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Permit 1977 Beach Ave CITY OF ATLANTIC BEACH zf 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000408 Date 3/31/09 Property Address . . . . . . 1977 BEACH AVE IR01 Application type description ELECTRIC ONLY Property Zoning . . . . . . . Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc meter for sewer 100 amp 120/240 loc by 1973 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FRANKLIN ELECTRIC SERVICE 13810 SUTTON PARK DRIVE N SUITE 627 JACKSONVILLE FL 32224 (904) 629-4925 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ELECT METER FOR SEWER PUMP Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 3/25/09 Valuation . . . . 0 Expiration Date . . 9/21/09 -------------------------------------------------------------------------- -- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 tj PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH f' 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000408 Date 3/25/09 Property Address . . . . . . 1975 BEACH AVE Application type description ELECTRIC ONLY /A Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 cS\ Application desc is -------meter for sewer 100 amp 120/240 loc by 1973 i ----------------------------------------1- ---- - ------ Owner Contractor S� ------------------------ -------------`? ---- -- BEACH AVE CONDO ASSOC FRANKLIN ELECTR* SERVIC 1975 BEACH AVENUE 13810 SUTTON PARK DRIVE N ATLANTIC BEACH FL 32233 SUITE 627 JACKSONVILLE FL 32224 ------------------------------------------- (904) 629-4925 Permit . . . . . . ELECTRICAL PERMIT d Additional desc . . C Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/21/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. S a << 4 J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000405 Date 3/25/09 Property Address . . . . . . 1977 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc sewer tap ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WALKER ATLANTIC COAST PLUMBING CORP. DBA:ATLANTIC COAST PLUMB. &TILE ATLANTIC BEACH FL 32233 Q/A: PARRISH, NICHOLAS JACKSONVILLE FL 32224 (904) 249-5381 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/21/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH J' i 11 PLUMBING PERMIT APPLICATION �e _ _Date: Property Address: f 7 r �✓ '4�' __y__ ___.__.. .. i Owner: �,�� ,�_�.K�2-- Telephone #: 2"1(?' Contractor: ' ` _ � �� 1 Telephone Contractor Address: 3 �-?� (lam X4�1 065 Fax #:: .5 956'-5 In oonsidemtion of permit given for doing the work as describeu in the above statement,we hereby agree to penarm laid work in accordance with the attached plans and specifications which are a ran hereof and in accordance with the Cit.oi'Atluntic Beach ; ordinance and swndards of good practice listed therein. Installation of plumbing and fixtures must be in uc4=danec with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe _.. ..---- Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains _ Washing Machine Lavatory Water Sewer Water Heaters Other Feer Permit Issuing Fee: $35.00 Total Fixtures: X 57.00 + S35.0000 I 800 Seminole Road . Atlantic Beach, Florida 32233.5445 Phone: (904) 2475800 - Fax: (904) 247-5845 . http:liwww.ci.atiantic-beach,fl.us Pr u CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j y ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029937 Date 3/30/05 Property Address . . . . . . 1977 BEACH AVE Tenant nbr, name . . . . . . REPL WINDOW & FRENCH DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4041 Owner Contractor ---- - ------ ------------- -------- ---------------- WALKER, GARNET AMERICAN WINDOW PRODUCTS 1977 BEACH AVE. 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ----- --- ----- - -- ------------------ --------------- ---------- - ---------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee 27 . 50 Issue Date . . . . Valuation . . . . 4041 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ell BUILDING OFFICIAL c�. CITY OF ATLANTIC BEACH r � BUILDING / ZONING DEPARTMENT D Hi i 1 r) 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 g (904)247-5845 Fax ;- r �,` )- t www.coab.us t t i MAR 2 2 2005 PLAN REVIEW COMMENTS i E �V - Permit Application # 05- 29!2 52 j Property Address: :7 C�+k- r(�, Applicant: A-t'7te1hC-A-1,J6--)t ka-D�O OCES Project: � -- G,—)t000 Lx--5S_4--- NM This permit application has been: Approved 0 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. _ Reviewed By: Date: Date Contractor Notified: Doc # 2005094849, OR BK 12363 Page 1956, 1 of 1 Filed & Recorded 03/22/2005 at 02:23 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Permit No. State of FlV11A] County of The'undersigned hereby gives notice that improvements will be made to.certain real property,and in accordance with section 713.13 of the Florida Statutes,the following-information is provided in this NOTICE OF COMMENCEMENT. LAW description of prop (include Street Add ,If available) `q &am AIXcbnC6 -W 9 —t 22 General d ription of Impr9vements Owner Address 217773, Owner's Interest in site of the Improvement Fee Simple Title holder(if other than owner) Name Address P Contractor AmzRg-,jjm awe" Address PRODUCTS.INC. Surety 2633 POWW-AVE. Address Amount of bond$ • Any person making a loan for the construction of the improvements: Name Address Person within the State of Florida designated'byowner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7,Florida Statutes, Name Address In addition to himself,owner designates Of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes, Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of .recording unless a diffe nt date is specified) _ neAo 6cLeAe� SiPZ=of Owner Printed Name of Owner ri Notary Rubber,Stamp Seal 1 I have relied upon-the Poilowin&Wentifleation of the Affiant BEM FELDER Sworn to'and sub dbefo me this dliy of � * * MY COMMISSION I DD 239510 � EXPIRES:December 7,2007 XPCI .t orr '7FIV No I i CITY OF ATLANTIC BEACH JAS � WINY?OWS, }GGARAGE DOORS,HURRICANE SHUTTERS n �. C i Date: '2-1 � r Ar V Job Address: Ci Owner: L Address: one: J Legal Description: Block Number: Cq' Lot Number: '2*5 Zoning District: Contractor: AMERICAN WINDOW State License Number: z�re-bC.12 a C-L' .RMUCTS,114U. Phone: ?fit - 2- Address: 2!�POWERS AVX _ City: JACKSONVILLE,FL 322Q7 State: Zip: Fax: -''3 1 _ S' Z-L� Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: (�'�(� ' Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Required Building Data: Mean Roof Height (ft) Building Width �� (ft) Building Length '' (ft) Roof Slope Window Height (ft) Window Width (ft) Window Elevation from Grade 3 1 (ft) e f Measurement from corner of building to window (ft) Number of windows being installed Mean Roof Height � I � 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/27/03 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load (psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all information provided wit .this application is correct. Signature of Owner: ' f 5.?.tA� 4 � � ,�/� Date: l�* <—) t, I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,.ordinances,or laws in any manner,including the governing of construction or the perfbrmance of construction of the property, I understand that the issuance of this permit is contingent upon the above information being true and orrect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: � / � Date: 21Ic�D Address and contact information of person to receive all correspondence regarding this application(please print), Name: Mailing Address: Telephone.- Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this � � � day of �, �. 20 State of Florida,County of Duval i a�tY P.0" Y. Notary's FELDER Signature: * * MY COMMISSION ON#D0 239510 ,_,f N,9T oP EXPIRES:December 7,2049 (/ Personally known FovFLo� Bonded rhru Budget Notarysorviol ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this �- _ day of VE , 20�. State of Florida,County of Duval Notary's Signature: . �OAp0.Y PSB cBE7lY FEEDER * * MY COMMISSION#DD 239510 Personally known s Q EXPIRES:December 7,2007 ❑ Produced identification �rFOF fLOY'\O Bonded rhru Budget Notary Services - Type of identification produced 800 Seminole RoadAtlantic Beach,Florida 32233-5445 Page 2 Phone: (904)247-5800 Fax: (904)247-5845 http://Www.ei.atlantic-beach.fl.us Revised 1/27/03 F It t- APPROVED CITY Or ATLANTIC BEACH BUILDING OFFICE MAR 2 3 2005 wfi Florida Building Code Online Page 1 of 2 irr PRODUCT APPRO"L Ptodacf Type Detail ® �$ r 'ir ', r 'Ir '11 ■ Overview Product Search Organization Product Search A lication ■ .. MMVMMW ¢ ■ User: Public User -Not Associated with Organization- ■ Need Help? Application#: FL749 Date Submitted: 10/29/2003 Product Manufacturer: Gorell Enterprises Inc. Address/Phone/email: 1380 Wayne Ave. Indiana, PA 15701 (724)465-1839 Category: Windows Subcategory: Fixed Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: 1707.4.2.1 AAMA/NWWDA 1997 101 I.S.2 Certification Agency: Keystone Certifications,Inc. Quality Assurance Entity: Validation Entity: Authorized Signature: Richard Gibson rgibson@gorell.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: -- Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 10/29/2003 Date Approved: 11/19/2003 http://www.floridabuilding.org/pr/pr_detl.asp?IPT=749&RV=0&fm=ROSrch 3/22/2005 Florida Building Code Online Page 2 of 2 Page:-, Go Page 1 11 pp/Seq Product Model#or Model Limits of Use # Name Description G5151,5161,5171,5191 749.1 G5151 Fixed lite C35@60x60 G5301 replacement C35@60x60 R50@48x48 GSVPW R45 48x48 G5151,5161,5171,5191 749.2 G5161 Fixed lite C35@60x60 G5301 replacement C35@60x60 R50@48x48 GSVPW R45 48x48 G5151,5161,5171,5191 749.3 G5171 Fixed lite C35@60x60 G5301 replacement C35@60x60 R50@48x48 GSVPW R45 48x48 G5151,5161,5171,5191 749.4 G5191 Fixed lite C35@60x60 G5301 replacement C35@60x60 R50@48x48 GSVPW R45 48x48 G5151,5161,5171,5191 749.5 G5301 Fixed lite C35@60x60 G5301 replacement C35@60x60 R50@48x48 GSVPW R45 48x48 G5151,5161,5171,5191 749.6 GSVPW Fixed lite new C35@60x60 G5301 construction C35@60x60 R50@48x48 GSVPW R45 48x48 Next t�rraarr� Copyright and Disclaimer...;©2000 The State of Florida.All rights reserved. o M l.BpFY h V http://www.floridabuilding.org/pr/pr_detl.asp?IPT=749&RV=O&fm=ROSrch 3/22/2005 09/03/2003 21:34 7244651894 GORELL ENTERPRISE PAGE 01 Amerkon Tess Lab of Sowh Flo kto 6795 NW 17 Avenue F1 tsudardele FI 33309 Phone C93A3 973-x808 Fax(95U)973-0823 Wab-wwwAdW.com E-Well-1n(bQm ef.c*, 0£6 ATL Report#0910.02-02 DC Note#ATL 02057 Date: 9/30/02 AIT,Certification#01-0516.16 ):est Dates: 9/x0, 9/;11/02 Ie Requested By: Gorell Enterprises,Inc., 1380 Wayne Ave., Indiana, PES 15701 Phone(724)465-1839 Fax(724)465-1894 Tests Conducts DCBCCO PA 201-94,PA 202-94,PA 203-94, (with no deviations) Quaffying: ASTM E 283,E 330,E 331,E 1996-02 and SBCCI SSTD 12. 911- Design Pmagi; +MQ psf,-50.0 psf (1)DESCRIPI70N OF UNU: Model Designst ` n: Model 5301 Vinyl Picture Window,as per drawing#s P5301D, $/ � C00098, dated 3/25/94, 000099,dated 5/1/94, drawing ?53Q1 D, 19 and component drawings from Gorell Enterprises, Inc.. Overall Size: 48"wide x 48"high x 3.446"deep. CoAmnstiew. Fixed Window (2)MATERIAL CHARACTERISTICS: Frame M$terid: PVC ED—we Constniction: Jambs, head and sill consisted of hollow section(drawing# 10004A) (3.944(7"x 2.304"x 0.065"typical wall thickness)and a channel cover section(drawing A 12005A)(1.660"x 0.4,11"x 0.050"typical wall thickness). Jambs were welded to head and sill at each viiier cut corner. Glazing: Note: Larniinat ar's Bug(Permanent Identification)verified prior to testing. 0§409 Material: 0.717"OA glass. 1/8"ann clear glass/0.218"Airspace with a spacer coil(2.5 nuns) around the perijneter of the glass, sealed to the glass and to frame with hot melt butyl sealant/ 1/8"ann clear glass/0.090"Dupont rigid interlayer/ 1/8"ann clear glass, laminated by Guardian. 09/03/2003 21:34 7244651894 GORELL ENTERPRISE PAGE= 02 &n SF#0910.02-02 Page 2 of 6 Odadnff Meth Exterior glazed with PVC glazing tape against interior pei imeter of glass. Bite o glass 0.500". A PVC snap in Glazing bead on exterior perimeter of glass(drawing# 12011A)(0.844"x 0.225"x 0.065"typical wall thickness). 121Wiaht ftn- ng: 43-1/4"wide x 43-1/4"high WexAhninff None None Wecphotes: Wgulgvm (2)cutouts on each sill front side corner: (1)0.37'i' wide x 0.x02"high, located at 2-1/8"from jamb and at 0.98T'£torr►sail,to center of cutout and(1)0.500"wide x 0.125" high,located at 2.080"from jamb and at 0.406"from sill,to center of cutout. (2) 0.500"x 0.2501*: (1)cam on each sill top side corner,located at 2.212"from jamb and at 0.875"from back side of sill, to'center of cutout. N(me lteiufomv=ftit: None ftgLant: Dove Corning 1199 sidicaue sealant used between PVC frame and'«cad test buck �zap and heel beads. AtA�pa�iii � O /rLL� f Spedmens,A,B,C were installed in wood test bucks,and tested per the Impact a efnants of DCBCCO Protocols PA 201 /203 -94. Specimen D vias installed in a wood test buck;and tested per the Air Infiltration, at s' a trod Static Air regia..irements ofDCBCCO Protocol PA 202-94. (3)INSTALLATION: Strews#Rd A11OW of AU"hmeni• #8 x 2"pan band phillips wood screws Sill: 3 (1)at 7-1/T1 from each jamb,(1)on centcr. Header: 3 (1)at 7-i/2"from each jamb,(1)on center. Jambs: 6 (1)at 9-1/2"from sill, 17-1/4", 15-1/2". (3)screws per jamb 2 09/13/2003 21:34 7244651894 GORELL ENTERPRISE PAGE 03 Page 3 of b AIR Air WItration Tests were conducted in ac wrdaim--with DCBCCQ PA 202-94 Qualifyigg ASTM E 283 Air at 1.57 psf Measured Allowable Specimen D 0.00 CFM)FT 0.3 CFNM STATIC AIR PRESSj=,Inn Static Tests wac oonducted in accordance with DCBCCC PA 202-94 Qualifying ASTM E 330 A 0� Design Loads +50.0 psf, -5%0 PIL specimen.D Positive loads time(sec.) psf load max. deft at"A" 1/2 Test 30 37,5 Design, 30 50.0 0.008" Negative load:, 1/2 Test 30 37.5 Design 30 50.0 -0.003" Results:Passed ". ,HAM.IlOUTRATION TEST Water lnnfiiltndou Test was oonducted in accordance with DCBE CQ PA,202 -94 Qualifying ASTM E 331 Specimen D WatexcQ 7.5 psf load for 15 minutes Result: Passed No water penetration over sill 3 09/63/2003 21:34 7244651894 GORELL ENTERPRISE PAGE 04 �,,T' •S1�#0910.02-02 STATIC AM ZUS=-TESTS Page 4 of 6 Static Tests were conducted in aacordanae with DCBCCO PA 202-94 Qualifying ASTME 330 Design Load9 +50.0 psf, -50.0 psf. Specimen D Postbus„toads ti=(m.) of WM !"N' Test 30 75.0 0.002" Test 30 75.0 -0.001” Il1IPACT 1'1�ST-LARGE 11S.SYLEf Impact tests were conducted W accordance with DCBCCO P'A 201 -94 ! � Qualifying ASTM E 1996-02&W SBCCI SSTD 12-99. ` \ SP§&=A Specimen \ 1� a � � SPEED FT/SEC. SPEED FT/SEC. SPEED FT/SEC. 1). 50.2 2)_ 50.2 1). 50.2 2). 50.2 1). 50.2 2):'.50.2 Tvpe ad-nzi&of missile: #2 Southern Yellow Pine 2x4,L=gth approx. 89-5/16"&9 lb. Dom'alim of RWimens after impact test_ A. The first impact was made in the center Sued lite. The second impact was made in the lovm right corner of fired lute. Novae of the impacts penetrated the specimen and.there was no separ&6on of glass 60M the glazing system. Result Famed B. The&A impact was made in the center:faxed lite. The second impact was made in the lovrer rq t corner of fined lite None ofthe impacts penetrated the specimen and OM was Sao wparatiosa of glass from the glazing system. Rank Passed 4 09/b3/2003 21:34 7244651694 GORELL ENTERPRISE PAGE 05 A1"i F#9210 Page 5 of 6 C. The first impact was made in the center;ted lite. The secmd impact was made in the lower right corner of fixed lice. None of the impacts penedrated the specimen and there was no separation of glass from the glazing system, Rmalt Passed Cycle tests wem conducted in accordance with DCBCCC PA,203-94 Qualifying ASTM E 19%-02 and SBCCI SSTD 12-99. Design Loads +50.0 psf and-S&0 psf Specimeos At R,C Rage oftest actual load psf #of cycles cyclestmin Positive loads A + .2-.5 10 25 3500 45' 45 45 + ,0- ,6 0 30 300 50 50 Sv 25 40 600 46 46 46 b� + 3 - l.0 15 50 100 25 25 25 Negative Loads V - .3 - 1.0 15 50 50 25 25 25 V • .5-,B • 25 40 1050 58 58 58 0-.6 0 30 so 50 50 50 2-.5 10 25 3350 57 57 57 9000 cycles completed le A,B,C; Specimens showed no resultant failure or duress after cycle test. No failure of-fasteners or separation of glass from the aluminum spacer. ,. 5 •.09/03/2003 21:34 7244651894 GORELL ENTERPRISE PAGE 06 ATE-�4910,.QZ-02 Page 6 of 6 2 will polyethylene film was used on the cycle tests and it is the opinion of the undersigned that they had no influence on the results of these tests. D'bsearvers- William K Mchuer-PE Tony Sivore,3exemy.Sivore-ATLSF The PA 201-94,PA,202-94 and PA 203-94 tests reported have been performed in fall accordar m to the requirements of Dade County,with no deviations. Dade_Cmv lwitness: Not present Jo ,Assistant American Test Lab of South Florida All Teats Ctw6de d and Witnessed by: Eugineer Seal dt Si William R. M mer 6795 N. W. 17 Avenue Tort Lariderdale:,FL 33309 State of Florida, Registered Eooracer P.-E. #7496 Drawing#s P5301D,C00098,COOM,P5301D, and component drawings from Gortn'Enterprises,Inc. as verified and marked with the ATLSF stamp are a part of this report. Dwhwar no ke=pM was Mpawd by Amcol=Test Lab of SouM Flc (AU—SF), fM the raadhsive use of ft above uegoed chalk it dries not ooaaStitute Oftuftow Otbis prodaak rm t+esults ace fm that p u&-War SPXAD as usttd and does not iQl*the 9W ty tjf simljAr or kkudoal pmdwb wombMad fx hghW ectft"$Vociecaums idenfical to the tested p wdwL ATLW n a testb;lab and assumes that 0 infimnatim pvWded by the d nw to socawatc and does not guarantee or warranty any pc t tested OC i d 6 Keystone Certifications, Inc. 2545 Lori Drive, Suite 204,York, PA 17404. Phone (717) 764-6278 Fax (717) 764-3049 Notice of Product Certification Authorization. National Fenestration Rating Council Program Issued to: Certification Number Manufacturer: Gorell Enterprises 1113 Address 1380 Wayne Avenue Product Line Number Address Indiana, PA 15701 GOE-K-006 NFRC Code: GOE/602 Date: July 21, 1999 The following NFRC product line has been Authorized for Certification: Model/Series: 5301 Picture Window Operator Type: Fixed Frame Type: Vinyl Sash Type: Vinyl Expiration Date: June 18, 2003 Ratings Authorized to Certify: Rating Property Authorized NFRC 100 U-factor Yes NFRC 200 Solar Heat Gain Coefficient Yes NFRC 200 Visible Light Yes Conditions and Criteria for Product Certification Authorization: Alanufacturer agrees to thefollowing conditions and criteria per the NFRCPCP. 3.1A Products are marketed consistent to the simulated products. 3.1B Waiver requests shall be submitted to IA prior to marketing new products. 3.1C Only products with labels shall be considered Cerdfred 3.11) Only products authorized for certification shall be labeled. 3.IE Manufacturer shall designate individual responsible for proper labeling. 3.IF Manufacturer shall not use labels that are false,inaccurate or misleading. 3.1 G No labels shall be attached to products that have not been authorized for certification. 3.2A Manufacturer shall maintain a documented in-plant quality control program. 3.213 Quality Control records shall be maintained for 4 years. 3.2C Manufacturer shall have staff to properly inspect and maintain Quality Control records. 3.3A Manufacturer shall have temporary labels approval prior to printing. 3.313&C Manufacturer agrees to the proper use of temporary and permanent labels. 3.5 Manufacturer agrees to obtain permission from NFRC to use NFRC certification mark. Attached are the Certification Authorization Reports printed from the NFRC database. You are authorized to label the options listed in the reports. Please notify Keystone within 10 days of receipt of any errors or omissions. G 'ministrator's Signature: Date: Z�—79 diligence was used in authorizing these products for certification.By accepting this report the licensee agrees to hold harmless and indemnify Keystone Certifications, Inc.from all claims or liabilities which may arise out of or in any manner based on this certification authorization. Certification authorization is based on NFRC program requirements and simulation and test reports from accredited laboratories. 9 An Independent Certification & Inspection Agency ■ Florida Building Code Online Page 1 of 2 ", t r � " 1 a► K �. PRODUCT APPRO"L w iroduct Type Detail 1' '1 F ►' "1 I" "1 ■ Overview Product Search Organization Product Search A lication ,. w.., , ., a...�, ,��" ,mom.fir. �,;� r�. ., ., s ■ ■ User: Public User -Not Associated with Organization- ■ Need Help? Application#: FL253 Date Submitted: 09/24/2003 Product Manufacturer: PGT Industries Address/Phone/email: 1070 Technology Drive Nokomis,FL 34275 (941)480-1600 Technical Representative: Lucas A.Turner Technical Representative Address/Phone/email: 1070 Technology Drive r Nokomis, FL 34275 (941)480-1600 lturner@pgtindustries.com Category: Exterior Doors Subcategory: Swinging Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year 1707.4.2.1 TAS 202 1994 1606.1.4 PA 201,202, 1994 203 Certification Agency: Miami-Dade BCCO-CER Quality Assurance Entity: Validation Entity: . Authorized Signature: Lucas Turner ltumer@pgtindustries.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: http://www.floridabuilding.org/pr/pr_detl.asp?IPT=253&RV=O&fm=ROSrch 3/22/2005 Florida Building Code Online Page 2 of 2 Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 09/24/2003 Date Approved: 10/15/2003 Page: Go Page 1 I 1 pp/Seq Product Model#or Model Limits of Use # Name Descri tion Please see Miami-Dade County Notices of cceptance (NOAs)#02- WinGuard 0625.01 (Non-Impact), FD-101 (Impact with Outswing 02-0701.12 (Impact), 53.1 and#02-0927.13 (Impact Sidelites) Aluminum French with Sidelites)for product Door performance information, anchorage details, and anchor type, size, and spacing information. Please see Miami-Dade County Notices of cceptance (NOAs)#02- WinGuard 0625.01 (Non-Impact), Outswing 02-0701.12 (Impact), 53.2 FD-101 (Impact) and #02-0927.13 (Impact Aluminum French with Sidelites)for product Door performance information, anchorage details, and anchor type, size, and spacing information. Please see Miami-Dade County Notices of cceptance (NOAs)#02- 0625.01 (Non-Impact), Outswing 02-0701.12 (Impact), 53.3 FD-101 (Non-Impact) Aluminum French and#02-0927.13 (Impact Door with Sidelites)for product performance information, anchorage details, and anchor type, size, and ispacing information. Next Ewoux�d cppyright and_Disclaimer.;02000 The State of Florida.All rights reserved. /r ve�a�r. http://www.floridabuilding.org/pr/pr_detl.asp?IPT=253&RV=O&fm=ROSrch 3/22/2005 MIAMI•DADE MIAMI-DADS COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governink the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series"FD-101"Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944,titled"Aluminum French Door", sheets 1 through 5,prepared by manufacturer,dated 9/5/97 with revision E dated 7/31/02,signed and sealed by Robert L. Clark, P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#01-0417.05 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-0625.01 CP Expiration Date: July 22,2007 Approval Date: August 22,2002 Page 1 37 7 2' MAX. WIDTH 71 3/4' MAX. WIDTH 13 1/4 COMPARATIVE ANALYSIS FOR: X CONFIG. / 13 t/4' HINGE HEIGHTS F25 11/16' HINGE 25 11/16' CENTERLINE WIDTHS 80.000 (7) 84.000 (7) 95.500 (8) MAX. DAYLIGHT CENTERLINE MAX. DAYLIGHT TYP. BOTH OPENING FOPENING JAMBS 24.000 (2) NEG -102.6 -96.9 -83.6 ® POS 60.0 60.0 60.0 �\ 13 1/4- 30.000 (3) NEG -85.8 -80.9 -69.4 HINGE LOC. r POS 60.0 60.0 60.0 37.500 (3) NEG 1 -60.0 -60.0 -60.0 POS 1 60.0 60.0 60.0 � r � 84 5/8' MAX. i r \ 5/8" MAX. EIGHTS COMPARATIVE ANALYSIS FOR: XX CONFIG. DAYLIGHTea OPENING yr �� DAYLIGHT OPENING WIDTHS 80.000 (7) 84.000 (7) 95.500 (8) 95 1/2" \� 95 1/2' �� 48.000 (6) NEG -102.6 -96.9 '83.6 MAX. 2 POINT �� MAX. r 2 POINT POS 60.0 60.0 60.0 HEIGHT LOCK HEIGHT LOCK e OPTION r OPTION 60.000 (8) NEG -85.8 -80.9 -69.4 POS 60.0 60.0 60.0 2, X 71.750 (8) NEG -60.0 -60.0 -60.0 r \ x X / POS 60.0 1 60.0 1 60.0 r - - r NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM r 4HINGE \� i 47 3/4- QUANTITY OF ANCHORS PER SIDE CENTERLINE �� rr HINGE r 36" r CENTERLINE 3/16' TEMPERED GLASS 36' ® rr r TYP. BOTH JAMBS 33 73" MAX ��` i 1OMAX. O,C. r L 8 SILICONE r 6' MAX. r 6" MAX. _. - �\ A _ b jF. ® GLAZING 7/16 GLASS BITE g^�..- 6' MAX. HINGE 13 1/4' 6 MAX. O.C. CENTERLINE HINGE CENTERLINE �� t0--i 10" 7YP. BOTH JAMBS BEAD TYP. HEAD h SILL TYP. BOTH JAMBS -_____ ® TYP. BOTH JAMBS 6' MAX. NON-IMPACT DOORS 13" MAX• O.C. TYP. HEAD 8 SILL ANCHORAGE DETAIL SEE NOTE 4 1.) GLAZING: 3/16' TEMPERED GLAZING DETAIL 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: SEE TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. F.K. 7 31 02 E-ADD ANCHOR LOC. APPr"vedar-plykg wilh the B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. F7u6611o7die9 Code R-d By: D.I. Revielona: Dale 4.) ANCHORS: F.K. 0112810' A T TA NDAM HEAD k SILL ev e: Revisions: Mi"DDada Prodon Coat MAX. 6' FROM CORNERS. D.B. 11/17/0 ADD 2P LOCK Dvbiw (XX ONLY) MAX. 6" & 10' ON EACH SIDE OF MEETING RAIL CENTERLINE. /J/y/,///Z, Or-8r Dote:MAX. 13' SPACING. 'K' L./ � D.B. 915197 INDUSTRIES w,cy,roa. MAX. 6" FROM SPR EXTERIOR ELEVATIONS X & XX CORNERS. - MAX, 13' SPACING. (STAGGERED - SEE SHEET 4) !6L 5.) MWdI-DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. Title: 6.) SEALANT TO BE APPUED AROUND FRAME & PANEL CORNERS, DEAD BOLT k LEVER HANDLE. 10NOKON6Na03 275E ALUMINUM FRENCH DOOR 7.) REFERENCE TEST REPORT: FTL-2333 Roben L. Clark. P.E. P.O. BOX 1529 Se se/Nodeh. Sca e: Sheol: D..;N No. Rev: 8.) SEE SHEET 2 FOR SECTION DETAILS. PEE #39i12 rJOKOMIS:FL 3127{ FD-101 NTS 1 ar 5 944 E Structural xE TERIOft s 2 � 2 1& -- 71 3/4" MAX, WIDTH 2 " ACTIVE PANEL INACTIVE PANES ;' 4 Ht 2 fD 7 27 a xT Rt 25 11/16` MAX. DAYLIGHT OPENING TYP, (2) 68.264" OVERALL PANEL WIDTH 33 HORIZONTAL SECTION — XX CONFIG. 93 5j8" X�0R 1 OVERALL 71 2 PANEL 84 5/8" MAX. HEIGHT DAYLIGHT 95 ill" OPENING 10 s 1". HEIGHT 3" 13 12 11 3 25 1 t j16" IAA 28 DAYLIGHT OPENING 37 1/2" MAX. WIDTH 35 HORIZONTAL SECTION — X CONFIG. r y f.K. 7 3FjO2 f-ADD MAX. DtM.S AnPce as iymWY+C witk the S cure pato: Rxwaians: jig Y e T f.K. 1 0 N�,CtiG THIS SH7 wre nos: evkwmr Nynf!)adr PrafurtC D.B. 11/1 7 D ADD 2P LOCK qi 5 1,489 pra.�a. oats: R> st. INDUSTRIE5 D.B. .9/5/97 paseryrfwn: SECTIONS 1670 TECHNOLOGY DRIVE rtk f NOKOMIS,FL 34275 ALUMINUM FRENCH DOOR VERTICAL SECTION Robert L.Ctork, P.E. P0:90X 1524 �eriu/l adrh ScMa: SMN: Wo.nq No. Rw L�`i I1.�t1 JCC..I.11 1I VV st VO.al NOKOMIS.R.34274 rD_101 NTS 2 at 5 944 E 7 i 21 2J 6 27 28 22 27 9 IB 21 ° ° age a 2 POINT LOCK OPTION j ----------------- 2 29 J 5 pp 21 Y� 24 11 4 to 9 12 IJ Approved al—plyi,S wftA the 26 5 F.K. 7/31/02 E—NO CHC THIS SHT t7udd+Baidin�Cade Revad BY: Dote: Revisions: Dale ° 2 14 F.K. 01 8 0 NO CHC THISHT NOAH 4 27 Revad y: Oa e: Reviaiona: Minnl IAule Yrwlaea C Ilat to L� D.B. 11 17 0 ADD 2P LOCK 1n 1 ///�/1 Dro.n By: Dte: oBP I6 25 19 DETAIL -A� // !.� INDUSTRIES D.B. 915197 CCC Deacriplion: O 15 2D le ��Z GLAZING DETAIL & EXPLODED VIEWS raw b 2B 10NO OMS.TL 34275"E ALUMINUM FRENCH DOOR RoDerl L. Clork. P.E. P.O. BOX 1529 Series/Model score: $Mel: Drawing rro. Rev: PE /39712 NOKOMIS. EL 34274 FD-701 NTS 3 .1 5 j944 E Structural MIN. 2. ® ITEM DESCRIPTION PGTj QTY. LOCATION VENDOR VENDOR M WOOD BUCK 1 DOOR PANEL HEADSILL AL. 6063—T5 .062 WALL 60375 2 1 ALUMAX ° AF-10375 1x WOOD BUCK 2 DOOR PANEL JAMB AL. 6063—TS .062 WALL 60 76 2 1 ALUMAX AF-10376 3 DOOR PANEL AST AL. 6063—T5/.062 WALL 60377 2 1 ALUMAX AF-10377 �� ® 4 .250 x .187 FINS EAI STRIP 67924G B 4 2 each door to & bot. roil SCHLEGEL CORP. FS7924-18 1 1/4" 5 WSTP CHANNEL AL. 6063—T51.050 WALL 60379 4 2 ALUMAX AF-10379 MIN. •s.. 6 FRAME JAMB AL. 6063—T5 .050 WALL 60380 2 2 ALUMAX AF-10380 7J-- 1/4- 1 1/2. MIN. 1/4' 7 FRAME HEAD AL. 6063—TS .062 WALL 60411 1 1 ALUMAX AF-12376 1 F MAX �_ f MAX. 8 SILICONE 62899C DOW CORNING 899 _1 —1 9 OUTSW. THRESHOLD AL. 6063—TS .050 WALL 61069 1 1 ALUMAX AF-12375 10 5/111508 THREADED ROD 6TRDDA 4 2 1 door to & bot. rail FASTEC INDUSTRIAL 11 TRUSS CLAMP AL. 6063—T5 .062 WALL 60378M 8 4 2 ea. door to & bot. roil ALUMAX AF-10378 12 5 16x1 16 TRUSS WASHER 7WASHA 8 4 2 ea. door to & bot. rail , FASTEC INDUSTRIAL / 13 5/16x18 TRUSS NUT 7JNUTA 8 4 2 eo. door to & bot. roil FASTEC INDUSTRIAL 3/16 OR 10 WOOD SCREW J 14 FRAM SCR. COVER CAP 41722W 0 5 VINYL TECH. 41722W 1/4" W/ W12 HD� B 15 STRIKE PLATE 7FRSP% 1 1 CAMCORP TAPCONS ® 16 STRIKE PLATE INSERT 41721 1 1 VINYL TECH. 41721 (SEE NOTE 2) TYP. HEAD 17 flOx3Z4 SCR. FLT. HD. PHIL 71034A 2 2 MERCHANTS FASTENER 18 HINGE ASSY. 7FRMOW 6 3 1(3/frame iambs NATIONWIDE IND. TYP. HEAD 19 10x1 FLT. H0. PHIL 710XIW 6 13 6 him e — hinge—door iamb MERCHANTS FASTENER 20 70x1 2 FLT. HD. PHIL. 71OX12PPW 0 (15)1(5/hinge &hin a—frame iamb MERCHANTS FASTENER 21 TOP BOTT. SLIDE BOLT LOCK 41720 2 0 1 O to bot. of I.h. astragal) VINYL TECH. 41720 22 j6x1Z2 FLT. HD. PHIL. 7612FW 4 4 ](2/slide bolt locks FASTEC INDUSTRIAL 23 8x1 1 2 SCR. PN HD. QUAD. 78112A 2 72 6 head & sill FASTEC INDUSTRIAL 24 6 x 5 8 Ph. FI. SMS 7658PFA 28 14 2 hor. bead 5/ver. bead AQUA FASTENERS 25 LOCK SUPPORT ASSY. 4UBLOK 3 2 1 lock VINYL TECH. 4UBLOK ANCHOR FASTENERS ARE STAGGERED IN JAMBS 26 6x3 4 FLT. ND. PHIL. 7634F 6 4 2 lock su ort as FASTEC INDUSTRIAL 27 .200 x .190 OLON 60200K 5 4 1 ostro olstr. iambs & head SCHLEGEL CORP. 020OX190 28 ,375 x .190 LON 6030OW 4 3 1 ostr0 ols & frame iambs SCHLEGEL CORP. 0375.190 X10 WOOD 1 1/2• MIN. 1 1/4- MIN. 29 3 POINT LOCK ASSY. FD3PTAY 1 1 O r.h. astr0 01 VINYL TECH, F03PTAY SCREW 30 LOCK ACTIVE 7LOKAP 1 1 O r.h. astragal) HARLOC 100 31 LOCK DUMMY 7LOKIP 1 0 O I.h. astragal) HARLOC 880 ® " 32 DEAD—BOLT LOCK 78LTIP 1 1 O r.h. ostra al HARLOC 820 MIN. 2x 33 3/16- TEMPERED 2 1 PPG LOF WOOD BUCK _ 34 SEAM SEALER 6SM W SCHNEE MOREHEAD M 4 .:! 35 3/16- GLAZING BEAD 65170 8 4 used w/3/16" lass FLORIDA SCREEN OS— .•:�. 36 2 POINT LOCK OPTION 7 7 1 1 SUILIVAN & ASSOC. 3/16- OR 1/4-y 1/4" W/ /12 HD _ N T 1 TAPCONS (SEE NOTE 2) /41. B.O.M. QTY'S IN BRACKETS ARE FOR X CONFIGURATION MAX. MAX 1x WOOD BUCK ® ®2. USE MIAMI—DADE COUNTY APPROVED TAPCONS. TYP. JAMB TYP. JAMB ® 3. SEE ANCHORAGE SPACING NOTE 4. SHEET 1 OF 5 3/16" OR 1/4" W/ #12 HD F_K. 7/31/02 E—CHC TO TAPCONS Apprcved ae°wplrinC with the TAPCONS (SEE NOTE 2) Rmd Dnte: Rev;:Taos: Fl-d'8 k1i de GROUT MUST TRANSFER SHEAR F. I 8 0 NO CH THI HT NORM O 2 LOAD TO SLAB- �I eF. y; Reviarooa: Mlxrl Urge Cmdun C cul 1/4' MAX. � ,y� 111F11 D.B. 1 I 17 0 ADD 2P LOCK tN bw. INDUSTRIES D R 9,/5/97 MIN. •-j - 7 �/� ANCHORAGE & B.O.M. rea: 1070 TECHNOLOGY DRIVE TYP. SILL NOKOMIS.FL 34275 ALUMINUM FRENCH DOOR R°ben L.Clock, P.E. P.0- BOX 1529 Sarin/Model: Sc°l.: SnNI: Orori°q No. R.•: PE 139712 NOKOMIS. FL 34274 FD—101 NIT S 4 °r 5 944 E �Iruclurol 1.750 1.750 4.100 { 1.4$0 ,.75D .062 4.000 .062 4.100 A62 "-u 7 3,000 .050 ---�----4.675 DOOR PANEL TRAGAL 1 DOOR PANEL HEAD & SILL 2 DOOR PANEL JAMB FRAME ETJAMB 6063–T5 ALUM. 6063–T5 ALUM. LUK 1000 450 1.624 .125 1.504 }.272L ,.479 .050 1.489 489 I .050 T—' 25D J L � .750 M f 1 .3.000 HEAD 6063HT5 ALUIM.CHANNEL 1 f TRUSS CAMP U7 6063ET5 ALUM.5 5063–T5 ALUM. 6063–T C ALUM.THRESHOLD 9 6453–T5 ALUM. .375 1.D. Nwrovrb os aaplYM w F.K. 71JI102 E–NO CNG THIS SH7 R.6'6 Nl t IW thr t yR..d Dt: tr: R.Wsi"s: Im' , Ot 81jQ ADDED. NT NOA# me Rrdsrons: !Hirai U+Wr Pmiacl 2.125 .125 Dr-8y: ocrr: Dr 11/17/0 ADD 2P EQCx INDUSTRIES FK. 1 20 01 DrscnpFon: EXTRUSION PROFILES 1070 TECHNOLOGY ORNE HINGE EXTRUSION NOKaM1s.vt 34sTs ALUMINUM FRENCH ODOR Ina 6063–T5 ALUM. Rff6tr' L.Clark,P.E. P.O, BOX 1529 SrnasJNedaC ScAAok��T Srieet: Growing No. Rr�: PE#39712 NOKOMIS,FL 34274 F{}-101 lY(S 5 °t 5 944 �. Structwol PS 4"4 . 9633 " DEPARTMENT OF SUIL DING CITY.0ATLANTIC 13�+iCH w PI~ IT INFORMATION ---= -�- _- LOCATION INFORMATION ._ .,_-w_ -------- LOCATION INFORMATION Permit Number: 36.33 Address: 1917' BEACH ;AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 CIass of Work: A;LTERAT1011 LIGAL IlESORIPTIO � a Constr. Type. WOOD FRAME t,�t � Block: Se�I�� a�� Froas''ed 'Use* SINGLE FAMILY � �. , � Townsbir: RNG: DrQI I.ngs I Code: 0 Subd3.vi cion E t mated Value R?<Ctt mprovCost : Tota S27 .00 C 9 WQ A48 4aix caw � ATIOPS »; ��°. .� _ APPLICATION FEES , „.._.. . S PERMIT $27 .00 Addres AVENUE N IMPAC FEE $C CCS` ' B CH,, 1° E LOR I p� '.q °� �fL 0 a .ti . NIORMATON -__ -� RADON CAH aE ;p Nm *>° ? ` R IwA'I yI V 'CND- 110 , 04P I !AIS IMPROVE. Ad t 1 82 ZOER TAP to :oo JACK I LLE, FLORIDA DA 3224 CROSS CONNECTI ON 00 ,00 L r+� w £ Tlrpe SRC FI IMPACT EE S4'.C1 SCHARsE ATL $�' �� <' ts. {. NOTES: NOTICE--ALL CONCRETE FORMS.AND FOOTINGS MUST 13,E INSPECTED CEEORt POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE SUILD4NG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUSTNOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY-EITHER CONTRACTOR OR OWNER ''FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN: 'RESULT IN THE PROPERTY OWNER PAYING TWICE F0 BUILDING IMPRQ�EMENTS.99 i t E D ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO ,FIE' ION-OP APPLICABLE PROVISIONS OF LAW. ' ATLANTIC BEACH BUILDING DEPARTMENT 40000w OQOOOI IIb { rtk I r BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV, I. �� . LOCATION Street Address: 47 7 OF Intersecting Streets: Between 4ZZAjAj_j_ .C]LV4 And BUILDING Sub-division II. IDENTIFICATION --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 attachgd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical G Contractors C Contractor (print Master 1. Name of Preperty Owner Signature of Owner Signature of or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A. Type heating fuel: B. 1S OTHER CONSTRUCTION BEING EON Electric THIS BUILDING OR SITE, Q Ges—❑ LF ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q OR PERMIT O Other — Specify IV. MECHANICAL EQUIPMENT TO 8E INSTALLED NATO F WORK ;7"it6wat complete list of compoeenfs oa back o�%en:il ) Residential or ❑ Commercial ❑ Space ❑ Recessed G Floor ❑ Building CondstionQ Room Central std E 1n9 Building Duct : Material Thick+ Replacement of existing system QSystem: capacity c-f-m- ❑ New installation(No system previously Installed) C) Refngerafson ❑ Extension or add-on to existing system ❑ Other — Specify Q Cooling tower: Capacity 9-pi". C] Fire sprinklers: Number of head Q Elevator Q Menliff Q Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q .G$WiM pump --(number) (Raoaiwd) Q To (number) Remarks Q LJG container (number) Q Unfired pressure wast C) Miler permit Approved by a6 Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDMONING AND REFRIGERATION EQUIPMENT CNdJ►p 211 mrlber Unite DeearIPUM No"Number I[aautaa r (Kbnsjr aim CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 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 ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. P. O. BOX FL 320 //K'C Z ATLANTIC BEACH FL 32233-0150 ELECTRICAL FIRM: MASTER EL CT ICIAN S16ATURE JOURNEYMAN NAME �0"p ADDRESS: J3 f AW RFD BOX BLDG.SIZE BETWEEN: +ad STs RES. 1 APT.( ) COMM.( ) PUBLIC I ) INDUS. ( 1 NEW( ! OLD N) REW.( 1 ADDITION( 1 TRAILER ( ) TEMP.f ) SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR (K FEE CONDUCTOR SIZE AMPS COPPER I ALUM, SWITCH OR BREAKER AMPS PH W VOLT RACEWAY _a Q0 ay c7�i L® EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALEDJ OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.80 AMPS. 91.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES I IBELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I N.P. VOLTAGE PHS MISCELLANEOUS L/jwel �X r� our w MAMA! 71 SCA& t&r- 46 � DATE: ____________— PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------ ------------------- ---- ------------------- i -`--- --��---------- - � C_-C__ 4_✓ C,Z1 c_i L ^----------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, j BUILDING INSPECTION DIVISION cc:FILE . r 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: 23881 Address: 1977 BEACH AVENUE Permit Type: TOWNHOUSE ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):• Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number. Improv. Cost: 4,815.00 OWNER INFORMATION Date Issued: 4/17/2002 Name: WALKER, GARNET Total Fees: 106.00 Address: 1977 BEACH AVENUE Amount Paid: 106.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/17/2002 Phone: (000)000-0000 Work Desc: REPLACEMENT WINDOWS GOREL LJ,02ERIES 5300 PERMIT FEE DOUBLED/work .started CONTRACTORS = = =A=- APPLICATION FEES AMERICAN WINDOWS PRODUCTS ': Fi>. 106.00 `' =. :c „.;s: .yam - _ NOTICE. TION BUILDING MATERIAL. IC SPACE,AND MUST BE CLEARED -' ' "FAILURE TO COMP L IN THE PROPERTY OWNER PA _ISSUED ACCORDING TO APPRO t ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR PAID 1 •t Drayer: 1. De 4 e 8 : 51483 14 ITS- INS 1 i196.811 . 1 OC $186.88 AT IC BEAC BUILD - EPT. Trim aa,-=4118la TJ se: 16:37:83 The 'Tuts Prove It! 5305 DOUBLE HUNG OUTPERFORMS IN TEST AFTER TEST 1301.dj:10 oNIanlne 1,^1{31 3i1NVj1V 10 hll3 ... .� A0Ucidb Superior Insulation with InsuMFN foam fill Insulation K-= T nsulill" foam inserted and sealed.inside the multiple-extrudFd iwuaple cnam.r,;.•r, !^ 1 c^archers of the mastex frame provides improved thermal pro orties in,,�ide the frame.The resralt is a window that offers you superior 4 nsulating performance. 4:1 �. i r An exter:or foam %vrap helps eL=inate drafts behveen the wall and Master f ra rre. �, J F031f.v�t��) Tests conducted on Gorell model 53105 by independent testing laboratory under rigid AAMA and NERC specifications APp OVA ,CI FATI � Master frame U-value . . . . . . . . . . . . . . . . I . . ' , . . . . . . . . . . . . . . . . . BUILDINGIF j �C cB AC Master'' glass (Low E coating and Argon ) Center of Glass U-value . . . . . . . . U-.25 APR ,7 2002 AC Master'glass (Low-E coating and Argon) Whole Window U•value . . . . . . . U-31 8y: Performance rating. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . DH R 50 The 5305 scored well above its competitors' average ratings under the same testing const dons. Air Infiltration . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.10 cfm/ft 'rl�e 5305 lets through 73% .less air than the testis alloiw.ble rating of 0.37 cf -i ft,eaizmtg an DI-IP,50 performance rating. Water Resistance (pounds pet'square foot). . . . . . . . . . . . . . . . . . . . . . . . . • . 7.5 psf The 5305 resisted infiltration by an exerted 5 gallons of watex per hour,Ter ~quare foot of window area,con-bind with 48 mph wind. This is equivalent to 8 inches of rainfall par hour, an amount higher than-any ever recorded in the Undted States. structural Load . . . . . . . . . .. ... . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 75 psf The 530-5 experienced 50 percent less permvnent distortion tbuan the test's it•.a�dmuzL aLowable satin . Entry. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . {gassed Q5 passed the stringent forced-entry test conducted in accordance with ASTM -felines. r s9viszaaozoo WINDOWS S w1�:twnJt CITY OF ATLANTIC BEACH PERMIT .CALCULATION SHEET Address q ll — &–OCA- &lz:: Date A( cE V) Heated Sauare Footage @ $ per sq .ft = $ Garage/Shed $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 6-6 Total Va].,z�ation 1st $ O � R(S `— $ o` O• �D Remaining Value $b•Q�' per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ I ^ ( } Fireplaces @ $15 :00. BUILDING PERMIT FEE $ WATER IMPACT FEE $ S SEWER IMPACT FEE $ WATER METER/TAP $ �e CAPITAL IMPROVEMENT $ ` ` SEWER TAP $ . ( ) RADON (HRS) . 0050 $ Uw '� SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ �6 . GRAND TOTAL DUE $ �� ADDITIONAL PERMITS OR FEES : Kechanical ; ..Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : .;t i1 jj City of Atlantic Beach- 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- FAX (904)247-5805- http://www/ci.atlantic-beach.n.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE � � � ��"� • 22 JOB ADDRESS 1'I ?,eac I h APPLICANT Gosjjej- L0011- 11L _� ADDRESS jq 1 E'.n4-)e-,. PHONE: - LEGAL DESCRIPTION: BLOCK NUMBER �� LOT NUMBER ZONING DISTRICT CONTRACTOR °C.&, lA.' STATE LICENSE NUMBER 5CCj��Cts I ADDRESS ^�-�03 O �s e, PHONE 010+--1�I` ZZ CITY el STATEf L.. ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE W PRESENT USE OF LAND OR BUILDING(S) —' VALUATION OF PROPOSED CONSTRUCTION Is this an addition? O 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? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. 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 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 02/28/02 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. -- - SIGNATURE OF OWNER a = �(4�7 DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE S ME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THATPIE PLANS ASND SUPPOR'TING•'DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTO � DATE r `C' Cl Z' f- ADDRESS AND CONTACT INFORMATION-OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLLICATION (PLEASE PRINT)6A_+t\ NAME MAILINGADDDRESS n e-7 PHONE `) — -2_Zq { FAX l � ?5 � Z'7" E-MAII. SWORN AND SUBSCRIBED BEFORE ME THIS /67t—� DAY OF 11 STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE `' �Pl A k'm AS TO OWNER: [� Personally known ❑ Produced identification y�s�rid Vicki L Gurr Type of identification produced MY COMMISSION# CC916850 EXPIRES ? May 13,1004 BONA nu WY FA M BisUR CE,W- AS TO CONTRACTOR: Personally known ❑ Produced identification Type of identification produced 02/28/02 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending.upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. 5 MIN.—1�RE�"URN is JJ�`� Bank 10444 Page 2069PH©NE# tl1 (f j BBiwk:�14 ,M5865 Permit number Tax Folio number Pate: 2069 > eta–Recorded 04/16/2042 01:02:18 PM JIM FULLER CLERK CIRCUIT COURT NOTICE OF COMMENCEMENT DWAL COUNTY TRUST FUND $ 1.00 STATE OF FLORIDA RECORDING $ 5'00 COUNTY OF DUVAL THE UNDERSIDED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property: PT 2. General description of improve ts: C� 3. Owner information: a. Name and Address: b. Interest in property: c. Name and address of fee simple titleholder(other than owner): 4. Contractor's name and address: y/�t � •�.�, �C�_„J�}� '!c � 1C, a. Phone number: Fax number: ck,'�E— 5. Surety information: a. Name and address: b. Phone number: c.Fax number: d.Amount of bond: 6. Lender's name and address: t, j a. Phone number: b.Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1)(a),Florida Statues. Name and Address:� 1Krn� a.Phone number: b.Fax number: 8. In addition to himself/herself,owner designates NA of to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(b),Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of Recording unless a different date is specified). Signature of Owner: 19 441 Sworn to and subscribed before me Ws ` —– day of 02 Notary: Known perso�naly/11)s own: My commission expires: w 4%Betty Felder * *my Commission CC881315 % �,;.+Expires October 20,2003 w CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 s> Application Number . . . . . 06-00033504 Date 8/01/06 Property Address . . . . . . 1977 BEACH AVE Tenant nbr, name . . . . . . HURRICANE SHUTTERS Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000 Owner Contractor ------------------------ ------------------------ WALKER ROLL-A-WAY, INC. 1977 BEACH AVE 10601 OAK ST, NE ATLANTIC BEACH FL 32233 ST PETERSBURG FL 33716 (727) 576-1143 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20.00 Issue Date . . . . Valuation . . . . 2000 Expiration Date . . 1/28/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ¢1 CITY OF ATLANTIC BEACH - a ; PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departments i ins 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D.Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS J Permit Application# Q 6 8 3�� J Property Address: / 977 2 )V� Applicant: A W a 1 Ji-z S f '?9 -7 - Project: 0L4ri-riLt1J-»f, 'D'i'Fws This permit application has been: Approved as noted by the ��(✓� Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: V�k Date: ' Date Contractor Notified: NOTICE 1119 CgMMfiftca AtNT RAMCD PORN!409 Pe 713.1] r Return to:(eaelose sess lf-addreed�tstampedenvelope Name: 13&.R,Shutters, dba 8011-a-way Address: 2375 St.1a}ttis Bluff Re,#301 Box 15 Jackson Ville,FL 32246 This lnstrumemt Prepared by: 0 moi.1{SI'utici.; Uo', Reil-a-%vay Name ,),��,,,_ � J r 31St.loib-%Br ff fid 4301 Box 15 Number 2006240156,OR BK 13382 Page 1714, Address:�d h �wtli6,FL 2 Pages:1 y24fi Filed,&Recorded 07/11/2006 at 11:13 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Property Appraisers Parcel Identification RECORDING$10.00 SPACE ABOVE THIS LINE FOR PROCE531N0 DATA SPACE ABOVE THIS LINE FOR WORDING DATA NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of D"aJ The undersigned hereby gives notice that Improvements will be made to certain real property,and In accordance with chapter 713 of the Florida Statutes,the following information Is provided M this N0710E OF COMMENCEMENT. Legal description of property(includ&Stree Add as,it available) i GG oZ General description at improvements r •+^!!Ca►r.,4 Owner's Name hewn W Address 01 r 3ZZ Owner's Interest in site of the improvement 0 Fee Simple Title holder(If other than owner) -� Address Phone: Fax: -3 Contractor I"t-VA :E4a Ile I a /-a - 0? �3' 5l 'm4c f._,R l W_:110/ le ` Address ✓�"� So�uVjl/,� �"� �O Phone: Y- -M-3 Fax:_V o 5/- f 1 SuretyPfione' Fax: yAddress Amount of bond$ t Lender's Name y Address: Phone: Fes; 7 Persons within the State of Florida designated by owner upon whom noticts or other documoft may be served as pro. f vided by Section 713.13(1}(&)7, Florida Statutes. 3 I Name Address Phone: Fax: r In addition to himself, owner designates Of Phone: Fax: to receive a copy of the Lienot's Notice as provided in Section 713.13(1)(b),Florida Statutes. a Expiration d e of tARmencement(the expiration date is t year from the dat acording unless a differs date Is species x , Sigpatura of Owner Primed Nada of Ownet A I haver, upon the following identification of The Arfuat IcEkI40D,34=ARY OBERT J.BAILEY of61MISSWN At DDd8899d $wor9 u act toro ma ll►is 7 % RES:Febnlary 25.2010 day°1JL R Notary OlaaowM Asuoo.Co. Notary I�Aat "> i x f CITY OF ATLANTIC BEACH PERMIT APPLI('_�ATION FOR REPLACEMENT OF WINDOWS, SK IGHTS AND GARAGE DOORS OF SINGLE—FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Date: Job Address: Owner'sName: 3 Address: ,�Z Phone: d Legal Description: Block Number:_ Lot Number: Zoning District: _ Contractor: u:`y 4 ;s acv►� r� q-Lc� f State License Number: J L° C e) q Q S 3 Address: I0(oC) f t A(' S? At,Cr _ Phone: "' `7 - `7 S 6 , ((q3 City: {- Pe_ `��1 5r� _State;)�-C Zip: Fax: Describe proposed use andwork to be done: rd i Present use of land or building(s):_ Valuation of proposed construction: X000 00 -' Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope _ *Window Elevation from Grade (ft) Window Height (ft) Window Width (ft) Measurement from corner of building to window (ft) IS 800 Seminole Road __... _... ._ Phone: (904)247-5800 • Fax: 1 Page 1 _ _ KevisW 1127/03 Procedure: In order to expedite issuance of permits,provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Elevation View of Window Locations I hereby certify that all information provided with 's application is correct. Signature of Owner: li- 4M." Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being and co ect and that the plans and supporting data have been or shall be provided as required. ignature of Contractor: Date: Address and contact mation of erson to receive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: n Sworn to and subscribed before me this day of 20 6 State of Florida,County of Duval -...,.�. ROBERT J.BAILEY Notary's Signature: MY COMMISSION N DD 488890 +' EXPIRE:.' February 25,2010 ❑ Personally known � wr 4., FL Natwy 01wouM Am-.co. ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 9kn e .20 456. State of Florida,County of Duval Notary's Signature: ROBERT J.BAILEY MY COMMISSION N DD 488890 Personally known EXPIRES:February 28,x010 ❑ Produced identification .�'v).0 NOTARY F4 NoUry Dl ocurft woe.ce.. Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/27/03 uat au uta U2308p p.2 BUILDING DETAIL SHEET Jerry E. flicks, Contrulor Customer Nwne: (&c,,rnr_+ w-1kQ"' Property Owner: No .Address: --/ 777 A -0.-AA-v e< Unit city: � ��.�, , fl county: Phone#: q, 5 Single Family Residence: 'Yes V" No Cando Residence: 'Yes No 1/ Other; r, I": ("po � I. STRUCTURE., Matsowy_ Wood_ Concrete_V Aluminum— Other----- (speo y) (Window i+rame: If opening vpwc-from above materials r►dicate type: 2. ROOD'SLOPE: Less'Than_ or Greater an 10 Degrees 3. FIRE SPRINKLERS: Yes No 4. BUimmo Hrne T: yob 5. COASTAL ZONE: des �'/' No 6, CONDOMINIUM/ASSOCIATION APPROVAL: Required Not Required 7. ARE Ir� "y NEWCONDO SPECIFICATIONS AVAILABLE? Yes NO '✓~ 8. PSTr AY Y Ai11z 1, CORRECT SHAPE OF BUILDING 2. ROOM TYPE(Kitchen,Bodroom,Etc.) 3, OPENIN(38 WHERE WINDOWS OR SHUTTERS ARE TO BE INSTALI,ED 4, WHETHER SHUTTERS ARE MANUAL OR ELECTRIC 5, MAIN CONNECTING STREET(Cross-road) 7 ; f=MUS1 QE 1w I�.I E D QU T COMPLE UIXI The Dream, Inc. ::��•�• D&R Shutters,Inc. servicing servicing Brunswick,Savannah, Jacksonville and the Beaches Hilton Head,Beaufort&Charleston +♦ STORM ANC1 SECURITY SHU/TERS ® from Amelia!stand to St.Rugus6ne Home Office & Showroom 5851 Lowcountry Drive-Ridgeland, SC 29936 1-888-765-2929• Fax 1-843-717-1749 • " • TO: I AAA— Pip y DATE /q77 6e-,-� Ave- JOB NAME/LOCATION JOB NUMBER JOB PHONE The toilowing is a layout of • or business& is an addendum �.,sy3 Ass`,sl Sp 0 r_dL,54- J kiI _. Authorized a �/ Signature r 7 Date of Acceptance: _ Signature Signature Florida Building Code Online Page I of 4 , BCIS Home Log In I Hot Topics I Submit Surcharge i Stats&Facts { Publications FBC Staff B g 6 Product Approval sit USER: Public User Product,_Approva_L.Menu > Product or Appp.licatlon,.,.S..earch > Applica...tion,L..§t> Application Detail FL # L5013 Application Type New q �g N , Code Version 4 .t ,, .� Application Status Approved Comments R Archived u i I6 . ` Product Manufacturer Roll-a-way Storm and Security Shutte Address/Phone/Email 10601 Oak St. NE PV, Saint Petersburg, FL 33716 (727) 526-6646 d y e dfowler2@tampabay.rr.com A ^`2 Authorized Signature THOMAS TWOMEY P °y, jbrengineerone@aol.com " Technical Representative Donald Fowler Address/Phone/Email 10601 Oak Street NE St. Petersburg, FL 33716 dfowler@roll-a-way.com Quality Assurance Representative APPROVED Address/Phone/Email CITY OF ATLANTIC BEACH BUILDING OFFICE Category Shutters 'JUL 17 2006 Subcategory Roll-up ` By: �} Compliance Method Test Report0WI�� . �M Testing Lab American Test Lab of South Florida Ini Quality Assurance Entity National Accreditation and Managemei http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%2... 6/9/2006 Florida Building Code Online Page 2 of 4 Validated By THOMAS J. TWOMEY P.E. Certificate of Independence Referenced Standard and Year (of Standard Standard) 1609 E 1886-02 & E1996-02 E 330-02 PA201-94, PA202-94 & PA203-94 STDD 12-99 TAS 201-04 Equivalence of Product Standards Certified By Sections from the Code ASTM ASTM DCBCCD Florida Building Cod Florida Building Cod Southern Building Co Product Approval Method Method 1 Option B Date Submitted 08/03/2005 Date Validated 09/05/2005 Date Pending FBC Approval 08/13/2005 Date Approved 09/07/2005 ...._........ ...______...__......._....._...._____._._._..____...__.____._._.______._._.____�._..__ Summary of Products FL # 11modell, Number or Name Description 5013.1 111138ER Roll-up Shutter Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: PTID 5013 I P._E,_Certfi Approved for use outside HVHZ: Independence.pdf Impact Resistant: Verified By: Design Pressure: +/- Test Reports Other: Not to be used in HVHZ. Span 156", +/- PTID_5013_T_ATL Repor 31 p.s.f., Max. span tested 144", Test p.s.f. +/- PTID_501.3 T_ATL_Repor 40, Large Missle "C" 91b @ 50Ft/s. Weakest PTID_5013 T HTL Job N product tested to qualify the stronger with PTID_5013_T HTL Job N additional testing to verify span charts. All span PTID_5013_T_HTL Job N limitations are performance only and may be PTID_5013_T RAW Dwg limited further by choice of mounting PTID_5013_T_RAW Dwg configurations. i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%2... 6/9/2006 Florida Building Code Online Page 3 of 4 i 5013.2555DER Roll-up shutter Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: I Design Pressure: +/- Other: Not to be used in HVHZ. Span 164", +/- 10 p.s.f., Max. span tested 144", Test p.s.f. +/- 40, Large Missle "C" 91b @ 50Ft/s. Weakest product tested to qualify the stronger with ' additional testing to verify span charts. All span limitations are performance only and may be limited further by choice of mounting configurations. 5013.3 �P55ER Roll-up shutter Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: Design Pressure: +/- Other: Not to be used in HVHZ. Span 164", +/- 10 p.s.f., Max. span tested 144", Test p.s.f. +/- 40, Small Missle. Weakest product tested to qualify the stronger with additional testing to verify span charts. All span limitations are performance only and may be limited further by choice of mounting configurations. 5013.4 P55ER 2nd Roll-up shutter Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports j Impact Resistant: Design Pressure: Other: Not to be used in HVHZ. Span 132", +/- 17 p.s.f., Max. span tested 144", Test p.s.f. +/- 40, Small Missle. Weakest product tested to qualify the stronger with additional testing to verify span charts. All span limitations are i performance only and may be limited further by choice of mounting configurations. 5013.5 1355TER Slat type Roll-up shutter Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: Design Pressure: +/- Other: Not to be used in HVHZ. Span 144", +/- 40 p.s.f., Max. span tested 144", Large Missle "C" 91b @ 50Ft/s. Weakest product tested to http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%2... 6/9/2006 Florida Building Code Online Page 4 of 4 r qualify the stronger with addional testing to verify span charts. All span limitations are performance only and may be limited further by choice of mounting configurations. 5013.6 —�US60ER Roll-up shutter Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: Design Pressure: +/- Other: Not to be used in HVHZ, unless less than 96" wide (span) x 96" high. Span 156", +/- 31 p.s.f., Max. span tested 144", Test p.s.f. +/- ( 40, Large Missle "C" 91b @ 50Ft/s. Weakest I product tested to qualify the stronger with additional testing to verify span charts. All span limitations are performance only and may be limited further by choice of mounting configurations. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 © 2000-2005 The State of Florida. All rights reserved. copyright and.Discl Product Approval Accepts: o - 1 Ark http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%2... 6/9/2006 S TO RM$AR NORT S; 1.SHUTTER SECTIIHNS.URL•'SHOWNWTIN F7XCED STORM BARS. SHATTER BOX 7'TO 12' SHUTTER BOX 7"TO 12' STORMY BAR"CAN HE FIXED OR REMOVABLE„REMOVABLE S 4, 5 OR 6 SIDED 4, 5 OR 6 SIDED +SPRRNc LOADED)STORM B Us ASSEMBLIES& O ARE SHOWN OR SHEET 17.1&&19 OF2& a K I 2SHtt'11'FRLS)SHOULD NOTE ROLLED DOWN DURING a� g WIND EVE:NTS.WITHOUT RI='-t1OVA$LE STORM BARS IN PLACE.ROLL-A-WAY N NOT RESPONSIBLE FOR z �SEf'RTOA TiD ti, .: SECTIO'S 6E"tl.) SUTSSEQUE.N'TDAMAfiF_. ---,--= _- .RH'tiO VLYG SPRIT:(1-L0.4DFiI"TOP 'r HARS:RE.SSOVE PiNN,uFP c WALL+hOUNT ;_n WALL MOETNT �:.. ...' UP ON STORM BAR.WHEN BOTTOM FEET CLEAR THE STORM 4 u �� No Sft')RMBARS ') WITH",ORSIBARi HAR RASE PLATE ROTA'TR:STORM BAR.OUT OFOPFMNO. dd 4.SHETT TERS WITH NO STORM&ARS OVER 72`.WIDE SHOULD USE SOME FORM OF HOODSL'PP4HRT,HEADER,'RBDifi OR EX U RNAL SUPPORT. a X 1 K.1 x S" ��,, y� 5,FOR LARGER ALLOWABLE HEADER SPANS USE EXTERIOR INTERNAL ALUM.ANGLE wj (.Wr y OR/x}. - - REF,YFORC)=-MM- $RACKET SHOWN ON SYtF�7 24 01.:26 (3) ,#86 SS POP RNETS (DORE)) h.ALI.OWA$LEETEADFR SPANS FOR 1WOSETSOFEVENLY THRU SIDEFRAME TO ANGLE& SPACED STORM BARS MAY HE FOUND BY USLNU AREDL'CTION {2} 111/4"X 2 1/4 {2} 111j4-20.x 3j4"SS BOLT OF TUE PSF SHOWN BEWW.'TIBS REDUCTION IS.OBTAINED BY TAPCON TO CONCRETE &SS NUT TO HEADER.do T S$OF A 0.85 MUi.'i1PC.IFX.. (2) 111/4'TAPCON TO CONCRETE TF.SE(T10N R:(:-t6) ... Aall`17 OF 7111 Al �/g1y masa Gt155 'V 'A.d: GLASSQ-+ 5 TfS d f4}EP,AD)R SPANL72ARI' 0 xxvsre�... 0 W F 0. $ smr'aciAR U 1�..i` f3� SEE SCHEDULES SEE STORM BARNOTFS FOR MIN. GLASS a LL, CLEARANCE =' SEE SCHEDULES SHEET 7 &8 OF 26 n uj Q � FOR MIN. GLASSLJ U Z CLEARANCE 2 SHEET 7 At 8 OF 26 1"MIN. CLASS :v w i,a )>9 ,x tAt 0. + CLEARANCE EAvexe:EK rx<a x�t 4U.YCRETf •„t __� 571B"&i IK•$£ADER SPANCHART pp I SEt`1711N'CsE"r. IStiM.:iLlc dn' moi, i FT R R e� lz iL,ALT SHLDUARL� SEE SCHEDULES A FOC MIN. GLASS SEE SCHEDULES SHEET 7 &.8 OF 28 FOR MIN. CLASS CLEARANCE V MIN.GLASS xrAnEc ccwrx`nceasst SHEET 7 & 8 OF 28 sELSTOR,_l7B.nxSvaTEs CLEARANCE W'fIDD S 71+"&7IM"HFA4F$WAN:QlART SEE,SF%IYTON'C•C'(5, stC2 AA"I--G"D� SHEET 17 OF 2e: ""' [A$7(JA AD S I AM A�rwvva •t g A6 wre: S n' mwwmc,w 0 ” 3-01:-031 7 1.)OR M F svr: xsv. t/ 13 MIN. EDGE It 01/4'x 2 1/4"TAPCON m DISTANCE .c x) :,o v� , ,:v [:to O 16' O.C. ),ewEa t..antm,c)da� sir: 20 ,W 26 H (BEYOND) STORM BAR.NOTFS: SHUTTER BOX 7"TO 12" (3) 01/4"TAPCON ].SIfL:TI-R SECTIONS ARE SHOWN WMI FIXED STORM BARS. SHUTTER.BOX 7"TO 12' 4, 5 OR 6 SIDED ( / ' ScuRM BARS CAN rIA1.D GR RLMOVABL4 RFIIOVABLIl t 3 4 MIN. EMBEDMENT) r 4, 5 OR 6 SIDED� POST INTO CONCRETE 1SPRNc IGADF,D)STORM BARASSEMAIIES&MOU�-I ING ,m ,ARE SHOWN ON SHEM P,IS,S.[90F6. o. 2 SIIUTTFRS SUOGLD NkWRLIZOLLLD DOWYDURING z i gg t ` 4 WIND ISEN'T3WTTHOITRIMOVABLESTORMBARS • 5� 0 R IN PLACE ROLL A W AT IS NOT RESPONSIBLE FOR s a __. SLIB.STQ1Ji_KT VAMAGk P SECTION DD;2i y. SECIION&E(2)_ 3.HEMOVP.N;3PRIN0,LOADEDSTORM BARS REMOVE PIN,1� „ifi � i . /'� /'� UP ON STO M BAR,WIIFN.BOTIOM FEET(_I.F•AR THE 5, ~ Ij w BUR,DOL-r MOUN_r i t `� BunDo rMOUNT t t B.4R BASE PLA"IT,:ROT, ,STORM BAR GLTgt OPE'YAo, ;tiCtSTORi1 BARS V WITH STORM BARS �'•/ I &SI{F};limsWIi32?N)STORM8"S.OVER 72'WlD'511OCID -. I'SESOW,FORM OF HOOD SUPPORT.HF,ADER;TUBING OR °S .. & -ANALSUPPORT 3 MR LARGL&ALLOWABLE HEADFR SPANS USE EXTERIOR RFi.'+vFt)Rt•£bSF'T:RR.A(kE1 5Ii{)W N O\tiKL Ll 9 ut?t; 1 1/2"x i" x .i".x 5' _* _- n SEE ALTERNATE SPANS USi�i.f51pI.2G BOLTS\�T PFR INTERNAL ALUM.ANGLE W/ 1.J OR narAH"E F 1a7sHEF�:1nF.e. {3)#6fi S5 FOP RIVET$ ?ALLOWABLE IIEADM SPANS.FOR TWO SETS OF EVE4LY. THRU SIDEFRAME TO ANGLE& SPACED STORM BARS MAY BE.FOMIM BYTISING A REDUCTION (2) #12 x 3/4"SS SMS (2) 01/4-20 x 3/4'SS BOLT OF THE PSF SHOWN BELOW,THIS REDUC71ON IS DBTANED BY TO ALUM. POST &,.SS NUT TO HEADER& USE OFA 0.J•.5MULTUTIE7L (3) #14 x 3/4'SS SMS (4) 01/4"TAPCON ,�►�, TO ALUM. POST. NOTE6 (1 3/4."MIN, EMBEDMENT) i 13)- 2 STORM BAR \.J '`/ '\.! 0-0-0 /^�) (�E�) (�p�) 24"O.C. Z Q SEE SCHEDULES 57/8"&7 1/4'HEADER SPAN CHART ¢ Lim.) SEE STORM BAR NOTES FOR MIN. GLASS SECTION E.-Fi"(21 SEE SCHEDULES CLEARANCE In'.vu n,ruv rsvau Q FOR MIN. GLASS. SHEET 7 & 8 O 26 (y) a SHEECLEARANCE& f 26 GLASS GLASS SIX"BAR 1.&"Im(DO E_ �►� ,/� 1'MIN. GLASS f el l OR{H D..OR 0 CLEARANCE z t4l L 66 9 yp $ 72 k g � $1 ti AL.T.SIIJ.DF.TAti. SALT SIIt DET'AiL . yS SEE SCHEDULES FOR.MSN.GLASS 70 90 110 130 150 I?0 SEE SCHEDULES CLEARANCE FOR MIN.CLASS SHEET 7 &8 OF 28 FIIIAOBaT iclFtgvc;<IPs) A p a -W4 SHEET 7 &8 OF 26 SBE STORM BAR NOTES i'MIN. GLASS .CLEARANCE SEB SECTION"GC"(5) FOR LU.fiI`A7TON5 Awv: '%F f\ /1OR/A S.17OF 8 G 7 OR. H OR 0. t►•�/ �j V Ram: JB'i 9 JSASt'IHG.R�', ' 3-01-031 (4) 01/4'TAPCON �(1 3/4- z � B 1.1001/4"x 2 1/4"TAPCON 0STOM . EMBEDMENT)/22- . O 16"O.C. REST, IS-O.C. 21 - 26 moo✓ €)il}?"YTF_R STORM BARS, SHUTTER BOX 7' TO 12" (3) 01/4- TAPC0A1 lkukaT„4xv#n^:'LlL tklT>#)t;RI not v ILT-..h1+nS�LI LE.. SHUTTER BOX 7' TO 12' (1 3/4"MIN. EMBEOMENT) `7k"+r CA)lU)SiLF.410Ait:ASSF40kLt.SA:Mu vGYO 4, 5 OR 6 SIRED 4. 5 OR 6. SIDED POST.INTO CONCRETE ARF SHOWN ON Sf9k k} 7 111,&I'tOF x U�, )k{i't`3}µtS}Stlt}[3-i)htir HS R/313.�F)r1TlYN UI R'vGi 3 f� B. WINO 1{N1S WrnitJlr}RKMOVAH37 STORM 1t ARS 3 J. 3 a n: I\P...ACE ROI.L"AwAYtS NOr RESPO\SIRLEFOR y�` . St ESt pC7ENrt)M4AUF pc FIMOYI\t SP1.INGIOAf)EI11 T)RAI BARS RLt OVI FIN,I.H'I' 3 SI L'}IOS: Il l7 {i OIPONSTORNIBAR.W71r\WnTom FT-IT-11 LLF.ARlHE S7t7RTd X �a 1 :• "� NARI)A1F F't.'1CC;ROTATE OF Oi E-\iN(1:. & _p JAMB YN1Uh.- i• iA39B)AOG:+7 0 vAUTCi RS WYLIf NO STORM BAP,S OVER 7Z W'{DI SHOULD - NO,STORM BARS V64TH 5FORM BARS ° Ii}SOA.1•F"ORM t1t'fFt%)U S7 I"}�{.)Rf WI 4U[Jtlt Of\OOR:. �� a. *w: •f I-WrEFL\AL St'PPt7Rr. M 0 ..... •-.. 5 R)R I�Ak(rR AI L L)W nHl r}t1;,43)TR SP A'•S 1 Sk" XITNIOR '(q� RF74"F'ORC f t L'+F 3IRMLTaFCSF10W\nY S1fF1:F SOF=6. f 1/2'It 1'x .f'.X 5' C cLF nt}tR`1n1ESPAiS USLS1G H1tA-..J llt]L"Cs hl'17'kR /. FHTERNAL ALUM.ANGLE W/ W t)R !t �� Dr rM L I i4?s ILLT�OF Xi, (3) $66.SS POP Rwm G � i z n7 k otuniu.NGAriFXt 9anti5 MR TWO SETS Of Fvr_�LY T14RU SIDEFRAME TO ANGLE & M SPAC L'O S IOW-4 BARS MAY BEFO ND BY l'SLVL A n-DUC11ON )FTNF PSF9130W' 'BIXd)W.'17BS RLPL'CFTON Za O[T€A1NliVBY (2) #12 x 3/4'SS SMS 0 (2) atj4-20 x 3/4' SS BOLT TO ALUM.POST d} SS NUT TO HEADER & � t.lCOFn u.as>tt;E:nPt.3Paz. (3) #14 x 3/4•SS SMS (3) 01/4'TAPCON W .. TO ALUM.POST, NO'rL6 (1 3/+1'MIN. EMBEDMENT) t D B 0R I E S GLASS 0 STORM BAR, 2 1/2'O.C. a.f ti.sa p. y'� REST. 16"o.C. z.: Q D OR(1 1 _Q \"� d t*DOR Ii.. 5 7A'&7 Ifo"HEADER SPA'S CELART �.. \J ).r SEMON wudCiT SEE SCHEDULES SEE.SCHEDULES FOR MI GLASS 0 S1:F1-7 RANCE .STORM BnR N#TtY:4 FOR MIN. GLASS - �+ V SHEET 7# 8 OF 26 SHEET7&8 OF 26 x O (a vi 0 O I. GLASS 310 C z A"MIN.GLASS i H.3 r)k;} CLEARANCE 144 a O �- $ 71la i 46 +T 4 v' v Im 4 a :kF 90 111) Ill 150 170 y ' • ALC.SILL UET.AIL AIC SII L I)FrAIT. kR'APF1t 1PhTl1'It t}NL73ffi) y" x �` __- _- _—.-- SEE SCHEDULES FOR MIN.GLASS SEE SCHEDULES CLEARANCE o FOR MIN. GLASS 0. SHEET 7 do 8 OF 126 A �s CLEARANCE SHEET 7 k 8 OF 26 SEE STC7RNI B.Ak\10' S i"MEA.GLASS CLEARANCE 0 SEX.SECTION"C:-C"}5) zu FOR L}3mrATfLiN � AB Lut :AD SRFXT.1:OF IG D -#Xt(t,.�j vrouu - igtA�:Y:Kp. 3-01-031 N \z (4} 91/4' TAPCON ;,1? sot 4' x 2 tj4'TAPCON - 0 3/4'MIN. EMBEDMENT) / O STORM BAR, 2 1/2'O.C. 0 16'O.C. REST, 16'O.C. Z7 "" 26 SHUTTER BOX 7'TO 12' SHUTTER BOX 7"TO 12" 4,.5 OR 6 SIDED 4, 5 OR 6 SIDED�{ � za it s SE.CITG.*l'D-D"i4l i r SBCTTON7441a ih lxs sFrn❑tAR? Mm"ON MaLINT MUWON hQUNTs-w3ars- NO STOIkm n RS WCTH STORM BARS IF : - staeEesrut. .T Ed cawmmri "! 1 1/2`x Y x.7'x 5" � {� e(3} INTERNAL ALUM.ANGLE W/ bA i! 'e AME FOP -.wU SIDEFRNdE TO hhGRCENETS w✓& (2) 812 x 3/4'SS SMS :... ! 'Co ALUM, POST _ (4} 61/4-24 SS BOLT -0-E):(BEYOND} &SS NllT TO HEADER � &ALUM. POST, NUM6 - 0D OR )-(D GLASS i,: T'. ON. GLASS - � Z >. CLEARANCE TPP, - m V-E) d d SEE SCHEDULES FOR MIN. SE0 E SIORM BAR N0725. v x �a rw. M ;x rm C SHEET 7 & 8 OF 26 GLASS wa uacrns usro 0 SEE SCHEDULES , 0 )':MLN.C CLEARANCE GLASS FOR CLEANRANCE zn e t>fa .,�nerr�c3iuc- O: p�',� SKEET 7 & 6 OF 26 sj N Fa~*z>3 Arcs. sloueeilx <. s - - it it �_ -� •/ 5 Ih 4 R CONCRETE SLAfl CONCRETE SLAB TYR TOP & amort TYP. TOP&BOTTOM STOKNI BAR NOMg n: 2.SHUTTER SWMNSARESHOWNWYT'N FD:EDSMRMBARS, x G. STORM BARS CAN 9E'.FLX$D OR REMOVABLE,Kh-MOVABLE € (SPRWO-LOADED)STORM BARASSF..AIRLIF_ti&MOUNTCdG I KXI N II ARESHOWNONSHEET17,1S.RlSOF2& 2,SjRrrrFR(S)SHOULD NOT BE R(AJJZ DOWN DURLVO VVI)FVENTS WMIOL T REMOVABLE SWAM BARS IN PLACE.RoLF-AmAYds NOTRBSPONSlBLF.FOR SU BSWUWr OAXAGE. wrr. 3,REMOVING SPRING-LOADED STORM BARS:Rl>AAOV EPIN.LITT RM UP ON STOW BAR.WHEY BOTTOM F En CLEAK THE,S'h�B.91 BAR BASE PLATE,:ROTATE STORM BAR OUT Of OPV.-W7. nn f� 4.SHUITP.RS Valli No STORM BARS OVER 72`WT W,SWXILD oaz-{,w SOME SOMFoRm OF HOOD SUPPORT,HFArlm,TUUING OR ¢ �w,.xvxew EX't"fRNAL ShYPl3R7. IF ria rxo r+�e :ro 3-01-031 S,POR LARGER ALLOWABLE HFAUER SPANS.USE ENTMOR c RFtNMRCPMEJvv T•BRACKET S'H0INN 0T*WET- OF 2Ca wr•;nuea z w ::vuxrfsr s;� asv: 6.SLE ALTERNATE SPAN CITART IF a 14 X 314'SS SALS.ARF. $ LSEp TO MAI:E 5(OCl'RAb1};'it1FOST f.•Otv"?tiLCT:ON. w� nom: 23 26 HCWM --(t" HCJM � W 31 t Att3t€N7 i I! ,'7AMR MQGNT�� a Rl;l2 E-rIRC YD HEADER OPTIONAL FASTENERS PER - � RVNFORCEDVEADER 2" TYP ' � CONCRETE EDGE s C.SL'v:�Fh71TO'.VR.N. a •'� d rt E SCHEDIIIl: 1 do 2 - t COhN N OO DISTANCE w - -- ----- - ECTtO :WOOD 3'MIN. + tlRl S B -- --- - # a HCtA4 SEt1TON 03/8 SS:POWER BOLT _ �N , .I. (2 MIN. £MBEDMENT) P SEE SCHEDULE R.N. to o �►J !✓ `u. I.' MOOD STUD–SCHEDULE R.H.3 'S`'y' '- 01 r i (2)(14 x 4 SS SUS V �e� 1 (DDD STUD Uk DAKDITDM -- ---' (4) /14 M SMS (t 7j2" MtN. EMBEDMENT) CL1 (4) 114 x 3/4'SS SMS CONCRETE OR_.�.00K �) 0318"SS POWER–BOLT .. (( OR X (2.MIN. EMBEDMENT) .�' Z SHUTTER BOX (2) #14 x 2•SS SMS 0 Q � o � » W l7R x �1 [1t'1 OR Eo)X) (a) t 4 x 3 ja"ss sus HCWM 'V ��aa;.HHUM`i�,;// d SHUTTER BO% vm.i exe 0 'J �. Z) • WMD SCREWS 3IiAGLAk CFs'I"YRi:D F:Y:PAC�O!'SAtD- � � O bw ^b GL _ z. RFAi"CIDitFh➢iD<.QRS#t R>' 'PORW.ts3IP 1DER-SCRPATRE 81y� ��/y�� i lmpy�D�g 572'k7y}y ttFADSR mamou+slCt .O�CtTo'�rz. £ sas �1S0ii'iBGtYi$S9 a.moa - .REDWM(DHEADER.scRENRR I4 c CF.,h�HE&um.SS1R?nil : X37 `&71 "HEATIER�04 xt ® w t�e�aa' H� � raxam.$�k �aweat smAi aWR �. w tffiw0lntic0 ti�"k71TAbER.UL8k9 si®t�IRAR +„ t fJ 8: R $ !h"IFflli til E– � � 1:&*X.TR(kh•) - � .� V n n A� Als s •j'' a us R - S n 101 R R R – � » nrraovey: ,:p R' R ISOiw1wou 11 u 111 R $ 40 IW 110 170 190 140 150 lt0 170 >B w ua u0 Asa lm w w uo lx+ Lw IV A w Ila IV tw 1" 70 w Ila iso Is. ITO tlEaDl=1tL@1GtH(c7QN3) a•'r C?3��-. I➢HOIo11�MiixlWC5R61 tww7uFli0m4►+OAS so:taeauxOfl/ta+oas+ Iffta9l tfltOifl faxlIDl .i ivaC. w 3-01-031 A A «- I:4 sn� 24 26 r aLn Da%rlot4� ,:WpOU SCR6N'S SHA!I:aE C"Fh"1'ERED th 2 FACE CJF SI{i O, CONCRETE a f. R.F']h'FtlRi'p.D fiFrlDF72 m EDGEz;� gg DISTANCE - 2 . .._ __. • G 3' ;<. 2 MIN. + "� mull� ■■��§ H pl Y e JON OR °RO � WOOD STUD a ()1#1 N5 EMBEDMENT) CONCRETE OR BLOCK C 0 tl 0318"SS POWER—BOLT Q (2-MIN. EMBEDMENT} U Z (2) #14 x 2'SS SMS U �Q sazrravn.lxli�x�torNr ii Q � � (4)114 x 314' SS SMS. RFINFOR(7:O HF f)FR ' U /� /+� CONNECTRY4 O HCB IOR.t X.1 u ' ;P+ C� SHUTTER BDX CONCRETE _ EDGE Q.. DISTANCE 2- a • 6 REMFORCED HEADER-SCHT DLiLE#4 Y RCSB SBcnUEi 57 &71/4"HEADER t}6". s : )►e5 `� a a. -- -' {':. „ � d tF.N071i{IIS -CS 0-0-0 B� /'� E)ORE !.(i I OR N: (SR.[ 1.9 z. 4 o !.�/ \./ V fir/ V ;. MS 32 r r r- io' i t OOD STUD ' ) 114.SS SMS ._ -- --- -- -- 112-MIN. EMBEDMENT) axAwm nr CRETE OR BLOCK 114 8"SS POWER-BOLT MIN. EMBEDMENT) ' '4 P 16) DAR f 4 x 2'SS.SMS o�...M.c.Ko: � ACK 3_p(-©31 90 TOP 110 170 130 140 150 150 170 � /y�/'� • , AFADER LENcrTFT(MCHE.S) SB 314'SS SMS £. B Y. - Hcss sf.4 t:4 SHUTTER BOX ter. '`•� 25 , 26 MUL61O4S MDitNT 1 SFi.7T Mt>'t2.lOh M(7ti1�T::� REINFORCPDHEADER OR(K} RFJNMRCEDHEADLR HCM. �� ! E HCM 5ECftON ktC5'si 5F.CC70 i r . 1.�./ �J ------------------- ags ------------------- ----------- - ---_ �....�, ----------.. ---- DE } OR E n r (2) (14 x 2'5S.SMS -U (2) #14 x 2'SS SMS Fl7v_(/ #14 z 3/4•SS SMS. ! PER TRACK J PERjHEADER/4-ss sa+s d �. j 0 0 N w oR x y�� I,� � � c O QWIORO IWD- X1 Q �+ HCM �.f �--- HCSIlM..!/ ''��!! S),u.TTERR Box i.df SHUTTER BOX 0-0 X I C a O.I v./ U ' W 0 0 a Z REUNTORCED HEADER SCHEDULE#f4 5 W&714"HEADER' h a`ELW AR LEN (W � LENGTG7H(LT'E) $ Too aD a Area` c. 131 7Z p 84 6iA4'F.. O I44 4iN40V5Dt,w< CI G[MtITe:tiIX nD 10D 110 120 190 147 uD 1e0 170 3-01-431 ° HEADER LENGTH(ENCN ES) x� 8 — g•;x. 1:4 26 . 26