3`LrRMTI1tSQiIII!$]Irl�i�r 6_1 Appiieatim for Builermil Permit Atoll be accompanied by copies of the foliowiag: 6.1.1 TM 2a0A edtho system rsintt this rompoaont. 6.l.2 ADy other i1m mens,required by the builditt;Official at do Saudi Florida Building Code it otdw to preparly evaluate the inetallati on of lass aystam. I �' madido Font,PE.Sr.Ptoduct Control Exarttirner Product Comma Division -2- ]1 A =Soltttle.lAG ACCEPTANCZ TtO:RLaZq"Z nrrnavZ)u• MAT 1 ? 2001 axrtauts• t►sn�am P(MC6 OP ACCLCTANCS WANDA"COND1'i9ONL4 1, Re"c"I of this Acceptance(approval)shall to oensidatsd ager a renewal application bas bce n filed new the origin, co6mitted docuravotation,inelodiog tcst-supporting dans.eoyinec ciag documents,are:no older than eiybt(5)ycass. 2. Any and all approved products shall be pwmseen$y labeled wit),the rnermfaneurer'a carne,city,state,amd the fottow;ng stainnent: "Miami--Dade Conary Product Control Appravcd",or as specifically stated in the specific Conditions of this Aeeeptanae. 3. Reserwals of Accepteace will not be considered it. a) M wee ltas been a change In the Soetb Florida Building Code of rating the eve lurtion of Mitis product and the prodtu is not in vaapNnuc:witb the code ehasges; b) The product le no longer tita some produce(ldent cal)as the ons:originally approved; c) If du Asn ptonee holder bas set aoiaplied with all the sagviremsav of this ecetptease,iscicding the corstct htshliatioo of the product; d) The segrttetr wrho aligntally PVPWW.sig;W sed eaalad the s gaised domwootation ieitially eubenitted is no lonp practiain6tbe ea=fnersing proholon. . 4. "y revi4on or change in tbn mv"als,near sts&or aanufaaure ed rhe product of peoeea awl awwwatleetly be etatac for termimtion of tbts Accepwat,tt"prior srASM approval his beta requested(through the titan[of s mVlsion ttpp&3eioZ wide appropriate feta)and grantod by this offine. S Andy oftha following*WI else be grounds for removal of this Aeoepiamet A) Unsatisfactory perfatm Into of Itis product of process. k) lllis►fae of tiffs Jtoeeptaaee aI cndoraewcnt-of eqy producl,for sales,advertising or any other purpose. C The Notiet of Accept me number preceded by the words Mural-Dale County,Florida,Ind followed by the vndrecoa daft may be dtipinyad in adrex king Ift mtwo.Nary portion Of the Notice of Acceptance is displayed, ohm is shall be dote In its en$rety. 7, A copy of this Aeoepeanoe w well as approved drawings Ind atlter documents,where it applies,shalt be provided the user by the tttmufacturer or ho d%Wbutora and shalt be evadable for inspection at the job site es all time. The engineer seed no reseal the a**&. L Failure to comply with say"vibe of this Aceeptaoea shall be cause for tormioaoop and rcmoval 9f Aeccptance, !. This Notice of Aeaapumm cansisu of pages 1,Z and ibis lent page 3. tae Toni f'E 9r_nt,aalyQ Control lnatamtaas Product Control MvIsion END OF TM S ACCCKAM:Z 12 rlt." 4 - 4 04/22/2004 10:37 9043880420 ALADDIN CONSTRUCTION PAGE 08 128/2884 22:01 813DE159526 WE5T94DRE rr••x ••• 0 /13/sx 19:39 0717 282 1342 cuss FROD-INC. ®DIO/uoa 94/9V82 0:04 etas so? ism Mar>IO.OADS FLAOM DUDLWO ■v[��ew aoaotc�os�aantc� M�lw.i�s�aazwot� iso VAWT WLAGM STMM.rune.IM 1/M►A.ftAMMA 331WI"3 Bum=DRACCUM "1175-2"1 VAX(l0s)17f.'i/0t 9eAtia 1leC. tip�resu►ctrortl,x�ressrcisca'ION T3�W�osbs 91e+�st PM M4U?tAM 010M40 riaMW MA 01161 Qoesre�cloel z"MCO M Diva" $'P � ass l�f.zlfi F�tasl�rsasd - �skwo�er carrnol.ee+►lyod Yanc spp tw I Win of Anamotwe Q40A)at 9a/4 /Am" m !be 1qe o(ANOMM M"&b ad T"S of estider C 6*w i offt Cods of Ad•O000�davIipi 91-0,1" !&NOR �bll=bL bw tisa►' d dxrtpaMpt�ov by dee I�isoirDada. Cai1i+�1► i Code amrUMMM o1°'(ROC%oades die oozed lae s Meeio. Tlds MA imn not to va"dow dee 89kalm&a mood below It=rAftaa 60 ftU b 2w=this ptodsot or =516" at se? *ow*am r jobsaee or 1= I $I-@ Men plot 6w 0"j"A 9""• Ira& Vahlat cwt mtlletial t to petdsm In tbo Wpw%vd ummat. BCC=MW rswlaR loo*. ar we of roti pm*m of =a " Inum■ft 113• B(= I6 gw m ,ew a eiia ste4 if it is ioeasafeted b7 X= gaol this Fcaiot yr inset *0 ssquieawwft of&S 50aft Fbxida lU moss oaf rash Wwb«2uasd by des /1, /Zi�p ora►. A,CtW'I'AliMUM� L�� CMdftqdnct C.ol DtviuM THE This 6w Pgod A Approval Las bin mod bf ds B= and "wnd by dtc'BuUdiae t:vdn and PY+odud pCaamsricee m k nod is 14iwai-'Dells Comfy,Florida►vpder*4 aoedihaas 0M fbft above.. D4w►x bdiaai•Dsds Cceaq► AVMOV XDt,,,Qf 0,7Li OWN;"Cade caftpl Ms oQtoa w N %MMpNow p p"M 04/22/2004 10:37 9043880420 AU��INC CONSTRUCTION PAGE r,009 lot 64/28/2884 22:01 8138859526 44/13/42 lrio 44 Sl717 tat 1341 QLA" PRol1.M. v1011MA AMMAN=NO: APPROVED%— t__._Scfal JUDIM: 15�1�006 . Ga Olt'A Q�4�Q��'10I�iS 1.a 11 Tble eweowa to Motwa Of A§oq*Aos NO.W*71105 do was kavW en Oa/27AS.ItapMvaa 4w,iaterkyw Sr b ain&ted/Wa a4 described is 8ottioq 2 adttlle Na41e of Aceepfaoea(NOAX it is daiVod to comply with do SwAk Florida Brildio0 OniR 1014 Ddilioa for Mk i•DO&Cowdy(S.P.B.C.)for the locat6a Mwe lbs . togwnearess ar ddeesio4d�►S1lt8C Clopter 7S ars attar. II Tu Seem 11113.pvj.-vw*1 Mtryat IONk" i%SPPs VWWab 1n°!ftdSg as denn'ad in gs.IloU Wft dasw=M*Dkowl""a. lost.*0,011 of 1,*AW 0 IN01,tow"Ssllei!MOM hamigw far LWIMed OWC*1�j , l br lm.dray bm to Mb+al-DWo Coate►hodm CvII W AgK0ya13tmp wi* MM w—,atw by Ae M' i-Dads Cnu1�►lraduat Carorel Ai ia�1hk do wriox d6Mlt btt�i►oa1ler a to v the appo+rs0 drt�wisS. 3.1 Tb6 is a oa1oposrsot Wp=Wd lid doaa:rat incltids as WWWt cro of VnWh 41 petlitro nm of this eaenpMOal.SYalwas kwOWaRAM dA$aaspaaesc shall apply*w am NOA to Oc Miami-Dade Ceu*PjgdW Coottd DlvWm aad dW irwh Nat Mora nod ad w rakalred damnaree akowio6 lot ow s u4W*k avatpaaeeo rrtiKra"do leads MwdlaR to Chopkr 25 o(dw S.F B.,C. 4.1 rM S."1710 Latayar hr LsM,wMd aim"1e ArbriMW)a aria complisw a Myth do SPPDnd*swh*A.IM of eolfl wilad imboslor shall be>Ded ill Sk afte by 9oMoR.Ino. 5.0 • I i 1.aw6ssad dw to with S ed1w Rid by Solvda,ba.*a to puanwot'(1r mew with mDcA Salla at KAopSMr sad t w brAhWw nerve.'lois a k doll be M dw aat w err&of the ANSI sad/or CPSC 1s0i0 IA 4 t: me ate*{tom Y mq bat 6.a IL I ApplWa im tae BWMblsi"bo seampdsd try oopias of for 1b11o�: _ 6.1.2 AaGer-1 D► 1-rated n%4ww br dw 1BYtldb4 0&;v1 w 6M gDwh FI0ew%avi 01dar•0 plrpM'1y MratMMts Mla islsllstieu wig.s3dem. fait COdo in tevdido Font,PB.S=ftodwi t Caaral Fatah inw Pto o.t Caoa vi Division ,Z� ALADDIN CONSTRUCTION PAGE 10 04/22/2004 10:37 9043880420 WESTSHORE PAGE 12 041.28/2084 22:91 8138859526 DM*Wof 14:40 0717 1a! 1182 C"SB MM.INC. �oix�e oa�.e�oe �s:oe +lrsoa e�7 :000 �t $ A CWTANCE Pig):pt--IAMM . amovit :. MAT 17 2001 • XXVO -. Main 1107 Of ACCWAIUX STANDAM W%Mpy�1011l! 1. Rt%Nrel of"Aoeapetlnoo(appaersQ"n be ognr wwnd SAW a r wwww tappet"Ass bcm Slat awd as ori, eot6rwN i m*orft drsk eppiaeNtlq(doova"a.ata no older than cis*M YU 2. Any end&H appMvad pf0deets A4 be panamsatlir b,`eled wridr do e+r0l'astUfe.'s nanne,c4.Watt,and the fWUwio$s ams at: 'Miat d4Ud.C wW!redact Control AFp MVW.or M RW AWIW VOW in 60"ifln • noodMias�of chis Aeeeptaoae, 3. asepwam of Asawsapee va onto toAaidwl it: A) Mwft des Ww s rbMp b the Som f bMs Bandies Godo AMWtWj dW evalrrtift of dw pmdwct and do prod b) Ue ptMwr le ne boom do was r mem(Wndlasl)as dw oft wiaiaelly approeet e) Vda w *rims aetertkw%iswhrdiw;tba eottstt dw otK�pterKu� Q Tbv aylnetr Mme toipsA r ploom dp W madow"tb a nq iKd dioollsaabtetios SWAY wbobw is se last �dt*.n�tuFyrafirMor� , 4. Amy rsvWm or ebomp.in 11r asasrdala,vsm�wiles oWditMm of 00 r%duet w 0res-0 dwU arboatiedlybe wane far leeW6ddoA ottAM AftWMW.a"yrkr WOO hu bow rgrwoed(mrou*Ot Oft of s N WWW"bad"*A oppno wimb"Md branded by ll+w !► Any of&*ltrlloWW8 tbsll alaeU pow iotXeaaNl at"AooePMM 6) Uoasidaany re 8mm", of tw pawd or poem. b) bg=ow er tbU Aamplma*u w orwi.ommat ot*W prvduo%for"lea,*dvswldms or Nay**er pwposs. IL 1U1106114 G(Ai aawber pr I I a'by dw wnoob bd&W-VWv Cowl►,Florida.nd bellowed by As be Basis 4 is swim. sdr►eeibbst Nwsturt. IXeq►pectins vi tbW Nogoe oaf Aoapgftrae is dtapiynd, 7. A mff of 00 Aeoepewso K wall as dMWheat 04 etlwr dacwneotp,wbw*it applies,small be pOV". the sm by the swwshomrer tx NW tad sW be amlebla Ear b gwatim a the job s hk M ell tfm. Us "Bbw meed wet team to**pita. L f4mlare a eawply wrlyr aq stone*of Ws Am a W I A611 bt eawo Or WWivwk%MA MOWV l of Accep4na. IL n&Nadcm of Aeespaa=oonMbw ofpsy s 1,Z sad Ws Mut yfp 3. Tb.3r.viva"Cstir d sUa uw ltsdrtt cmWei Dwidam WD 0FTM=ACCWJPTAIIC"i ALADDIN CONSTRUCTION PAGE 1 bb _ .rr 04/22/2004 10:37 9043880420 ww D�i/dn/1t7Dy LL.171 g1Jpp�7JL0 4S1�S/O! 1!►:�7 tt>'T3? :�: la•Z CI.Ass PRODANC. lb007/o33 *4/02002 18,163 Qsv/ tstil 2964 iso! r�ulw MIAMI-"bit COUNTY FLOrw M9MO-oAOQ 1RAawt mum aunott C Coot co "LlAnct om •aTmo4t wim rt.aat au sumac 10 wrST FtAGLU rfMa.sut*a it PRODUCT CONTROL N1OTICIE OF ACCIPITANCt t"."�w+'l VAX 106�S.0 seals ina CwraaCststt Wc"sara sra m 12 Park$trod - golf Sts uv FAX 138sksps-a Nar(k 8r"knerla MA 0153S conxra,►crort tmPoat?i1NttiNTstacssa csai!sty.>� tti►X t3e3)»S•ift "=PC=cwrmog.Amum Your applicsfion for Produac Approval of: tm)31%Mft Mx 0")sn-a3 s4par,NP uedar Copier$of the Code ofMietai-Dade Couagr Sovwaft tlw an or AtKmsto Materials a+d Typ" Consaucagn.and aemtploldy dsscri►be:d hmm.hes been recomatendsd fta ae eeptSms by tht:MiWW-13&d Comfy Bul'uhu Code Cotnpl sem Office(ar-co) under do coaaidons ttpeci[ted herein. This appiloval dtatt no be valid air the e4retion date stated below. BCCA mmervea Ow ftbc w smun t product or macnW at=rim&on s joWlct:or 04RUStshmmell AW far gwlity COM91 lectin`, tfthis produx or mj"W !bits so pwh m ix tbn approved mtawer.SCCO xW revoke.awdRy,or t uspettc die we of such p oduct or m&lotlal ba millarly. 8CC0 serves tha rilht to%vokc this approval, if it Is dommiutd 8CC0 dict IMS pm" amm"Brits in mm the segwrwnew of th•South Florida Build* Code. The snpenso of such is"at will be Ifteined by the awwfwumr. A,ceep'twrteo Nacli�1.33T•03 {tatp�:OtilI�W3Raul wrisma Chief Product Conti Olv►sio� THIS LS TRE COV![A,SHStT.BBE ADDtTtOK^L FACES FOR SPECIFIC AND GMRAL gg--' .tDw laws BUILDING CODE A PRODUCT REVIEW COMMiTTTE This application for Ptakwt Approval has beest eeviowcd by the 8CC0 and spproved by the Building Cock and Poduat R -Aaw Cowaubtee to be used in.Do&County. Florida wider the conditions sec fbah above. N�O�r+upll mncWto 1.Wotan, RA. Director i ata Miami-teach County ApomwediOW14494 1 Buildivig Cods Compliucaa 011 04/22/2004 10:37 9043880420 ALADDIN CONSTRUCTION RAGE 07 ✓28/21D84 22:81 8138H5951b N+t.S t�rtt�ce. W13/02 M34 tt7l7 202 list GLASS fg100.1KC. �OOBioit o��0:�02 it:e� �fjot tt'► 25114 Q�ooa samtkJac.,..__._ _ ACCUTANCE NO:"-1227.02 APPKOVED :APR 1 A 2= :41114 2003 1.1 This epaoves a man eaite httwleyor carer sl leer gk 4ioti m between two glasses aA desoribed in 3et11on otthis ihlWM of Asaeplsnw.It Is dedred ro amply wNh the Sault FIaWe 8aildiiag Coda. 19"idwoll th Mlmeili-Pade ComeW(S.F.S.C.?br die kmttion whore the atqu;mments its detarmIned by SPDC Chapter 3S s Riot $.0 . L 1 Ust ealmpatia so8ls 10 interlayer ler tantl"dep shell carnply with flit properties of the(following .ioamumoni; Onwing 10051L*AM 1 of 1.prep nd by Solulis.Inc..dieted QW211100.It bears the Mlami•01ft Coumy Pmlaa Cwwal Appovel stsenp wJM Ilett Notice of Acctptswus number And.approval dm by the . Ukai-Ovule Comity FnA& t Cowb*ol Divielon.This document shell hecainaller be refected was dm t oppttr o dr"al. 3.0 L[MI'1'A�aPfl�, 3.1 TW App10vsl doss trot include on sWus loeotstru a W por%nelan a alibis Comtponant.Test rcpaeu nee odeat atitgvbW daohrtmsew shall be suleakad to Oen:Cbwar Aednat Control;whowing that elm systems using this bminm ed shits will rgipt the lame eeeee ft to Chapter 22.of the g:F.D.C.j to of Det w inue en specific product app"Wet for Uta sysiam. 4.0 tN+.ULLATtOtIl 4.1 The poor posits inosrlsyer iWarW rhr laraitweion are fabrioatad by Solutia.Int.and appiicd by shnhariaee amines in strict eompihterts wide dee;nmurltcturees,I oamciiens and the spprovcd drawing.A list of wiltocind Ismiaieft rs is prepavil by Solutia,item.and ons copy 4 kept in the approved file. S.I Loumins0ed Claw pieces alit wile MP by Sol%"lne_shall be porrnattamly aswired with irWar MUCH SaMx ISP tang do Nominator nrno or;MOCA ma d a Isa instor Bode provided by Solmlio,lac,to Dade Cow ly. Tais moo shrill oppose IA the risme area of die lite u Ow ayptepAus sef v Isbel.The purpose of this snadtin jl I*Id"W y►qts plodrtrl at all titers. it1 &I Apptkation the OdlldiMS 1"rf+lsit shell bt:iecagnaied by movies of the Mowing:. 4.1.1 Thy Nobe*of A mpaetea(140A)rated the(NOA)of dw syswn using chis compenuu. 0.12 evokata"Pim of ow spptpVW*Iwiss idtnaf%d on Pwo9le 2 otlpo NOA1. `.(.3 Any o6w decenttart regtt wA by die 9w'idittg Orned or the South Florida 8uildi ap Coda in oniar to Property evslaate 1ha iehs1a11enioM Oltlle systteet. Cratdido Fath,PE.Sc..Pcadhrct Conuol Xsntinc. Pcoduct Conical Division r -2 0t]- ALADDIN CONSTRUCTION PAGE P 5 04/22/2004 10:37 9043880420 WESTSHWE 14/26/2904 22:8'ft 813@859526 oar lass 'Ls_a7 0717 xas lost CLAYS roan.11rC 04/92/0= 16!02 wall 297 2090 X001 r 1 ,07 • • Noll of"AfsK a0aamwWaft 411! •.��MrMiC�l�Cas�ll�re 1bleMla•>at! Ar�ONi!-3N1 jwy 1x7.2001 . W.TOM taocww own ftowd&Mc, COW Off" P.O.a"sit. cryaa.+r,.rA 1e+Nrf W&Tan. T*~q to lloprtn i"ort swe w p"inteam or*am"Ass leo." 16 ftwo np 1e cm ty Pre"Apo*"Motow.smslrm Tr.apptova�nrrndr www a1MdNr 10 sw 9ttA9 avanca la pw nlrlwta�in9 or hrpin.twt pSge �of twos �m..ar.a o ri n1 r i Inns Gi GaiMW w ""d.skna+npa a+an.. rh. 40 amb%ow ohm"NAM *owwx w MwM lr.r tN*is sap011w for uta oto ow.C.W ft nwM 4. pwnww"Rmuked*M Of WWMaW%PMN@,@0MA4WWx W two tis COWW Apps, oo.wW tm spp-MoNa A"ca-19r aw 0 op 'Nn as kft TAIL��11 obw Alh� �GiM00 00�pfadtld nlMflNer and nook eeMyltl w��isr sla�pprar90 awlt asp a9t Oa seallMr olrtr t�rMar UMas padax�apw�r W nay. VW Oft°ndMee mrwMa��d rri81 aINp1111Y111 attlos pMaNt M'�Mns 990 tiwgsorlirY�torMyat Qy ala. YOYt menpay.un. pas sssaa+�ealet9s a ta9tl9 G9wNi►w on asM�aoOlmpillslOrd�foo�t� I A.vo 410 04 tt*wrlM M wu—W-i - forgo troA�a Oralltsd b VW*Co1Np for OzsftX MP,Wo hM tie est manda�d&oft%RNC PM""p" -01 t.r"W*WNW,". saANd>Igr Ma*+aa�p 1r�p M'a we0r�e snne.r,sn9rkarthe uta lMeraatfor yaw aa�na�sAnplt� �►.at polq rar-senr 11r1'►A2;poq�1.o/Z�r. ,r Ap sNioaf Mu Ede.: osritoaes.c�M»M�.9a D�91 M311 i�tM—M�Nt e� M.a�IM••rri Ma 1�1a�1-t4di 1ec, a oW.�a.•saW.no. ALADDIN CONSTRUCTION PAPS 86 04/22/2004 10:37 9043880420 4E5T5M /2®t2 22:81 813885,5525 0$113/02 j,o:37 "?IT tax loos ccwds .Kcta.Iwc. � ,�.�....� VigostOlt .___ SAF-LEX 4D111G PRODUCT _ DESCRI M A H c MANWACTUREII DYi SLUTIA, INC. DESCRIPTIOM SAFLEXW IIIG IS A POLYVINYL HUTRYAL INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH Sf=. A TYPICAL. GLAZING IS MADE OF ; THE .rm.LOYING cowuWNTS 04MIMM THICKNESS tNlf1CAT�I1� moswCLEwR Gt.AS H - QA=* SAf1.EX MIG R INTERLAYER - OA90' CLEAR S PwDWT PROPERTIES 465 SMARR FL font r Tm off W a 6+) ww"m mus or "=w wsm COO I= mallow f%I aA�c %a" 3+1s+UN "M P" � �-Y V� a w�ra+e $If ffsw ME$ wr ca�.Y vrryN nNc sous c a ticn»ss NG m=WN WM W nE SOON R.aUM Nomn aye • s+�tEx xs w awslowe_"mawo ac or smkosk W- 4-0 maw aln n food" W. Sam an o�atMat 1plN . t MMOW IL9 99 Sa..tiT & INC, Ifir ambomw3wAQP '.N8-X07'-x'11 Fan wo^867-49% low SWL"0IIIG ,PVS INTERLAYER PA FM L.AMiNATED GLASS laws • • ALADDIN CONSTRUCTION PAGE 03 04/22/2004 10:37 9043880420 q/211!llJd4 11:!!1 •!f1�!ltl�y9tb evi3iolt loss* *TIT Boa 13oz CLASS rRoo.ittc, 0094/e1t ' COUMM.FAMM . �M�1DV1fM1 FLAGMUKAW 140 wwr rL OLKIL liver,"M Ift M1Ah%!Lt>le M311I0•190 (lQi)f7S Ml VAX P"37$Q M '1�w Olr ON) ri4mv ]1fam Apri�lali� FliFl calrlaAt.�a�w arralo�t 01a11170�rM rNtpq Md 0 qq>i'�lii011�A1[p��aao Yew qVjkdkw for Hcdoo t1fAwa*m9 QUA)at • mdwclmw t or*$Cads at tb•uss Of Amite Mitanolr rad T"#m of CaMitAo4oe,�I�d a� T de 'brd hav4s brr Eva. scom, loondad tier bey dr.Wavej-Dade Qoulltlr smudtus cod t -m-fi w ON"(BCCo)almw we co diuoor meow"box" 7'!l�MOA�brU am br.end 4&w the etpic dm dol.alri"below. HCCO toaarrw tBt ftM to 0cla 0 US pa�odwee or momma" at&W dar *am w job hs at ft"MAW caatroi 1Claio`, if do podaot ec semen el! to pwom i•ter off rowed'lmmrr.R=fl w Wfabc mos". of lwptwd dla ttw of amb ply *mt or o mum in IN I b I SM umvea do ddpt b mwft tbls appr "J, it it is drtam6med by M= hest dds i or mmadd A& m ■rest Ibc in of Ow .9molb FloeidR �iW�E7edo. ma t3"m atom*%oft w M to kwAmd by dte atnt&pin m, ACCMAr1C'R Maxxrjmw *4 Reh*ss t+kodllatC+oAU�r1 Dii.Mion 7Wy rpp&rtiar•ffor lm*A t App mnvl bm bom avirrred by *0 9=0 •ed 05"u"d by ttq IWIMoi Coo aero&w&lg ssview Commune m be acrd it b wuWuft Ceu W,Flar de radar Go**add=&oat - Ft�ztev a.Qom.A.w. OwgvR fi-Oeds Camey "an Cada Compvmm Off= �rrrwrrr.� 04/22/2004 10:37 9043880420 ALADDIN CONSTRUCTION PAGE 0 WEST94DRE PAW no 00 1/28/24 22:81 8138854526 14411SIOR li_,S ex'17 sss loss GLASS PROD-ANC_ �Stli101x MAT 17 2M tid�lp./1A+�1� On �„''►""+�""'i°e d'�` '•ra.o ofa1�+�... rtth • .�.Fr�.�..�iRf►1 !'i1'tIr' wfiatoftm'r"`eiv.loft. ernfam L a,�-fir core Ate'••��r . ,e.4Rf*k Aw.1ftwR i. S<eNwAU Gf M �tl..as%� el�0�.s�•Q�i so"W"W a Grob pod".60d aw p", ,a •n.we rotor►��iw1r�M.Mr�!"R . it wt i�� wr r.��.Spu.A a.tro or a'� olo atieroait r) �s pal■! 1r■*w!�wig vt i�*BMs � � r��i�riiwC f��~��ii roo��!►�"'1r'i i�oAi� *• m� d» sol�. IL AAW.0II0�w1a+i�i•p„r,L.�r.M•ir�afb�.Aeo�or vai■Ii Opo► 'ar""'°l�i�'i■"ew p�saw. r for uawi t rs,v�orpwpwR � •�r�..rrr otMs weior �w�,%Mb►r,.w�ri. .co•�r.�la�ir.r..d�tMrw�bMo i. iiir,rd�i�i�1 M� wow*a��dMM�rkAio.or/4o�lbw.l�di�p1�7�`d► �w��M ilor�it rIt�MM�gh .wi torr i4or■�wt�,�rrre i�BMr�k t'vi�■i 7. A/op IW AS110mm y"4M � rwi�ils ib' b�jor sly�t Mq tiAs- 11e *wow �rtw/aatrM�" r. FiYwwl�oa�b +ep►WdW Grow hsa■■�forte wd gn and efAwvpWmL IL dl"oetu mmiiv'pW*1.201" slrtDP�• wma MLmgarc r�.iot�+i oNiM. w owmm^ccwrAr= -s- 04/22/2004 10:37 9043880420 ALADDIN CONSTRUCTION PAGE 01 Aladdin • Company ftx �• Tv: �� Fi+orn: � pam pages: IMgr� - Dater - Ra: CC: 0 Uryc-R 13 For Mmftw Comment 1A Please Reply 0 pleas*Recycle 04/22/2004 12:10 8796633 FARM BUREAU PAGE 02/02 CERTIFICATE OF INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POL,ICIE3 LISTED BELOW. COMPANIES AFFORDING COVERAGES: FLORIDA. FARM BUREAU INSURANCE COMPANIES P.O.BOX 147030 Cogmny Letter A: GAINESVILLE, FLORIDA 326147030 Florida Farm Bureau General Ins.Co. NAME AND ADDRESS OF INSURED: Company PERRAVTI ELLCTIR LLC Letter B: 1697 XV19Y ROAD GREEN COVE SPRINGS, YL 32043 Florida Fern Bureau Casualty Ins.Co. The pown of insurance listed below have been issued III the etsur ebore std are in brae at this tlme.NotwNWAinding any mquiremerd,term or condition of any malract or other docunera with roipact b which this certificate may be Issued w may pertain.the insurance allmded by the ixftleo described herein is sW*d to all the term exdvftns and conditions 01 such poples. CO, POLICY E"ECMW DATE POLICY EXPIRATION LTR TYPE of INSURANCE POLICY NUMBED (MWDD" DATE(MMIDDtYY) ALL LIMITS IN TFlOUSAN0.S Gi rtetrol L110111110; General Aeereeelr ProdlkltConlpWill WC.nmmarew(+anerat L wxroy 410"ens Aw"Ve (Oocurr'erme Form) pl riel AA4weYrine" $ 540 A Oowner8dconbadara CPP 4514685 43/16/2004 03/16/2005 Each Ocounence $ 500 Pmlactive Fre ournago(Arty ono aro) s so O Famrees Personal uawNry Medrol E>Iperee(Any one pgryon) S 5 Liability: Combined ; ❑ Any 864D Singto UnR ❑ Iury AN owned auto* (Per p sort $ 25 AB 1114680 08/29/2004 09/29/2005 (FerPereon) B IgSdreduleo auras Bodily lfqury $ so O Hued autos per Accident) Wwor►.owned autos PropertyS 25 Dw EXOM Liabilky: Oca nce 490s0 O Umbrella Form O otharthan umtirsaaa roan S S emplogeta LbblNty: =ai.acvs�e) ❑Farm Employer's Liability ti O Farm Employees Medical prof ee0,1eel then: g DESCRIPTION OF OPERATIONS/LOCAnONSNEHICLES: TIME CLOCK REPAIR/SALES CANCELLATION:Should any of the above described policies be cancelled before the expiration date thereof,the issuing company will endeavor to map_1Q_days written notice to the below named cortiRo9te holder,but failure to map such notice shell Impose no obli"Obn or ilablpty of any Idnd upon the oompany. NAME AND ADDRESS OF CERTIFICATE HOLDER. COUNTY CODE 45 __DATE ISSUED 01/27/04 WATSOX %RjXTENANCE SERVIC¢ NASSAU Serviced by-------_---___County Farm Bureau 4456 suNBEAN RD JACKSONVILLE, FL 32257 -_ JAMES W EA1rAT2DS KS -_-_— AUTHORIZED REPRESENTATIVE 9r3-s.69a(Q+w�W4aq Hp 22 04 11 : 05a Patti 904-737-1218 p. 1 �" r TO FROM--STATEWIDE WINDOWS AND HOME IMPROVEMENTS DATE - a PAGES X�2 REFE ENCS OFFICE # 904- 737-8740 FAX # 904-737-1218 THANKS, PATTY AND KOJAK 904-737-1218 P.2 Rpr 22 04 11:05a Patty WE51SN0RE ppGE 82 04/20/2004 22:81 6138859526 06/13/02 14:26 071? !62 1362 CLAS PROO.INC. Q001/012 ' QUICK f,AX'.. 1AIX& tom: Atr♦f f • ® '�ar6•+�1+e7c cbrnc]dudms ...•...........w....w..o.1551 Tel�t3-ntq.611t June 29,2MI Mr.Tam Zatcone Gloss Products ft. Cltdw Drive P.O.Boot 313 Carbondafe,PA 18407 Dear SaIlex Laminator, This letter t4 to kilorm you that Laminated glass WM Saftse=PVB 1OW03yer bySoltMa has MmWed the fdlowleq Dade County NoWd AMawal Number: Oi-t12f3B.Iir2. The apWw4l number refwv strictly to(aminated glare conshorg of two(2)Or more Res of glass and the appropriate thickness of Saflex lntofayar to meet the decked impact ralteAa. Safk%O AIG PVB krt6riayar Is nut allowed as a stand-atone product The glass used In the laminated shag meet minimum requirement as specrod In ASM C 1036 or C 1048 with the laminate meeting the appropriate requlreme tr of ASTM C 1172. Any lamlnaWd glass containing SORM W(•ROdayer nkat Is supplied for use into Oade County must be pemsarlenl;W marked with the lam{nOtw's name.MMA-SNOW(Metro Dade COuntV Approved),and fire appropriate ANSI 297.1 Or CPSC aettiQOOM rnarlrirfy. Through}fits Wftabw,we are authorizing class Pioduc s Inc.use of our am, nerlt prodixt number and MOCA Salley marc for laminated glass WM Saflex inWiayer. This rwtlB Won does NOtr give autharizadon for the lamk*W to utilize the MOCA KeepSafie 11444 tum 11311e1. This"mrizadon is given on the understandng that this ptodud control numbfit MW-approved mark can tot be used for any laminated glass product other than those manufactured with a miNmum of"pieces of glass and SaMw Interlayer fly Soluda. Should you have any qtmmtkkW regaMlkg this product number,mark or the use thereof for your customers,cmrtact tree at(413)7.30-3413 or FAX(5M)867-2994. ncerely, t • ulla TOM" Appt►catl Marta9cr Sn"ex- Enc: NOA 01-0203-M cc: John.Shultz W.lambert-Legal tette•is a ratln4tr.eow+ea slut.Inc. 1 z aD1F1AiQ iassao� � anp4a9 aos I P vo4+i-P-4ndwdataapaa .. �F�9d0.�P1�SaPl�td�$��1�T0�1�HRS9Pv+!�a�P.�M SI'9 N'aN��R3aa 49WO60--oluop7lvd-mmR4Haw-Pm10 Y IV ' 4'9 � 'Pp�pT as sEt a91,�a asosoa a p a� �l A1P�1Ci1Y�]a>�amot ap>.oq qa�P�al4L'ap�a a�al�a4+W Pao mesal[M►�1I JO-NRM V30M ps*mw QPOM=nd a41PW-JR WROM A ORLTa[pS%IPA"nip PaMalami['S i 0'S aOi ftwIaS A-1w-gel Pum p9 am-p !-n Pa paY-jo in Y s!wvv"-am M"-Vo— a!fopv Af M nor-go rmq- as 0401"n ani DIIII'4 '�-iras•�ssa Iz�� •�vaal�s•�.•fl,�+.soaa�+�oo i a!9+9oaa moval do we tro'ragM ft---P rove-xw Pw Riad-sad xwmvm P"PM Naga POWO J-Po4I 4�•PAAR N a VON ao.aR1�N �aPA faltaaai+soac smoyi�7aoeodmoa s�pp►.osa�oae4sw[1a+alaRaols w apniaa Ioa soap Pm MaidQr piomhsoo t a slgL 1'E r 'L WE 1"*"-P Moo l—lP["44q"P�PA"d&Pa+-v—YON vw�aa.oelaaoaaaYta�goq�».pau,yea,aa.,a'!+.�cw�a�.'a•a'�n�ar�4P��'.a+aa P°'O�IaRF IBl1d471�WIMPaWIcat"vowlip 1WW410ItiNIwolmmP laTra g eip as Pa4ia>pP w 4iNs P+oaalde a-C MMM p4pq jAqAApdvlDM amps aIt 1'Z 0'Z "PON"am"moms(-7w&sl4v-ospaima.IgsiueM. f66 %Pa�NitBlF."W"SOF 9a o1 PSP s1 3l'(YO119 aal aLspsyq at woiadr3I'=NLZJaa op Poaai sos►ygi t0'azL1i4'OJdY��i�li wae�n4i I'1 "OUT-Live toartz-c—�-=auouwr ETO/i00(� 1'afNld SSYt9 ZatT rig LTL$ WST x0/ET/RD £0 39W 3W4S1S3U9 9ZS6588Ei8 LO=ZZ 60BZ/0Z/00 g d BTZI-LE6-406 awed aS0 Ii 40 zz ady Rpr 22 04 11:05a Patty 904-737-1218 p.4 04/28/2884 22:01 8138859526 1ESTSHORE PAGE 04 04113.102 14:36 V717 282 laa2 GI11SS PRQU.INC. ®eU3/Uly Soistla_lw ACCXFrAtnCLPlOsst-0 ad Arrttovn,. MAY 17 za s AOrl7C:or AcerwrAm a svAe1 mam f?Ohomoit3 1. Raaaearel of thi A4aepOom(approving abaU bs wsaidatod *Awe t.aswal gpli�.ao+e..trade rlea add toe osismal aahmiftd doomaneetioo,i selediae Poet-esppwtius4ab,end' dotumanAt ate ao older re..ait> (q yaws. 7- AmW m1 elt ap -- -pro8reta alw a bs psara.00*br bbabd wridr dw maagfmwmefi sasm city,stat,asd tba folbaries I -Miss i-vein.Coney rtoaaat ca.aat/1ppa.ed.er"vpaci6olty said in de apcc;fin aoolditipaa cf thio waaaphaes. 3. Rearwah ofAaoeptaeae wril jot be aasalilaid ill u) 7ben bw Nadu a ohaase is the Saudi V%nds BaRAs Code ae'amtin d-evelnation ofels protect asd an proden is cot is eompliattoo writs.dooms b) 72o produO ISm Ioasar tba save pastor(ideMiaaQ d>Tr cine oelposily appepvad, c) If OwAccartiencobeldw bw sot eoopilad wN6.A thin aegnieamants a4tbis soaaphua�iaandiss the oottoet d) Ilsaestrnrarls wi�luNy prepat�l�paad add taaladlYo taga4si doGamradiorr ioatiaYy anbmieeds so hiossc pr-acingdo 7fi—n 4. Auyaevieiea arabaasar mall si toswdonly be id, Xe l�wVfaldrttramnquweed(peoyhfLe6la�sofa ' reeiier spruce"""rippeoptiMs dra)dad tpastad by this of lm - 5. Any af*s fenowlrs abdl slao be s arrla ftr>•enal of Wia Aaosptaaoat s) U>woaafiaaoey parlbsmsoan of dlbr prodoot or process. b) Mime. ; ArayAsses r tot eedorsarsaaA of any pesd4a'far tsirr,a1amN>iss army saw puapoea iv 1UsTJatitar of Aearprac�tasbar paerted by Aavrotda 1Aiami.ild•Co>wd�Tleriida�aOd tiedaaed by tate eepitaUea tinea mq be diptged o d+aedsiits 1laay peados oftlic Native of Aeoaptnttan la ditpl+yarl, thea it AMU be data in itsrttitwe 7. A copy og*b Aamplssoo as vmg an appal deawrie6 Cad o&w d asst;whine it arplio%shad be provided R an air by fi c rossdaaotr ap Is dsbibatoes and 40 be avaftble lbr b pocdit at dm job wits me an tiara.The ! earsiaeev nod not seed 16s aopl- tl. Fadba.foeompbraritkat�rssctiao�WisAotrrptstpefballba��usforfwntistliasaadtaaoovatefAooapfasa. A 73is IicAioc of Aaespfdee aonsiaRa of paps 1.Z nd its Iwsl pada 3. i ltadn3��Dlsi'enTrRnoAnetC°�°1Fipiner almsOF7=Accavr wx -3- 3 t� Apr 22 04 11:05a Patty TESTS}ORE 904-737-1218 PAGE 05 P•5 04/2012004 22:01 6138859526 06/13/02 16:30 13'717 262 1362 GLASS ?ROD.INC. (!9004/D12 MIA►y M"MI-VAIPS COWTV.FLOMA tdE7ZtanADs FLAG Elf Htntvnvc )01►MC coos CUM LUMS4DPKC[ NXT WDAVERAOLRKBumma 140 wE"FIAGuM MM,SUR$(603 AGAM1,FLORM33130.i*3 rRQ—rA=COnMM NOTICE OE ACCFJvrAMM (30437S-2101 PAX(M*373-2900 90hr"lore. tVa(smwctoaenMVWC$A3WON 730 Wameafti 21traet 00S)37143V PAXV dl37satri 9pr4tQdd�1RA ltf lSl mM*,Klon yRm9gcWgW VrynmW O6�a73sl44rAxt�1379.ar0s saaoucrCot4r9sot,slvsrcaw Yaw eppticwtlan for Notice of.Aooephiaw(APPA)oL Os9!37sde0t r�1c t>Ar1 ter' Sant/ eopaafe Maaimrum undo Chapter E aftee Code of PAIm -Dade Cormty Somaing the use of Ahamte Muecials amd Tylia of Cantiocbon,and completely described havoin.bm boom recommmeaded for aooapbam by the h"rui-Dade County Bonding Code Cawtptiance Office(8CC0)under the conditions specified herein. This NOA almll not bo valid aftr tha expirw&A doe stoned below. BMO reserves t1tG right to 9ee:ort:this p4odaet or arat gW St SW dM*Som a jobdte at araqufAMMY's plant far quality control testae. If this product at amatatlsl Mb to p"m m in tbs mproved Wooer.BCCO say tarolae,untag.our amp"d the use of such product or metoriaf ammedioejy. OCCO resetvas 6a debt to myobe this approval,if it is determined by HOLO dw ddy product or nwho rt foils to meet the reaquac masts of the South Florida Bufldag Code. The expense of mush testing,will be incurred by the macafaotuter. ACCElfANCRIM.!ice FSS:MOM ,Rall RodArem (.3iefptodoOtCoaaol Diritioe TIM is 1= FM VAOM AZIP GRUM" This tcpplicau m for Pnx%xi Approval baa bom reviewed by the BCCO end approved by rho Building Code mad Product Review Coalmifte to be used to MSanwDade Cmmty,Florida under the conditions set forth above. !'ranoi9eoJ.Qudetiati R.A. Dlntclr Mian)-Dade Carty APPSIUVW- Asi47B0e1 Hailding Code COmplbmee Office �0001Fa700tt1�w►M4iMedwsrg4wsawr NK4et lwnetevileidrmrrpo00aaN4mfS�rUdiyerldsnsltse,esu � itemyaes:>toprr.Nvwir.6lr�u.tiovdsostivsaao 4 904-737-1218 p.6 Rpr 22 04 11:05a Patty PAS 06 ylESTSFORE 04/20/2004 22.01 3138859526 CLAft FW10.tNc. ®Otis/012 W13/02 16:37 '�T)17 zaz laas -------- --- SAFLEX®IIIG PRODUCT DESCRIPTION A $ C MANUFACTURED BY, SD UTIA, INC. DESCRIPTIOW SAFLEX IIIG IS A POLYVINYL HUTRYAL INIERLAYE"R MATERIAL rGR LAMINATION VITH GLASS ON BOTH StDES. A TYPICAL GLAZING IS MADE OF = THE .FOLLOWING COMPONENTS (MINIMUhr THECKNESS INDICATED)i A - 0.090' CLEAR GLASS SECTIM B — 0.030• SAFLEK IIG PVB INTERLAYER - C — O09V CLEAR GLASS- PRODUCT PROPERTIES DM TY tb JIM MYCL TM -94 43 9 7 a� c M MTM T' ELM T TN F F iN F c21 Co AvERAGC N0lA-Ut Or IMMURE A4TN 0136 =_ 1 w SPfcpqrit UIN1N1►TE11 BASS VITA SAEY Exp t1IG PVE 1NTEALA7ER CA SPECINEM 3AFfix P" pav&ATER cwv c3a 1116 PV8 1N7MOVER IT ITSELr DOES 6W COWLY WITH THE SOUTH FLORIDA DURat►w COIR:. - Cu vEATNCRiNG PER xccTIM 3306 DF , SOUTH "4040, wkmwwm vm am c AD SAFLEX Is A awdsicKa.TRADC"Aw w 31XVTU1, or_ mm own 14Rm CIM OMCT �� f0YM00 0plE OIgLWCE REV-_I D[>iIOPTMi NARE /- - 251 SIXUTIA, INC 730 VORCE3TER STREET SPR94WICUL NA 01151 - P+10ND 300-967 30291 FA* 508-867-Z99i v s:r�ta pa ntLE• SAFLCX 011IG PV8 INTERLAYER V. W.SCHWO Ewsomma 4. FOR LAMINATED GLASS 105I V.V.S. 04/19 1 1 OF 1' — s 904-737-1216 p'7 Apr 22 04 11:06a Patty WE5T5HORE PAGE 137 59`5 04/20/2004 22:01 8138826 06/t>l161 Is:37 QTT17 262 1302 CLAYS "WO.IM:. Xea6/ell 64/a:/02 16:02 &see sal last ®=05 r7 rah LY�er � Ire/tl�OfOekfidA,MMnafro{ans 61575 •��11►faeeGeAiN7:G.d4eSuainr Sb'366.1p-lQM flltsa6e67.7601 .hdy 77.2001 Uta.Tota Zaccone GIM=Producq,Inc. CA"ad" P.O.Box 3731 Carbondde,PA 16407 D&W Tom. This letter tsto tabrat You am wwoO fip Pus imfti ar by 8oi i.hes tacdra0 dte insaerbtp Dada COMMY Fmdud Approves NWkb=..as IM o7 The*PROW*nw"W mftm sleety to on of the proact la tlls ae:misame of Ismitlded ON"eow:sefg of we m or man etas of plass amt the appmpdm Qftduazs or Snow badwor I*., the dwmd""pad 4dwi - The *boa miWI mew ndnknum►OapkMnat/6IM apealtka st ASTM C-'103!M G1018. Any igntin*tad qfA"aontatntny Wax W Jmvhtyat that is wWlod for we 109 Dade Cavaty moat be pefmwranuy mgedwo Wnh lute ianttsatofe MMv.MDtAinAex MP(Moto Dada CeunW Approved),and(no oppopriate AN6f ZOTA at CPSC ca letaPm amMag. Through this am McAfoa,we are aaeaM*V 131046 PrUGLIC ,the.use of aer conponent Plodad Amber and mark for f$n&&ted stars akh tle8ax f'fP IrAodayef. Thos aupf6rl>Dpfee is gNM on th■wrdwM"ng that this product exx+lf 1 a mmor ww appmv"mark can no be used for eaY 1aet1r16tae plea produd ovorttwn theca mtnuteaured r+Nh a r*Iailntem of Geo*Moes of gfassaa0 Setlatc fiP hlwhtyar D!►Salutls. Youf componv acme has been aWW"I I to Dada Ca ntr es ah a 4konaad lealaatorof Saltex HP I have attached the P" Mt 00tuWQKelion for the MOA as W Mrd by Dewe County for 3a0m W.end have Inducted our standard Safbx 616 pmdkmt a/Pom-nil!or your Morena. 8hote6 You""airy gflestloaa a is thlS product ftwow,,anik or the use thvtyf faf yaw asummm wrs6ct meat VAGj MT-3020 w FAIL(SM)IG"I T. Wolt7m Int lrae iCalledif ' aliox Ent_ tlai6baaeaetHP-te-7llrai LWaM1a 1lraatt110-a1�3iet ee: K ow"a r.Walk lee. W.Contac•Clete Im. 4 Waw-awk%W, Q DWurtfe-"ie Mc Srli e�pMsrhsead5aga k 6 904-737-1218 p'8 Rpr 22 04 11:068 patty WESTSh10RE PAGE 06 .04/20/2004 22:01 9.13B659526 Oe/A3/02 1:737 8717 242 LUZ CI.ASs PRODANC. X0071012 04/02/02 16x04 IMS98 eel 2ee4 Aral ra� buAml-DAD(COUNTY.FLOAX0A McTRO-DADS FLAGLER UILDINC 311711,00tG CODE COMPLIANCt OtFICE MITRO.OAP9 FLAGLSR aUtt.01MG ire WIST FLAMER FMCL,SUITS tat11 MIAMI,r+LORIDA 131JO-ISO PRODUCT CONTROL NOTICIE OF ACCEPTANCE G")773-39or Fnx 1301137&Vtffi Selutia Inc. eroaTtACTOR Lice?"INC SECTION 12 Park Street Ito»375.21211 FAX(los)i+sassr North BrooldieU MA 0133S covrsACTOR[N►o%CCMtRTSmcTlon Hoar 37j-WA rax(SOS)31fd9ot ~oUCT COMM.01vtS100 Your application for Product Approval of aril 175:2602 PAX(303)3-a-6139 Saf ax ff'P under Gtalprer 8 of the Code ofMiemi-Dade County governing the use of AlRmate Materials and Types c. Construction,and complotely described herein,lues been recommended for aeceptanc:by the Miami-Dale County building Codd Compliance Office(BCCO) under the conditions specified heroin. This approval shell not be valid after the expirsdow date stated below OCCO reserves the right to sm=th product or mster➢al at anytime hvtn a jobske ormeAufactutda plant for quality control testing. If this product or mitetiel ibis 0 perform in the appmved manrmT,BCCO may revoke,modify,or suspend U-4 use of such product or mtttctiol immediately. BCCO teaetves the 601 to revoke this approval,Vit is determined 8CC0 that this product or sesterial fails to a tett the mquircomas of the,South Florida Building Gude. The expense of such testing will be incurred by the amnufacturcr. Aceiptancc Nq.r99423?,02 1£Ithires:04/114aM Rauf RodciCucz Chief Product Control Division THIS is THE COVERSIMET,SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL COND ONS BUILDING CODE&PRODUCT REVIEW COMMITTEE This opplication for Product Approval has been reviewed by the BCCO Rad approved by the Building Code aro Product Review Ctmmtittee to be used in Dade County, Florida under the conditions set forth above. lA rancsco umraiv;"i�.A. Director 1 af3 Miami-Dade County Approved:04/14aM Building Code Compliance Oil 7 904-737-1218 P-9 Plor 22 04 11:06a Patty WESTSHORE PAGE 09 04/20/2004 22:01 8138859526 86/11/02 SS;34 ew 262 1382 GLASS PROD.INC. Maoseciz 07/02/02 16:63 asas 1s7 load fa 001 SON"Inc ACCEPTANCE NO:22AU 02 APPROVED :APR 14 2M 9xPiREs :APR 14 2003 NOTIM OF AMMAtICE&SPECIFIC C0NDITWS 1.0 9SWIFIZ: t.t This approves a eanposits iraterlvor malarial for lamination bet—ven two Skajas us dcscfibed in 5eelion of lhlc Notice of Apeeptance.It is dasijnod to comply wkh the Soudt Flrxide Buildiag Code.1994 6ditiaa ra Miami-Dada Courtly(S,RB,C.)for the lotwioa where the requirements as determr ned by SFOC Chapter 35 a met. 2.0 pxQD=DESC ON: 7.1 The Composite 9809XVP intertayet ler tunsiaulan shall comply with the properties of the following document Drawing 10058,sheat 1 oft.prepared by Solutis.Inc.,dated 07/18/00.It bean the Miami-Dara County Prodeet Coavol Approval satrap with arc Notice of Acceptsaea number and approval d:me by the Miami-Dada County Product Control Division.This document shall heteisafkt be refereed to as the approve dratvi ng. 3.0 UMtT&WNB: 3,1 This approval does not include an evtdusclonv(structural parlbrmlanee of this component.Tau reports am other required documents shall be submitted to OvAt County product Canvas:altow1n4 that the systems using this laminated;los will resist the Iona according to Chapler23.ofl1k S:F.B.C.1 In order to issue an specific product approval for the system_ 4.0 IN TALLAMM 4.1 The cam paske aKeriayer material for ialntnatioa aro fabrkalcd by Solutia,Inc.and applicd by authorised laminators io stains eamPtleaoe with the manufacturer's Instrn ions and tht approved drawing.A list or authariosd laminators is prepared by Solutia.Im and one copy is kept in die approved file. S-0 1rAn mpi 5.1 Laminated Gins piens with Stifles HP by Selutia.Inc.shall be perrnineptly eaarhed with cithcr MOCA S3Aex HP and the larnineror name or;MOCA and a laminator code Provided by Sotutis,Inc,to Dade County. Ibis mark shall appear to she same area afthe lice w Uro appropr6ts aakty label.The purpose of this marking to identily the product as all times, 4.0 9 DING PERMIYREOt-R zNW'PU3: 6.1 Appikation Cor Dnilding Pannit shall bac actampeaiad by eopas orthe fothamnir 4.1.1 This Notice 91A00plance(HOA)and the(NOA)of the system using this component. 6.1.2 DOpltcate copies orthe approved4rawengs ns Wanlified on section 2 of the NOAs. 6.1.3 Any other document required by the 8uildinb Weider the South Florida Auildin;Code in odder 10 properly evaltsato the i"mallmion gr the system. Candido Font.PE.Sr.-Product Control Euemrate Product Control Division -2 of 3- 8 Rpr 22 04 11:06a Patty 904-737-1218 p. 10 PAGE 10 04/28/2004 22:01 8138859526 4ESTSIiDRE De/11/02 16:20 0717 232 1362 GLASS PROD.INC. QlD D1/02/02 16:04 0366 691. 2964MANII- �ffJJ DwDSCOUNTY.PLOPMA FLA(llIMBUI 01146 Rtl1LARrCCOt38C6bC AAXCEO}7aGC ME>3tO-DAMFLAGllJtutx 3lpG ac WM FLAOLBR STRMT.SUM NO tawFn.>:LOR]Aw s!to a33b pgom .T rnnrrQ i.N=CL OF ACCEPTADiCS 005)113-not FAX(345)175-29U $olutia ILC. COKMACTOR LW9M MC AWTWN 730 W03t6ihr Street p051173iit7 fA7t L10fl)753331 ap3ingdtlla,lYXA 01151 CONTwACOld tnFv9"FAXKr)371-2W aFs>)u•nes FAx ims117t.9at 73lowecrco3mcoLt03s W (303)7".96!FAX QW)3rt41039 Yat appliraeio3l for Nota of Aceevousce(NOA)of Snow/Keepaofe hfox mem Yav under f�rWur B of 336 Code OMMID'i-Duk Coimv e 1lM we of Aloawtc 90»331013 and Type of Compaq,and compietdr d3aenbed bmim ba bean reaioe=ena6d far a-Aptanae by eke Miami-Dade f,om tY BuiMiat Code Comp1mim Office(RCCO)order the 0046/10/53 spoo dad h-mhL lbs NOA 5WI um be valid oftr The 6;p9mdop deet Stated belowiBCC0 lavervw 69 riZU to=cum dK3 pmduet or 150:6001 at amtY time Brom a jobsie or mrnt6yetmt3 piaut!6r 9onlity ooatmvl taomd. If this pcvdua or mar=tial£abs to perform In flea approMed MUM.SCCO stay meroite,teem.or append milt use of swa panduat or,mmW bnaaedbady. 13CCO reseaMes flit d&to zcva)w thin aplr6v%4 if it is &W=jW d by BCCO tba this prods"or material AOS to 3aaW 430 1te9,Oi m=Lnb of die Somah Florida BI.Mia6 Cuda. The e:pm m of soebi uttitag vM bo brio ed by*a wasa+daabv- ACCBBTANCE NO.:!lam E7L n=: Beam Rodtipuez chic(ptodoet CAQVIDI Divii om DIM This Vniierbim ftr Pn)dad Appeov l her beet wvkvmd hY the BGCO End g3lmvcd by tkc.13&Wding Code taxi Arodatdt Review ComDittec to be and in Miami-Dade CmuW,FWd3t wider rhe con"oos sea lbmtlt above. Faa3cLsoo J.QW&Una,R.A. D4aeaar Mmmi•Dmb Comedy APrA0Boildie5 fade Cbn piiaeea Offen ]uoeaoollpr>AOa3seai.r�otics�[a+r�m�taP� Iwatw6tasapaddrws:N � Aasapap:t3Apy3m3mrt►.baAdiaaeriasaMaetas 10 904-737-1218 p. 11 Rpr 22 04 11:07a Patty kESTSHORE PAGE 11 ,04120/2884 22:01 6138859526 08/13/02 16:39 $717 282 1382 GLASS PROD.INC. @10111018 Solaria.l(na ACC3C"ANC$Nd:01.0203 OZ APPIROVEA: MA1 1 t �on1 1i:7CYMS:Q5<zl/2oo6 NQTlCE t3F AC�CS•sPFs�CL1RC CONDIT QNS i l.a SCOrs: j 1 1 Shia mG"tbeldodcr ofAeeop=WO.94-0728.05 Hurt w issued cot 08/27/98.It appmvea en.iomb ycr { for lamieasad Blau as delcribel is 9"00 2 of this Notice of Acaoptance(WOA).it it designed to comply with 1 the South Florida"Wag Code,1994 8ditim for Mh mi•Dade County(5.F.B.C•)for Um lacuioa where*C requirements as dem miamd by SFBC Chapter 33 are met 2.0 PAO !C 2.l 13a SMOM 1143 ain 1 be aahi the 11dwAg po1Yv Y ltyal iRteslyer itapproved�virh peepereies"deibad doeamemR:Drawima No.1051.sheat 1 of 1.dead ON19/Ol,tww"Sailttt MO 1►1/H Iat ruyv for Laminated j Chet",prepared by Solads.,leo.They bear the Adam{-Dada ComV Product COMM Approval stamp with ++ NOA nunebar and opproaal date by the Miami-Dade County Product Control Division.This drawing eball hereinafter be referred to as the approved dmwing. 3.1 This is a eompoeeat apptaval and dog not bwAude as evaluation of steuct irAl perfatwomm of this CompoesoR S�•seaaa inaotpotatisg this component shall apply rbr rw h OA to the Mimi-DaAe County Product ± Control D(visma gad sha11 strhmft test rapoats sed other required daeumeaa showiag that rho s7etans esiat this mompoas IteflimisttheloadsaccordingmChapter27oftheS.F.B.C. 1 4.0 1 �Lt,A'IION: 4.1 The Sttlimc IflO PVH Laelayer for Lamineaed gess�1a1]be Lbriealad in strict compliance widt the approved draw**A list of audmilsd tentiaatar abetl be filed in this otl,ce by 9olutis,Gee. SA &A@1I , S.t L smi"W sheets with Sedges WO by Solaria.Inc.shell be permaaetttly marked witb MpCA Saflax a Kaep$sfa Maximums and the htairtsaoe mune.This mark mhol l be to the some ansa of thm ANSI cad/or CPSC logo Se a Cotner*Rats lite uVAuked. 6.0 SVILDlliG Pi�IM17 Rfi0U1t5r 6.1 App Wine for Haildim2 Pamir ob ail he amom posted by a*Ws of the fallo-W: 6.1.1 nO NOA ofnhe VINM e9il*tbk Com9oeenl. 6.1.2 Aay otherdommeat requited by the Building Official or the South Florida Building Code in order to properly waluaw tha]6stallatiansof ibm r fdhm. —Ctodido Font,PE.Sr.Product Control EvAnbw ProdtutCoauW DivWoa -2- 11 { 904-737-1218 p. 12 Rpr 22 04 11:07a patty PAGE 12 -04/20!2904 22:61 6138859526 WESTSHORE o X3102 1x:40 0717 261 1362 CLASS PRODANC. ¢j9i2iot2 0a/a2i0Y 1r:aA $'SOe a07 2aa4 IQl toe Sot+tts.I�e: ACCIilTANCLIgQ:OI-<r 2M AM11711. MAY 17 2001 EJ9 UWS•ISttfam MMCIZ OW ACCMANCI STANDMW CONI3I77ON1t, 1. Aceewel of this Aaceptauce(approw3)AW)be comidumd atber a r+oewah appfioatioo Las been filed*ad the arioa. cubmiaed docommfttion,including ec+t'a+ppottlnl dam.Wintering doaum"M arc ao alder than citht(S)ycus. 2. Arty and all approved pmduets Amp lx pa nnseentiy labeled wide the mrmf%o*umr's name,cit.,sure.and the following statement: 'Miami Dade County ProductCoMml Appraved",or as+pecifl=uy stated in the specific eoodltiom of this Aeeepunee. 3. Renewals of Acceptsncc will not be comidaed it a) Those h"been a cbeags in Che Soods FkAde Building Code affecoai;the cvrlustion of this product and the produi is not i0 oatmorace with the code cbatgcC b) The product 1s no hunger an nano pcoducs(ldenriod)es the ose ariginalty approved: e) If de Aeeaptanee imide:bas not complicd with Q the segaimolumb of this eeteptaMq iectodiug to correct LnshtIatios of tate Product; d) The estgincer wrl%o c+sigioeny papered.opted and sealed Uta rnquired docvmeutation ieirislly subenlrted is no long praeeisingtbe anginesing ptef-Nom , 4. Any mvisien Or a lmoge in the OHNW4116 new Gwdler a IRAWI%amte of rhe product at peoeeae shall automatically be OWW for tet=6Mdoa O(IMS Aemteptselce,unlem prior oA gn approval has bees requested(tliro gb the filar of m revision applleatioii with approwieea bee)snA VwAod by ihis otters. S. Anly of tha following shall also be ground+for remm"I of Shim Aeoeptaseet as Unamtisfactory perform mce of Ws Product or Procem. 1%) %IiswA of this Accepunce ss an andotsement of%W produc?,for ales,sdverricag or nay oder purpose. 6. The Notice of Accepsasne ewmbes promeded by the words Mismi•Dade County.Floriek and followed by the eapirsdoa date enay bt9 ftleyod in advertising LketaNts.if any portion of the Notlee of Accej=nco is displayed, duo it shall be done In Its entirety. 7. A appy of chit Aecapeatwe as veil as eppsoved drawings and other documents,where it applies,sbalL be provided' the user by the mm tuner or its dk0butore and shA be evailsbls for inspection at the job sits at all time. The en&o er sad+m reamd the twpiss L Failure to comply wilt ssq section of this Aceapsmoe shell be onaa ft WIXOioariots mad MMOvi l OfAeecpance. 9. 'Ibis Ptotitar of Acceptant consists of pages 1,Z and this Last page 3. to rot;PF.9r.Hroftem Control Smamtatr hoduct Caevol Dlylsion 1i14�01rTrgfS ACCt!•'lATICS 12 04f '2ft4 13:05 9043880420 ALADDIN CONSTRUCTION PAGE 01 Aladdin Construction • • . ny ftx To 6tto•n: Pages:. j,� � /&v-- P1m Date. Re CC: 0 IbRc+.t 0 for ROMM 0 Plwse COWAnent 1444esse Reply O Manse Recycle L• 7i• i 'L• :i• i • err � � '� ACTIAZIM412:111r • • LOCATION NF--• - • Address*erm BELVEDERE Permit Type: SIDING ATLANTIC BEACH, FLORIDA 32233 SIDINGClass of Work: Range;Proposed Use. Lot(s)-4162 Stock: Section- I Square feet; . . - Est Value: Parcel Nu . : 9,800.00 1017 101!4:1 1011191.fl • 810212002. - O_ - 90.00. . . BOULEVARD Amount Paid: 90.00 ATLANTIC BEACH, FLORIDA Date Paid: W01/2002. .r , YJ�*,fir / t, �►•' �'{ ;l✓ ay -;r A,, %•�..v, ✓ ,v2•'1,��y14yrt�+1Y� riii.. W �, 'j��. •ti. ^;.i 'R�.�. y] ,—• �.`�'.� � �r.. �` „�+'+�7twf„Y Nf 1 .•, / .tr'`!• r�; �,x' +� �� fl +z '�'� - r-,l», 4; fir-cv,.,,•�:�.,�v� �, �t,w ,,, f � �-r. ,�yY --yy •rT `� .� {� .ti+�.S,•'tk�J�.A�"-+��p,.�.w J '� "',� � i;., � Y�M� +tiyr:n aw �:, a r p'i`g �4- _`'Si�i .��n p„ ••r.�� +. i� � �:`r �ti a, ybi!rr '�-f1� e*-u..y }., �ii �,,I�w�Kf�:�ht L`�'�.f 1 t"-r+""�'"rrt'l'S�r a.3 •y Y. � �, � .:�' �,+7t.�' 'Y'i' r .Y� '1�', �°r�rY�'{ar�' {� fWti"^f'`� _tj..' �4k�J't�f,Yj�`�'±�'.,�r 'c�� a'c:^�q� yf �� b� ti{-Au• IY�'�,��"�i� OCY Y � ta:ry.� tr11i.L 4 - .:.Mlr �Y."7_'uo�i. p"-'�L Y tYt. ✓ �yy .�,:-.r l s d r.4 H� '' �': .c^2-w•r-� 4i-...� '� r—c`� ,�`T^yu( • - 1 t I,�r f ♦ T"at C y �'� f `i a1 ! j+1r^ a�'- , _1 NG zt1� ��J >kR,y t"a x` � y { r�CE�?k � J� R�pk�l • �� .tr.+c�,a ,a./ �.^' �.i k� � fi f f c/�..��Ca! "`�'1,�-+ .. i'-F .- �-• �. tr �.e".a-.•wa��ra `�+.�.yd��. -aA.e,+li .�" /��•r -'o�1 c it-tS' • •' 1 • µ J� 1 r ��+ jqy s] "� 'J Fye '" y 1�1 • • • t t.c., 04/20/2f34 13:05 9043880420 ALADDIN CONSTRUCTION PAGE 03 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FI 32233-Tel. (904)2475829 ROOFING PERMIT '.' ,7c2i'• :ic•' , wx.a;;•.�. ..� ,y„tee•:. ••n;M „d-;:.^.•�+ .�, -s^. ermit Number. 24057 Address: 23 BELVEDERE STREET RE Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book. Proposed Use: SINGLE FAMILY Lot(s):462 Block: Section: I Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: 2,500.00 Rf.. �,. . .;, Num ° ; Oats Issued: WI&2602 Name: FLORES, UK, JOSE Total Fess: 76.00 .233 BELVEDERE STREET Amount Paid: 76.00 TIC BEACH, FLORIDA 32233 Date Pald: 8/18/2002 A 7 Work Oesc: EROOF-P R TO PER 1 N ...... .. ALADDIN NS U ,"•. ,�:U „�...: 6.00 411 �.� No may' y r,'ll'+y.�.G1 •��d�;N ��."y`''' Iii:•• .4 NOTICE-INS ; CTIONS, AE REQUESTED AT LEAST 24 HOU PRIOR T SPE ION BUILDING MATERIAL,RU AND THISWOR PLAC N PUBLIC SPACE,AND MUST BE CLEARED UP AND '8Y R "FAILURE TO COMPLY WITH _ L RESULT IN THE PROPERTY OWNER PAYING TWIG MENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. P A r D AUG 16 20M �. CK#,� CITY OF ATLAWIC BEAC 04/20/20-64 13:05 9043880420 ALADDIN CONSTRUCTION PAGE 04 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING OW SEIWINOLE ROAD•ATLANTIC BEACH,FL 32233-TEL 247-MZ-FAX 247-a77 ! F R TI Patent Number: 24MI Address: 233 BELVEDERE Pernnk Type: REMODELING ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPLACMT PERMIT Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):1462 Block: Section: I Square Feet: Subdivision: SALTAIR Est.Value: Parcel Number: Improv. Cost: 2,000.00 i . TIOp--g# Date Issued: 8/16/2002 Name: FLORES, SR., JOSE Total Fees: 76.00 .233 BELVEDERE STREET Amount Paid: 76.00 ; NTIC BEACH, FLORIDA 32233 Date Paid: 8/16/2002 �I�•,"• P , 837 Work sc: REP EMWff jDQjJ06MEN D PWR :,:;,;;;;=-- �:;..,>'.�:�>:: 'C • C . ,. . ...' N FEES =. � ALADDIN CONSTRUCTION COMP °1;:r.Si-1 R: ii�. �""1'-''n.3irVl:...�Y.l�?�v. l• ti. k!. :•7Y •1: :.�.:...F,•.i�,6•:�'+1+�';tt�'i?�=isvC;.ei?�,;.'.,:h,�..':.:>:; -n!»G� IR; L'-. .+a. � >�d �4N+ r:et��1,:'IF: -•+':,sS..y. .. .'lx''�.;i'^, •}.1g+rr.:";;:� NOTICE-1 PEGTIO :13E," UESTED AT.LEAST 24 HOUR IOR TO I PECTION BUILDING MATERIAL, R f ISH,AND IF,F;I WITHIS'WOAX-•MUST E PLACED PUBLIC SPACE,AND MUST BE CLEARED UP HAULS EITHER.:CONTRA ER "FAILURE TO COMPLY WI �TH NS ' TO � N A A SULT IN THE PROPERTY OWNER PAYING i TS" ISSUED ACCORDING TO APPROVED PLANS WHICIIIREOF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C � , ATLANTIC BEACH #UILDING DE \ � v• , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD N� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025542 Date 2/14/03 Property Address . . . . . . 233 BELVEDERE ST Tenant nbr, name . . . . . . REINSPECTION FEE Application description . . . REINSPECTION FEE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner b =-0a- '1 Contractor ------------------------ ------------------------ FTcl,a-fS ALADDIN CONSTRUCTION CO 233 BELVEDERE STREET P.O. BOX 7127 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32238 (904) 387-0001 ---------------------------------------------------------------------------- Permit . . . . . . REINSPECTION FEE Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 C �� 2 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FI 32233-Tei. (904) 247-5826 ROOFING PERMIT PPt��OR1IA"f70N LOCA 'ION 1NF€ RI�IATION + Permit Number: 24657 Address: 233 BELVEDERE STREET Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):462 Block: Section: I Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: 2,500.00 OSIER INF+E ►R11 j Date Issued: 8/16/2002 Name: FLORES, SR., JOSE Total Fees: 76.00 233 BELVEDERE STREET Amount Paid: 76.00 TIC BEACH, FLORIDA 32233 Date Paid: 8/16/2002 P n 837 Work Desc: REROOF-P T: U ME TO PERMITTING ALADDIN CONSTRUCTI COMP 76.00 NL A I a I NOTICE- INS CTIONS T BE REQUESTED AT LEAST 24 HOU . PRIOR T NSPECTION BUILDING MATERIAL, RU H AND THIS WOR O PLAC 'IN PUBLIC SPACE,AND MUST BE CLEARED UP AND BY E ,CTR R "FAILURE TO COMPLY WITH RESULT IN THE PROPERTY OWNER PAYING TWICE MENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I I +i Oper: CHERYLE Type: OC Drawer: 1 C. ___ Date: ERMIT5--BV1LDIN02 01G Receipt no: 6 CITY OF ATLAN IC BEACH 1oolOW3221000 233 BELVEDERE $76.00 TTransqlate. V" Time: 14:25:03 CITY OF ATLANTIC BEACH PERMIT . CALCULATION SHEET Address 2 Cin L� Date C-- - l (o Heated Square Footage @ $ per sq ft = $ Garage/Shed "r-4clper sq ft = $ Carport/Porch @ per sq ft = $ Deck � @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ .Total Valuation 1st $ ( �oc> $ I O Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ ; 5- + 1/2 Filing Fee $ t3 - ( ) Fireplaces @ $15.00 $. BUILDING PERMIT FEE $ z-- < / ' �S WATER IMPACT FEE $ SEWER IMPACT FEE $ � jo WATER METER/TAP $ ` CAPITAL IMPROVEMENT, S SEWER TAP S ( ) RADON (HRS) .0050. $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: �.� .J t-..L• City of Atlantic Beach Building and Zoning APPROVED NCH City of Atlantic Beach• 800 Seminole Road •Atlantic Beach, F%1i� Phone: (904)247-5800 •FAX(904)247-5805 •http://www/ei.atianti[C-beach.fl.us ; PERMIT APPLICATIONFOR ROOFING AUG 15 I&11Bp JOB LOCATION 33 `,- -P A9 OWNER OF PROPERTY- , �,�>�1�1� PHONE# � v 7 CONTRACTOR ALk /i d r %1/ Cl e/V,S < C 61 CONTRACTOR ADDRESS S J� WO S' J— ZIP 32� CONTRACTORS LICENSE NO. Q1 Q OO PHONE#� SCOPE OF WORK 0&S TiS*,�� /1/c� W �o d L I- 4A5 Si t� DECK SLOPE GREATER THAN 2 : 12 3' c S LESS THAN 2 : 12 ACTUAL VALUATION OF WORK $ PRODUCT NAME&MATERIAL aD' TO BE USED ,� 3S 4,�C!h y�A-g (3 Q A0,� ASTM DESIGNATIQN(S) REQUIRED INSPECTIONS SHEATHING FINAL LIBILITY INSURANCE POLICY SUPPLIED `� YES NO WORKERS COMP.POLICY SUPPLIED YES NO CONTRACTOR LICENSE SUPPLIED YES NO OCCUPATIONAL LICENSE SUPPLIED YES NO SIGNATURE OF OWNER SIGNATURE OF CONTRACTOR SWORN TO& SUBSCRIBED BEFORE ME THIS DAY' OF 200 Patricia D'Andrea I AS TO OWNER MYCOMM�ON*OC86�QQp y PUBLIC P<: po�� BONDED TWU TROY FAIN MURA M W- AS TO CONTRACTOR NOTARY PUBLIC CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24574 Address: 233 BELVEDERE STREET Permit Type: SIDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: SIDING Township: 0 Range: 0 Book: Proposed Use: Lot(s):462 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: 9,800.00 OWNER INFORMATION Date.Issued: 8/02/2002 Name: F. V. FLORES, Total Fees: 90.00 Address: 297 NAUTICAL BOULEVARD SOUTH Amount Paid: 90.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/01/2002 Phone: (904)246-9172 Work Desc:. INSTALL SIDING CONTRACTORS � '^+°7 PPLI'CATION FEES ALADDIN CONSTRUCTION COMPANY ; ` . �� 90.00 x " 4A i 3 'Y R :5'� <;s.>x �.'i:3. ,r.`-•� :l•�W.< �' •�, �:.'' ,�x?�� ^!s � r r ' '4 v,J.. 7• a NOTICE BUILDING MATERIAL ` : PACE,AND. MUST BE CLEARED pn a. . r t'W TM w w ..M g,. e, 5 •�i1`�''•� ��{ v .i�,.�"`M4 T!'"��sirs ;,FAILURE TO COMP ` .. ..�. HE PROPERTY OWNER: ..:` ...f. ISSUED ACCORDING TO.APPR:: v BJECT TO REVOCATION FOR VIOLATION OF APPLICABLE " »gin Tom: oc >hn'"7" ' t ; J 233 1111VE>W ST 99t.ab C� ATLANTIC.BEACH BU11 ING DEPT. date: 8MM Tim: 16:20:55 CITY OF ATLANTICBEACHPERMIT CALCULATION SHEET Address X3-'S ( rE[�� Date Heated Square Footage @ $ per sq ft = $ Garage/Shed per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ -l ' r�� 8Q lb.�� $ t� 03 Total Valuation 1st $ 1800. '9� CO • $ .© Remaining Value $5.k' per thousand or portion thereof TOTAL BUILDING FEE $ Ccx� • oa_ + 1/2 Filing Fee ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ ©•© WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT, $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( } $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ -1�. ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: APPR0VED CITY OF ATLANTIC BEACH BUILDING OFFICE AUG 0 2 2002 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,FloridsBY2233-5445 �s t �-i- f ---- Phone: (904)247-5800 FAX (904)247m5805 • http://www/ci.atlantic-beac BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) JOB ADDRESS_ 2 C L 1F(7 d �' ��, - .. DATE .A � Fl Q rC ADDRESS PHONE: LEGAL DESCRIPTION: BLOCK NUMBER LOT NFJMBER ZONING DISTRICT CONTRACTOR �1 &Vkfikl '^1 'U'Y'GQ+"'C 40QATE LICENSE NUMBER ul OM3 Z i ADDRESS PC) f�0X I Z PHONE 000 i CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE E d_An 61 ®✓-N t, } a1 S-c 'L— PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? NO New plumbing fixtures? New fireplace? New heating/air conditioning? N� Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? t4 0. Applicant certifies that no change in site grade or fill material will be used on this project. [ S. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owners) :. S'e a /j �r Job Address: ,, �!�/ d,B+'l Phone: 7 Lot # Block or Unit # Subdivision: Contractor: T1,7 j' j State License #G� Address: 19,09 Phone No: 7^ D bD City 'Th X qtate FeLtA,, Zip Code ZZ�� Describe work to be don!:n ar 1t v Present use of building: Valuation of Proposed Construction: 9TlL'L� Proposed use: /,✓,� �v. Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? "�� New electrical (or increase) ? &02 New plumbing fixtures?__,�j/k New fireplace? ,d New Heat/AC? _ SUBMIT TERM (C0MaMC1AL) TWO (RESIDENTIAL) CC WLETE SETS OF PLANS, INCLUDING SITE PLAN, SaRVEY, MGMGY COZZ FORMS, NOTICE OF COI NCE'MJEJNT, AND pi MMICONTRACTOR AFFIDAVIT, IF OWNER ZS CONMViCTOR. Signature OWNER: Date: Signature CONTRA OR: Date: AS TO OWNER: /� 1 Sworn to,a ��,,,M V lgaf this �/'� day of o7'� 20W. o •Commission*DD10= �P AprIl 10,2W5 ,'�oFftd:� Bonded 1$n NOT PUBL C AS TO CONZ�ftfi&idlantic BondingCo.,inc. �/ aeo2 Sworn to and subscribed before me this ,2 _— day of a`•��%_0 6',, DavidH ' . Sta D Crd NOTARY PUB I ommiss(oa,ps DD10822g ErPires App 20.2006 "#Olt Atlantic BBoonndd� - ing Co.,Inc. FLORIDA STATUTES DREW'$ FORM M•120y4 Monufoclurod and for solo by The X.L W.R.Drew Co-pony 14.131—1963 Jockronville.Florldo Rotice of tommencement (TO BE RECORDED) Property to be improved: ..._n ..1✓ �t u�p!_'.:.....c .................................................. ............ .........................1.�.� l t.x�..�1%..... ...........- - ... - ....._.................. ..... (description sufficient for identification) General description of the improvement: .._�2-FA/-t... 1Y.Q.� .............•-----.............................................................. ..........---•--...•...-•-•-•........................•---------...---------.......-.•••...............--•.............................._......................_....... Nanceand address of Owner: ................................................................................................................. ...........---•-•......................•-------•------•-.............---..........................------..•................--•-----•----•---••••••-................... Extent of Owner's interest in property fee simple) other: .......................................................... ------------------•--•----- ------1-1-1----------I-------------- ----.--.---.----------•-------------- ... Name and address of fee simple title holder if other than Owner. .................................................. .......................... ------------ ----------------•---•-•--•-----•--- ...................-............................... (1f ownership is other than fee simple, the name and address of the fee simple title holder must also be given) � 1/�Name and address of Contractor: . . ..... ..,,1 ,,,f_..._.. /,�(j�al�.._>►.�� ...��...._..... �........��p l .. .��1' �.-••-- � . f.F .......... .2..?-. -., /..z:?................................................... Name and address of surety on payment bond, if any, and amount of the bond: .......................... .................................•----.........-•--..........----....................-•----...----...•............................--•-•-............._..•---....-•-•-- ..................•..........._..-----..._......................-•-•--.................--•--....-•••••-•-•--......._......_ Amount $........................ Name and address, within the State of Florida, of a person other than the Owner signing this notice, designated by the•undersigned to receive service of notices or other documents: ............ .....-•----•.............•-----••--........-•-•----•-----------........_............._..-•---•-••-•---..........................-•-•............................................................. Nance and address of person to receive copy of Lienor's Notice as provided in Sec. 84.061(2)(b) FloridaStatutes (Optional): .................................................................................................................... .......................................................................................-•-------------------------....•.........•...•........_•••-----................ Dated this..,2. t?.. ----dav of--- _ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 806 Seminole Roar!-Atlantic Beach, FL 32233-Tei: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION j LOCATION INFORMATION _. - Permit Number: 24426 — Address: 233 BELVEDERE STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233. Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed.Use: Lot(s).462 Biock: Section: 1 Square Feet: Subdivision: . SALTAIR Est, Value:. Parcel Number: Improv. Cost: — OWNER INFORMATION. — Date 4ssued: 7/11/2002 - Name: F. V. FLORES- T Total Fees: 25.00 ` Address: •297 NAUTICAL BOULEVARD SOUTH.' ' Amount Paid: .25.00 ATLANTIC BEACH, FLORIDA 32233 Date-Paid: i 7/11/2002 Phone: (904)246-9172 { Vllcirk Desc: .WIRE FOR HVAC ---_ =-CONTRACTORfS __�__ --_ APPLCCATIQN_FEES . R 8 R ELECTRIC COMPANY , .r� T 25.00 � . AN �-r ��'. -u.•r� sem: '"''� ��_�, �,.��. �J �' s a Y d M T i1 00'.��.�..• T�. ..� „Y�-�ti1 .w4. 3 -.ms-y d'�.d-' N` :..lA* e1 �i"s��i., `[4�•.a.'''a�' 'rbbe•,r'"'' .•�'�..• - 4'' :. -4"<* &'w`Y", akA �� 'Swr . 4 Ally eN: a "'@e... "vy^�r,._..�r •�a.�?�iy,�e•r _�e-°�+��T �Ys a R. i {— z _•kir x L'�w.r.,.�-��y� �. � s.. �t�ta�� 1 '�Sy,y�,'ku+ �r r•x� +•�.,�...�. � s.s '��Css#$� �.a- F�,r ' ',;�' �^s2F71a '��' S��S"R.--„ � �`�� •,•3�'. A �'k�ik'F'��•'n �f.-yN' a� �. - g-`� .w�c� � k&� •�frtx •nr '�'�i*��:'��j�� ^t"ta.:+�x -� q��, ��Y :��`� .r p� I • I .-_ 'Fa:E �, - •ry 3s.� � 'F{t'ii++'`�` � '.. !r -'cam' �,ary& - _ I4 NOTICE ED '� T1QN I —. irr't' r=te �' � �. �.✓.'� .� xr�,^�' . ;'�'i �� '"� :�s,'�L'r '�, BU1LUNG MATEOR _ PACE, AND MUST BE CLEAR . R , '°FAILURE TO.CO `E PROPERTY OWNE �.y'' � gra. •� .� ISSUED ACCORDING TOA .f JECT TO REVOCATION I FOR VIOLATION OF APPLICA - - • .. sir �'"3" N �y Y`✓' .. yS4 rm s' 1 Open: DBMITI_ Type: OC• 'Draw. I Date: 7112102 Id RereipE no: 72410 -- 14 PEIIOITS-MLDIMC I ' 82x.06 . I ATLANTIC BEAC BUILD DEPT. i010106Q221080 _233.1111VOIX St CK- ' E S 7120 . 52x.06 figh htfi 7112/02 TxW1. la:nzA CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT --- —— ---- LOCATION INFORMATION PERMIT INFORMATION —� ----- Address: 233 BELVEDERE STREET Permit Number: 24426 - i ATLANTIC BEACH, FLORIDA 32233. _ Permit Type: ELECTRICAL Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed•Use: � Lot(s):462 Biock: Section: 'I _ Square F . Subdivision: . SALTAIR Est. Value _Parcel Number _- Improv. Cost: __ OWNER INFORMATION Date issued: 7/11/2002 Name: F. V. FLORES- Total Fees: 25.00 Address: 297 NAUTICAL BOULEVARD_SOUTH . Amount Paid: 25.p0 ATLANTIC BEACH, FLORIDA 32233 Date-.Paid: 7/1.1/2002 __�_ Phone: (904)246-9172 --- __ - - !lark lb .WIRE FOR HVAC - — — T-- APPLICATION'FEES - r� CONTRACTOR(S)_ 'R & R ELECTRIC COMPANY 25.0.0 — NOT 04 y (. , ��"��"S��r�''.�1�-�x3 a;fit S i`5 .�„ "m ,iCa"• ' 'w�9^+L"",�� i�°" �+ ;. � .. . �yyiL��'.acFvr�� ••;� � Y�'N .aG-i lai yMx.� T. - _ �Y .✓ '....%- "'V f ' f .YM"4,?ffjt �'. "rzr' '�j�T' •n50i e• 4"xb _ ' i� �3t�i°'g -`r .,,;tea " ,y,� � a , ' ,.-'�.• �. "`itl �+,"^�� t i. a•* .4. a"'�.. "^''-i. - a + i .�'; au'•+" .•Z y''k' ,K' „"" . M•n a rte.,^,. t� ,.�a„n.. „�6". rH 7 fi. . 'Ra R�'-"-^h _ �. 1 .rt g tLF+..z•s- s�,�. .7 «'m..' i I. r � NOTICE TEp TItON = BUILDING tu1ATE wa aPAGE, AND n �._>. MUST BE CLEAR ` "FAILURE TO CO r E �aA r= PROPERTY-OW �! i � ''''• JECT TO REVOCATION ISSUED ACCORDING TO AP l FOR VIOLATION OF APPLICA - tOar. DMITN Type: OC Draiiez: 1 Dete. 7112M 01 '. Receipt so 72419 _. _ �.• 1M18YPEWTS999M`DING EA825.99 fl AT _ NTIC BC BUILD. DEPT. 233 BDLYEIIERE ff ct ta�ats 7129 525.99 T111, 41441 7/12102 Tim-. 13:22:24 r CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: July 8, 2002 1q 1 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING-THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM. SAID WORK IN ACCORDANCE WITH THE ATTACHEDNS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGU IONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. R & R Elecfric of North Floridly, Ifl. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME Flores ADDRESS: 233 Bel verdere RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES.V) APT.( ) comm. ( ) PUBLIC ( ) INDUS.( ) NEW( ! OLD (X ! REW.( ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE( ! REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZEAMPS PH W LT RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS G _ 1 Ul • to I V ,fes L. RM •2"y�^a:5.. ��;�r! �+�.�.¢ ��Sk • `x�4 a� r-i�-:F�� c� � �rq" '}r�'3"� 3•-��. er.tu. Y•'nc.a -KA( 3,... I r ...:... 'li."Y'+.'21..•'BR:" a 1# RE .3x.+,KrNOR '+ .',.a -stn. 7.77 .IF 3 gym ` "� J � fir e x • � f '� � a ^;�6 s �t 7��li�t►'� aM•� '�'j �V-{ it ca+' '��'Af - '� �� ` � �—a �a.,� � �s �.F�,s Lciar � i..r.7sr+R..t•��a�r 1�:: ak.,: _ as • � ` .Zr .t:rs�,§Z�i.-& ,w- " �T -.'�` .�'A as��r.,�c:'� `va-.si'-,.h wx' +.r z.4'v 1 � a +r"+d .l 5�•�" ,,fi�gg _ • • '3 r.•F ax`.'. ay *''.ar�a j, t •, i- 7:i .sy ,t•f Q • " Q • u E �"ark a x �3,.s �f"�r�� .-�'��w� -�' it�'." y • � • S 7 i 7 I �� it BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II,III, and IV. I. Street Address: e ✓� Pr LOCATION OF Intersecting Streets:Between eq,4k, And r BUILDING Sub-division H. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of MechanicalJr n Contractors Contractor Print) S 4eq-hr7 ry— r Master Name of Property Owner /- c Q Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. Ml Electric IS OTHER CONSTRUCTION BEING DONE ON TIES ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? (3 oil ❑ Other—Specify-6/'-w 1'�y�/� IF YES,GIVE NUMBER OF CONSTRUCTION IV. �- PERMIT MECHANICAL EQUIPMENT TO BE NATURE OF WORKm/Residential or Commercial l O INSTALLED ❑ New Building (Provide complete list of components on back of this form) Existing Building 2/Heat _Space _Recessed 4"fentral _Floor Cl- Air Conditioning: Room R `�Centra( ❑ Replacement of existing system f,Y Duct System: Material Room r�r, knees le-� O-- New Installation(No system previously installed) c ❑ Extension or add-on to existing system Maximum capacityO/ J cfm '❑ Other- Specify ❑ Refrigeration Cl Cooling tower. Capacity _nm ❑ Fire sprinklers- Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manli$_Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) ❑ LPG containers (Number) Remarks ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Numb r Units Description Model Numbers +facturer Capacity Approving >DK K h�e Tons Agency J 3 rz vL 1 d ' HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving R T enc TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency DEPARTMENT OF BUILDING 'QR �? 'FC USE OiiTl<Y� h. CITY OF ATLANTIC BEACH, FLORIDA -Date /w� 19+ 1 Permit # Fee Application for Permit for Valuation $ HOUSE # 1 Mi=scellaneous Alterations,' and Repairs < . DE CRIBS: s . . (State if to repair; alter, add to or move building, erect>'anvings, et • Building on: Lot Na. c No/' Sub Div. eos j Valuation a /,a& Qd' owner''s Ne BUILDINGS AND OCCUPANCY Building Use - Res tial or Business What Plumbing work be done? Size of Present Bld4. Size..of l xten` on Lot Size Bao. of stories >r�ow ter altered erial of roof Material of Pressen S Buil ng erial of Extenston. NE SAR PLANS'"TQ SUBMITTED HEREWITH (SIL B QR G OLINE EQUIPMENT Name of Oil Burner or Gasoline Type or Model Name and Address of Manufacturer Ila connection herewith, applic is also made to instal.lt gal. capacity tank(s} made by of c,�a�ge metal ." . s ground. Name o Manufacturer) (Und,4>r or Above) Under pr Above) of ui ld _ng. �` nsx a or u s a ame o c aser FURNISH DRAWING' HOWING ENTIRE LA UT ON REVERSE SIDE OF THIS BLANI£ SIGNS Size Classification (State whether ground, r oo ; wall, pMec ng, nner) Material of Construction Ill=inated? Type of illumination (State e .., er rtiVpi or eon Will sign be over public property �. SUBMIT DRAWING SHOWING CONSTRUCTI2N. OF SIGN AND METHOD 0,21HAI�GGING WRITE ADDITIONAL INFORMAT16N BELOW (For canvas awnings provide dimensioned drawing obi reverse side) IMPORTANTNOTICE: In consideration of permit given for doing the work as described in the move statement, we hereby. agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations ©f the City of Atlantic Beach. (Southern Stand ilding' Code) ., Signature BuildpX or, Own r Adores4 .Z.d. Phone Nd. S CITY OF j4��z,�rt'ic �eau°i - ��vudet 300 SEIHNOLE ROAD _-- ATLANTIC BEACH. FLORIDA.,»3; .7-51 TELEPHONE (904)247-5800 FAX k904)247-5805 SUNCOM 352-5500 August 18, 1997 Florencio V. Flores 233 Belvedere Street Atlantic Beach, FL 32233 Dear Sir: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: RE: 233 Belvedere Street a/k/a Lot 474, Saltair Section I RE#170517-0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 12, Section 12-1-7 i.e., -- Abandoned, inoperable, owner unidentifiable vehicle. Vehicles must be stored in a garage *Y or carport if they fall within the above categories in whole or part- outside storage is not permitted in residential areas. You are hereby notified that unless the conditions above described are remedied within fifteen (15) days from the date of your receipt hereof, this case will be turned over to the Code Enforcement Board. Under Florida Statutes 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, Karl W. Grunewald Code Enforcement Officer KWG/pah cc: Public Safety Director f VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED #6626 PSR=8844 8044 '� DEFmmet4T OF 8011.Ut1NO CITY OF ATLANTIC fIEAP I k . .`. FELT LOCATI}ONS,. 10.0 I 'if-plo Address . 2I LV �� a t. Ir + a TD f2col = ` oS IN L" DtAMIL3aiP w +"1. rr • tit+ t9 Sti #svgtuL o�rl: ' 11 f ;hp . Cott I tt.00 22 50 422 .50 i 0 "� " }i�rt7f int i ...�. �g , dr»wr ,. 1 P', $42.50 WAT" 06.00 did ACT IMIlt TORID f 3 �MYr.M J! r 1. y�;.p► .. ylYy�y.�y,�pY. �'y* 1✓ {ryY +X111 3 $0-00 ' rt+iry/.r iWYe I ItC:. 00 , SIM, VA -3221 , - 4J . ;G► 'r ' 1 N ' ' ly`10 Tn N4TtCE-- hLL CitECi�E TIE Ft3RMB ANp F4Ttt+tQB'MUQiT'8e 1NI ! CT ? tCt1# PodlttG.: s PERMIT V01D SIX MONTHS AFTEA.C3A*F t`SSWS SUILDINO MATF,RIAL,Ri $BtSH AND DEBRIS FROM THIS WORK MCIST NC1T'BE'PLACEDIN PkJBA�N�J CLEAReP UIQ AND i AULEt AWAY BY�tl'HE0 CONTRACTOR C51i OWNER ► �.Ui � TQ xC3� '#. ' TH THE MECHANICS IJLNG TW 9,1F � s «�Q ACCORfJtNC TCI.APPI�C VVD,PLANS WHICH ARE PART 4F`THIS,pERMtT:ANIS.SU 3.l CT 7O RSA "t4 � QFPROWS) LAW. RAW. A'LANTt BEACH El f t Qtnt t t AI I t `NT � � thea l r x x y� a� CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION Owner(s) : '11� y. /--/O�� S Address : A 33 130,/ -tu, /1 -1' S1 Phone:djU.(.0 5172 Lot # Wv2— , Block or Unit # set- I Subdivision: 5f347'04/la Contractor:_�i +/t�'G%7�.t� - � ��5cx��i�G Address : City, State and Zip �7A—Y'- �� j Phone7�` State License Describe work to be performed: Valuation of Proposed Construction: Materials to be used: Signature of owner; �,,� /� . L Signature of Contractor: Liability Insurance Supplied Workers Compensation Insurance Supplied License Information $ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233—TEL: 247-5826-FAX: 247-5877 f t f "ERMIT=INFORMATION _ N,..,. . !C?CATION'tNFORMATIO�li. .lsu.� $ ; Permit Number: 24661 Address: 233 BELVEDERE STREET Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPLACMT PERMIT Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):462 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: 2,000.00 _ { ,. fl!WNER: CITY OF ATLANTIC BEACH PERMIT . CALCULATION SHEET Address IOC��g_�cfZ P Date L(0 Heated Square Footage @ per sq ft = $ Garage/Shed @ $ ol- per sq ft = $ Carport/Porch $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ 2SD0. ��. S lam. C" .Total Valuation 1st $ Lo©o 00 1 �^��. It $ Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ i ( ) Fireplaces @ $15 .00 $. BUILDING PERMIT FEE $ ao� Z WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) .0050. $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical .Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: City of Atlantic Beach -� Building and Zoning City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone:.(904)247-5800 • FAX (904)247-5845 •http://www/ci.attantic-beach.fl.us PERMTT APPLICATION FOR REPLACENIENT OF WINDOWS,SKYLIGHTS AND GARAGE DOORS OF SINGLE-FANLtLY OR TWO-FAINULY (DUPLEX CONSTRUCTION Date Address where work is to be performed 3 ��L V� O Eek Applicant . Address 3 y Et E (/E D E+��' Phone: Legal Description: Block Number Lot Number Zoning District Contractor v State License Number Address S 3 S L- L4 S Phone 3 fS 641 l City :) rI e f�S 6N V/ c State��Zip S 2-2- Fax Describe Proposed Use and Work to be Done Present Use of Land or Building(s)' Valuation of Proposed Construction 6 Building Date: Mean Roof Height (ft) Building width 2-0 (ft) . Building Length 6 (ft) Roof Slope 3 / *Window Elev. 510 (ft) Window Height (ft) Window Width 3']LL(ft) Measurement from comer of building to window (ft) h 5 S ..*Window Eley.From Grade F� City of Atlantic Beach • 300 Seminole Road •Atlantic Beach,Florida 32233.5445 Phone:.(904) 247-5300 • FAX(904)247-5345 • httg://ww•,v/ci.atiantic-beach.fl.US PERMIT APPLICATION FOR REPLACElY1ENT OF WLNDOWS,SKYLIGRTS AND GARAGE DOORS OF SINGLE-FAMMY OR TWO-FAIX.Y(DUPLEX) CONSTRUCTION Date Address where work is to be performed ye dei,,,e Applicant FXL e 5 Address p� .3 Be� (/�' CL '� � � Phone: c� ��" 4 Q Legal Description: Block Number Lot Number Zoning District Contractor ol llt,� - e At s 7 —6 State License Number 1�160 � Address � �,,��/L S'! cj T Phone '0 ©� 1 City , )(' State Zip --Fay Describe Proposed Use and Work to be Done Present Use of Land or Building(s)' Valuation of Proposed Construction_62z oo, G Building Date: Mean Roof Height 1 p (ft} Building width �Z y (ft) . Building Length o (ft) Roof Slope 3 - !2 *Window Elev.jnL_(ft) Window Height .Ir t (ft} Window Width ft) Measurement from comer of building to windowAl I (ft) METROO DE - METROPOLITAN DADE COUNTY. FLORIDA r METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT / SUITE 1603 APPROVED METRO-DADE FLAGLER BUILDING CITY OF ATLANTIC BEACH 14o WEST FLAGLER STREET BUILDING OFFICE MIAMI, FLORIDA 33130.1563 (305) 375.2901 AUG5 2002 FAX(305) 375.2908 ll / By: PRODUCT CONTROL NOTICE OF ACCEPTANCE Thermo Window Industries, Inc. 1035 Miller Drive Altamonte Springs,FL 32701 Your application for Product Approval of Model: "D.H.w Double Hung Aluminum Prime Windmy(Downsized DH-C70) 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 submitted by H.E Rupp, P.E along with National Certified Testing Laboratories report No. NCTL -210.1590.1 dated: January 1, 1994, report No. NCTL-210-0897-1 dated. September 15, 1991, and report No. NCTL•210-1590-3 F.ER. dated.February 9, 1994. has been recommended for acceptance by the Building Code Compliance Office to be used in the Dade County, Florida under the Specific Conditions set forth on pages 2-2b and the Standard Conditions on page 3 for Glazed Products. The Office of Code Compliance reserves the right to require retesting of this system within the first uvo ycars of the approval should any amendments to the South Florida Building Code be enacted affecting this component or roof system. ACCEPTANCE No. : 94-0223.03 Gil Diamond, P.E. Supervisor Product Control Division PLEASE NOTE "" THIS IS THE COVERSHEET, §EE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTF;� This application fc,.Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida undcr the conditions set forth above. APPROVED: = 2 8 1994 Charles Danger, F.E. . Director - -Building Code Compliance Dcpt. Metropolitan Dade County -1- - r Thermo Window Industries, Inc- -2- NCTL-210-0887-2 MWP$: One weep notch measuring 2" leg height was located at each end of the center vertical sill leg. DUTEERJOR & EXTERIOR SURFACE FINISH:. Brown painted aluminum. SEAi.ANT: The frame and sash corners were sealed with a silicone sealant. INSECT 9CREk1N: An insect screen measuring 3'7.3/4" wide by 6'1-1/4" high was of butt type corner construction with nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two pull tabs, two retainer springs. TEST RESULTS PARAGRAPH NO. TITLE OF TEST MEASURED ALLOWED 3.1.1 TEST A 0" 1/2" 3.1.2 TEST B 0" 1,2" 3.1.3 TEST C 0" 1/2" 3.1A TEST D, E, F 0" 1/2" 3.1.5 TEST G 0" 1N" TEST COMPLETED: 08/16/91 Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4) years. The results obtained apply only to the specimen tested. NATIONAL CERTIFIED TESTING LABORATORIES, INC, TIl M�- E'[/ARRIS Laboratory Supervisor / Thermo Window Industries,-, Inc. ACCEPTANCE No. : 94-0223.03 APPROVED MAR 2 8 1994 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS ANSI/AAMA 101-93 HAMA 1302.5-1916 (F.E.R) MODEL DESIGNATION: Dade County Approval # 94-0223.03 September 30, 1995 Model: "D.H." Double Hung Approved for installation up to 250 ft. above grade. Aluminum 'Window OVERALL SIZE: 4' 5" wide x 6'4" high CONFIGURATION: XIX CAUTION: Elevation must be reduced in the coastal construction zone. QENERAL: This unit is a ane-over-one side load double hung aluminum prime window measuring 4' 5" wide by 6'4" high overall. The top sash measures 4'2" wide by 3'0-3/8" high. The bottom sash measures 4' 2" wide by 3' 2-1/2" high. The frame is thermally broken using poured urethane thermal barriers, debridged to 1/8". Both sash are removable via a single block and tackle balance with locking tilt shoe located in each jamb track. One metal cam-type sweep lock is located at 5" from each end of the interior meeting rail. Aluminum spring-loaded snap lock is located at 11" from each end of the top and bottom rails. The keepers are extruded onto the exterior meeting rail, head and sill. A rigid parting vinyl is located at each jamb and the head. A plastic cap is used at the top of the sash stiles. A plastic security stop is snap-fitted at 4" from the exterior meeting rail on the top sash stile. The frame is of double screw coped corner construction. The sash is of single screw coped corner construction. GLAZING : Both sash are channel glazed using double strength annealed glass with a flexible vinyl glaring bead. -Y- 2 W4 Gil Diamond, P.E. Supervisor Product Control Division -2- Thermo Windgw Industries. Inc. ACCEPTANCE No. : 94-0223.0_3_ APPROVED : Yiq 2 8 1994 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS WEATHERSTRIPPING: A double strip of polypile weatherstrip (0.180" high) is located at each sash stile. A single strip of center fin weatherstrip (0,190" high) is located at the sill. A single strip of center fin weatherstrip (0.370" high) is located at the sill and bottom rail. A double strip of center fin weatherstrip(0.370" high) is located at the top rail. A single strip of center fin weatherstrip(0.450" high)is located at the exterior meeting rail. A single strip of bulb vinyl weatherstrip is located at the sill and interior meeting rail. A polypile adhesive backed dust pad (0.350" high) measuring approximately 2" x 7/16" is located at each end of the exterior meeting rail. WEEPHOLES: One weep notch measuring 2" leg height is located at each end of the center vertical sill leg. INTERIOR& EXTERIOR 51UURFACE FINISH: Brown painted aluminum. SEALANT: The frame and sash corners are sealed with a silicone sealant. INSECT SCREEN: An insect screen measuring 4' 2-3/4" wide by 61-3/4" high is of butt type corner construction with nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two pull tabs, two retainer springs. TESTS: RESULTS: EXTERIOR WIND LOAD (PSF) 105.0 PSF ASTM E330 POSITIVE INTERIOR WIND LOAD (PSF) 105.0 PSF ASTM E330 NEGATIVE WATER RESISTANCE (PSF) 11.25 PSF ASTM E547 AIR INFILTRATION @ 1.57 PSF 0.21 CFM/FT- ASTM E283 ( < 0.37 CFM/FT ) FORCED-ENTRY RESISTANCE (F.E.R.) NCTL-210-1590-3 AAMA 1302.5-1976 Design Pressure Rating 70.0 PSF .a it iamon E. Supervisor Product Control Division - 2a- _Thermo Window Industries. Inc. ACCEPTANCE No. : 94-0223.43 APPROVED WN 2 8 1994 NOTI E OF ACCEPTANCE: SPECIFIC CONDITIONS BREWS AND METHOD OF ATTACHMENT Sill : Atone Header: #8 x 15/8" flat head screws secured at a max. of 6" from comers and a max. of 24" apart. Jambs : #8 x 1 5/8" flat head screws secured at a max. of 6" from comers and a max. of 24" apart. Note: Please see note#11. Page APPROVED FOR ELEVATIONS UP TO: 250 FT. Above Existing Grade. vglid until May 29. 1994 when a Design Pressure Rating of 70.0 2-11 shall a221y. This product must be re-evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub-section 2309.2 (b) of the South Florida Building Code. Gil Diamond, P.E. Supervisor Product Control Division - 2b . FASMM LOC=IQNS TEST SUCK The test specimen was mounted to the 3, test buck using UvE.*4 ( 7 ) C'�Elx *) screws located at location shown METRO-DADE COUNTY REQUIRED NATIONAL CERTIFIED TESTING LABORATORIES JOB NO. : NCa-Z io- / - 1 COMPANY: T,N+wmy Wtwm w S►aysyi t 5 -Tv-1 - `- f TEST DATE: f CIL'CIL' NO I{ICE OF ACCEPTANCE: S"T"ANDARD CONDITIONS FOR GLAZED PRODUCTS - 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. '!2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled, giving the manufacturer's name. Dade County Product Control Apflroval Numb, approved elevation and date of"Rigglion. 4. Extension of Acceptance may be considered after a new application has bean filed and the supporting data, for test reports less than four (4) years old, has been re-evaluated. S. Any revision or change in materials, use or manufacture of the product shall automaticaly be cause for termination, unless prior approval is granted for revision or charge,. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re-evaluation. 7.; This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with A-\'SII.kkNLA 101-88 or for wood window unit by ANI SUNWWDA I.S. 2-87 and sliding doors ANSUNWNVDA I.S. 3-3 and swing doors ANSI/NWNVDA I.S. 8-83. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for ail w ndows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a maximum of 6" from each comer and =,-llion or stile. Nlinimumpenetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. S for first and second floor installations and No. 10 for all other floors above the first and second floors. l - a Diamond, P.E. roduct Control Division - Supervisor Revised 5-20-92 _ ` REQUE-ST FOR CHECK Date 102/19 p f 3 19 Payee Jo Vendor#�nnn Address 233 Belvedere Street City Atlant c Beach State Florida 32233 rP Code- Amount$ 35,00 Account No. 00100003221002 Or Charge To Reinspect fee Project# Description He was charged a reinspect fee in error. Larry cannot reinspect because of a legal issue. '* REQUESTED BY: APPROVED i3Y: J.;SCHLUETER Form No.CFR 1 * DEPARTMENT HEAD Please return,:check to the buildingepf. 4 METR0[3ADE - METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 -~'! A P P R O V E D METRO-DADE FLAGLER BUILDING CITY OF ATLANTIC BEACH 14o WEST FLAGLER STREET BUILDING OFFICE MIAMI, FLORIDA 33130-1563 (305) 375.2901 AUG 15 2002 FAX (305) 375.2906 By: � PRODUCT CONTROL NOTICE OF ACCEPTANCE Thermo Window Industries, Inc, 1035 Miller Drive Altamonte Springs,FL 32701 Your application for Product Approval of Model. "D.H."Double Hung Aluminum Prince Window(Downsized DH-C94) 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 submitted by H-F_ Rupp, FF- along with National Certified Testing Laboratories report No. NCTL -210-1590-1 dated. January 1, 1991, report No. NCTL-210-0897-1 dated: .September 13, 1991, and report No. NCTL-210-1590-3 F.ER dated: February 9, 1991 has been recommended for acceptance by the Building Code Compliance Office to be used in the Dade County, Florida under-the Specific Conditions set forth on pages 2-2b and the Standard Conditions on page 3 for Glazed Products. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should anv amendments to the South Florida Building Code be enacted affecting this component or roof system. ACCEPTANCE No. : 94-0223.03 G` Gil Diamond, P.E. Supervisor Product Control Division PLEASE NOTE THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APPROVED: W 2 8 1994 Charles Danger, P.E. . Director - -Building Code Compliance Dcpt. — Metropolitan Dade County Thermo Window Industries, Inc. -2- NCTL-210-0897-2 WEEPS: One weep notch measuring 2" leg height was located at each end of the center vertical sill leg. INTERIOR& EXTERIOR SURFACE FINISH: Brown painted aluminum. SEALANT: The frame and sash corners were sealed with a silicone sealant. INSECT SCREEN: An insect screen measuring 3'7-3/4" wide by'6'1-1/4" high was of butt type corner construction with nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two pull tabs, two retainer springs. TEST RESULTS PARAGRAPH NO. TITLE OF TEST MEASURED ALLOWED 3.1.1 TEST A 0" 1/2" 3.1.2 TEST B 0" LT" 3.1.3 TEST C 0" 1/2" 3.1.4 TEST D, E, F 0" 1/2" 3.1.5 TEST G 0" 1/2" TEST COMPLETED: 09/15/91 Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4) years. The results obtained apply only to the specimen tested. NATIONAL CER.TI F - TESTING LABORATORIES, INC. M. HARRIS Laboratory Supervisor Thermo Window Industries, Inc. ACCEPTANCE No. : 94-0223.03 APPROVED : NR 2 8 1994 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS ANSI/AAMA 101-93 HAMA 1302.5-1976 (F.E.R) MODEL DESIGNATION: Dade County Approval# 94-0223.03 September 30, 1995 Model: "D.H." Double Hung Approved for installation up to 250 ft. above grade. Aluminum Window OVERALL SIZE: 4' 5" wide x 6'4" high CONFIGURATION: XIX CAUTION: Elevation must be reduced in the coastal construction zone. GENERAL: This unit is a ane-over-one side load double hung aluminum prime window measuring 4' 5" wide by 6'4" high overall. The top sash measures 4'2" wide by 3'0-3/8" high. The bottom sash measures 4' 2" wide by 3' 2-1/2" high. The frame is thermally broken using poured urethane thermal barriers, debridged to 1/8". Both sash are removable via a single block and tackle balance with locking tilt shoe located in each jamb track. One metal cam-type sweep lock is located at 5" from each end of the interior meeting rail. Aluminum spring-loaded snap lock is located at 11" from each end of the top and bottom rails. The keepers are extruded onto the exterior meeting rail, head and sill. A rigid parting vinyl is located at each jamb and the head. A plastic cap is used at the top of the sash stiles. A plastic security stop is snap-fitted at 4" from the exterior meeting rail on the top sash stile. The frame is of double screw coped corner construction. The sash is of single screw coped corner construction. GLAZING : Both sash are channel glazed using double strength annealed glass with a flexible vinyl glazing bead. -Y- 2 Gil Diamond, P.E. Supervisor Product Control Division -2- _Thermo Window Industries. Inc. ACCEPTANCE No. : 94-0223.03 APPROVED i 2 8 1994 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS WEATHERSTRIPPING: A double strip of poiypile weatherstrip (0.180" high) is located at each sash stile. A single strip of center fin weatherstrip (0.190" high) is located at the sill. A single strip of center fin weatherstrip (0.370" high) is located at the sill_ and bottom rail. A double strip of center fin weatherstrip(0.370" high) is located at the top rail._ A single strip of center fin weatherstrip (0.450" high) is located at the exterior meeting rail. A single strip of bulb vinyl weatherstrip is located at the sill and interior meeting rail. A polypile adhesive backed dust pad (0.350" high)measuring approximately 2" x 7/16" is located at each end of the exterior meeting rail. WEEPHOLES: One weep notch measuring 2" leg height is located at each end of the center vertical sill leg. INTERIOR& EXTERIOR SURFACE FINISH: Brown painted aluminum. SEALANT: The frame and sash corners are sealed with a silicone sealant. INSECT SCREEN: An insect screen measuring 4' 2-3/4" wide by 6'1-3/4" high is of butt type comer construction with nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two pull tabs, two retainer springs. TESTS: RESULTS: XTERIOR WIND LOAD (PSF) 105.0 PSF ASTM E330 POSITIVE INTERIOR WIND LOAD (PSF) 105.0 PSF ASTM E330 NEGATIVE WATER RESISTANCE (PSF) 11.25 PSF ASTM E547 AIR INFILTRATION a 1.57 PSF 0.21 CFM/FT- ASTM E283 ( < 0.37 CFM/FT ) FORCED-ENTRY RESISTANCE (F.E.R.) NCTL-210-1590-3 AAMA 1302.5-1976 Design Pressure Rating 70.0 PSF it iamon ; E. i Supervisor Product Control Division - 2a- .Thermo Window Industries. Inc. ACCEPTANCE No. : 94-0223.03 APPROVED : W 2 8 1994 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCREWS AND METHOD OF ATTACHMENT Sill : None Reader: #8 x 1518" flat head screws secured at a max. of 6" from corners and a max. of 24" apart. Jambs : #8 x 1 5/8" flat head screws secured at a max. of 6" from corners and a max. of 24" apart. Note: Please see note#1-1. Page APPROVED FOR ELEVATIONS UP TO: 250 FT Above Existing Grade,,valid until May 29. 1994 when a Desitn Pressure Rating of 70.0 v s f shall aoflly This product must be re-evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub-section 2309.2 (b) of the South Florida Building Code. L Gil Diamond, P.E. Supervisor Product Control Division - 2b �i XMTENER IAC ION TEST BUCK The test specimen was mounted to the test buck using Sever/ ( 7 ) (^Bx lS*) screws located at location shown METRO-DADE COUNTY REQUIRED TIONAL CEEZIFIED TESTING LABORATORIES JOB NO. : NCTL-2 10_ /E90 — I COMPANY t 7HWmo wk� pow mov SnPi E S �.tiC.• �--�' TEST DATE: L ® J i ' Qq NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations, approved mullion drawings and calculations must be Med with Product Control. -�- 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled s6ving the manufacturer's name Dade County Product Control ApRroval Number a22roved elevation and date of ex iration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re-evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automadcall be cause for termination,unless prior approval is granted for revision or caanse. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re-evaluation. 7.. This Acceptance shall not be used as an endorsement of any product sales or.adverusing purposes. 8. Aluminum windows and sliding doors have been tested in accordance with AN. -Lk 101-38 or for wood window unit by A`1SUNW V DA I.S. 2-87 and sliding doors ANSUNWNVDA I.S. 3-S and swing doors ANSIlNWWDA I.S. 8-88, L� 9. Swinging doors shall be tested for positive and negative wind pressures as per Chanter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a mzlimum of 6" from each comer and muffioa or stile. Minimum penetration of fastener shall be as tested or 3l4" whichever is higher. bio wood or plastic shields or pins shall be used. _ Unless otherwise noted in the test report, minimum size of screws shall be No. S for first and second floor installations and Pio. 10 for all other floors above the first and second floors. f ' U Diamond, P.E--' _ roduct Control Divisioa `✓' - Supervisor s Revised 5-20-92 — �,y � Ay .1 11Roa, Okyooa Nobel 1. f I. JI. g11Yq1.;. L 1 11 'f ,.. .. '_J Ir `-J 1� ^ e�� 11� �'} �lr .1.1.E :.14o m �" FnnYHn I2 �, 91311 0 no " iwy; £L<.Jr. • 3 1 Wind I borne Debris Region Sect10R 606.1.5 take Oiao{e •.1• • �'�ntT>pf1 ) R1 OtCO3St(ATC 5� �rr Pont �., . � 9 9 Nadn ... : SS. Basic Wind Spud " °'� ° Section 1606.i9r. .61 1 a99 :at �)values are r�nzn�mss►►;3-secand;gust,wind speeds11 :�„ x,,,d,, }at 33 feet(10 m)at�ov: ground I. K 2);This mW is accmte to the county.Local governments ee+r� s ! estabish spea6c wq�d spel'd%wind-borne debris Gres i g PhY �lar>dmartcs such as ma' roads rivers,and stlorelines l�+ cels,, 1 _ . 3)Islands a��n.,,dy,yooastal meas atAs+dQ the last conntau shat- �' �. . the kal �" , w>nd speed contcwr a(the coastal area 4)Mountainous terrain,gorges,ocean and shay be examined for unusual ,. 9, r. �� 5}�W�ind11 . ysP�eeds ora American Sacc�ety Civ1 F.ngirieersIr 9 91 :. V�OI M1JL7fU +' 9. wr {ASC. 7-98)50-100�year peak usts ; g Y a" y\e '£ R S1, FIGl1RE T606 � *"� ATE OF FLORIDA WIND-BORNE DEBRIS REGION'&BASIC WINO SPEED x ... . , ... I r �.§1606.1.4 Protection of openings. In windborne debris regions, exterior glazing that receives positive pressure in the lower 60 feet (18.3 m) in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 referenced therein as follows: 1. Glazed openings located within 30 feet (9.1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9.1 m) above grade shall meet the provisions of the Small Missile Test. EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one'- and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.2B. Attachment in accordance with Table 1606. 1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not exceed 130 mph (58 m/s) . 3 1 it e s vwT S I n$ pe r n NyIWn Cady 6 ' moi, �AMyr, ,�Wt+�wa 1p Swrrr� 3 Cir � �r of Tirlot x k 1 n: yy _�' � E ne k Wind-borne DebtH8 Region x M Seddon 1606 f 5, F s • •••• tt0 mpl,t mde of ooast(A.5CF75�) " obast Ida s 3 i w 3 -!Yr Basi.c;�lliir�d Spend ' " ° :1606.16 � � ' tee• 1)Values are nomnat „ 3:secorxi wind~ H , maes per hour(rnph)at 33 feet(10 m 5 t, ,speeds � w r+r.e above Cr ground Cm,ThM r ... i S r F �� to to the county (.Dent governments wmd speedMind-bom debris'Gees �9 phocal landrr�such as motor canals ', mars,and shorelines. F 'Mn last^*U'`�' e o the coisW ayj w+nd terr2ln, ocean promcxxttalMe and a nDgx*m lm be examR}e(t r a fa r WRb +., •��wr R:an 1.6i�ty ;Standard(rASCF 7-98)50=10o-year peak 1� . OF FLORIa +tea a' r 'Y• , •'FIGURE f606 � �- ` STATE DIw � WIND-BORNE DEBRIS REGIt3N&BASIC WIND SPEED ; 4n >i 51606.1.4 Protection of openings. In windborne debris regions, exterior glazing that receives positive pressure in the lower 60 feet (18.3 m) in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 referenced therein as follows: 1. Glazed openings located within 30 feet (9.1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9.1 m) above grade shall meet the provisions of the Small Missile Test. EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one'= and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.2B. Attachment in accordance with Table 1606. 1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not exceed 130 mph (58 m/s) . x FROM THERM WINDOW PHONE NO. : 407 260 2297 Aig. 15 2002 11:191;N P1 Thermo Window Industries Structural Performance Test Report NCTL 210-2377-1 Model"D.H"Aluminum Double Hung Window (118"glass) Test Date:05/16101 FR91 :xTHERMO 61INLOU PHONE NO. : 407 260 2297 Aug. 15 2002 11:18AM P2 Afe „ NATIONAL CERTIFIED TESTING LABORATDRIES 1464 GEMINI BOULEVARD+ORLANDO,FLORIDA 32837 PHONE(407)240.1356•FAX(407)244-8882 STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-910-2377-2 Test, Date.: 05/16/01 Report Date., 06/19/01 Client: Thermo Window Industries 235117. Martin Ave, Longwood, FL.32750 Test Specimen: Thernao Wiazdou Industries Alodel "D.H."Alumintrrn Double Ilivag Prime 11'iadow (DH-C30). Test Specification. AAALIIN11'11'IJ:t 1.0111,5.2-97, "'Voluntary Specifications for Alurnin.ttnt, Vinyl(PVC), and good Windoivs and Class Doors," T'LST SPECIMEN DESCRIPTION General: The specirrr.en tested was a one over one side load aluminum.double hangprime window measuring 55.112”wide x 91"high.overall. The top sash measured, 53-112"'wide by J4.112"high. Th.e bottom,sash. measured 53-112"wide x JJ-31 J"high.providing a viewing area of J9-1J2"wide by 42"high, Th.e frame arts thermally broken using poured urethane thernial barriers, debridged to 118". Bolh sash were removoble uia a single block and tackle balance with locking tilt shoe located in,each:jamb track. One(1)inetal cram type sweep lock was located at 5"frons Each.end of the top and bottom rails. The beepers were extruded onto the tneel.ing rail, head an-d sill. A rigid parting vinyl was loco•ted at each jamb and the head. A Plastic r:ap was used at the top of the sash stiles. A plastic sec:urit.,y stop was snap-fitted at i" froin.the exterior meeting rail on the top sash stile. The frarrne was of double screw coped corner mn.struction. The wash, inns of single,screw coped corner r,.onstruction.. The frarn.e was fin. moufaed to the test buck using six(i()(#8 x 1-518)flat,head sereu1s. Glazing: J3crtlt,sash were c1i•an,nel., laxerl tr,�i.ng 1I8"thick arnrrealedglnss with o flxittle i}itnyl glazing bead. Weatherseals: A double strip of polypi.le wealli-erstrip(0.I80')high was located at each.sash stile. A single strip of center fin.weatherstrip(0.190"high)was lracr ed at th.e sill.. A,single.strip of center fin iveotlierstrip(0.870"high)was located at the sill and bottoirt, rail. A double strip of center firs.a vatherstrip (0.370"high)upas localed at the top rail, ti single strip of center fire. weatherstrip (0..150"high)was located at the exterinr meeting rail.. .A single strip of bulb vinyl iveratl'terstrip was located at the sill and ulterior rneet•i.ng rail. A.polypile adhesive back dust pad (0.350"high)nreasuri.ng apnroxim.nlely 2'x 7/16"uvas locoted at each evict of the exterior ineeting roil. PROFESSIONALS IN TNF SCIENCE OF TESTING FPOM : THER110 W i NDO i PHONE NO. : 407 250 2297 Aug. 15 2802 11:19AP1 p3 Thermo Window Industries 2 - N,C TL-2.10-2,377-2 Weeps. One(1)weep notch.measctring 2"leg height wars located at each end of the center vertical rill leg. Interior&Exterior Surface,Finish: Brown painted aluminum, Sealant: The frame and sash corners were sealed with a silicone sealant. ,Screen: An insect screen measuring T2.3!4"wide by 5'0"1 gh was of but-type corner construction with nylon corner keys, The screen employed fiberglass mesh(-l)th with a hollow vinyl spline, two (2)pull tabs and two(2)retainer springs. TEST RESULTS NO TL-of T,gst&Mtho Measured Al 0 1 2.2,1.6.1 Operating Force TOP Sash. lip 13 lbf 45 lbf Down 19 lbf 45 lbf .bottom Sash Up 12 lbf 43 lbf Down 17 lbf 45 lbf 2,2.1.6.2 Deglazing-ASTM?E987 Exterior Sush Top Rail(701b)) 0.s% (0.003") <100% Meeting flail(70 lbf) 0.4% (0.002') <100% Le/t Hand Stile(50 lbf) 1.0 % (0.005") <100% Right Hanoi Stile (50 lbf) 1.4 °t. (0,007') <100% Interior Sash Meeting Rail(70 lbf) 0.2 % (0.001') <100% Bottom Rail (70 81) 0.4% (0,002') <100; Left Hand Siilr;(50 lbf) 0.6% (0.003') <100% Right Hu d Stile(50 lbf) 12,0 % ('0.060') <100% 2,1.2 Air Infiltration -ASTM E283 1.57 psf(25 inph) 0,26 cfm/ft; 0.5 efna/ft" Water Resistance -ASTh1 L'547 4.5gph/ft� WTP= 10.5 psf No.Leakage No Leafage 2.1.4.2 Uniform Load Structural .ASTM E330P 1 m.a�Jtt.Set 45.0 psf&terior 0.t�25" 0.803" 45.0 psf Interior 0.0.'33" 0.203" � l FROM T'�-ERMO IBJ I NDOW PHONE NO. : 407 260 2297 '3 25 2E02 11:19aPti P4 Thermo Window I,idaWies 3 • NCTL-210-2377 2 OPTIONAL PERFORMANCE Par, Nrr. Titie of Telt c&Akthod ed 4.3 Water Resistance-ASTAI E547 S.Ogphl ft' WTP=S.0 psf No Leakage No Leafage Tested with and without screen * No glass breakage or permanent damage causing the unit to be inoperable TEST l.'nMPLETED 0511 B/0.1 I74e tested specimen.meets(or exceeds)the performance levels specified in Table 2.1 of AA,'lrfA/ NWWDA 101/I.S.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the Jxrforman M. requirements of the referenced specificaJ.ion paragraphs for the DII-C3v product designcuion. Detailed drawings were available for laboratory records and comparison to the test specimen at the tinge of Ods report. A copy of this report along with representative sections of the test specimen will be retained by NCTI,for a period of four(4)years. The results obtained amply only to the specimen,tested. No conclusions of arki,kind regarding the adequacy or inadequacy of the glass in,the test specimen.may be drawn from this test. This report does not constitute certification of the product which may only be granted by a certification program validator, NA710NAL CERTIFIED TESTING LABORATORIES DAN C'ONYERS ,Laboratory Manager 0 01?l FROM ` THERVC WINDOW PHONE N0. : 407 200 2297 k4 g. 15 2202 11:191;M P1 Thermo Window Industries Structural Performance Test Report NCTL 210-2377-1 Model"D.K"Aluminum Double Flung Window (118"glass) Test Date:05/16/01 PP I :'THERMG WINDOU, PHONE NO. : 407 260 2297 Aug. 15 2002 11:18AM P2 NATIONAL CERTIFIED TESTING; LABORATORIES C 1484 GEMINI BOULEVARD•ORLANDO,FLORIDA 32937 PHONE(407)240.1358•FAX(407)240-8882 STRUCTURAL PERFORMANCE TEST REPORT Report No: NCTL-210-2377.2 Test Date: 0511G/o1 Report Date 06/19/01 Client: Vwrrrto Window Industries 235117" 3511'. Afortin Ave, Longwood, FL 827'50 Test Specimen: T.h.ernto Window Industries,11odel "D.11."Alurnin.uin Doti We Hung Prime t 'indaw (DH-C30). Test Specification: AAALVNiYWD.1 101/I.S.2-97, forAlurninunt,, Vinyl(PVC), and Wood Windocvs and Class Doors," TEST SPECIMEN DESCRIPTION General: The specirn.en.tested was a une over one side load alu-nt.inurn double h.trng pi,iine u�irttfou� rn.ecrstrrirtg 55.1/."u.ide x 91"Ptiglt.at.�erall, '�f'1?e, tofr sash rareastrretl5�?-X/l"tr�icie by 41-112"h.igh. The bottom sash. m.eusurerl 58-1/2"cc>idex J'!?/�"high pror>i.alirag a t;ietring arta of 19-I/2"wide try-I2'"h.i;�It.. The frame a-ass t)rerrn.ndly broFzen. ttsi.rtg prr�trr•ced.r�reth.cxne therana.l barriers, debri.dged to 118", Both sash,were rerriuvoble vita a single bl(x:lt and tackle bAlcaracte with locking tilt shoe located in earb jarid) track. One 11)metal earn type sweep lock Was located ai 5"from.each,end of the top) and bottom rails. The keepers were extruded onto the meeting rail, h.taad anal sill.A rigid parting vinyl was locoled at ea-di jurrib anal the head. A plostu.•cop was used at,th.e tops of the sash stiles, A palostic security stop was snap-fi.tted at -1" froin the exterior meeting rail on the top sash.stile. The frant.e was of dou.bk sc.rew coped,corner cnnstrttction. The sash ra+aS of single screw roped corner(t071structior. The fra.rne was fin. mounted to the test bugle using six(6)W x 1-518)flat head scretvs. Glazing: &0),,sash,were. channel glazed using 1/8"thicla art.nealed glass with a flexible vinyl glazing bead. Weatherseals: A double strip of palypile uTa.therstrip(0.180')high was located at each sash. stile, A single strip of center fi.n.x.cleather:strip (4.190"hi„l„) €vas located at the sill.. A single,strip of Center fist Zveotherstrip(0.370”big=It.)uvs lorrated at the Girl and bottorrt rail. A double strip of center fin,uwatherstripa (0,870"higli)was lorated at that:top rail. A single strip of center fin. wealherslrip (0,450"high)was looted at the exterior meeting rail.. A s n.9k,strip?of bulb vinyl woollierstrip, was located at the sill anV into=rtor ar4je(>1ing rail. A..p?olypile odhesive back wrist pard (0.850"high)inerasitri.aag apapr'oxi.nl.alely "x 7/IG"rvas locoled ai cert i end of the exterior uteeti.ra,,; rail. PROFESSIONALS IN THE SCIENCE OF TESTING Q Fl=OM THERirIU GJ i ddDOW PHONE NO. : 4C7 250 2297 pg. 15 2002 11:19AM P3 Thermo Window Industries 2 - N(',TL-210-2377.2 JVeeps. One(1)weep notch measuring 2"leg height wary located at each end of the center vertical sill leg. Interior&.Exterior Surface Finish, Brown painted aluminum., Sealant. Tfte frame and sash corners were sealed with,a silicone sealant. Screen: An.insect,screen measuring T2-3/4"wide by 5'0"high was of but-type rorner construction with nylon corner keys, The screen employed fibergltus mesh cloth with a hollow vinyl spline, two(2)pull tabs and two(2)retainer springs. TEST RESULTS r No Title of fist Afens: red Allowe 2.2.1.6.1 Operating Force up Sash, 11p 13 lbf 45 lbf Down 19 lbf 45 dbf Bottom Susli up 12 lb/ 45 IN Down 17 lbf 45 ll f 2.2.1.6.2 Deglazing- ASTM E987 Exterior Sush Tap Rail(70 lbf) 0,6% (0.003") <100% Meeting Rail(70 lbD 0.4 % (0.01121) <100% Left Hartel Stile(60 lbf) 1.0 % (11.005') <100% Right Hand Stile(501bf) 1,4 % (0,007') <100% Interior Sash Meeting Rail(70 Of) 0.2 % (0.001') <100% Bottom Rail(70 lbf) 0.4% (0.002') <I00'/o Left Hand Side(50 lbf) 0.6 ire (0.003") <100% Right Hand Stile(50 lbf) 12,0 '1. ('0.060") <100% 2,1.2 Air Infiltralion -ASTM E283 1.57 psi(25 mph) 0.26 rfm/ft= 0.:3 of n./ft' 2.1.3 * Water Resistance -ASTN;E547 45gph/ft' IVTP=10.5 psf No.Leakage No Leakage 2.1.4.2 ** Uniform, Load Structural -ASTY18330 Nrmane t.fit 45.0 psf Fxterior 0.025" 0.203" 45,0 psf Interior 0.033" t1,203" D PROM : THERM4 WINDOW PHONE NO. : 407 260 2297 Hug. 15 2002 P4 Therm.a Window Industries 3 - NCTL-210-2377-2 OPTIONAL PERFORMANCE Par, Na. 7'itieATest lllethod 1i�sAmd .Allomed 4.3 '` Water Resistance-ASTV E547 5.0gph/fte WTP=6.0 psf No Leakage No Leakage Tested with and without screen. ' .No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 05116/0.1 'Me tested specimen meets (or exceeds)tine performance levels specified in 'Table 2.1 of A,01A/ NWWDA 10VI.S.2-97 for air infiltration, The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the D11-05prodact designation. A,tailed drawings were acw,ilahle for laboratory records and comparison to the test specimen at the tine of this report. A copy of this report along with representatioe sections of the test specimen will be retained by NCTL for a period of four(4)years. Vie results obtained apply only to the specimen tested. No conchision•s of arky kind regarding the. adequacy or inadequacy of the g=lass in, the test specimen. may be drawn from this test. This report does not constitute certification of the product which may only he granted by a certification program validator, NA 1110-VAL CERTIFIED 'TESTING LABORATORIES DAN CONYERS .Laboratory Manager V FLORIDA'S N0. 1 THERMAL BARRIER, SECURITY DOUBLE HUNG ALUMINUM REPLACEMENT WINDOW Date Custc Address Statel Job Cost . Phone_ 7`��' — t�✓ a a Transom Double Hung Two Sectional Slider Three Sectional Slider Picture Window Dead Ute with Muntins• Mulled with Two Double Hung ROOM TYPE SIZE U.I. SCREEN GLASS PRICE L pH 3 x so RbEpa 2D 3 3 �" Z 3 4 5 6 7 8 9 10 11 12 13 14 TYPE OF GLASS:Clear Cool Cra.rd _ MUNTINS:Top Bottom Total Sash CAP CASINGS&SILLS: Color CAP SILLS ONLY: Color REMOVE METAL FRAMES: PRESENT WINDOWS:Wood Frame Alum. Casement Steel Casement Mobile Home ADDITIONAL WORK OR DIRECTION: FLORIDA'S NO. 1 THERMAL BARRIER, SECURITY DOUBLE HUNG ALUMINUM REPLACEMENT WINDOW FEATURES TO LOOK FOR IN OUR ALUMINUM REPLACEMENT WINDOWS 1. MAINTENANCE FREE,super thick 6063 T6 extruded 21/2" Aluminum frame with 5/8 Fin -ELECTROSTA- TIC ELECTROPLATE FINISH-Gu- aranteed not to Crack, Peel, Flake or Blister. 2. MASTER FRAME IS THERMALLY EFFICIENT with a poured polyure- thane THERMAL BARRIER in and around the Frame to stop energy loss. 3. EXTRA DEEP INTERLOCK-of the bottom and top sash at the center meeting rail prevents the window from flexing under heavy wind storms. Also with a special double extra thick POLY PROPLENE FIN- SEAL weatherstripping provides a positive Seal to prevent air leakage. 4. CONCEALED FINGER LOCKING SYSTEM, locks both sashes firmly together at Center meeting rail. 5. KEY LOCK(EXTRA)for maximum security.Convenient and easy to op- erate and will discourage prowlers. 6. BURGLAR RESISTANT AUTOMA- TIC UTOMATIC LOCKING DEVICES extra top and bottom security locks to help people who forget to lock windows at center meeting rail. These locks, lock windows automatically when window is closed. 7. SECURITY NIGHT LOCK upper and lower sash night lock allows to open window for ventilation at all times with Security. 8. REMOVEABLE TOP AND BOTTOM SASH both sashes lift out for easy ..:,.;. cleaning from inside of home. 9. COUNTER BALANCING - Block and Tackle system offers easy op- ening and closing of window. 1 10. MARINE VINYL TAPE GLAZING -Complete wraparound vinyl glazing • to seal out air and cushion glass against shock. 11. COMPLETE PILE WEATHER- STRIPPING-on both sides and top and bottom of sash parts to seal out air and noise pollution and to elim- inate metal to metal contact. 12. VINYL INTER TRACK - allows for easy operation and a THERMAL BARRIER between Top and Bottom Your Distributor Sash. 13. UPPER AND LOWER LIFT RAILS -allow for easy operation of Top and Bottom Sash. 14. FIBERGLASS SCREEN offers long lasting, no maintenance, no rust or corrosion. S ;d;• , X477OX4L CERTIFI Q TESTEiIG LABORATORIES e�►tvttE l��'�se8•FA�i{� F ""ovwAwn . BT1tUCTUYt�AL P1BR�R�[ANCE TEST REPORT ` .Amort NW NCM210-2880•r C ?ret Date: 10/08102 Report Date: 10116/02 Aviradan Date: 10109/0$ Client Thanw WEndow Industries 236 W.Martin Ave. Lonevood,n 98760 Teat Specbnvv Thermo Wlrtdow Industrus Madel"1000"Attuninum Double Hung Prime Window Tt a 6moaWvu ANSIIAARIA/NWW1?4101/l AW, %kuttaly 9jpW tWdo"for Alsrnireat%idyl(PW7 and Wood Wendowt and Gla ps Doom A&MX IJS& F"SStaadard gip+ Awf0wasse of Zwtriw flur9tain i+VWk Dom emat.S&Wn" Shtettars InODoc�ad By WWWO 1W Debris "A It Zd86.87 '�darNdapnl Teet Udhod jar Aaftmance Of Be knar Wlnatm%Qat *Waal,Dun,and Store►S udkre Ieapaawd by Mtieitee and BWaed to GW icAMWv POerkenttate. TSBT BPBCl�ktEN"Mai IttP1"l�ON Genu 0-C ?fes'spedrtsem tested was a flc w mounted ase exw one Bide load alurmirur t double hwV prime ud=W avid.a rough qp*W mmeunusat of 5196—Wide z 61 f4"1*h.ousMIL Vw top and►momuid 8116116"wide by 80.1% kith a#pmvidrd a vibe g arm df 4T"wide by 2T W hWL '27W boam sash meatarered 49-16/18" wida s SO-Yr high providkw a uka6tg area tJ47"wrds IV.S I/8-high.270f►w m woe Pa meal , rokeka Usk epowid wvdx a tAeenat iaWW to Wt BotA am&wear roomabie;1n a aide block and snow battanee te" : iiAo healed in eneh}antb tra*Cru(1)WW trans Wn sem►kWh roars beand at r tJMe:dap,mt c/etas boom AOL The earn bok kegpo W"e*idW erste At : a 2U*ep*g laadad,neral sxV koU wear locaisd 0-E ecn:A etrml of the bo# m >nAnl{ tlwoeri sash. Thio elWtini lodkded mint as loelu asere located 0-4 the tolr.r+sil 0-1 wiF +! ' ASI PWtPv&WWI orae located at each Jamb aatd the hes4 A ploetie:eqp was tined at the Boy of 1uhi0sli son.The frame was of double mw coped cornea"t onetrudimL The Mp sash was of . ei+eev rapeai corner oonetnwlim The top roti of the bottoees sada eeias etf stmt's ekrew oepsd e+oas�eoristrtectloes. The be torn rail of the bottom sash am of dofble aereto sap"eonw eeorsaibrrcekiow. _ • . PROS:IN TUE 80M OF MW ,�� lWerma Window Industrtss 2 NCT&SI&8860•1 ReinforeemMb A costume shaped steel reinfomment bar filled the hollow of the tor each boaoin rail. , Gla xbW. Both sash were glosed with.894"Mick laniaioted glass. ne glass was Heade of the following mate'riala irUM interior to eadereor.'(0.,t87°1 thick clean annealed glass-0 0961hich laaeir►ate-O.lp�'thiek Clow onraealed glow . Qlawng Mahad• Both lite was wmMmd with a flexible vinyl glasing 9tshet then channel glastd into the silicone bedded glowingpockat of the roils and stiles WW"ytaiit One(1)so*of p*pik weathoved 0.lar high was located on the isk'ior earl W am kj, one(1)at ofVOW*wa ANveod was located at the a V=& OW(1)suip of bulb a d was,WOW at the base of the interior merilaod*0 kg. One(1)strip of pobP&W00%oved 0.IN*h4h was kcatud an the interior face of the bottom raft bf the bop cosh. Tiuo( a f Po�i►J�ik eveathet�stt!0 I st?"'hili wsro located on each stili of the bo<aorn aosk. Ons(JJ k'ip cif Ra P 'P eaeaihs�ei�0:380"huh axis ideated an tlae;ta p rail of the bottom cath sit the tntp'ltaat;paitioel. One(�f)str�of�'/�po{7�p�*aseadhsrswii�ezxta located as the bottm aI dee both rail al mo bot"sash. one(1)soap of pal,*u wssr hovid Q 180" hill+was locload as she tW of the trip raft of the top eoib. 0"(1)avo ofAbPW wit 0.1110"hie;h iogs loeoted a.the interior hws o j the tap i+sil of tJu tap sash. Tlu�o(Yj of p*pile waotheresad ware loomed on @CA Slits of dee sop sada. ons(1)strip of "fm Pal wladW"iuoi ka ded on fire boetone nail q f the kP sash at the iaferlod poaitton. Ons(1)Crest pk j 1'longi robs located at each end of she bottom emit of flet Pop saoh at dxi interlock position. Wespee Ona(1)weep notch measuring l.11,2"x log height was located I"from each and of the osnter vertical silt lyu Intortor&Fatterlor 8urfaes lrltreleler White pointed atuneintane. 8ealo* The frame and aosh corners weraseaied with a almons owlia%L Bci+ a :�'Aso 6wed ara�ieen measuring U Wwide by BS 41hlgh Has utilised.no screen roils cad ilei toara of Wdruded aluminum. The coMW OW of bU&W$cep-Mr Conewodion Stith rvf ft op.,mer kaa:The swam employed fibetgloss mesh doA wide a hollow e+rW spline,two(g) twit,:tbba:sad euro tM ratasner eprenge: i � 1 Thermo Window lndustrice ! NCTZ-Jtl0.4ami ' T'&8T IP189ULTS f jyQ, lltte of 27ee8 1lnted Agawd 8.8.1,6.1 t7�tratint Face • TO Bash Up is At so tb/. Down 19 lbf s0 fbf. Bottom Sash Up 121bf so lbf. Down 171bf 80 Of. P.S.1.9.2 Desladas-A87M2887 ?bp Bosh TO Abil(70 Jb� 0.8% (0.00811) <100% Mat*Roil(70 161) 0.4% (0.002') Cleo% Left Hand Stile(30 lbf) 1.0% (0.005') <100% Right Hand Stile(50 lbf) 1.4% (0.007") c100l5 Bottom 8=h Mating Rail(70 lbl) 0.2% (0.001-) <100% Bottom Boil(70 lbfl 0.4% (0.003-) <004,0 W Hand Stile(80 lbn 0.6% (0.003-) <1004'i Right Hand Stile(50 Of) 18.0% (0.000-) <100lwe 2.1.8 Air bafckmtion-ASM ES81 1.87 psf(M mph) 0.16 cfm/fti 0.d ofra/f o 2.1.8 " Water Moistance-ABTME647/831 ' B.Ogph/ft' • WTP=d 28psf No LtaJbW No Leakage Uniform Load D ft*on?test ASTME880 AfhA0aM l�ffOct�r "0 py.)xsrior DBeste as Shdod -_ 6�0 p!J.latutor Meat os 8taoed UxifWM Load SMINFat-APMEMamnonm.$d Us &*Wior 0.04" O.Y68' sss py:�r aar�r o or Arad Entry Resistance-AS MY 88 Grade 10 (9esAppendixA for Eest resents) MeetsA*9tgted " Tossed with and without insect sereen "Permareat iret recorded of Heid-Main of the to easy bottom rad Jill Thermo Window Industries 4 NCTL-810.8860-1 MMM IMPACT TEST Impact tests were conducted in accordance with ASTM E1996.99 rMe and sueighhtt VL m elle: 02 Southern Yellow Pine 2x4,Length 97'Long Weighing 9 tbs. hnoact Location lusul Specimen A Impact Number 1 Bottom Sash Center of Lite No Penetration Specimen B Impact Number 1 Bottom Sash Bottom Left No Perutration Corner of Lite Specimen C Impact Number l .Bottom Bosh?bp Right No Penetration Corner of Lite xm _xw Cycle tests were conducted in accordance with ASM E1886.97 Specimen A Design Load=4 60psf. -60,0 psf, Range of Teat Actual Load Cycles Comp. Positive Load* 0.2%Tb 0.5x4 10.O pef 7b 26,O psf 8600 0.0% To 0.6% 00,0psf 7b 80.0 pef 800 0.6x4 To 0.8% 25.Opsf 7b 40,6pef 600 0.3%7b 1.0% M.0 pot To$0.0 pef 100 Range of Test Actual Load Cycles Comp. Negative Loads 0.OVO To 1.094 13.0 pef To 50.0 ps f 60 0.5x4 To 0.8x4 25,0 pat 2b 40.0 psf 1050 0.0%To 0.6% 00.0 psf To 30.0 psf 50 0 2%To 0,6% 10.0 of 26 85.0 pef 3850 U� 1;ON Z82[i0cZL0C D9=Et E001/LT/TQ Vwrmo Window Industries S NCTL-810-2850.1 Specimen.B .11esian Load=+60,0 paf. -60.0 paf. Range of Test Actual Load Cycles Comp. Positive Loade O.SVO To 0.5% 10.0 psf Tb 86.0 in/ 3500 0.0% To 0.fah 00,0 p8f Tb 80.0 pat Soo 04% To 0.8% 86.0 pef 7b 40.0 pat Boo 0.2%To 1.0% 15,0 pat 7b 60.0 psf 100 Range of Test Actual Load Cycles Comp. Negative Loads 0.49%Tb 1.0% 15.0 pot 7b 60.0 pot 60 0.5% 7b 0.8% 25.0 pef To 40.0 psf 1050 0.0%Ib 0.6% 0010psf 7b 30.0psf 50 0.89'e To 0.5% 10.0 psf To S6.0 ps f 8350 9pecimm C Dnien Lmxd-+50.0 psf. -50-OPO Range of Test Actual Load Cycles Comp, .Positive Loade 0.2% To 0.Sit 10.0 psf 7b 25.0 pef 3600 0.004 Tb 0.$% 00.0pef Tb 80.Opsf 300 0.5% To 0.8% 26.Ops1Tb 40.Opsf 600 0.8%TO 1.0% 15.0p#/!Ib 50.0 paf 100 Range of Test Actual Load Cycles Comp. . Nesative Loads 0.3%Tb 1.0% 13.0 psf To 50.0 psf 50 0.6% To 0.8h 25.0 pal Tb 40.0 psf 1060 0.0% To 0.691 0 0.0 paf To 90.0 psf 50 0,2%TO 0.5% 1a o paf To 85.0 paf 3250 Th4rmo Window hi&stries 6 NCTL-810-886'0.1 T1s9T COMPLETED 10/09102 The tested specirntn mases(or avoseds)04 performance levels epeci,W in 3hble S.1 of ANSI/HAMA/NWWDIA 14111.8.8.99 for air infiltratim The listed results were secured by tieing the des4p aced test nethods and indicate comphoam with the performance requirements of Ow referenad speekkation pw qrgphs for the DH-R55 product deerguatmn. Detailed drawings were available for laboratory records and comparison to the test speeinten at the time of this report. A copy of this report clung with rvr owntatim sections of the test specimen,will be retained by NCTL for a period of four(4)years. IYie results obtained apply only to the spscim m tooted No conclusions of any hind regarding the adequacy or ouxWuavy of the glass in,the test specimen maty be draust from this test. Zhis rgmn dm not oortstitute certification of the product,whish mav only be granted by a aertomtion progrmn validator. NATIONAL CERTIFIED TESTING LABORATORIES Laboratory Manager Thermo Window.[rid. fries 7 NCTL-210.4860.1 APPXJYDIXA Forced Entry Resistanoe 71rst Results Teat Methodt ASTM F688-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblits,Excluding Gla6ins Impact". TEST RESULTS ro A 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.81.1-Tw Al LI-150&I I Minute No Entry No Entry 10.8.1.2-71;st A8 L1=1501bf I Minute No Entry No Entre LZ-75 lbf interior 10.9.1.8 77W AS LI=250 lbf I Minute No Entry No Entry L2=79 1b exterior 10.2.1.4.oat Aa L1=1501bf 1 Minute No Entry No Entry L8-75 1b interior 10.11,54WW A6 L1=1601bf 1 Minute No Entry No Entry L2= 75 lbf exterior 10.9.1.6-TestAS L1=1501bf I Minute No Entry No Entry L8=75 lbf interior L9=25 Of interior 10.21.7-Tent A7 L1-160 lbf .1 Minute No Entry No Entry LZ-75 IV interior L3=$5 lbf interior 14,8.1.8 Zoek Manipulotion 6 Minutes No Entry No Entry I 11 s J NATIONAL CERTIFIED TESTING LABORATORIES a 14$4 GEMINI BOULEVARD•ORLANDO,FLORIDA 32837 PHONE(407)240-1356•FAX(407)240-8882 STRUCTURAL PERFORMANCE TEST REPORT Report No; NC'TL•210.2877•1 Test Date. 05116/01 Report Date. 06/19101 Client: Thermo Window Industries 235 W.R2artin Ave. ,Longwood, ,FL 82760 Test Specimen: Thermo Window Industries Model "D.H.'"Aftiminum Double Uung Prime Window (DH-C40). Test Specification: AAMA/N131W0.4 1011L,11.2-47, "Voluntary Specifications for Alufniaur% Vinyl(PVC), and Wood Windows and Glass Doors." TEST SPECIMEN.DESCRIPTION General: .The specime►t tested was a one over one side load alurnintrm. double hut.ng prince windou, m.easuritrg 55-112"uide x,91"high.overall. Th•e top sash measured 5.3-1/2"wide by 44-112"high. The bottom sash measured 58-112"wide x d4-814"high providing a viculing area of 49.112"widt by 42"high. The frame was thermally broken using poured urethane thermal barriers, debridged.to 1.18". Both sash were rem.ot able via.a single.. blor..k and tackle. balance with looking tilt shoe located in each jamb track. One(1)metal cam type sweep lock was located at a"from.each end of the top and bottom rails. The:keepers were extraded onto the meeting roil, head and sill. A rigid parting vinyl tvos located at each.jamb vital die head A plastic cap was used.at the top of the sash stiles. A plastic secterity stop was snap-fitted at 4" from the exterior meeting rail on the top sash stile, The frame was of double scre , coped corner construction.. The sash wrxs of single scree}cvl6ed oorner construction, The frarn.e was fin mountad to the test buck using six(6)(#8 x 1-5/8)flat head screws. Glazing: Both sash were chormtl glazed using 1/.1"thick annealed glass with.a flexible vinyl glazing bead. Weatherseals. A double strip of potypile weatherstrip (0.180')haghr.upas Located at each saM slik. A single strip of center fin weatherstrip(U,190"high)was located at the sill.A single strip of center fin.uleatherstrip (0,370"high)was bated at the sill and bottom.raik A double strip of center fin.u�eothlerstrip(0.870"high)was located at the toll rail. A single strip of cenfmr fin weatherstrip(0.X150"high)u+as located at the exterior meeting rail. A sirtgle strip of b alb vinyl rtreatherstril}rens located at the sill and interior meeting roil, A polypi.le oxiliesive beth, dirst.parl % (0.30'h igh)measuring approximately 2"x 7116"was located(it each end of the Werior 1/ nteetrng rail. PROFESSIONALS IN THE SCIENCE OF TESUNG �) 8d W1d22:1T 2002 ST 6nk1 -eZZ 092 ah : -ON 3NOFid MOANIM 014�RRL : WOdJ Thermo Window Industries 2 - NCTL-210-23774 Weeps: One(1)weep notch measuring 2"leg height was totaled at each end of the center vertical sill leg. Interior&Exterior Surface Finish: Brown painted aluminum. Sealant: The frame and sash corners were sealed witty.a silicone sealant. Screen: An inseet screen measurirng 47-814"wide by 5'0"high was of but-type corner construction with nylon coroner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two(2)pull tabs and two(2)retainer springs. TEST RESULTS Par. No. TULC gL Test&Method. U, l� 2.2.1.6.1 Operating Force Top Sash Up 13 lbf 45 1b Down 19 lbf 45 lbf Bottom Sash Up 12 lbf 45 1b Down 17 lb f 45 1b 2,2.1.6.2 Deglaxing.ASM E987 . Exterior Sash Top Rail(70 lbf) 0.6% (0.003") <100% Meeting Rail(71)lbD 0.4% (0.002") <100% Left Hand Stile (50 lbf) 1.0 % (0.005") <100% Right Hand Stile(50 lbf) 1.4% (0.007") <100% Interior Sash Meeting Rail(70 lbf) 0.2% (0.001') <100% Bottom Raaf(70 lbf) 0.4% (0.002') <100% Left Hand Stile(50 lbj) 0.6% (0.003") <100% Right Hand Stile(50 lbf) 12.0% (0.060') <1000/0 2.1.2 Air Infiltration-ASTM B283 1.57 psf(25 mph) 0.2E cjrn/jt' 0,3 cfMIft' 2.1.3 * Wetter Resistance-ASTM E547 4.5 gphlfte WTP=10.5 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load StructUral-ASTM E380 Per»c .eld'set 75.0 psf Exterior 0.059" "0.222" 75.0 psf Interior 0.057" 0.222" 2.1.8 F'orcied Fatry Resistance-ASTM F'588 Grade 10 (See Appendix A for test results) Meets As Stated. fop 6d Wd21?__:TT Z00z St '6nd L6Zz 09z Lob : 'ON 3NOHd mo(Pt Iil OWd9Hi ;Xbd f Thermo Window Industries 3 - NCTL-210-2277.1 OPTIONAL PERFORM4NCE ar. Tine of-Test&Mpthod MPg� d_ AWz 4.8 Water Resistance .ASTM E547 5.0gphlfts WTP=6.0 psf No Leakage 1Vo Leakage " Tested with and without screen R'o glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 05116/01 The tested specimen meets(or exceeds)the performance levels specified in Table 2.1 of HAMA/ NWWDA 101II.S.2-97 for air infiltration, The listed result's were secured by usir4q the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the DH-C85 product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A cony of thio report along with representative sections of the test specimen will be retained by N(,Tl,for a period of four(4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the lest specimen may be drawn from this test. This report does not constitute certification of the product which may only be granted by ra certification program validator. NATIONAL CERTIFIED TESTING LABORATORIES DAN CONYERS Laboratory Manager 0Ld wV2:TT z00z ST '6nd Z6ZZ 09Z L0b ON 3NOHd MOa,'IP1 OW�P-H1 AC?d-A 4 F Thermo Window Industries 4 - NCTL-210.2377-1 - APPENDIX A Forced Entry,Resistance Fest Results Test Method:ASTM F58S4,7, "Standard Test Method for Measuring the Forced Entry Resistance of Wimlow Assemblies, Excluding Glazing Impact". TEST RESULTS Pc�eranh No. ads Duro ki easlcr A�1�d 10.1-Lock Manipulation $Minutes No Entry No Entry 10.21,1-Test AI L1=150 lbf 1 Minute No Entry No Entry 10.2-I,2-Test A2 L1=150 lbf I,Minute No Entry No Entry L2-- 75 lbf interior 10,2.1,3-7est A8 L1=150 lbf I Minute No Entry No Entre L2= 75 lbf exterior 10.2.1.4-Test A4 L1=150lbf 1 Minute No Entry No Entry L2$ 75 Ibf interior 10.2,1.5-Test A5 L1=150 IV I Minute No Entry No Entry L2= 75 lbf exterior 10,2.1.7-Test A7 LI=150lbf I Mintcte No Entry No Entry L2= 75 lbf interior LS=25 lbf interior 10,2.1.8 Lock Manipulation 5 Minutes No Entry No Entry �L V ITd WHSj::IT Z00Z SZ °int+ L6ZZ. 09Z Lob 'ON dNOHd moaNIM OW�BHI wc�lj lJr7'.-14-i:v,x 'ur. v?luO ru onlL VCA, !CQIIJIV LnDO rlin ws firfulLtIvy FASTENER LOCAPONS 43' L VTJ 71' 23, + .-LA- ------ 63p, QAWM*iamb loobco, TheWs was t"W mountoo to ihe IIW buck WrV ton V 0)(0l 0 X,2-114') SMW4 lOcQtW as shoym Thermo Wndow NCTL-210-2664-1, 2 05/03/01