The URL can be used to link to this page

572 Seaspray Ave (vault) QS % �2• adc�e.6-� JOBADDRESS �7�� -ce-�� TYPE W®R PROPERTY UBi'1�T$$„ / 1� �i x TELEPHONE �V IONTRACT®1�� PERMrr NUAMER DATE 4 3 A MTEC77ONS: F®®T7VG SLAB �i y nE$EAM LEVM NALLWG/S F,4TH G a FRAWNG/CUV.ER UP MULATION F17IAL BUILDING CER77FIC4T'E OF OCCUPAIVC� ELcn?ic4L PERMM i l INSPECTIONS ROUGH FETAL id AMCHAIVIC14L PERXJM EVSPEC77ONS ROUGH FOAL PLU3017VG EISPEC77ONS R®UGH/U11DER SLAB T OPOUT WATER/SEWER / b FETAL NOTES: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J K } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000675 Date 5/20/08 Property Address 572 SEASPRAY AVE Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3362 ------------------------------------------------- Application desc window replacement --------------------------------------------------- Owner Contractor ------------------------ ------------------------ BILLINI WINDOW WORLD OF JACKSONVILLE 572 SEASPRAY AVENUE 8535 BAYMEADOWS ROAD UNIT 12 ATLANTIC BEACH FL 32233 DBA NATIONAL HOMECRAFT JACKSONVILLE FL 32256 (904) 443-7001 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------ Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 50 . 00 Plan Check Fee 25 . 00 Issue Date . . . . Valuation . . . . 3362 Expiration Date . . 11/16/08 -------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 75 . 00 75 . 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 07- I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFIOEi(904)24i-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 2,VALUATION OF WORK: 3.SQ.FT.UNDER ROOF 1.JOB ADDRESS: 5-72- S e a,S U a- '- 1 Atlantic Beach, FL 32233 4.LEGAL DESCRIPTION: 5.CLASS OF WORK: 6.U E OF STRUCTURE: ❑NEW BUILDING ❑DEMO SIDENTIAL LOT_BLOCK_SUB DIVISION ❑ DDITION ❑CONVERTIN USE ❑COMMERCIAL 7.DESCRIPTION OF WORK: LTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: ❑REPAIR ❑POOL/SPA [IYES N/A 1 0.Ce -4- ❑MOVE ❑OTHER ❑NO PROPERTY WNER: CONTRACTOR: ARCHITECT/ENGINEER: 9,NAME: 15' E NAME .,COMPANY NAME: 23.COMPANY NAME: t I"V-A ""11 �� l�V l�d��i aX ZNC 16.NAME: LICENSE 10.ADDRESS: 17.STATE FLOR A LICENSE NO 25,STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: S \Ute (Jv 26.ADDRESS: FL 3z2s - 11.OFFICE PPHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO �� - 1 � �� 3-'loot 43l �'7J' 13.CELL PHONE: 21.CELL PHONE `J 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: iNj 10 �t b x6-tna .(.f0 FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31,NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing, Signs,Wells, Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR P LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent,•Power of Attorney or Agency Letter Required) (Qualifier Onl ) y ,/. ; z ,cp/m CX L.�� R Date: Signed: �4.�- Dte:Signed:( -( 200 in the county of Before me this, 7§ d y of20 In th c( tyC O Q Before me thi� day of Q Duval,State of Florida,has perso ally appeared Duval,State of Florida,has pers ally appeared �j � Q herin by himself/herself and affirms that all statements and declarations are true and accurateherin by himself/herself and affirms that all statements and decl ti a� � true and accurate. !. . z Notary Public at Large,State of�'County of otary Public at Large,State of I'/G�i�,County of 7 Personally Known FSI a ❑Personally Known / p, [I Produced Identific -. c. V 11 Produced Identification- _ Notary Signature: Notary Signature: :D m TERRY POULIN k r TERRY POULIN 5 4;4z)Boncled =a ' '�� MYCOMMISMONOD0487195 MY COMMISSION......1f35 FIL. E C pCOAB FORM BL � D:1�(PII�OCT31,2009 � F�tpIRES.OCT 31,2948 Bonded through let Slue InOl the through t st State Insurance -�•� - .� >.�-- 1 ` NOTICE'OF COMMENCEMENT Tax Folio No. 1,1 / � ` State of n County of To whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: SZ Address of property being improved: r1 3 ZZ General description of improvements: Owner: fir(: 2 b e-Nn 19 l 1.n Address: S-7 2 C 2AS 6 s . Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: mac\b --) Ln Address: l ✓�¢S c 0to-2 0_ 1- S O o =L 2 ZV Telephone No.: W4- Y4�(3--7 Fax No: Surety(if any) Amount of Bond$ Address: Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: ay Name of person within the State of Florida, other than himself, design, e co€ e,e5 a served: Name: ` + w G R % S w Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER c, Signed: Date: Before me thisday of in the County of Duval,State TERRY POULIN Of Florida,has personally appeared _ MY COMMISSION#DD487135 Notary Public at Large,State of Florida,County of Duval. EXPIRES:OCT 31,2009 My commission exp' s: Bonded through 1 st State Insurance Personally Kno or Produced Identification- n 'r�pn :'d✓ T*/6u 0 FL STATE 8110 Cypress Plaza Drive,Ste.405 License# Jacksonville,FL 32256 Q� CBC 1250321 (904)443-7001 El 6 Fax(904)443-7778 (800)549-5132 fJ__/._&, !7i[G� %cLG¢aa ®p Y Windborne Debris statement for Home Owner I/WEA residing at Jr- d2 I3 eo�, Florida, Do swear/affirm that we have or are responsible for providing WBD protection at the above address. We do realize that the WBD protection IS required by the State of Florida building codes, as this has been explained to us by the salesperson of Window World of Jacksonville, Inc. OR Do Swear/affirm that we have existing WBD protection that meets the State of Florida building codes, as this has been explained to us by the salesperson of Window World of Jacksonville, Inc. t r HOMEOWNER DATE HOMEOWNER DATE ------------------------------------------------ POST A COPY OF RECORDED NOTICE AT JOB SITE. STATE OF FLORIDA COUNTY OF 2iAAt& ` THIS INSTRUMENT WAS ACKNOWLEDGE BEFORE ME THIS Q�- 1 day of 20_&L-- Known Personally Or Identification � Type of Identification o l Cr TERRY POULIN Notary Public :° MY COMMISSION#DD487185 EXPIRES:OCT 81,2009 ZC,ta�, gOdded through 1 st State Insurance yped or printed) (Commission Number and Expiration Date) (904) 443-7001 8110 Cypress Plaza Drive, Fax(904)443-7778 Jacck onville,FL 32256 e 405 Ij it 1i 3s- X Lf CA' 9 3 3Y 13 n `t a'1 �I s-o ort-O l 00 SD f'LfxLf9 "- 9o1 (�f 3"7 aSIQ) C,o l sb q SI X12 x 3-7 a o I I l asm- �- X 02 ;z.) 1 1�1 F Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL: 0201 PRODUCT TYPE: PVC Double Hung Window SummaKy of Results Title Test Specimen#t Test Specimen#2 Test Specimen#3 H-LC25 1118 x 1956 H-LC45 1118 x 1524* H-LC55 914 x 1524* Primary Product Designator 44 x 77 44 x 60* 36 x 60* Design Pressure* 1200 Pa 25.0 ps 2160 Pa 45.0 psQ 2640 Pa 55.0 psO Negative Design Pressure* 1200 Pa 25.0 pst) 2160 Pa 45.0 st 2640 Pa 55.0 st Operating Force in motion 89 N 20 lb N/A N/A 1.1 L/s/m N/A N/A Air Infiltration 0.21 cfm/ft2 Water Penetration Resistance Test Pressure 440 Pa 9.0 s N/A N/A 82.5(— Pa + s Uniform Load Structural Test Pressure ±1800 Pa(±37.5 sf) ±3240 Pa ±67.5 s ±3960 Forced Entry Resistance Grade 10 N/A N/A *-Optional Secondary Designators Test Completion Date: 01/27/06 Reference must be made to Report No. 62609.02-501-47, dated 02/14/06 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717.764-4129 www.archtest.com r Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: 62609.02-501-47 Test Dates: 01/25/06 Through: 01/27/06 Report Date: 02/14/06 Expiration Date: 01/27/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to perform tests on three Series/Model 0201, PVC double hung windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-LC25 1 118 x 1956 (44 x 77); Test Specimen #2: H-LC45 1118 x 1524* (44 x 60*); Test Specimen #3: H-LC55 914 x 1524* (36 x 60*). Test specimen description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested.for optional performance was smaller than the Gateway test size for the product type and class. Test Specifications: The test specimens were evaluated in accordance with the following: ANSI/AAMA/NWWDA 101/LS.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 101/LS.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 0201 Product Type: Poly Vinyl Chloride (PVC) Double Hung Window Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) Overall Size: 1118 mm (44") wide by 1956 mm (77") high Top Sash Size: 1035 mm (40-3/4") wide by 940 mm (37") high Bottom Sash Size: 1060 mm (41-3/4") wide by 965 mm (38") high Screen Size: 1019 mm(40-1/8") wide by 965 mm (38") high Overall Area: 2.19 m2 (23.5 fe) 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com 62609.02-501-47 Architectural Testing Page 2of10 Test Specimen Description: (Continued) Test Specimen #2: H-LC45 1 1 l8 x 1524* (44 x 60*) Overall Size: 1 1 18 mm (44") wide by 1524 mm (60") high Top Sash Size: 1035 mm (40-3/4") wide by 721 mm (28-3/8") high Bottom Sash Size: 1060 mm (41-3/4") wide by 748 mm(29-7/16") high Overall Area: 1.70 m (18.3 ftz) Test Specimen #3: H-LC55 914 x 1524* (36 x 60*) Overall Size: 914 mm (36") wide by 1524 mm (60") high Top Sash Size: 832 mm (32-3/4") wide by 721 mm (28-3/8") high Bottom Sash Size: 857 mm (33-3/4") wide by 748 mm (29-7/16") high Overall Area: 1.39 m2 (15.0 fe) The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The sash were exterior glazed with nominal 21 mm (13/16") thick, sealed annealed lass a U-shaped ed insulating glass fabricated from two sheets of 3.0 mm (I/8 ) clear g p steel spacer system embedded in sealant, single sealed. The insulating glass was set against a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded corner construction. A snap-in PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with extruded aluminum. The corners were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. 62609.02-501-47 Architectural Testing Page 3 of 10 Test Specimen Description: (Continued) Weatherstripping: Description Quantity Location 4.7 mm (0.187") backed by I Row Head insert, sill, lock rail 6.6 mm (0.260") high pile with center fin 4.7 mm (0.187") backed by I Row Exterior meeting rail (exterior), 8.9 mm (0.350") high pile top rail with center fin 4.7 mm (0.187") backed by 2 Rows Sash stiles 8.9 mm (0.350") high pile with center fin 4.7 mm (0.187") backed by I Row Exterior meeting rail (interior) 14.0 mm (0.550") high vinyl jacket/foam filled bulb 4.7 mm (0.187") backed by I Row Bottom rail 10.2 mm (0.400") diameter, offset vinyl jacket/foam filled bulb 25.4 mm (1.0") by 12.7 mm (1/2") 4 Meeting rails, one at each end by 6.4 mm (0.250") high adhesive backed pile pad Hardware: Description Quantit Location Metal button cam lock 1 Lock rail at mid-span, with mating and keeper keeper at exterior meeting rail (Test Specimen #I) Metal button cam lock 2 Lock rail, 216 mm (8-1/2") in from and keeper each end, mating keepers at exterior meeting rail (Test Specimen#2 & #3) Plastic tilt latch 4 Top corner of sash Metal pivot bar 4 Bottom corner of sash Constant force balance 4 One per jamb system with locking tilt shoes 62609.02-501-47 Architectural Testing Page 4 of 10 Test Specimen Description: (Continued) Drainage: Description Quantity Location 22 mm (7/8") wide by 2 Exterior face of sill, one at 4.7 mm (3/16") high weepslot each end (with flap) 32 mm (I-1/4") wide by 2 Sill/jamb intersection, one at each 12.7 mm (1/2") deep weepslot end 25 mm (I") wide by 2 Intermediate sill wall, one at 4.7 mm (3/16") high weepslot each end 19.0 mm (3/4") wide by 2 Sill screen track, one at 4.7 mm (3/16") deep weepslot each end 9.5 mm (3/8") wide by 4 Bottom sash rail and exterior 3.2 mm (1/8")deep weepslot meeting rail, one at each end Reinforcement: The lock rail contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference Drawing No. UY0095. The keeper rail and bottom rail contained a custom shaped, formed steel reinforcement measuring 11.7 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by 0.059"), reference Drawing No. UY0094. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the jambs to the buck using four #8 x 64 mm (2-1/2") long screws, one at the top and bottom of each jamb. The exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 102 mm (4") long void at each interior sill corner. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window frame. / 62609.02-501-47 Architectural Testing Page 5 of 10 Test Results: The results are tabulated as follows: Paragraph Title of Test -Test Method Results Allowed Test Specimen #1: H-LC25 1118 x 1956 (44 x 77) 2.2.1.6.1 Operating Force 5.3.1.1 Bottom Sash Open Breakaway 67 N (15 lbs) 230 N (50 lbs) Maintain motion 89 N (20 lbs) 155 N (35 lbs) Close Breakaway 36 N (8 lbs) 230 N (50 lbs) Maintain motion 45 N (10 lbs) 155 N (35 lbs) Top Sash Open Breakaway 27 N (6 lbs) 230 N (50 lbs) Maintain motion 89 N (20 lbs) 155 N (35 lbs) Close Breakaway 53 N (12 lbs) 230 N (50 lbs) Maintain motion 80 N (18 lbs) 155 N (35 lbs) Lock Open 5 N (1 Ib) 100 N (22.5 lbs) Close 5 N (I Ib) 100 N (22.5 lbs) Latches Open 5 N (1 lb) 100 N (22.5 lbs) 2.1.2 Air Leakage Resistance per ASTM E 283 (See Note#1) 5.3.2 75 Pa (1.57 psf, 25 mph) 1.1 L/s/m2 1.5 L/s/m2 (0.21 cfm/ft) (0.30 cfm/ft) max. Note #1: The tested specimen meets (or exceeds) the performance levels .specified in ANSIIAAMAINWWDA 1011I.S.2-97, 1011I.S.21NAFS-02, AAMA/WDMA/CSA 101/1-S. 2IA440-05 for air infiltration. 62609.02-501-47 Architectural Testing Page 6of10 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #1: H-LC25 l l 18 x 1956 (44 x 77) (Continued) 2.1.3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 180 Pa(3.75 psf) No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 1200 Pa (25.0 psf) (positive) 6.9 mm (0.27") See Note#2 1200 Pa(25.0 psf) (negative) 9.1 mm (0.36") See Note #2 Note #2: The deflections reported are not limited by AAMA/WDAfA/CSA 101/1.S.2/A440-05 for this product designation. The deflection data is recorded in this report for.special code compliance and information only. 2.1.4.2 Uniform Load Structural per ASTM E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.5 psf)(positive) 0.5 mm (0.02") 4.1 mm (0.16") max. 1800 Pa(37.5 psf) (negative) 0.3 mm (0.01") 4.1 mm (0.16") max. 2.1.8 Forced Entry Resistance per ASTM F 588 5.3.5 Type: A Grade: 10 Hand Tool Manipulation No entry No entry Tests A 1 through A7 No entry No entry Hand Tool Manipulation No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 62609.02-501-47 Architectural Testing Page 7of10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen #1: H-LC25 l 1 18 x 1956 (44 x 77) (Continued) 2.2.1.6.2 Deglazing Test per ASTM E 987 5.3.6.3 Top Sash In operating direction - 320 N (70 lbs) Meeting rail 1.5 mm (0.06") 11.43 mm (0.45") Top rail 1.5 mm (0.06") 11.43 mm (0.45") In remaining direction - 230 N (50 lbs) Left stile 0.8 mm (0.03") 11.43 mm (0.45") Right stile 0.8 mm (0.03") 11.43 mm (0.45") Bottom Sash In operating direction - 320 N (70 lbs) Meeting rail 1.5 mm (0.06") 11.43 mm (0.45") Bottom rail 1.5 mm (0.06") 11.43 mm (0.45") In remaining direction - 230 N (50 lbs) Left stile 0.8 mm (0.03") 11.43 mm (0.45") Right stile 0.8 mm (0.03") 11.43 mm (0.45") Optional Performance 4.3 Water Resistance per ASTM E 547 4.4.3.4 (with and without screen) 440 Pa(9.0 pst) No leakage No leakage 62609.02-501-47 Architectural Testing Page 8 of 10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen #2: H-LC45 1 l 18 x 1524* (44 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2160 Pa(45.0 psf) (positive) 10.7 mm (0.42") See Note#2 2160 Pa(45.0 psf) (negative) 14.7 mm (0.58") See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa(67.5 psf) (positive) 0.3 mm (0.01") 4.1 mm (0.16") max. 3240 Pa(67.5 psf) (negative) 1.5 mm (0.06") 4.1 mm (0.16") max. Test Specimen #3: H-LC55 914 x 1524* (36 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting rail) (Loads were held for 52 seconds) 2640 Pa (55.0 psf) (positive) 9.1 mm (0.36") See Note#2 2640 Pa(55.0 pso (negative) 7.6 mm (0.30") See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3960 Pa(82.5 psf) (positive) 1.5 mm (0.06") 3.3 mm (0.13") max. 3960 Pa(82.5 psf) (negative) 0.3 mm (0.01") 3.3 mm (0.l3") max. 62609.02-501-47 Architectural Testing Page Sof 10 Drawing Reference: The test specimen drawings have been reviewed by ATI and match the test specimen reported herein. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. ftiudy Signed for.Lynn George by Jenriler L DoWs Digitally Signed by:Michael L Mackereth Lynn George Michael L. Mackereth Project Manager Director- Operations LGJld Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(13) Florida Building Code Online Page 1 of 3 s icommunity Affairs: BCIS Home Log In Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff j BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1089-R1 Application Type Revision Code Version 2004 Application Status Approved R��IIIII 'I Comments ii I I EI Archived Z I i Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Marsh Fernbaugh mfernbaugh@alside.com Technical Representative Marsh Fernbaugh Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh@alside.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Referenced Standard and Year(of Standard) Standard ANSI/AAMA/NWDA 101 IS-2 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGmV 1tZ74a45 sZZ... 5/14/2008 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/14/2005 Date Validated 08/05/2005 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 ............._ -........__................ _ ...__................ _..._.._ Summary of Products FL# IlModel, Number or Name IDescription 1089.1 0201 FDP55; eplacement: 48x78 DP30, 44x77 DP35, 44x60 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: I Other: 0201:48x78 (1/8" annealed) DP30, 44x77 (1/8" Created by Independent Third Party: annealed) DP35, 44x60 (1/8" annealed)DP45, 36x72 (1/8" Evaluation Reports ( annealed) DP55 Created by Independent Third Party: 1089.2 0301 t ew Construction: 48x77 DP25, 44x77 DP30, 4, 6x72 DP50; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0301:48x77 (3/32" annealed) DP25, 44x77 (3/32" Created by Independent Third Party: annealed) DP30, 44x60 (3/32" annealed)DP35, 36x72 (3/32" Evaluation Reports annealed) DP50 Created by Independent Third Party: 1089.3 0401 Replacement: 48x78 DP25, 44x77 DP30, 44x60 DP35; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/ Verified By: Other: 0401:48x78 DP25 (1/8" annealed), 44x77 (1/8" Created by Independent Third Party: annealed) DP30, 44x60 (1/8" annealed)DP40, 36x72 (1/8" Evaluation Reports annealed) DP35 Created by Independent Third Party: 1089.4 0501 Replacement: 52x84 DP25, 44x77 DP40, 44x60 ( DP45 36x60 DP60; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0501:52x84 (1/8" annealed) DP25, 44x77 (1/8" Created by Independent Third Party: annealed) DP40, 44x60 (1/8" annealed)DP45, 36x72 (1/8" Evaluation Reports annealed) DP45, 36x60 (1/8" annealed) DP60 Created by Independent Third Party: 1089.5 0501 Replacement: 52x61 DP35; 1/8" glass,3 cam to tilt latch w/"H Key" Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Installation Instructions Impact Resistant: Design Pressure: +/- Verified By: Other: 0501:52x61 "C" package (1/8" annealed) DP35 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtwudLxnkwGmV 1tZ74a45 sZZ... 5/14/2008 Florida Building Code Online Page 3 of 3 i 1089.6 8001 Replacement: 44x77 DP30, 44x60 DP40, 36x72 glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 8001:44x77 DP30,44x60 DP40,36x72 DP40 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1089.7 9001 placement: 44x77 DP35, 44x60 DP50, 36x72 465; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: I Impact Resistant: Installation Instructions Design Pressure: +/ Verified By: Other: 9001:44x77 DP35,44x60 DP50,36x72 DP50,36x60 DP 65 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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,Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved. Copyright and Disclaimer Product Approval Accepts: ( � EE Babb http://www.floridabuilding.org/pr/pr_app__dtl.aspx?param=wGEVXQwtDgtwudLxnkwGmV ItZ74a45 sZZ... 5/14/2008 Ak Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT ALSIDE WINDOW COMPANY SERIES/MODEL: 02A0/S 140/S 144/5146 PRODUCT TYPE: PVC Single Hung Window Report No.: 70677.06-501-47 Test Dates: 01/17/07 Through: 01/31/07 Report Date: 12/18/07 Expiration Date: 01/31/11 1140 Lincoln Avenue Springdale, PA 15144 phone: 724-275-7100 fax: 724-275-7102 www.archtest.com Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT SUMMARY OF RESULTS Summary of Results Title Test Specimen#1 Test Specimen#2 Test Specimen#3 Primary Product Designator H-R15 1321 x 1981 H-LC25 1321 x 1981 H-LC30 1321 x.* 1549* 52x78 52x78 52x61 Design Pressure 720 Pa. 15.0 s 1200 Pa 25.0 s 1440 Pa 30.0 s Negative Design Pressure 720 Pa 15.0 s 1200 Pa 25.0 psq 1440 Pa 30.0 pso Operating Force in motion 135 N 30.0 lb 135 N 30.0 lb N/A Air Infiltration 0.7 L/s/m' 1.1 L/s/m Z N/A 0.14 cfm/ft 0.22 cfm/ft Canadian Air Infiltration/Exfiltration Level N/A N/A N/A Water Penetration Resistance Test Pressure 360 Pa 7.5 s 290 Pa 6.0 s N/A Uniform Load Structural Test Pressure ±1080 Pa. 22.5 s ±1800 Pa 37.5 s ±2160 Pa 45.0 s Forced Entry Resistance Grade 10 Grade 10 N/A Summary of Results Title Test Specimen#4 Test Specimen#5 Test Specimen#6 Primary Product Designator H-LC30 1118 x 1956 H-LC35 1118* 1524* H-LC40 914*1829* 44x77 44x60 36x72 Design Pressure 1440 Pa 30.0 s 1680 Pa 35.0 s 1920 Pa 40.0 s Negative Design Pressure 1440 Pa 30.0 s 1680 Pa 35.0 s 1920 Pa 40.0 s Operating Force in motion N/A N/A N/A Air Infiltration N/A N/A N/A Canadian Air Infiltration/Exfiltration Level N/A N/A N/A Water Penetration Resistance Test Pressure N/A N/A N/A Uniform Load Structural Test Pressure 1 ±2160 Pa 45.0 s ±2520 Pa 52.5 ps ±2880 Pa 60.0 pso Forced Entry Resistance I N/A N/A N/A 1140 Lincoln Avenue Springdale, PA 15144 phone: 724-275-7100 fax: 724-275-7102 www.archtest.com Ak Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT SUMMARY OF RESULTS Title Test S ecimen #7 Primary Product Designator H-LC50 914 x 1524* 36 x 60* Design Pressure 2400 Pa 50.0 s Negative Design Pressure 2400 Pa 50.0 pso Operating Force in motion N/A Air Infiltration N/A Canadian Air Infiltration/Exfiltration Level N/A Water Penetration Resistance Test Pressure N/A Uniform Load Structural Test Pressure ±3600 Pa 75.0 pso Forced Ent Resistance N/A Test Completion Date: 01/31/07 Reference must be made to Report No. 70677.06-501-47, dated 12/18/07 for complete test specimen description and data. Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: 70677.06-501-47 Test Dates: 01/17/07 Through: 01/31/07 Report Date: 12/18/07 Expiration Date: 01/31/11 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc.to witness tests on seven Series/Model 02AO/S 140/S 144/S 146, PVC single hung windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen#l: H-R15 1321 x 1981 (52 x 78); Test Specimen #2: H-LC25 1321 x 1981 (52 x 78); Test Specimen #3 H-LC30 1321 x 1549* (52 x 61*); Test Specimen #4: H-LC30 1118 x 1956 (44 x 77); Test Specimen #5: H-LC35 1118 x 1524* (44 x 60*); Test Specimen #6: H-LC40 914 x 1829* (36 x 72*); Test Specimen #7: H-LC50 914 x 1524* (36 x 60*). Test specimen description and results are reported herein. The sample was provided by the client. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specification: The test specimens were evaluated in accordance with AAMA/WDMA/CSA 101/I.S.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 02A0/S 140/S 144/S 146 Product Type: Poly Vinyl Chloride(PVC) Single Hung Window Ak 70677.06-501-47 Architectural Testing Page 2of14 Test Specimen Description: (Continued) Test Specimen#1: H-R15 1321 x 1981 (52 x 78) Overall Size: 1321 mm(52")wide by 1981 mm(78")high Sash Size: 1260 mm (49-5/8") wide by 972 mm(38-1/4")high Daylight Opening Size: 1197 mm(47-1/8")wide by 902 mm(35-1/2")high Screen Size: 1226 mm(28-1/4")wide by 972 mm(38-1/4") high Overall Area: 2.6 m2 (28.2 ft') Test Specimen#2: H-LC25 1321 x 1981 (52 x 78) Overall Size: 1321 mm(52") wide by 1981 mm(78")high Sash Size: 1260 mm(49-5/8")wide by 972 mm(38-1/4")high Daylight Opening Size: 1197 mm(47-1/8")wide by 902 mm(35-1/2")high Screen Size: 1226 mm(28-1/4")wide by 972 mm (38-1/4")high Overall Area: 2.6 m2 (28.2 11) Test Specimen#3: H-LC30 1321 x 1549* (52 x 61*) Overall Size: 1321 mm(52")wide by 1549 mm(61")high Sash Size: 1264 mm(49-3/4")wide by 756 mm(29-3/4")high Daylight Opening Size: 1200 mm(47-1/4")wide by 686 mm(27")high Overall Area: 2.0 m2 (22.0 ft2) Ak 70677.06-501-47 Architectural Testing Page 3 of 14 Test Specimen Description: (Continued) Test Specimen#4: H-LC30 1118 x 1956 (44 x 77) Overall Size: 1118 mm(44")wide by 1956 mm(77")high Sash Size: 1060 mm(41-3/4")wide by 962 mm(37-7/8")high Daylight Opening Size: 994 mm(39-1/8")wide by 889 mm(35")high Overall Area. 2.2 m2 (23.5 ft) Test Specimen#5: H-LC35 1118 x 1524* (44 x 60*) Overall Size: 1118 mm(44") wide by 1524 mm(60")high Sash Size: 1064 mm(41-7/8")wide by 745 mm(29-5/16")high Daylight Opening Size: 997 mm(39-1/4") wide by 673 mm(26-1/2") high Overall Area: 1.7 m2 (18.3 fl') Test Specimen#6: H-LC40 914 x 1829* (36 x 72*) Overall Size: 914 mm(36")wide by 1829 mm(72")high Sash Size: 860 mm(33-7/8")wide by 897 mm(35-5/16")high Daylight Opening Size: 791 mm(31-1/8")wide by 826 mm(32-1/2")high Overall Area: 1.7 m2 (18.0 ft2) Test Specimen#7: H-LC50 914 x 1524* (36 x 60*) Overall Size: 914 mm(36")wide by 1524 mm(60")high Sash Size: 857 mm(33-3/4")wide by 743 mm(29-1/4")high Daylight Opening Size: 794 mm(31-1/4")wide by 679 mm(26-3/4")high Overall Area: 1.4 m2 (15.0 ft2) 70677.06-501-47 Architectural Testing Page 4 of 14 Test Specimen Description: (Continued) The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: The sash was exterior glazed and the fixed lite was interior glazed with nominal 19 mm (3/4") thick, sealed insulating glass fabricated from two sheets of 2.5 mm (3/32") clear annealed glass, a "U" shaped steel spacer system embedded in sealant, single sealed. The insulating glass was set against a double-sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded corner construction. The fixed meeting rail was coped and fastened to the jambs using two screws at each end. Sash Construction: The PVC sash were assembled utilizing mitered and welded corner construction. Screen Construction: The screen was constructed with extruded aluminum. The corners were miter cut and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. Weatherstripping: Description Quantity Location 4.7 mm(0.187")backed by 2 Rows Sash stiles 6.6 mm(0.260")high pile with center fin 4.7 mm(0.187")backed by 1 Row Lock rail, exterior meeting rail 6.6 mm(0.260")high pile with center fin 4.7 mm(0.187")backed by 1 Row Sill, exterior meeting rail (exterior) 8.9 mm(0.350")high vinyl jacket/foam filled bulb 4.7 mm(0.187")backed by 1 Bottom rail 10.2 mm(0.400")diameter vinyl jacket/foam filled bulb Ak 70677.06-501-47 Architectural Testing Page 5 of 14 Test Specimen Description: (Continued) Hardware: Descriptio Quantit Location Metal cam lock and keeper 2 Lock rail,one 216 mm(8-1/2") (Test Units #1, 3, 4, 5, 6, 7) in from each end Metal cam lock and keeper 1 Lock rail, at mid-span (Test Unit#2) Constant force balance system 2 One per jamb with locking tilt shoes Plastic tilt latches 2 Lock rail one at each end Cast metal tilt pins 2 Bottom rail, one at each end Drainage: Description Quantity Location 25.4 mm(1")wide by 4.7 mm 2 Exterior face of sill, one at (3/16") high weepslot(with flap) each end 25 mm(I")wide by 2 Intermediate sill wall,one 4.7 mm(3/16") high weepslot at each end 31.8 mm(1-1/4")wide by 4 Sill/interior jamb track, 12.7 mm(1/2")deep weepslot one at each end 12.7 mm(1/2")wide by 2 Sill screen track, one 4.7 mm(3/16") high weepslot at each end 9.5 mm(3/8")wide by 2 Bottom sash rails, 4.8 mm(3/16")deep weepslot one at each end Ak 70677.06-50147 Architectural Testing Page 6 of 14 Test Specimen Description: (Continued) Reinforcement: Test Specimen #1: The lock rail contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference Drawing No. UY0095. The sash stiles contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by 0.059"), reference Drawing No. UY0094. Test Specimens #2 through #7: The lock rail contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" by 0.461" by 0.047"), reference Drawing No. UY0095. The bottom rail and sash stiles contained a custom shaped, formed steel reinforcement measuring 22.2 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" by 0.059"),reference Drawing No. UY0094. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the jambs to the buck using four #8 x 64 mm (2-1/2") long screws, one at the top and bottom of each jamb. The exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 150 mm (6") long void at each interior sill corner. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window frame. 70677.06-501-47 Architectural Testing Page 7 of 14 Test Results: The results are tabulated as follows: Paragraph Title of Test-Test Method Results Allowed Test Specimen #1: H-R15 1321 x 1981 (52 x 78) 5.3.1 Operating Force per ASTM E 2068 Open Initiate motion 144 N (32 lbf) N/A Maintain motion 135 N (30 lbf) 135 N (301bf) Close Initiate motion 45 N (10 lbf) N/A Maintain motion 68 N (15 lbf) 135 N (30 lbf) Locks Open 68 N (15 lbs) 100 N(22.5 lbs) Close 68 N (15 lbs) 100 N(22.5 lbs) Latches 5 N (1 lbf) 100 N(22.5 lbf) 5.3.2 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 0.7 L/s/m2 1.5 L/s/m2 (0.14 cfin/ft) (0.3 cfm/ft2 max.) Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/WDMA/CSA 101/I.S.2/A440-05 for air leakage resistance. 5.3.3 Water Penetration Resistance per ASTM E 547 (See Note #2) Note #2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 720 Pa(15.0 psf) (positive) 14.0 mm(0.55") See Note#3 720 Pa(15.0 psf)(negative) 15.0 mm(0.59") See Note #3 Note #3: The deflections reported are not limited by AAMA/WDMA/CSA 1011I.S.21A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 70677.06-501-47 Architectural Testing Page 8 of 14 Test Results: (Continued) ParaQrayh Title of Test-Test Method Results Allowed Test Specimen#1: H-R15 1321 x 1981 (52 x 78) (Continued) 5.3.4.3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1089 Pa(22.5 psf) (positive) 0.5 mm(0.02") 5.1 mm(0.20") 1080 Pa(22.5 psf) (negative) 1.5 mm(0.06") 5.1 mm(02.0") 5.3.5 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Tests Al through A7 No entry No entry Lock Hardware Manipulation Test No entry No entry Sash/Panel Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 5.3.6.3 Deglazing Test In operating direction-320 N(70 lbs) 0.8 mm(0.03") 11.4 mm(0.45")/90% 0.8 mm(0.03") 11.4 mm(0.45")/90% In remaining direction- 230 N(50 lbs) 0.3 mm(0.01") 11.4 mm(0.45")/90% 0.3 mm(0.01") 11.4 mm(0.45")/90% Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (with and without insect screen) 360 Pa(7.5 psf) No leakage No leakage 70677.06-501-47 Architectural Testing Page 9 of 14 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#2: H-LC25 1321 x 1981 (52 x 78) 5.3.1 Operating Force per ASTM E 2068 Open Initiate motion 144 N (32 lbf) N/A Maintain motion 135 N (30 lbf) 135 N (30 lbf) Close Initiate motion 45 N(10 lbf) N/A Maintain motion 68 N(151bf) 135 N (30 lbf) Locks Open 68 N (15 lbs) 100 N(22.5 lbs) Close 68 N (15 lbs) 100 N(22.5 lbs) Latches 5 N(1 IV) 100 N(22.5 lbf) 5.3.2 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 1.1 L/s/m2 1.5 L/s/m2 (0.22 cfm/ft2) (0.3 cfin/ft2 max.) Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMAIWDMA/CSA 1011I.S.2/A440-05 for air leakage resistance. 5.3.3 Water Penetration Resistance per ASTM E 547 (See Note#2) 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1200 Pa(25.0 psf) (positive) 26.2 mm(1.03") See Note#3 1200 Pa(25.0 psf) (negative) 30.0 mm(1.18") See Note#3 5.3.4.3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1800 Pa(37.5 psf)(positive) 1.0 mm(0.04") 5.1 mm(0.20") 1800 Pa(37.5 psf)(negative) 2.3 mm(0.09") 5.1 mm(02.0") 70677.06-501-47 Architectural Testing Page 10 of 14 Test Results: (Continued) Parag_ranh Title of Test-Test Method Results Allowed Test Specimen #2: H-LC25 1321 x 1981 (52 x 78)(Continued) 5.3.5 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Tests A 1 through A7 No entry No entry Lock Hardware Manipulation Test No entry No entry Sash/Panel Manipulation Test No entry No entry Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (with and without insect screen) 290 Pa(6.0 psf) No leakage No leakage Test Specimen#3: H-LC30 1321 x 1549* (52 x 61*) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1440 Pa(30.0 psf) (positive) 31.2 mm(1.23") See Note#3 1440 Pa(30.0 psf) (negative) 33.5 mm(1.32") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2160 Pa(45.0 psf) (positive) 2.8 mm(0.11") 5.1 mm(0.20")max. 2160 Pa(45.0 psf) (negative) 5.1 mm(0.20") 5.1 mm(0.20")max. 70677.06-501-47 Architectural Testing Page 11 of 14 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#4: H-LC30 1118 x 1956 (44 x 77) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1440 Pa(30.0 psf) (positive) 15.5 mm(0.61") See Note#3 1440 Pa(30.0 psf) (negative) 21.3 mm(0.84") See Note #3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2160 Pa(45.0 psf) (positive) 1.5 mm(0.06") 4.3 mm(0.17')max. 2160 Pa(45.0 psf) (negative) 2.0 mm(0.08") 4.3 mm(0.17')max. Test Specimen#5: H-LC35 1118 x 1524* (44 x 60*) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1680 Pa(35.0 psf) (positive) 15.2 mm(0.60") See Note#3 1680 Pa(35.0 psf) (negative) 16.0 mm(0.63") See Note #3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2520 Pa(52.5 psf) (positive) 2.3 mm(0.09") 4.3 mm(0.17")max. 2520 Pa(52.5 psf) (negative) 2.3 mm(0.09") 4.3 mm(0.17")max. ,70677.06-501-47 Architectural Testing Page 12 of 14 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#6: H-LC40 914 x 1829* (36 x 72*) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 1920 Pa(40.0 psf) (positive) 8.6 mm(0.34") See Note#3 1920 Pa(40.0 psf) (negative) 10.9 mm(0.43") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2880 Pa(60.0 psf) (positive) 1.0 mm(0.04") 43.5 mm(0.14")max. 2880 Pa(60.0 psf) (negative) 1.0 mm(0.04") 3.5 mm(0.14")max. Test Specimen#7: H-LC50 914 x 1524* (36 x 60*) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the exterior meeting rail) (Loads were held for 10 seconds) 2400 Pa(50.0 psf) (positive) 9.7 mm(0.38") See Note#3 2400 Pa(50.0 psf) (negative) 10.9 mm(0.43") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3600 Pa(75.0 psf)(positive) 1.5 mm(0.06") 43.5 mm(0.14")max. 3600 Pa(75.0 psf) (negative) 1.0 mm(0.04") 3.5 mm(0.14")max. Ak 70677.06-501-47 Architectural Testing Page 13 of 14 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing, Inc. and match the test specimen reported herein. Detailed drawings, data sheets,representative samples of test specimens, a copy of this report,or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. DiWwt tor.Lynn George Sandy L Dr-- Digbily Signed by:Wtml L Nvekweih Lynn George Michael L. Mackereth Project Manager Director-Operations Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(12) i Florida Building Code Online Page 1 of 3 CFLORJO } ommunity Affairs w BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Seat a` Product Approval USER: Public User Product Approval Menu > Product or Application Search >Application List>Application Detail FL # FL1093-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived OFFICE OF THE SECRETARY Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Marsh Fernbaugh mfernbaugh@alside.com Technical Representative Marsh Fernbaugh Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh@alside.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Referenced Standard and Year (of Standard) Standard Year ANSI/AAMA/NWDA 101 IS-2 1997 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvihT9G9wJlk3 J%2fMmLh%2f... 5/14/2008 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/14/2005 Date Validated 08/05/2005 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 Summary of Products FL # IModel, Number or Name Description 1093.1 0100 New Construction: 52x77 DP25; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0100:52x77 (1/8" annealed) DP25 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1093.2 110100 New Construction: 48x77 DP25; 3/32" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0100:48x77 (3/32" glass) DP25 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1093.3O1HP New Construction: 52x77 DP30, 52x61 DP35, 44x60 DP45, 36x72 DP55; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: O1HP:52x77 (1/8" annealed) DP30, 52x61 Created by Independent Third Party: (1/8" annealed) DP35, 44x60 (1/8" annealed) Evaluation Reports DP45, 36x72 (1/8" annealed) DP55 Created by Independent Third Party: 1093.4 02AO Replacement: 52x78 DP, 52x61 DP35, 44x77 DP30, 44x60 DP35, 36x72 DP40, 36x60 DP50; 3/32" glass I Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 02A0:52x78 (3/32" annealed) DP25, Created by Independent Third Party: 52x61 (3/32" annealed) DP35, 44x77 (3/32" Evaluation Reports annealed) DP30, 44x60 (3/32" annealed) DP35, Created by Independent Third Party: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJ1k3J%2fMmLh%2f... 5/14/2008 Florida Building Code Online Page 3 of 3 13602 (3/32" annealed) DP40,'36x60 (3/32" II annealed) DP50 f 1093.5 07HP Replacement: 5207 DP30, 52x61 DP35, 44x60 DP45, 3602 DP55; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 07HP:5207 (1/8" annealed) DP30, 52x61 Created by Independent Third Party: (1/8" annealed) DP35, 44x60 (1/8" annealed) Evaluation Reports DP45, 3602 (1/8" annealed) DP55 Created by Independent Third Party: Back I 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, Fax(850)414-8436 ©2000-2005 The State of Florida.All rights reserved. Copyright and Disclaimer Product Approval Accepts: eGhec... G http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvihT9G9wJlk3J%2fMmLh%2f... 5/14/2008 ftyl�lr1 , City of Atlantic Beach PERMIT APPLICATION NUMBER Building Department r sci (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 L3�> E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: BUILDING PERMIT REVIEW AND TRACKING FORM Department review required Yes No Property Address: 572 1,a Wra wilding Applicant: lila u) k)o rLd Zoning Public Works Project: ` Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APP ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: S'-J9-0r PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: [—]Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH IS j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000694 Date 5/19/09 Property Address . . . . . . 572 SEASPRAY AVE Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BILLINI AIR EXCELLANCE INSTALLATION 572 SEASPRAY AVENUE AND SERVICE INC ATLANTIC BEACH FL 32233 3813 BALD EAGLE LA JACKSONVILLE FL 32257 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/15/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,. CITY OFATLAKMBEACH 09- I I I I I IW SBM E RCAD..AT7LA1FIfn9�BEACR FL isGFFRCE( W- .F^x NO X402jg-5945 IUtDUS -- MECHANICAL PERMIT APPLICATION DWAL COUNTY 1.JOB ADDRESS= ^ A 17-IS THS-ASM M M+E1�F: 3.OATE. b`7,2 sE4 S�(v , AU� OYES PERAWTS -1 - U I errorrKElt l a.NAME ADDRESS IF u �� m JOB mss E� �L�L..L-�._L_ J �r� �3 0 NECH 6CAL COKTRACTTM- P.NAME OF COM PAW 8 ADDRESS.:. L2 C xrCE LLFSAIC E J 14 LD i=AE✓LE LSI 3��S 9.STATE OF FLORIDA 1CENSE ND: ^ � ✓ D� 1Q_ � - �� 91_FAX NO_: /�(J "� Z 12 SM Ad ADDREM — 13 OFFICEPHONE 14. ev-excedie+tic z'ax Cbme-ask, e� S Application is herebtr made to obtain a permit to do the work and installations as indicated. 1 certify that al wlork vA be performed to meet the standards of al laves reguiAM construction in this Misdretion- This pertmit becomes nuA and void if work is not Commenced within sic(6) months,or if construction or work is suspended nded or abandoned for a period of sic(6)months at arty after work is commenced- CONTRACTORS SMWATURE 11C CLASS OF TAIML s-BtRDw1iE17.BERVIM- CIRNEMT CODE ❑NEW INSTALLATION ❑NEW ❑RESIDENTIAL. ❑'06 FLORIDA BUILDING CODE- ,kCkEPLACEMENT OF EXISTING SYSTEM XEXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR faECN ❑OOTHERAKIC E EOt11PMERT To BE W'STAL1Jg 19.HEAT: ❑SPACE ❑RECESSED tUENTRAL ❑FLOOR BURNERS: 20.AIR CONDITIONING: ❑ROOM ENTRAL 21.DUCT SYSTEM: MATERIAL. THICKNESS: MAX CAPACITY.- Cfm 22 REFRIGERATION: MAX CAPACITY. din 23.COOUNG TOWER: CAPACITY= gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.UFT SYSTEM: ELEVATOR MANLIFT_ ESCALATOR. AUTOLIFT 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑PUMP ❑WELL ❑PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HE ATER 30.OTHER-SPECIFY: SOLAR"EATING, 80R EIM I W*aE[) PRESSURE VESSEL HEAT EKCH89UNG6R OR COOL IN DUCTS ETC ALOE FOR OTHER ITEMS: 31.COOLMS EQUrl®ti: NUMBER APPROVING OF UNITS DESCRIPTION MODEL 3 MANUFACTURER TONS AGENCY I dI)" S =R 14E,197- RAP I ° --R/WF- VL RANFsz IMAI=90 W%IM: NUMBER FURNACES, OF UNITS DESCRIPTION MODEL t MANUFACTURER BTU AGENCY EAlJAtJDLCftL LK t t r.41 r 7ZM E- XL TAMM APPIR NUMBER GALLONS CONTAINED MANUFACTURER SERIAL AGENCY BLDGM Pt'App aftm Waft REQ 12MOMM CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING _ ! 800 SSEMMOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION _ Permit Number- 19766 Address: 572 SEASPRAY AVENUE Permit Type: SCREEN ENCLOSURE I ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION iTownship: 0 Range: 0 Book: 35 Proposed Use: SINGLE FAMILY Lot(s):30 Block: 4 Section:0 Square Feet: Subdivision: SEASPRAY Est. Value: Parcel Number: Improv. Cost: 1,774.00 - OWNER INFORMATION- Date Issued: 3/21/2000 Name: GREG BILLINI Total Fees: 30.00 Address: 572 SEASPRAY AVENUE Amount Paid: 30.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/21/2000 Phone: (904)246-1309 Work Desc: ALUMINUM SCREEN ROM C APPEM- QN"FEES CONTRACTO SOUTHERN HOME PRODUCTS, INC. PERMIT 30.00 FOOTING FINAL 13UILDING NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,ARED UP AND HAULED AWAY 8Y EITHER ER ON TRACTOR OR OWNER THIS WOK MUST NOT BE IN PUBLIC SPACE,AND MUST BE CL "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. 133.88 14 Date: 3/22/83 31 Receipt: M44437 CHECKS 259 33138383221883 AT TIC BEACH EYUILDING D T. RECEIVED_ MAR 13 2000 City or Atlantic Beach CITY OF ATLANTIC .BEACH Qullding and Zoning PERMIT APPLICATION REMODEL, ADDITJONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s): c`T c Job Address : 2? �P�2�}!y149-yne Lot -Block ot-� Subdivision: 'Se/� Contractor. S"u(a/d,/( State Gcenx d Z 17 J Address : 5100kadL f—.n Phone No: r7 O -( 241 t City JAU State Ft. _ Zip Codt 2 A 33 Describe work to be done: Iiia I Present use of building: ) Valuation of Proposed Construction: / 77 Proposed use: /v 6',, Is this an addition? S U yes, what are the dimension of the added space : fy ft X ft. Will the added area be heAted and cooled? /LF'6 New -lectrical (or increase)? New plumbing fzture3 ? /D New fireplace? al-D New Eleat(AC? X'o SUBMIT THREE(COMMER(:LAI.) TWO (RF.SIDENTL4L) COMPLETE SETS OF PIANS, INCL UDINC SITE PLAN, SURVEY, ENMITY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWIVER/CONTWACTOILS AFFIDAVIT, IF OWNERS IS CONTRACTORS. 2 Signature OWNER: ,2Date: Signature CONTRACTO --- Date: AS TO OWNER: l�ER Sworn to and subscribed before me this da tBFl�Ua�E m �7- G CC 645531 NOTXRY PUS AS TO CONTRACTOR: AP PRALPH BAUER� Sworn to and subscribed beton me this day of otypublic, StalorttTa— o Sion �o.CC 645531 Y its^ipr expires 5/3/2001 T PUBLIC ' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address S- 7 2- Date Date Heated Sauare Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = S TOTAL VALUATION : $ V, On Total Valuation 1st $ 77 $ r Remaining Value $S per thousand or portion thereof TOTAL BUILDING FEE $ Z + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP $ ( ) RADON (HRS) . 0050 S SECTION, H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE S O , ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 ROOF AND/OR TABLE 3.1.2 MINIMUM 3-1/2" 'LW' SLAB ON GRADE OR FOR MAX. 2 RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH 1" x 2" FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM t LW -- -- P/2 SOLID ROOF O.H. EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE (SEE TABLES) P = PROJECTION FROM BLDG. VARIES LW = LOAD WIDTH t-- P VARIES E o CH PR�v BEN C1tYof► 4j�N°�FF�cE TYPICAL SCREEN / GLASS ROOM SCALE: 1/4" = l'-0" MPR f NOTES: ANCHOR 1"x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4 RETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1"x 2" TO WALL WITH 2-1/2"#10 SHEET METAL SCREWS WITH WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND#10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,P E 77 SECTION 3 SCREEN, VINYL & GLASS ROOMS SPANS PER TABLES SOLID ROOF STRUCTURAL OR PAN ,A ,H. . VARIES VARIES - UPRIGHT HEIGHTS TYPICAL FLAT ROOF ENCLOSURE SCALE: 1/8" = 1'-0" USE BEAM TO WALL DETAIL I I 'A, 'H' i VARIES VARIES TYPICAL GABLE ROOF ENCLOSURE SCALE: 1/8" = 1'-0" Lawrence E.. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 78 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERM;SSION OF LAWRENCE E BENNETT P E SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID ROOF WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADER GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS CONVENTIONAL FRAMING OR ALUMINUM FRAME SYSTEM AS MINIMUM SHEET ONE SIDE FOR SCREEN ROOM AND BOTH SIDES FOR GLASS ROOM. USE STANDARD NAIL OR SCREEN PATTERNS FOR ANCHORING. ALUMINUM SHEETING OR VINYL a" GLASS ROOM WALL SECTION SCALE: 1" = V-0" SOLID COVER EDGE BEAM MINIMUM 2"x 2"x 0.032" -�- (TYPICAL) MAXIMUM WIDTH U) ,EDGE BEAM SPAN ui SHEETING MINIMUM ONE SIDE ROUGH OPENING' WITH NO HEADE 912"x 2" SLAB 3-1/2" MINIMUM VARIES (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL SCALE: 1/4" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E 79 SCREEN, VINYL & GLASS ROOMS SECTION 3 BE ALTERNATE CONNECTION (2)#10 x 1" S. M S INTO — DETAIL 2" x 2" x 0.063" ANGLE SCREW SLOTS CONNECT UPRIGHT @ BEAM HEADER AND CHAIR RAIL ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" ANGLE CLIPS MAY BE CONCRETE ANCHORS WITHIN SUBSTITUTED FOR INTERNAL 6" OF EACH SIDE OF EACH SCREW SYSTEMS POST AND 24" O.C. MAX. 1" x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI I a 1 I 1-1/8" MIN. IN CONCRETE CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SCALE 1/4" = 1" 2" x 2" OR 2" x 3" OR 2" SMB POST (4)#10 x 1/2" S.M.S. EACH SIDE OF POST 0 0 HEADER BEAM O 0 H-BAR OR GUSSET PLATE ANCHOR 1"x 2" PLATE TO CONCRETE WITH 1/4"x 2-1/2" CONCRETE 2" x 2"x 1/16"ANGLE EACH SIDE ANCHORS WITHIN 6" OF EACH SIDE ATTACH TO POST AND CONCRETE OF EACH POST AT 24" O.C. MAX. AT LOAD BEARING WALL WITH OR THROUGH ANGLE AT 24" O.C. MAX. (2)#10 x 1/2" S.M.S. EACH SIDE 1" x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI CONIC. A a ° a 1-1/8" MIN. IN CONCRETE 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P 0 BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E 81 SECTION 3 SCREEN, VINYL & GLASS ROOMS EDGE BEAM SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (2)#10 x 1-1/2" 1"x 2" OPEN BACK ATTACHED S.M.S. TO FRONT POST W/#10 x 2" S.M.S. MAX. 6" FROM EACH PURLIN AND 24" O.C. SIDE WALL PURLINS FRONT WALL PURLIN ATTACHED TO 1" x 2" OPEN C BACK W` MIN. (2)#10 x 1-1 '2" S M.S IN SCREW BOSSES I FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1i4" MASONRY QUICK SET @ 6" FROM EACH POST AND 24" 0. C. MAX. AND WALLS MIN 1" FROM EDGE OF CONCRETE a e I I A e a e TYPICAL CORNER DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 82 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,P E SECTION 3 SCREEN, VINYL & GLASS ROOMS RIDGE CAP #8 x 1/2" (3) PER PANEL #8x1/2" @24" O. C. „ROOF L(Li Q x Lu N m x X CV ci BEAM SUPPORT STUDS .x tx (TYPICAL) RECEIVING CHANNEL (6)#8 x 1/2" S M S. TO STUD AND (8) — #8 x 1/2" S. M. S. TO BEAM / I P PN LLJ 3EP" u a x LL / X/ N � m O O 60" MAX O O 2" x 6" S. M. B. HEADER O O ALTERNATIVE BEAM SUPPORT x fV O O GLASS ROOM FRAMING DETAIL 2 SCALE: 1/4" = 1" THE STRUCTURAL ADDITIONS AS SHOWN IN THIS ENGINEERING PACKAGE ARE DESIGNED TO BE MARRIED TO A MANUFACTURED HOME STRUCTURE. THE PIER SUPPORT SYSTEM FOR THE MANUFACTURED HOME UNIT AS REFERENCED BY THE DMV RULE 15C-2.0072 AND THE NATIONAL MANUFACTURED HOUSING CONSTRUCTION AND SAFETY STANDARDS ACT 3280.306 IS ADEQUATE TO SUPPORT THE ADDITIONAL STRUCTURAL LOAD TRANSMITTED TO THE MANUFACTURED HOME STRUCTURE BY THE STRUCTURE ADDITION. THE PAN SPANS SHOWN ARE CALCULATED ON THE WORST CASE LOAD OF WIND UPLIFT OR 20#/SQ. FT. LIVE LOAD Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P 0 BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 84 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E SCREEN, VINYL & GLASS ROOMS SECTION 3 so IOU 6" MAXIMUM [SOLID] ROOF PANELS (COMPOSITE OR TROUGH EDGE BEAM (2 x 3 HOLLOW TYPE) FASTEN PANELS TO = U EDGE BEAM PER DETAILS IN 0 � " SHOWN) SIZE PER TABLE 3 1 � w w U Z SECTION 7 AND/OR 3 > s Lu w SCREEN � a w = w Z (MAY FACE IN OR OUT) x _ w _ POST SELECT PER TABLE 3.2 ;o 0 USE 2 x 3 MINIMUM HOST STRUCTURE ROOFING FASCIA AND SUB-FASCIA 1/4"x 2" LAG SCREWS @ 24" 0. C. (MAX.) EACH STRAP 2" STRAP - LOCATE AND FASTEN DETAILS li 1/4"0 BOLT @ 24" O.C. MAX. WITHIN 6" OF EACH POST FASTEN 2 x 2 POST W/ (2) EACH #10 S.M.S. INTO SCREW SPLINES USE ANGLE EACH SIDE FOR 2 x 2 TO POST CONNECTION 36" MAX. WITH HOLLOW POST 5" SUPER GUTTER DISTANCE FROM 2"x 2"x 0.062"ANGLE EACH FASCIA TO HOST SIDE (3)EACH#8 S.M.S. EACH IF KNEE BRACE LENGTHL STRUCTURE LEG INTO POST AND INTO EXCEEDS TABLE 1.7 USE WITHOUT SITE GUTTER(MIN.) CANTILEVERED BEAM SPECIFIC CONNECTION DETAILS ENGINEERING SUPER GUTTER / RISER (OR TRANSOM) WALL @ FASCIA (WITH SOLID ROOF) SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7671774 FAX(904)767.6556 SEAL PAGE @ COPYRIGHT 1999 p NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E S5 SECTION 3 SCREEN, VINYL & GLASS ROOMS 5/16"0 GALVANIZED 'ALL ALUMINUM FRAME SCREEN THREAD' OR THREAD ALL' WALL EMBEDDED IN CONCRETE OR ROWLOCK FASTENED TO CONCRETE W/APPROVED CONCRETE ANCHOR @ 24" O.C. MAX. AND BRICK KNEEWALL TYPE S WITHIN 6"OF EACH UPRIGHT I MORTAR REQUIRED FOR OR APPROVED ALTERNATE LOAD BEARING BRICK WALL 1/4"x 6" RAWL TAPPER ALTERNATE CONNECTION OF THROUGH 1"x 2"AND SCREENED ENCLOSURE FOR ROWLOCK INTO FIRST BRICK OR OTHER NON- COURSE OF BRICKS _ _ _ STRUCTURAL KNEE WALL 1" 4" (NOMINAL) PATIO WIDE x 0.063" STRAP @ EACH CONCRETE SLAB W/6 x 6- POST FROM POST TO 1FOOTING W/(2)#10 x 314" 0 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE S. M. S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO (1)#5 0 BARS W/3" COVER SLAB OR FOOTING (TYPICAL) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: 1/2" = V-0" 2'-0" MIN. (1)#5 BAR CONT. BEFORE SLOPE % (1)#5 BAR CONT. — I m _ cv / . ;41�P7_ -•a— , I— °p - • IfEE TYPE I TYPE II TYPE III FLAT SLOPE /NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12" - 1'-10" > 1'-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II FOOTING IS REQUIRED. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS SCALE: 1/2" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P 0 BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 88 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E SCREEN, VINYL & GLASS ROOMS SECTION 3 ' Allowable Beam Spans -Hollow Extrusions for Screen and/or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 1 110 MPH 120 MPH 125 MPH 140 MPH Applied Load 17#ISq.Ft. 1 20#ISq.Ft. 23#/Sq.Ft. 26#ISq.Ft. Load Width 2"x 2"x 0.032" 5' 6 3„ 51-9- 5.-4„ 5'-0' 4.�.. 6' 5'-811 5'-3„ 4'-11" 4'-7" 4.2.. 7' 5'-3' 4'-10' 4'-6" 4'-3' 3'-'C' 8' 4'_11•• 4'-6• 4'-3" T-11" 3'-7' 9' 4'-B' 4'-3 3'-11,. 3'-9•• 3'_5• 10' 4'.5- 4•-1 3'9.. 3'-7- 3'-3,. 11' 4'-2" 3'-10" 3-7" 3' S" 3-1 12' 4 0' 1 T-15" 3.5•• T-3 2-11' Load Width 2"x 2"x 0.036" 5' 6'-9" 6'-3" 5'-10" 5'-6" 4-11 6 6'-2" 51-8*' 5.-4„ 5-0" 4'.6' 7 5'-9 5'-3' 4'-11' 4-8" 4-2. 8' 5'-4' 4'-11" 4'-7' 4'-4* 3 1, 9' 5'-11 4.8. 4 4., 4 3-8 10' 4'-9' 4.-6., 4.-1. 3-10 3-6 11' 4'-7" 4% 3'-11' 3'-8" 3-4' 12' 4-4 4,-0 3-9 3-6 3-2 Load Width 2"x2`x 0.044" 5' 7 5' 6-10' 6-41, 5'-11" 5' S" 6' 6'9., 6 3" 5-4,0.. 5'-6'. 4'-11 7' 6'-3 5.-9. 5'-4' 5'-1.. 4.7 8' 5'-10" 5'-5" 5.0 4'-9 4-3 9' S 1.. 4'-9.. 4'-5., 4-0. 10' 5'-3" 1 4'-10 4'_6.. 4 3,. 3 ,C.. 11' 4'-11 4-71 4-3 4-0 3 8. 12, 4'9„ 4'-5 1 4'-1" 3'-10' 3 6. Load'Width 2"x 2"x 0.055" 5' 8'-1" 7-5„ 6•.11" 6-6" 5-11•. 6• T-5" 5'-10' 6'-4" 5'-11" 5'-5' 7' 6,-10„ 6-4., 5'-10" 5'-6" 4'-11.. 8' 6.5.. 5'-11' 5'-6" 5'-2" 4.8.. 9' 6.0• 5'-7' 5'.2' 4'-10' 4. 5. 10, 5-9, 5'-3 4'-11' 4'-7' 4.2. 11' 5'-5' 5.0.. 4'8' 4' 5,. 3- 12' 5'-3- 4'-10" f 4'-6" 4'-3" 3'-10.. Example: For 2'x 2"x 0 044"Extrusion beam span is distance between uprights,to enter table roof panel prolect.on of 14'-0'find load width, L W = 1472+2'O H =9'Enter table on left under load width Load Width=9'-0". Read span under appropriateload LiveiveLoad @ 17#/Sq Ft.1102 M.P.H. Load Beam Span= Note: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M P H wind load requirements to the above upright saes increases the strength so that additional framing is not required Tables assume extrusion oriented with longer extrusion dimension parallel to applied load Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4368,SOUTH DAYTONA•FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL PAGE C COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT.P E �� SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Beam Spans -Hollow Extrusions for Screen and/or Vinyl [Open) Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load 17#ISq.Ft. 20#ISq.Ft. 23#ISq.Ft. 26#/Sq.Ft. 32#/Sq.Ft. Load Width 3"x 2"x 0.050" 5' 91-51, 81.81, 8•.1. T.7" 6' 8'-7" T-11" 7'-4" 6'.11'. 6'-3" T-11" 6'-10" 6-5" 5-9" 6 7'-5" 6'-10" 6'-5" 6-0" 5-5' 9' 7'-0" 6'-0" 5'-8" 5.1" 10' 6'-8" 6'-1" 5'-9" 5'-4" 4'•10' 11' 6-4" 5'•10" 5'-`_ 5'-1" 4 7' 12' 6'-r' 5'.7' 5.3" 4'•11 4-5 Load Width 3-'-'x 2"x 0.070" 5' 10. 1.. 9-4- 8-8, 8 2.. 7-4 61 9'-3" 8'-6" 7'-11' 7'-6" 6'-9 7' 8'-7'* 7'•11 7'-4" 8'_11" 6' 3' 8' T.11" 7'-4" 6'-11" 6'-6" 5.10" 9' 7'-6" 6'-11" 6'-6" 6'-1" 5'6' 10' 7'-2" 6'-7" 6'-2" 5'-9" 5 3 11' 6'-10" 1 6'.3" 5'•10" 5'-6" 4'•11" 12' 6'-6' 1 6'-0" 5'-7" 5'-3 4'•9 Load Width 2"x 3"x 0.050" 5' 11.-1" 10'.3" 9'-7" 6' 10'2" 9'-4" 8'9" 8'-2" 7'5" 7' 91-5- 8'-81 8' 1" 7'-7" 6-10 8' 8'-9" 8' 1" T-7" 7' 1" 6'-5" 9' 8'-3" T-8" 7'-1" 6-81, 6'-0" 10' 7'.10 7'.3 6•.9 6 4" 5'•9 11' 7'-6" 6'-11" 6'-5" 6'•1' 5-6 12' T-2" 6'-7" 6'-2" 5'-10" 5'-3" Load Width 2"x 4"x 0.050" 5' 13'9" 12'-8' 11'-10" 1V-1- 6' ' 1-6' 12'7" 11'.7" 10'-9" 10'-2" 9'-2- 7' 11'.7" 101.8., 9'-11" 9'-5" 8'-6" 8' 10'•10" 10'-0" 9'-4" 8'-9" T-11" 9' 10'-3" 9'-5" 8'-10" 8'-3" T-E 10' 9'-9 8'-11" 8'-4" 7'-10' 7-1 11' 9'-3" 8'-6" 7'-11" 7'-6" 6-9- 12' 8' 10„ 8'-2" 7'-8" 7.4' 6-6 Note: Glass Rooms. The addition of aluminum frame windows with glass panes that are designed to 110 M P H wind load requirements to the above upright sizes increases the strength so that additional framing is not required Tables assume extrusion oriented with longer extrusion dimension parallel to applied load Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O BOX 4368.SOUTH DAYTONA,FL 32121' TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 90 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNE-7 P E SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2"x 2"x 0.032"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq.Ft. 23#/Sq.Ft. 26#/Sq.Ft. 29#/Sq. Ft. 36#/Sq Ft. 36" 9'-5" 8'-7" 8'-1" 7'-8' 6-10 42" 8'-9" T-11 7-5" T-1" 6 4 48" 8'-2" T-5" 5'.11" 6'-7' 5'-11" 54" T-6" 6'-11" 6'-T 6'-3" 5'-7- 60" T-4" 6'-8" 6'-3" 5'-11 5'-4 66" 6'-11` 6-4" 5'-11" 5'-6" 5'-1" 72" 6-8" 6'-1" 5'-8" 5'-5" 4'-1C 78" 6'-5' 5'-10" 5'-6" 5'-2" 4'-8" 84" 6'-2" 5'-T 5'-3" 4'-11` 4-6 901, 5'-1 r' 5'-5" 5'-t" 4-10 4-4 2"x 2"x 0.036"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq. Ft. 23#/Sq. Ft. 26#ISq. Ft. 29#IS Ft. 36#/Sq.Ft. 36" 10-3.. 9'-4' 8 9,. 8-3, —7-5- 42" s42" 9'6' 8'7' &.1.1 7-8 6' '1. 48" 8'-10" 8'-1" 7 7' 7-2 6'5" 54" 8-4 7 T 7'-2' 6-9, 5-1" 66" 7.7" 6'-11" 6-6" 6'-1` 5-6 72'' 7.3" 6.7. 6,-2,. 5-1 v. 5;-3 78" 6'-11" 6'-4" 5%11' 5'-8" 5'-1" 84" 6'-8' 6'-1" 5'-9" 5'-5" 4'-11" 90" 6'-6' 5' 1'" 5'-6" 5'-3" 4'-9' 2"x 2"x 0.044''Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 130 M.P.H. Width Applied Load 19#/Sq.Ft. 23#/Sq.Ft. 26#/Sq.Ft. 29#/Sq.Ft. 36#/Sq. Ft 36" 11'-2" 10'-2' 9'-7" 9'-1" 8 2" 42" 10'-4 9'-5" 8.10" 8'-5" 7'-6' 48" 9-8" 8'-10" 8'-3" 7'-1 C- T-1" 54 9'-2' 8'-4' 7' 10' T-5' 6'-B' 60" 8'-8" 7'-10' T-5" T-0" 6'-4' 66" 8'-3" T-6" 7'-1" 6'-8" 6'-0" 72" T-11" T-2" 6'-9" 6-5,. 5-5 78" 1 7'-T 6'-11" 6'-6 6-2" 5'-6' 84" 7'-4" 6'-8" 6'-3" 5'-11.' 5'-4 90" T-1" 6'-5" 6'-1" 5'-9" 5'Z Notes: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M P H wind load requirements to the above upright sizes increases the strength so that additional framing is not required Screen Splines on 3"side extrusion turned with 3"side parallel to sole plate Example: Sween panel width'W'=60 Maximum"H"for 8 2"x 2"x 0 036"Hollow Extrusion= Using screen panel width"W'(See typical glass room drawing),select upright height"H" required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O BOX 4368.SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 92 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E SENNET? P E SCREEN, VINYL & GLASS ROOMS SECTION 3 Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 Thi 2"x 2"x 0.055"Hollow Extrusion Wind Zone Load 102 td P.H. 110 M.P.H. 120 M P.H. 125 M.P.H. 140 M P.H. Width Applied Load 19#/Sq Ft. 23#/Sq Ft. 26#ISq Ft. 29#/Sq Ft. 36#/Sq Ft. 36" 12-3" 11 1" 10-5 9'.11" 8--11'. 42'' 1 1-4 10-3" 9-8 —9-2 8 Y 4B" 1r;'-7 9.7 9 1. 8-7 7.8 54'' 9.11 9'-1' 8'6" 8' 1" 7'3' 60" 9-6 8-7 8' 1" 7'-8" 6.11" 66" 9-0 8'-2 7'-9" 7.4 6'-7 72" 8'-8' 7'-10" 7'-5" 6-11" 6' 3" 78'' 8.4 77. 7 1 69 60. 84" 7-11 7 3 6'-10 1 6'-6` 5' 10. 90" 7-9 7'C' 6-7 1 6-3 5-7" 2"x 3"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 1 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#!Sq. FL 23#/Sq. Ft. 26#/Sq.Ft. 29#/Sq Ft. 36;1 Ft. 36" 16 10 15.3.. 14'4" 13 7 17 Y 42'' 15' 7" 14-2- 13 4' 12' 7' 11-4- 48'' 14 7" 13-3" 12-5 11'-9' —10'-7" 54' 13-9" 12'-6" 11 9 1M 1" 9-11- 60" 11-60" 13'-C 11'-10 11'-2' 10-6 9-6 66" 12 S 11 3 10-7 101" 9-0, 72'' 11'-11" 10-10" 10'-2' 9'-7" 8 8" 78'' 11 5 10-5 9-9 9-3 8'4' 84' 1 11 0 10-0' 9.5 8'-11" 8'-0' 90" 10.6 9-8 9 1` 8 7 7 5" 2'x 4"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M P.H. 120 M P.H 125 M.P H. 140 M.P H. Width Applied Load 19#!Sq Ft 23#/Sq Ft 26#/Sq Ft. 29# ,Sq Ft 36#/Sq. FL 35' 20-9 le-11' 17'9 16-10 15-1, 42' 1p-3 17 , 16.5 15 7" 1311 4F' 17-1" 16-4 15.5 14 7` 171" 54" 16-1 1' 15.5 14-6 13 '' 12-4- b0* 16' 1" 14-8- 13-9 13,0 1 r-8' 66, 15'4' 13-11' 13-1 12' 5' 11'-2' 72'' 14-8 13.4.. 12.7" 11 11 10-8- 78'' 0 B"78'' 14-r' 12-10' 12 1' 11' 5' 10 3 841, 1 13-7' 12-4 11 6 11'0' 90 1 13' 2 11' 11' 11 3" 10-8-- Notes 0 8Notes Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 Al P H wind load requirements to the above upright saes Increases the strength so that additional framing Is not required Using screen panel width"W'(See typical glass.room drawing),select upright required from the maximum height allowed for each extrusion Screen Splines on 3"side extrusion turned with 3"side parallel to sole plate Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P 0 BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL PAGE t� COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT.P E 93 SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0 050"Hollow Extrusion Wind Zone Load 102 M P.H. 110 M P.H 120 M.P.H. 125 M P H 140 M P H Width Applied Load 19 a/Sq, Ft 23#/Sq#/SFt 26#/Sq.Ft 29 N/Sq Ft 36 a/Scl Ft 36" 14'-2" 12.11' 12'-2" 11'-6' 10'.4 42" 13'-2' 11-11" 11'-3 10-8 9 48" 12-4" 11-2 10-E 9' 11" 8-11 54" 11..7.. 1 9 ill 9-5 8-s 60" 11'0" 1C'0 9 � 8-11" 8-0 66" 10-6, 9 E 8•1 r —8-6 7'-8 72" 101,11 9' 2 8'7" 8 2" 7.4 78" 9'-8" 6'-S 8'-3 7'-10 7' 0 84" 9'-4' 8'-5" 7-11" 7.6 6'•S 90" 8-11 b 2 i-b 7.3 et 3"x 2" x 0.070"Hollow Exlrus:on Wind ZonE Load 102 M P.H 110 M P H 120 M P H 125 M P H 130 M F H Width Applied Load 19 a/So Ft 23 a;Sa Ft 26 r:'Sq Ft. 29 u/Sq Ft 36 u/So Ft. 36' 15-4 13 13' 1 12t"- 42" 14'.2" !2-13 12-1- 11'-6 C 48" 133 12 1" 11'4. 10-S 5-8 54" 12'-6" 1 1'-4' 10-8 C 1 5-1 60'' 11'-1C 10-9 10-2' = 8- 66" 11-4. 10-3 9 c. 9-2 8'-3 72" 10-10' 9'-10 9-3` 8'-9' 7'-10 78" 10--5- 9'-5" 81-11'. 8-5" 7' 7' 84" 10'-0" 9'.1" 8'-7" 8'-1" 7'-3 90" 9'-8` 8.1C" 8.3" 7'-10' 7 C" Notes: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M P H wind load requirements to the above upright sizes Increases the strengtn so Inat additional framing is not required Using screen panel width"W'(See typical glass room drawing).select upright required from the maximum height allowed for each extrusion Screen Splines on 3"side extrusion turned with 3"side parallel to sole plate Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT. P O BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 94 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT.P E SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS (2)#5 BAR CONT 2--0" (MIN.) � - BEFORE.SLOPE (1)#5 BAR CONT. —111- L �I -TIT'-11V�F ;01 � 1 8.. 12 TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12"- V-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE BUILDING EXCEEDS 200 SQ. FT. 2. BUILDINGS OF 200 TO 400 SQ. FT. SHALL HAVE A TYPE 11 FOOTING 3 BUILDINGS OVER 400 SO FT SHALL HAVE TYPE III FOOTING 4. FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 1'VELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE III FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS SLAB-FOOTING DETAILS SCALE 112" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4368.SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 104 NOT TO BE REPRODUCED 1N WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E SECTION 7 SOLID ROOF PANEL PRODUCTS Allowable Spans for Riser Panels for Various Loads Aluminum Building Systems,Inc. Manufacturers Proprietary Products Aluminum Alloy 3105 H•28 1.114"x 12"x 0.019"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Ovemang Condn'on Region LoadNONE t'-0" 2'-0" 3'-0" 4-0` Region Load NONE 1.0" 2 C 3 0 1 4-C 102 M P H 17 7'-5' 7.-9' 8 5.. 9-T 1C-11' 102 M P . 29 .8- E.1. 6.•• E J '> ` 110 M P . 20 6'10' 7'-2" 7.11' S'-1' 10 7 110 M P H. 35 5 2- 5.- E 3-6 120MPH 23 6.5" 6 9' 7.7 5 9 tC3' 120MPH 41 4-' - - 125 M P H. 26 6.C'. 6'-4' 7.3.. 8-E 125 WP H 45 4.'- 4-1' - - 140 M.P.H 32 5.5- 5.-9'. 6 9.. 8.1' 9 E 140 M H 56 4 <-'- 5-P' c... 3"x 12"x 0.019"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Oveman5 Region Load NONE i'-0" =2'.03 4.0" Region Load NONE 1-0" 2-C- 3 G 1C2 MP H 17 ?' 13-2 _ 102 M P H 29tt0MPH 2C 14.5 110 M P.H. 35 9-r 9-3120MPH 2J 11.4- 13.9" 120 M.P.H 41 8-4 61;.21 13Q 125 M P H. 45 7.1•.. 8 3125 M P h. 26 C-E' 10-8"140 M P.H 32 9-6- 5-8' 12-E 1 140 M.P H. 56 2 _ 82 3"x 12"x 0.026"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Conmc,on Region Load NONE 1'A" 2'-0' 1-0" 4'-0" Regwn Load NONE 1.-0" 2 C 3'-C' 4-C 102 M P H 17 16-6' 1 16-11' 17'7" 16-4' 102 M P H 29 12-9' _ 13-" •4 110 M.P.H. 20 t5.2" 15-4' 159- 16'-4' 1'-2" 110 M.P H 35 11'-6" 11.8' <' 14 120 M.P.H 23 14'-2' 14-4' 14'-9" 15-5' 1E'-3' 120 M.P.H. 41 10.7- 1G 1C 11-4' 13.4' 125M.P.H. 26 13'-4' 13 E' 13'-11' 14'-7' 15.7' 125 M.P.H 45 10-2- 10-4" 10-i '2 "- 140 M P 32 12.0' t2-2' 1T-8- 13-5' 14.5' 1 140 M.P.H 56 9-1' 9-4' S 1C 3"x 12" x 0.032"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condmon Region Load NONE 1'-0" 2'-0" 1-1- 1 4'-0" Region Load NONE 1'-0" 2-C._ 3'-01 4.0' 102 M.P.H. 17 18-3 1 18'-4' 18.8- 19-3' 1911' 102 fill.H 29 13.11' 14.,.. 14E. `4 2' 1E.' 110 M.P.H. 20 16-10' 1 16.11' 17--4" 17-10- 18.6' 110 M H 35 12'-9' 1211` .3.4 14 120 M.P.H. 23 t5'-8' 15-10' 16 2' 16.10' 17.7- 120 M H. 41 11.9' 11-11' '2 5` .4 ' 125 M.P.H. 26 14'-9- 14'-11' 15-3" 15'-11` 169` 125 M.P.H 45 11.3 11.5 140 M P.H. 32 13'-4' 13'•5' 13'-t t' 14.7' 15'-6' 1 140 M.P.N. 56 10.1- 13.3 1G-:0 11 5 Note: Total roof panel width=room width plus wall width plus overhang Lawrence E. Bennett, P.E. A�k CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O BOX 4368,SOUTH DAYTONA.FL 32121 ALUMINUM BUILDING SYSTEMS TELEPHONE(904)7671774 1107 North Thomas Road,Leesojrg,FL 34746 FAX(904)767.6556 Telephone(352)787-7766 FAX(352)767.4517 Flonda 1.800-342-9077 Natrona 1.80G874-0002 SEAL PAGE © COPYRIGHT 1999 184 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNE" F E SOLID ROOF PANEL PRODUCTS SECTION 7 w Q 48" A.B.S. PRO-FAB 48" x 0.024" ROOF PANELS SCALE: 1/4" = 1" Allowable Spans for EZ-LOK Composite Roof Panels for Various Loads Aluminum Building Systems Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.1p Density. 3"x 48"x 0.024"Roof Panel with R Value of 11.58 0 en Buildings Enclosed Buildings Wind Applied Overhung Condition Wind Applied Ove Tang Condition Region Load NONE 1'-0" 7-0" 3'-0" Region Load NONE 1'-0" 7-0- T-0- 102 M.P.M. 17 18•11' 1 17'-4' 1T•11' 102 M.P.H. 29 12'.11' 13'-i' 13-C' 14'-3' 110 M.P.M. 20 15'-7' 15,b" 18--1- 18'-8' 110 M.P.H. 35 11'-9' 11'-11' 12'-5' 13'-2' 120 M.P.M. 23 14'.8' 1 15'-1' 15'-8' 120 M.P.M. 41 10'-10' 11'•1' 11'-T 12'-5' 125 M.P.M. 26 13'-8' 13'.10' 14'-3' 14'•11' 125 M.P.H. 45 10'-5' 10'.7' 11'-1' 11 1t' 140 M P,H 1 32 12'-4' 12'-8' 12'.11' 13'-e' 140 M.P.H. 56 94' 9-6' 10'Q' 11-r 4"x 48"x 0.024"Roof Panel with R Value of 15.44 0 an Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE t'-0- 2--0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0' 102 M.P.H. 17 18-2' 1 16'-4" 18.8' 19'-2' 102 M.P.H. 29 13'11' 14'.1' 1a-6- 1.5.2' 110 M.P.H 20 t6'-9' 116.11" 17.3- 17'-1C' 110 M.P.H. 35tT-8' 1210' 13-4- 14 120 M.P.M. 23 15'-8' 15'-9' 16-2- 16'-9' 120 M.P.H 11t1'-11- 12 5` t3': 125 M.P H 26 14-9- 1 14-10" 15-3- 15 11' 125 M.P.H. 45 l i' 2' 11-4' 11-11 '2 E 140 M.P.H. 32 13-3" 13'-5" 13.10' 14'-7' 140 M.P.H. 56 tC'-C' 1C11-e- 5"x 48"x 0.024"Roof Panel with R Value of 19.30 0 an Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0- Region Load NONE 1'-0" N2- 3'-0' 102 M M 17 20 5" 20-6" 20 1; 21.4' 102 M P 29 15'-8" 15'-9" 16-9- 110 M P H 20 t8-t0` 18-1t' 19.3 19-9' 110 M P H 35 14.3- 14 5 120 M P H 23 17'-7' 17-8" 180" 18-7- 120 M.P.H. 41 13-2" 13.4125 M P.H 26 16-6" 16.8 17-0' 17.7" 125 M.P.H. 45 12.7- 2.9' 13140 M P.H 32 14.11- 15-0" 15 5 16-1' 140 M.P.H. 56 11'-3- 11.5" .2 9- 6"x 48"x 0.024"Roof Panel with R Value of 23.16 0 an Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 7.0" 3%0" Region Load NONE 1'-0" 2--0- 3'-0" 102 M.P.H. 17 M-6' 22'-7' 22-10` 23'-4' [1410 102 M.P.H. 29 17.3' 17'-4' 17.8- 18-3' 11O M P H 20 20'-10' 21-2' 2t-7- 11O M.P.H. 35 15-8' 15.10" 16 2 1e.to120 M P H 23 19-6" 19.9' 20'-3' 120 M.P.H. 41 14.6' 14.8' 15 e' 125 M.P.H 26 18-a' 1e-e" 19.2' 125 M.P H. 45 1310' 13-11` 14 E140 M.P.M. 32 16'fi' 16-11' 17-6' M.P.H. 56 12 5' 12--7' 13-C 13 9 Notes: For Live Load+Dead Load requirements the following conversion applies For panel span use'Room Projection'+'Overhang'(See drawings) Panel span under wind load Is from attachment point on existing building to front wall add overhang desired to obtain total panel length. A�k Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT ALUMINUM BUILDING SYSTEMS P O BOX 4368.SOUTH DAYTONA,FL 32121 1107 North Thomas Road.Leesburg,FL 34748 TELEPHONE(904)767-4774 Telephone(352)787-7766 FAX(352)787.4517 FAX(904)767.6556 Flonda 1.800-342.9077 National 1-800-874-0002 SEAL PAGE Q COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,P E 185 SECTION 7 SOLID ROOF PANEL PRODUCTS 0 N 12" MATERIAL: 0.019", 0.022", 0.028", 0.030", OR 0.036" 3105 H-28 ALUMINUM ALLOY 12.00" x 2.50" SUPER PAN O ROOF PANELS (PATENT # 4,918,898) SCALE: 1/4" = 1" Allowable Spans for SUPER PAN®Panels for Various Loads Royal Aluminum, Inc. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 2.1/2"x 12"x 0.019"Panels Op en Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condrtior. Region Load NONE 1'-0" 2-0" 3'-0" Region Load NONE 1 1'-0" T-0" 3:6 102 M P H 17 13-3 13-5- 1 13.10- 147' 102 M P H 29 10:' 1,7,.4' . 110 M P H 20 12 3 12.5' I 12-t1- 13 8" 110 M.P.M. 35 5-T 9-6- 120 M P H 23 t!-5' tt.'" 12.1` 12 - 12C M H 41 0.71 8.9 9.5 -C.a- 125MPH 26 1C-9 C.t r _ 12.4' 125 M.P.H 45 87 8-5' 9-r t0 140 M H 32 9'-8- 1 9.11- 10-E' 11-5' 140 M.P.M. 56 7-4' 7 7' 2-1/2"x 12"x 0.022"Panels Op en Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condit1or. Region Load NONE V-0- 2'-0" 3'-0" Region Load NONE 1--0" 2'-0" x-o" 102 M P 17 14 3` 14.5* 14'-IC- 15.6- 102 M P 29 10.11• 11.1' 11'.8- 12_- 110 M.P H 20 132" 13-4• 13'-9- 14-6' 110 M.P.H 35 9 11- gl�� 2 10.9 120 M.P M 23 12'-3- 12.5- 12'11' 13.8' 120 M.P.H. 41 9--2- !00' ,125MPH26 11'6 11.9' 12'-3' 13.0- 125 M.P H 45 8 5 9-8- 1C-8140 M P.H 32 10-5' 10.7 11T 140 M P H 56 7'.!0- 8 !C' 9.1•.- 2.1/2"x 12"x 0.028"Panels en Buildings Eric osed w m s Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0'• Region Load NONE 1'-0" 2'-0" 3'-0" 102 M.P 17 16x1' 1 16 7- 17'-2' 102 M.P.H. 29 12'-4' 12'-6' 17lt- 13.8• 11OMPH 20 14-10" 14 11' 15.4' 15.11- 110 M.P.H. 35 11'.2' 11'•4' 11 11' 12.fi• 120 M.PH 23 13 10 14'.5' 15.1' 120 M.P.H 41 1C'-4' 10fi' t1. • 125 M P 26 !2'-n" 13.2 13.7 14.4' 125 M.P H 45 9.1 14C M P H 72 t2-4- 13.2- 110 MD H 56 fits 9 1` 0 9 to 8- "x12"x 3 ai Open Buildings Eric sed Wind Applied Overhang Condnion Wind Applied Overhang Condition Region Load NONE 1'-0" 24' Y-O' Region Load NONE 1'-0" 2'-0" 3'-0" 102 M H. 17 16--7' 16.9' 17'.1' 17'-8' 102 M.P.M. 29 129' 12-11' 13-4' 14.1' 110 M.P.H. 20 15'-4 15-5' 15-10' 16.5' 110 M.P.H. 35 1v-7' 11'-9' 12.3- 13'0' 120 M.P.H 23 14.3' 14'-5' 14'1C' 15'-6' 120 M.P.M. 41 10.8' 10 11' 11.5' 12 3' 125 M.P.H. 26 13.5' 13'-7' 14'-0' 14'-9' 125 M.P.H. 45 10'.3' t0'-5' 10'11' 140 M M 32 12.1' 12'-3' t2'-9' 13'fi' 140 M.P.H. 56 9'-2' 4-4• 9'-11' x 12"x 0.036" ane s en Buildings Eric osed ul In s Wind Applied Overhang Condition Wind ApplieOverhang Condition Region Load NONE 1'-0" 24" 3'-0- Region Load NONE 1'-0" 1 2'-0" 3'-0" 102 M.P.H. 17 1B'-2' 18.3' t8'-7' 19.1' 102 M.P.H. 29 13'mtt• 14.1• 14$- 11.2- 110 M.P.M. 20 16.9' 16.10' 17'•3' 17.-9- 110 M.P.N. 35 12-8' 12.10- 13-3' 14-0" 120 M.P.M. 23 15.7' 15.9' 16'•1' 16.9' 120 M.P.H. 41 11-8' 11-10' 12'-4' 13'2' 125 M.P.H. 26 14-•8' -14'-10' 15'-3' 15'-10' 125 M.P.M. 45 11'•2' 114' 11'•10' 128' 140 M.P.H. 72 1J'•3' 13'-5' 13'•10' 148' 140 M.P.H. 56 10'-0' 10'•2' 10'-9' 11'-8' Note: Total roof panel width=room width plus wall width plus overhang Lawrence E. Bennett, P.E. N CIVIL ENGINEER-DEVELOPMENT CONSULTANT U.S HIGHWAY 441 EAST P O BOX 895008 P O BOX 4368,SOUTH DAYTONA,FL 32121 LEESBURG,FL 34789-5008 TELEPHONE(904)767.4774 TELEPHONE; (904)787-4000 FAX: (904)787.6031 FAX(904)767.6556 FLORIDA 1-800-342-3622 SEAL NATIONAL 1-800-874-9065 PAGE © COPYRIGHT 1999 190 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNE7r P E SECTION 7 SOLID ROOF PANEL PRODUCTS Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3"x 12"x 0.019"Riser Panels Open Buildings Enclosed Buildings Wind Applied Over ang Condition Wind Applied Overhang Condition Re ion Load NONE 1'-0" 2'-0" Y-0" 4-0" Region Load NONE - 2'-0" 3'-0" 4'-0" 102 M P H. 17 10' 11" 11-2 11'-8 12-6 13-7" 102 M.P.H. 29 8-5 8-7' 9-4 10'-4` 11 7' 110 M P.H. 20 10-1" 10'-4" 10'-10' 11-9" 12'-11' 110 M.P.H. 35 T-8" 7-11" 8-7 9'-9" 11'-1" 120 M.P.H. 23 9'-5" 9-8 10'-T 11'.2" 12'-4' 120 M.P.H. 41 7•1" 7-4' 8-1 9-3 10.8 125 M.P.H. 26 8'-10" 9'-1" 9'-9" 10-8" 11'-11" 125 M.P.H. 45 6-9" 7'-0" 7'-10' 9,-0, 10' 140 M P.H. 32 7'-11" 8'-3" 8'-11" 9'-1 t" 1 V-4- 1 140 M.P.H. 56 6'-0" 5-4- 7'-3' 8'-6` 10 3"x 12"x 0.026"Riser Panels open Buildings Enclosed Buildings Wind Applied Over ang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE V-0" 2'-0" 3'-0'' 1 4'-0" 102 M.P H 17 13-11' 14'-1" 14'-6" 15'-2 16'-0" 102 M.P.H 29 10'8 10' 10" 11'.4 12'3 13-4 110 M P.H. 20 12'-10" 12'-11" 13'-5" 14'-2" 15'-V 110 M.P.H. 35 9-8 9.11" 10'-6 11'-5' 12 120 M.P.H. 23 t 1'-11" 12'•1" 12'-7" 13 4" 14'-5" 120 M.P.H. 41 B•11" 9-2" 9'-10' 10-9 12-C' 125 M.P.H. 26 11'3" 11' 5" 11' 11" 2'-9" 13'•10" 125 M.P.H. 45 8-7 8-9" 9'-5' 10-51 11 8 140 M.P.H 1 32 1 10'2" 10'4' 10 11" 12'-11' 1 140 M,P,H 1 56 7-8' 7'.11" 3"x 12" x 0.032"Riser Panels open Buildin s Enclosed Buildings Wind Applied Overhang Condition Wind Applied Over ang Condition Region Load NONE 1'-0" 1 2'-0" 3'-0" 4'-0" Region Load NONE V-0" 2'-0" 3'-0" 4'-0- 102 M.P H 17 15-5" 154" 16-6' 17'-4" 102 M.P.H. 29 11-9' 11'-11' 12-5 3-3 14-1 110 M.P.H 20 14'-2-' 14'4" 14'9' 15'5" 16'3' 110 M.P.H. 35 10-9" 10-11" 11_5' 12-3 13'-5" 120 M P.H. 23 13'•3' 13-5" 13'-10" 14'-6' 15'-6" 120 M.P.H. 41 9' 11" 10' 1" 10-8 11 7 12-5 125 M.P.H. 26 12'-5" 12'-7" 13'-1" 13'-10" 14•10" 125 M.P.H. 45 9'S" 9'8" 10 3' 11'2 12-5 140 M.P.H. 32 11--Y 11'-5" 11'-11" 12'-9" 13'-9" 140 M.P.H. 56 B'6" 8'9" 9-4 1 10-5 Note: Total roof panel width=room width plus wall width plus overhang Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3"x 12"x 0.019"Riser Panels Open Buildin s Enclosed Buildings Wind Applied Overhang Condition Wind Applied Over ang Condition Region Load NONE V-0- 2'-0" 3'-0" 4-0" Region Load NONE V-0" 2'-0" Y-0" 4'-0' 102 M.P.H. 17 12'9' 12 11" 13'-4' 14 1' 15-0 102 M.P.H. 29 9'-9' 9'-11" 10-6 11 5' 12 110 M,P.H 20 11 9' 11-11" 12'-5' 13.2 14'2' 110 M.P.H 35 8'•10" 9.11. 9 9 10-8 1• 11 120 M.P.H. 23 10-11" 11'-1" 11'•8" 12.6" 13'-7' 120 M.P.H. 41 8'-2" 8'-5" 9 ' 10'-2' 11'-5 125 M.P.H. 26 0'-3 10'6" 11'0" 11' 11' 13'0' 125 M.P.H 45 7 10 8-1 8-9 9-10' 1r.2 140 M P.H 32 9-'-" 9-6 10 1" 11--l" '2 3' 140 M.P H 56 ;-3 8 5-3 10-8 3' x 12''x 0 026"Riser Panels Open Buildin s Enclosed Buildings Wind Applied Overhang Condition Wind Applied Over ang Condition Region Load NONE V-0" 1 2'-0" 3'-0" 4'.0" Region Load NONE 1'-0" T-0" 3'-0" 4'-0" 102 M P.H 17 16 2" 16'-8' 17-3' 18.0 102 M.P.H 29 12-4 12'-6" 12-1'. 3 9 4 9 110 M.P.H. 20 14'-11" 1 '- 15'S" 16' 1' 16'.11" 110 M.P.H 35 11'-3" 11'.5" 11 1 12 9' 3 •3 120 M.P.H. 23 13-11" t4'S" 15' 1" 16'-0' 120 M.P.H. 41 10'-5' 10 7' 11'2 12-0 1T 125 M.P.H. 26 13'-1" 13'-2" 13'-8" 14'-4" 15'-4" 125 M.P.H. 45 9'•11" 10' 1" iD'8" 11'7' 12 9' 140 M P.H. 32 11-9" 11'-11" 12'-5" 13'-3" 14'-3" 140 M.P.H. 56 8' 11" 9'-1" 9'9" 10'9 -7-11 ' 3"x 12" x 0.032"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Over ang Condition Region Load NONE 1'-0'' 2'-0" 1 3'-0" 4'-0" Region Load NONE V-0" 2'-0" 1 3'-0'' 4'-0" 102 M.P.H. 17 17'.10" 17'-11" 18'-4" 18' 10" 19'-7" 102 M.P.H. 29 13-8 13'-10" 14.3 14-11- 15 10 110 M,P.H. 20 16'-6" 15'-7" 16-11' 17'-6" 18'-4' 110 M.P.H. 35 12-5' 12-7" 13-1- 13'-10' 14-10 120 M.P.H. 23 15'-4" 15'-6" 15'-11" 16'-6" 1T-4" 120 M.P.H. 41 11-6" 11'-8" 12'-2" 12'-11" 14'-0 125 M.P.H. 26 14-5 14'-7" 14'-11' 15'-8' 16'-6" 125 M.P.H. 45 10'-11" 11'.2" 11'8" ' 1 t2'63 7 140 M.P H 32 13'•0" 13'-2" 13'-8" 14'4" 15'-3" 140 M.P.H. 56 9'-10" 10'-1" 178" 11'-6" 12-8 Note: Total roof panel width=room width plus wall width plus overhang Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P 0 BOX 4368 SOUTH DAYTONA.FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 178 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E n11�� //3CITY OF 1Q 4A,&C P44CA-49" Office of Building Official / REQUEST FOR INSPECTION Date � �L Time �6 O \�ermit A. R V Received Job Addr, , Locali y Owner's me Contractor _ { BUILDI CONCRETE ELECTRICAL PLUMBING MECHANICAL ming Re Roofing ❑ \ Slab ng ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Insulation ❑ Lintel ❑ Temp Pole 1:1 Top Out ❑ Heating ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday pM Inspection Made A.M. Inspector . Final Inspection ertificate of Occupancy ❑ Date ESPOSITO & CHEEK 16002 07/12/99 MON 19:48 FAX 9046416659 SII I I.i ��i�trj, ,,,.I. 9 1-4 :•ltll' "+�" " ' W i gay: , MAp SHOWING BOUNDAR a NG TSURVEY OF LOT 30 BLOC�4 �� I ��AS RECORDED HE PLAT OF IN PLAT BOOK 35 , PAGE(S) 64 AND 64A OF THE CURRENT PUSL IC RECORDS OF DUVAL COUNTY. FLORID A. CERTIFIED TO: RECEIVED a. kILLINI•. ELILABETM 'SILLINY, LErIDERS SERVICE, INC. AND HomeSXDE LENDING, INC—MAR 13 2000 S IiM A S P R A R w AVENUE City of Atlantic Beech N 57'28'00" w 7518' (M) Building 1n �1 s7'2a•oo" w 75.00' (R) uning ,.. ' p • etArv�o:0�cE uae N en••r+r w �s .'• t•.: wR � •� �' 20' B.R.L �. C) Co14 . . - as.o' 1Z7' rA � �P. ..� .. ., .• � d� � qtr � ?Ep GDMtP£Tf �V 77GDP .t p•� n 1 STORY /'^� • 8 ,n Y stucco RNO. � D572E O U � � O l�0.4' ` I W 11+' o. AC o ' r�o c r, o o r4 C4 V1 N {'�IOFJ NLn OT 30 = -J BLOCK 4 a L1 b t-t• so' rAV9 6"T "R DAAINASC. U7 TWS AND 59WIRS — —— _ ,_... --- S 67'2$'00EO' (R)� LOT 26 E 74.93' (M) BLOCK 4 t- V Z0 t o O 20 o m LOT 25 J SGLrE� 6LpCK 4 etaB»AL t.8FJ1ioMGS ARE mss u �wt�Lx rALZ tMi� P� E Y O R,t 2 sTrni w F'4 —m' sm-ml we* La MI11MM4 FWI �[ AS wv3 oo�y �/ INC. DEIlItY'Itm FROM MM,A, FLOOD MAPS PAwwT11.�L-DA '17 7 - A $30CIATED $UR7EYOR5 C ..THIS IS A SIIRFACC WRNEYopa Y p��[1XIENT V1 � roomarm RP£$_, m&4omIIMCNTAV 3iIIaT1VE AFE&4 jr ANY. NOT LAND & KNO1NEER'No SURYEYX 4.,'ua' C A i P.O. wx 362017 is SURVEY WAS 6AAm ON LEGAL DEBCItIPTION* FURN'SN40 N+PnTHE j S CEDAR HILLS S 9oUL VARD2210 S. By r . TM ACKSO9 EFLJ2AIb1-6468 32RtO COVENANTS FtESTM CNS TM T MAY A CT'7S.oP FM WC%I1A7KK `v O CoMFICATE OF Aun-,2 GaMN NO. LB 0005486, 6.UNLESS OTHERt C& 3TATFD ALL IRON FOUND 41 !s v ?.NOT �u pU7 THE ■I1_14 AIA T11E OSAaMAL RA(rc)D YAL OF A HEREBY CERTIFY THIS SURVEY W1►S DONE UNDER MY 4 - aurs[T MK KO Aw ■OI a�iRK Oe) PIRECT 9tlF'ERVISION AVCS MEETS TIi$..IAINIµult TECHNICAL C? �x �Y OR Li 54" P, rPQKv4w, 7 � .I6p4E STANDARDS FOR LAN' SURVEYING FEURS►tATYF 70 ChtA F.S. a FGUND fAoN FW OA Pw-C '" OR /7N L-yA L� B 1 C N DA RADA MI NI C C 7�• ■ FOUMD CO4 Ckm MONUMCWT 1 IRS PPADKn �s �� µ R1oMT of wwr R-_ 7( CROSS CVT ON DRILL MOLE:Z �� ARE fYJ+C[ 1�1 MA P Wr Or RlVCAiE OURv� O--p �j I37: CN ES 6- F{ATCFfER / Y.C.0 PCM�i O� I.MIE Come- Q S �l FL.CJRIaA C£RtIFIC1.7E NO- 7771 - bo.�!!.L) DIJKDMI� ii DATE ^ p aFT,cuu R000Aos •OO1K -X C WIRMK Pm uo►^ jo Nt7. 2 SCAM: 1" 20' DRAFTER--Q"- __ a FA .•J&AtJrt3rJFlvti A1C t RFrEvED MAR 13 2000 City of Atlantic Beach Building and Zonin N Y j� f :FOR Cxf}CT u lZ}G N T r-Rl" Lo f ALL-- t o ppt�- O �D N 0 kx x N xx .v r ✓A�� sof r�r,�L B -4 X 10116 ►3 eti1 ---r--�,.=--- PREU$T FO OVERHANC75 i i � sn. 142.1 3xZX,c2� N2- y (1 3 _3 comPo5 ,TF -FLT o2 '-rHP x 4 x.02-4 &*Own Hans PmducW 11r. f I-jQ&W T. Uttaa ` �� CW 04TH9 t-� �1 DEPARTMENT OF PUBLIC WORKS Building and Zoning Inspection Division November 15, 1999 Q'1qC,,,CS MEMORANDUM ONIV-` �oQ° BULLETIN #G22-99 TO: All Licensed Contractors FROM: Thomas H. Goldsbury, P. E., Chief! Building Inspection Division SUBJECT: THIS IS A REVISION TO GI1-98-Clarification for Screen/Vinyl Enclosure Permits and Inspections. ITEM 4 HAS BEEN REVISED The following clarifications are effective for all referenced enclosures permitted after December 31, 1998. Type A: An enclosure with glass windows, insulated walls, with or without heat/air conditioning is considered an addition by the code. This type enclosure has certain structural requirements, requires footings and has certain electrical requirements. Type B: A screen enclosure or an enclosure with vinyl windows, is not considered an addition, and has different structural and electrical requirements. I. All applications for permit must include a completed copy of the attached form, Homeowner Enclosure Affidavit. The purpose of this form is to ensure that the homeowner is aware of any limitations of what is being permitted. 2. Type A enclosures must have footings under bearing walls(minimum twelve inches below grade, eight.inches wide) and must include electrical outlets per code. 3. Type A enclosures with HVAC must have energy forms submitted with plans. 4. BOTH Type A and Type B enclosures must have a light illuminating the outside entrance to the enclosure meeting the National Electric Code, along with an exterior outlet if existing outlet was enclosed. 5. Type B enclosures with less than a sixteen-foot roof span, do not require footings, and will only require a final inspection. However, pictures of the header channel and base receiver channel connections must be provided at the final inspection where fasteners are not visible. 6. For Type B enclosures being converted to a Type A enclosure, documentation must be submitted for plan review that verifies all structural elements meet code. HOMEOWNER ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted. Type A: An enclosure with glass windows, insulated walls, with or without heat/air conditioning is considered an addition by the code. This type enclosure has certain structural requirements, requires footings and has certain electrical requirements. T\•pel B: A screen enclosure or an enclosure with vinyl windows, is not considered an addition, Wand has different structural and electrical requirements. If you are installing a Type B enclosure, it'd be difficult to later retrofit to Type A. 3 2- 1 have read ve, and am aware I am installing a Type (home w er) P" BAUE A BH(check one) enclosure. fah R �oFFicI NOtarp F'tli;ds state OI Florida SEAL �9 Qom= Cnmmr; C 645 81 �� St2r.ature ei8 001 (homeowner) te) My Commission Expires: I BUILDING AND ZONING INSPECTION DIVISION ' I CITY OF ATLANTIC BEACH All-AN11C mPRACH, FLURtDk AAX3M APPLICATION FOR MECHANICAL PERMIT G-IN riVM8EA- KIPORTANT — Applicfinf rc cornpiefe al; iterns Irs sections I, 11,111, and IV. LOCATION Street Address:_ _._ _•(. ( . ? �G -� p/ � -.._—. __ _. _. --^ - _ ... _�= OF Intersetting Strolls: Between BUILDING Ii. IDENTIFICATION --- To be com,plr;ted by a!1 appliczinis . In conslgerotion of psrmit q•ven fo' do;nq t!-.e aurl. as das:riLed i, Iho 3t;=,e s'etr:,,en we Fereb� h?'"o to pt+rfo.m sad .cork i;i ottt'dan<.e will, the eita_h}d pitns en3 1pe:if;cot;ons rhi:h of, o port he-reel r.nd in e.u. da o .4.'F !!:e r_'ty of .!a:ks+;nviile Crd:nancns end st8nderds of good p•ecst.e tilted therein. Name of tlechrnkol � �C%nntrectcrt �_ I C•nhetlnr (Print) r Mailer JO + F . MEADE Property Owner &)N1, CAC 0 5 7 5 5 3 � r Slgneture of Or+Iter 3igr,•lur• of ..• or Engln•er w Avtherised Agent A.re6itecl _ �....�.._ ._.�. .. 101. GENERAL INFORMATION .�. .��.......-.—.— A• 1rp• of Meting fuel: �• --ii IS UTNEti CUH':+YaUCTIOM 841PiGDONE�� 60cwc THIS W(Ll INOOR SITEf O G•s...Q V 0 Nrturrl [] C•eN•I Utility Ir Yr?S, Gish; tiuM�N�fER or pCv fRUCTIOti ❑ Oil PERMIT ---•— I IV. 1A64°rhiMliC,Al. KUtFMiHT TO it IN53,A1L 0 - NA7'jylti OF WORK I (f,vride tomplal•list of eomposent,t on t,eok of this form) Re lde�1?It31 ar I] �.Omm9rClAi I Cl H64.1 0 Spec• 0 Rae+ssW Central 0 F1cc+r C�7,/Now Oulkling Q 11r Cr�ndrti8ningl �] ROOM ❑ C•ntrttl r �� iId Exleltno 601( inq I � Roplac+)rrlent Ot t:rIst{rtp tsysloal lF'-+met Systom; M•t•ri•I ? Q ❑ Naw 0810118fiCt+(NC Gy818111 Prt+vl;wely Inal+lled) Mekima+m rep•titp ..,,_�S.J,® e.f.m. i Extenolon or aej-on to oxisting ey0e.10 Q 0 CoalEnq twre:; Capacity Q Fit* cprinklors: Num6•r of - ❑ Ii6veksr 0 M"llft C] fsulesc+t� „-_(nYrnbsrl THIS $?A%0* FOK t' MC6 WA ONLY 0. -......-.-....— ❑ l suntelr+t)rt�•. (number) .-... ._. .•.... -- �_... C3 Unfirst) pmsur+v•►eM i'•rcnil Uato...—.—• G) Meilen d Other Spoeify ..__ -- - Permit LIST ALL EQUIPMENT AIA CONDITIONING AND ItEFRIGeRATION EQUIPMENT ty Approving NumWr VAltm P"oription Modal NUMber xanui&v xtrwr �((TOM) • •—e�xexzc. Wim--.._.- r..�.r...:,,...----,rs■uw.-L. HEA-MG • F�ACES, BOILERS, FIREPLACES C+�1tY NumbsrOahe L>"Cription X0041 Number WeAutachuW ( ) TANKS �~ A rovin Rag►bony N=J;W CappeAty rY°?r LAgWd NAM* Of S No. P !t am S 000ntAinad�� apt Ioaw�ttutir _ _—No_�__ ____,._..._ nr' CITY OF t3 I • Office of Building Official �?4 REQUEST FOR INSPECTION -�—�— Permit No. Date Time A.M. Received P.M. ,570, Locality Job Ad ' ss Owner's Contractor Name CHAN A4 BUIL CONCRETE ECT A PW BIN ❑ ough Wiring ugh ❑ Air Cond. & Framing Footing To Out eating Re Roofing Slab ❑ Temp Pole ❑ p ❑ Fire Place ❑ ❑ Final ❑ Sewer 1 Insulation ❑ Lintel Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. — � A.M. P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date CITY OF n&4ot4,c Bwalz -0; Office of Building Official REQUEST FOR INSPECTION Date / 6 /�S�S Permit No. Time A Received Locality zi5 Contractor CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re RoofingSlab EITemp Pole ❑ Top Out ElHeating Insulation Lintel ❑ Final El 1:1 Fire Place El READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday PM A.M. Inspection Made Q PM Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date i ! I DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. - 3193 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 10/4/ 19/ Valuation $ 30, 000. 00 Fee $ 75. 00 F� This permit not valid until above fee has been paid to City Treasurer, and is s-jbject to revocation for violation of applicable provisions of law. This is to certify that JOBO & Cook Construction has permission to build single family dwelling Classification RNMR$ residence lone Owned by Joao and Cook Construction Inc Lot ^ Block 4 S/DSeaspray House No 572 Seaspray Avenue EAccording to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE --� -- ► 0 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. i R. C . Vogel Building Official. `. FOR OFFICE PERMIT DATE TCONTRACTOR j USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER I �r tITY OF ATLANTIC BEACH 716 CCSAX B®®LBVARD Atlas,ntiv Bi4ac>h, rLA ]l05AN1, UM TO BUYLDING PLAN l a building locations. to The attacbed plan for the above buildliq is appar�avad subject to ne*tiaq the following applicable Construction reasqui rementaa s a, Footings ashal A be cont iaanaus monolithic coa(sc::rete under exterior walls&, zoinforcod with two S/8" deformed reinforcing rode for one-arta y buildings and throe S,!S" d*formead reinforcing rod* for two-stery bUlldings „ Ratu.foraring rad4 &hail be placed in the lower one-thiel rd ;,f the footings, properly pl*eea3d and is &teeneed on metal aeaddlees with wire. Footings shall b# ttx inches wider on each x"t da than the wall 4bove, aaaball be at least eight. "nChexa tD+ iuk and shall rest on firm .soil at least twelves .inche a below undisturbed *oil. b.a i>e hollow mas>x►onxy unit vonst.ruction, each unit call shall boa getafoaceed wi+t<h at lomat one No. 5-bar at x.11 coroners t poured and tamped with coAvw6t c s such reinforcing shall be properly tl@d into the tooting and spandrel boas,. � Alt wood truss ata ftee xn (roof co ns3txuct i*n) shall, be sacurely, . faaa.otr_anad to the ext.sr4lar wells with approved brs r,1-4.6aV asach.drs orllpsig d., construction of nearby *a*--faamil.y dwelll.ag6, xhfch aasrq duplicates or intensely similar, shall, be farvoldod. Such similarity considers the external configuration and a.pp*&raU'r-'z (i .#. , roof, outox wall mateaarials, eatndov size and dcti.gn, and otter like chaa`acte>lari.sticcw� of structures. in aaceord with the foregoing, similar or duplicate homes shall not be constructed within close proximity of each other, and shall be at toast 500 foot apart if any caries esissil& r dwelling is visible from any other ee milar dwelling, se. sower servic* connections must be probed with clean-cut rods in the preaRnce of a City Inspector. f. Tho final connection beatweon the hou*e plumbing drain and the sower service conneecti4a �&t the property 1.k tseae� must be inspacte+ad by the City before being covered. City Manager The undersigned h reby certifies that he has, read they above and unde►rntando that this addendum takes precedence any contrary details to the planes and sgpecifiv&tiofts sand aasg tocon with tbo iantent� of thin addendum- 01, By Goriagar Date i FOR OFFICE USE ONLY Date.- P 19 Permit # Fee ---•--••----•-•----••--- CITY OF ATLANTIC BEACH Valuation $ D� OD d , e o FLORIDAHouse #,S7,Z-...............��--.r.......'X APPLICATION FOR BUILDING PERMIT ........./ .................. . ...... ....................9.�`�:.__.•-- 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. C ,, r �.1 Dante. .... �&f&..s ._�...�-------• ------------••----------- Owner . � �Qn!_ -=---Address---��3.Mk.1.LN.�M�DC�tnri�----0!-- --------Telephone No.. Architect-_.__._ _ rL'__. .__.. r� ._._U�.�.�_,_�5.. Address_ �4-C`�_.��_..` :..--•---. ......Telephone Ca �JG ( 1' Contractor Builder SC�o� _nC0o1r _-Telephone C Lot No.-------- 0- --------------Block No.---4 --------Sub Division Cl. \\ --Zone and ;� 4.1 Type of construction._.._ _ncr .- � Valuation $_._�Qf_QQ.Q__..__For what purp��ill building be used__.1�.Q-SAQr--.-•- ----� �Wla- Q�. -eq-Di ©� Size of Footings....." - D- ------- Dimensions of Building____ ,__ .h - _Dimensions of Lot._ I __._,�/I�------------------------------- - Size of Piers-------- Y.nom_._-.____.:Size of Sills_.._.._N.`-_Q_r -----_-Greatest Sill Span in ft......_T1J_�_c1�__---Type Roof_.T�IL-Ss................... S6 I rct ,- ----_----------------............Will Building be on Solid or Filled Ground?_.------ 4_-..---••-----•------ How will Building be Heated?...... _ g n, Size of Ceiling Joists------------LS.!__Q.r_e---.-------, Distance on Centers._- -------_: ----- Greatest Span_..____1 v !�.e—•----•---•---- " Size of Floor Joists.- ----------------t-=•---•----------- , Distance on Centers-- -- -- --- ---••------------, Greatest Span...............................--••--....--- __--.. Distance on Centers._..--- -----_�.`----------------------- Greatest Span..___.------ I „ Size of Rafters.. - --- -- - ---------•------------•- This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. S 1. When steel is in place and ready to pour footing. W W Z 2. When steel is in place and ready to pour columns and/or lintel. z cx 3. When steel is in place and ready to pour beam. t Eo, 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. W W 6. When septic tank drain field or sewer is laid but before it is covered. A A 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration o4tat r doing the,,wgrk os described in the above statement, we hereby agree to perform said work in accordance plans d specifications, which are a part hereof, and in accordance with the building regulations of the Cith.Signature of Builder.. ----•-•-- Address---------- . ------- 1L1 .1!1 .._ --------- Signature of Owner---- M _ Address.._....... _-a..3.�-1..._..�©�!Mac r.._..._._. DEPARTMENT OF BUILDING 3180 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 9/22/ Date 19 Valuation$ 29 Plumbing Fee $ 10. 00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisiooa of Lw. This is to certify that James R. Meredith has permission to buil install 1 sink 2 lavatories 1 bath tub 2 closets 1 shower 1 water heater 1 dishwasher 1 disposal Classification residence r—ne Owned by Joao & Cook Construction Lot 30 Block--:!-4S/D Seaspray House No. 572 X HNN Seaspray Avenue L According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE Poo- O Building material, rubbish and debris ♦ � 1 from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. I R. C. Vogel I Building Official. e E f E FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER �. PLUMBING ., 1V. V 't ELECTRICAL SEWER f WATER r CITY OF ATLANTIC-1 B.&A-C"Y' 4E.E.'�IT j 0 ( ,D 0 A' A.STI,�R FIX"BEE'R a&A"a, '!Lar"b r 0 AAP '70 BUILDER CR C0NTK:'jlilTGR ozo 4- TYPE IN A 1,S SET S L 3INKs 2, L-AVATI- R,� 7EF C' �s_ow ID T, PLANS :UM SIECIL-7, CCATIONS Tr.11z,t silow a -, lai,l and of the sizeaz,.d ioorttion Of 3.' the oo' l and vent pipes , ard "s.h� n u a t -tcoordanae nits Ordtinaanoe no. 1.00atlom of P-11 fixtures , (In 1-he C Z-v of r.tlaxat_', -1 Bea,,41n, Flurld�a.) mnu.st be .7--'jown on, ba*k af aPP-L d by t ri.s P I I-r-t?I n is S P e 0 y LBOVE VTUMBII�G ON BACK. 4 TIAN AN" 1pi CAT OL. . vu� & ��L kpProva.6 by (POR OFFICS USE Olux) A CERTIFICATE • q� CITY OF Mka& QeacA ttc s rs Office of Building al £f�l Lk / s REQUEST FOR IN ION Date v / Permit-t4 !A:lJ Time A.M. Received ' P.M. Job Address �1 Locality Owner's � 7 ,;� Name jam/ �'Z/� Contractor CONCRETE ELECTRICAL NI ❑ Footing ❑ Rough Wiring ❑ ough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final -B�Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspect nMa _ PM, Inspect Final Inspec' n El�`/��` Certificate of ancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18797 Address: 572 SEASPRAY AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: 35 Proposed Use: SINGLE FAMILY Lot(s):30 i Block: 4 Section:0 Square Feet: Subdivision: SEASPRAY Est. Value: Parcel Number: Improv. Cost: INFORMAT141+11' Date Issued: 9/07/1999 Name: GREG BILLINI Total Fees: 25.00 Address: 572 SEASPRAY AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 9/07/1999 Phone: (904)246-1309 Work Desc: 8 RECEPTACLES, 4 SWITCHES, 3 INCANDESCENTS CONTRATR'S — — ERICKSON ELECTRICAL CONTRACTOR PERMIT APp:LICA`�CON"1=!~ES 25.00 ..` ,Ins ctions:Re cared-s. ROUGH ELECTRIC FINAL ELECTRIC i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. Date: 9/Ba/99 81 $25.0014 ATLANTIC BEACH BUILDING DEPT. CHECKS Receipt:t: 8884681 1900 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT, !7 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19_L� SEP " 7 1999 IMPORTANT NOTICE: amity Of Atlan.ic; L cacn Building and Toning IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH TH jATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE EL [CAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. e V-lL(-Sas-) �EtCC . Cok3%� J OC . ELECTRICAL FIRM: MASTER ELECTRICIAN SIG A RE JOURNEYMAN NAME ADDRESS:_ r� Orcs- Y RFD BOX BLDG.SIZE glo C) �7�: 44 BETWEEN: civ► ...C} SQkc-L J RES APT. ( ) comm. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD REW. ( ) AODITION%'�' TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. 41,C) SERVICE: NEW ( ) INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( ► SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS Q CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL U 0.30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT U FLUORESCENT&M. V. FIXEDD•100 AMPS. OVER APPLIANCES BELL 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. 1 )I.P. VOLTAGE PHS MISCELLANEOUS Co( I--, TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO. NEON TRANSF. NO. VA. —� MA. MOTOR SIZ1 E SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION _ _ _ LOCATION INFORMATION : . Permit Number: 18819 Address: 572 SEASPRAY AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: 35 Proposed Use: SINGLE FAMILY Lot(s):30 Block: 4 Section: 0 Square Feet: Subdivision: SEASPRAY Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION: Date Issued: 9/09/1999 Name: GREG BILLINI Total Fees: 25.00 Address: 572 SEASPRAY AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 9/09/1999 Phone: (904)246-1309 Work Desc: ADD 3 AIR DUCTS CONTRACTORS :T M._ _ - I. . . APPLICATION FEES__ _ AIR SYSTEMS PERMIT 25.00 i t Z M1 t I spection&Reg ROUGH MECHANICAL FINAL i NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. c I $25.0014 CHECKS 9/10/9901 Receipt: 808569686 ATLANTIC BEACHIU- ILDING 88180003221888 CITY OF Office of Building Official REQUEST FOR INSPECTION DatePermit No. JD Time A.M. Received RM. es Lo ity rs ame Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re fin ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating sulati ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIO Thurs. A.M. on. Tues. We�fd. Friday Inspection Made l A.M. Inspector al Inspection ❑ Certificate of Occupancy ❑ Die 11'' ��,,� //CITY OF n& T 4A11G /3e44CA--T Office of Building Off 'al REQUEST FOR INSPE I >/J(j/ Date P rmit No. ✓ V Time �,,�) Received ` . Job Address Locality /— Owner's Ij Name / / Contractor '�G BUILDING CONCRETE ELECTRICAL PLUMBING ECHANICAL Framing ❑ ❑ Rough Wiring ❑ Rough ❑ Air Cond. & 11Re Roofing ❑ Slab ��Temp Pole 1-1TopOut El Heating Insulation 11 Lintel ❑ Final ❑ Sewer ❑ Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection ❑ ificate of Occupancy❑ Date A1' /CITY OF "*�� f'Y, � /3�--T Office of Building Official / REQUEST FOR INSPECTIO Date ` Permit N / Time A• Received P.M. 7,-,2, r Job Address Locality O� Owner's Name Contractor BUILDING CONCRETE ELECTRICAL MBING MECHANICAL Framing El Footing El Rough Wiring ❑ ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab ❑ READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday f A.M. Inspection Made r ^ PM' � Final Inspection ❑ Inspector / Certificate of Occupancy ❑ ate CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION - - LOCATION INFORMATION Permit Number: 18632 Address: 572 SEASPRAY AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: 35 Proposed Use: SINGLE FAMILY Lot(s):30 Block: 4 Section: 0 Square Feet: Subdivision: SEASPRAY Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8/10/1999 Name: GREG BILLINI Total Fees: 25.00 Address: 572 SEASPRAY AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/10/1999 Phone: (904)246-1309 _ Work Desc: REPLACE BATH TUB CONTRACTOR(S) APPLICATION FEES C.W. WOOD PLUMBING PERMIT 25.00 _. :Ins res Re uiredy r FINAL i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. 1 Date: 8!11/59 01 Receipt: 0878 00781608 A NTIC BEA H BUILDING PT. CHECKS 25151 00100003221000 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : �s_ 7 Z ek `� v ` OWNER OF PROPERTY : PLUMBING CONTRACTOR peril e X CONTRACTOR ' S ADDRESS : _ Z `S C l� D S 7U y 7 _'TELEPHONE : yL/ 660 STATE LICENSE NUMBER : G/ HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS -SHOWERS LAVATORY WATER HEATERS _ BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING 14ACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES : $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER : SIGNAT.UkE OF CONTRACTOR : ------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES SOUTHERN STANDARD PLUMBINGN CODEITH UST B THE MOST RECENT EDITION OF T CALL A DAY AHEAD TO SCHEDULE INSPECTIONS'- ( 904 ) 247 -5826 SEWER CONNECTIONS MUST BE CALLEDINTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP ( 904 ) 247 -583 i 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: 18585 Address: 572 SEASPRAY AVENUE Permit Type: ROOM ADDITION ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): 30 Block: .4 Section:0 Square Feet: Subdivision: SEASPRAY Est. Value: Parcel Number: Ps 35, page 64 Improv. Cost: 20,000.00 OWNER INFORMATION Date Issued: 7/30/1999 Name: GREG BILLINI Total Fees: 345.00 Address: 572 SEASPRAY AVENUE Amount Paid: 345.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/30/1999 J Phone:- (904)246_1309 _ Work Desc: CONSTRUCT ROOM ADDITION CONTRACTORSAPPLICATION FEES KENNETH A. MASSEY PERMIT 165.00 WATER IMPACT FEE 180.00 • Ins ctions Required FOOTING _ SLAB COVER UP FRAMING INSULATION FINAL BUILDING NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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" _ ISS" CCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FO TION OF APPLICABLE PROVISIONS OF LAW. W m W ru W 1'17 co co m r ro A A r• -v $165.88 14 Date: 8/82/979 81 Receipt: 8875313 IA q%lC BEAC BUILDING DEPT. CHECKS 5138 W .� :�� W 'J k',® 2 0 1999 CITY OF ATLANTIC BEACH tic Beach PERMIT APPLICATION REMODEL, ADDITIONS, OR AUMI16 MOVING, DEMOLITIONS i3uiiding and Zoning Owner(s): C�4K G 1241-2 Lia ii y R i`, I Job Address : Phone : 4(0- 4'309 Lot# 30 Block or Unit# Subdivision: 5r&5a?'A"i Contractor. KF 4Ni;itk- L MAA JI 4 State License#CCd S:2dOG Address : 21PtE-7 51- Phone No: 2 ' �Lt 5 q City /a a State FL Zip Code 3 ?2 S 3 Describe work to be done: Present use of building: 5 1N4GL•C Valuation of Proposed Construction:—'-)-0 ,000 Proposed use: 5AN\E Is this an addition? �'�S If ves, what are the dimension of the added b�G�, Q P P G o.! space: o-Ni ft. X ZO r ft. Will the added area be heated and\l" d kc,0 ��s cooled? "'t"55 New electrical(or increase)? UO New plumbing fixtures ? New fireplace? f-10 New Heat/AC? SUBMIT THREE(COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, I UDING SITE PLAN, SURVEY, ITY CODE CORM NOTICE OF COMMENCEMENT, AND OWNER,ICONTRACTORS FFIDAVIT, IFO E TRACTORS. Signature OWNER: r Date: Signature CON T RACTO : Date: -7`6_9 j AS TO OWNtW: Sworn to and subscribed before me this g day of V ,19 K i NOTARY FLISMSTATE OF FLORIDA M J` M- KIRKWOOD NOTARY PUBLIC ( ON*CCa62157 BONDED TMBtlJ ASA 145 NOTARYI AS TOC . pC�JAC9LJ 09 Sworn to and subscribed before me this day of , 19 '�,, GEORGUI.HMSBERG NO A P LIC ?+N _.; MY COMMISSION N CC 726990 EXPIRES:May 18,2002 y" Balled Thru Nolery Public Ur4vmtm CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address •.� 7Z Z J tf S00AP�y /1 IV1 T/bP Date 9 ai Heated Square Footage ",I �� @ $ per sg ft = S Garage/Shed a S per sg ft = S ll Carport/Porch is S p s ft = S e q Deni ` @ S per sa ft = S Patio B $ per sq _t = 5 6(3TOTAL VALUATION : S �61600 U Tc�4r,, �)i r;quatian 1st rJ _/ �J�iv 0 s �a Remaining Value ��. per thousand or portion thereof- TOTAL hereofTOTAL BUILDING FEE $ Q + 1/' Filing Fee $ (0) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S_ WATER IMPACT FEE S ��•©� SEWER IMPACT FEF: S_ WATER METER/TAP _ CAPITAL -IMPROVEMENT S SEWER TAP S s ) RADON (HRS) 0050 S SECTION H PAVING ( $ HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE S ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : r REQ 07/12/99 MON 19:48 FAX 9046416659 ESPOSITO & CHEEK Z002 :,ynl 11y-: 'al1•I�>•I.i LIINii; ,.I iA.I. .'i 1 !1 :•1 t71'INs I I:�� n ii i 1 2 u 199 MAP SHOWING BOUNDARY SUFiToning si-1 a LOT 30 HLOCK A ACCORDING TO THE PLAT OF SlEASPRAY AS RECORDED IN PLAT BOOK 35 . PAGE(S) 64 AND 64A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. CgRTI.PZEn TO: O Gg GKzG .-T_ BILLINX. ELIZABETH DILLIN'1:. ��411 LSSPERS SERVICE, INC_ AND �0,,\GppF HONtSXDE LENDING, INC. 43IEA*PRaAY" AVENUE 60 R/W N 67'28'00" W 75,19' (M) N 67"28'00" W 75.00• (R) ccpETE e CMCR%yTE W^Lx wL.OMurlar aWAR1N0hU'F17EHCE UNE 'N e77MOQ- W 179.00' (R) 112-" p � - N 97-24.07'* 174.W(M) •�«^ la . , PROVE A ' .R. . C �uDAANTIC� ANG OF'F'FQ JUL 301999 gn c0 > ¢ rn O 1 $TORT Y STUCCO .� 0 o RESIDENCE ►- o NO. 5720.4' o w 04 0 4 f^l ...0 123' O.1' 11_1 PAO dCIA .r � O N "EA+ 6 11`41 dSE� CV N � z #VI ' LOT 30 a - -� _ — BLOCK 4 - - - -- — __.. - - - _ - - - - ._._. ao' EASEA{ENT FGR DRNNAm. urul E9 AND 8SN[Rs o 0.2' r P 3/ 11— —— — \�\ cv — — _ S 67'28'00" E — 75.00' (R)— LOT 26 BLOCK 4 � v 0 o m LOT 25 z 1 D D 20 8LOCK 4 SCALE IM FEET J P v E Y O R S 1.eEAFONO ARE RASIM col PI eu=, y 2.STRUtjtlgE N4 —F.. "M I II M 7MITNMI RZ� SMC As 11[ST A SSOCIATED SURVEYORS INC. THIS I D RFAFROA FE'"R� Y Qkd AW ""� PE%T[Aull"°• COOT oA '�. '�.THIS K A SURFACE SURVE'I't�ILY. TME [X1E71T Cf UNOptCglOUND F047IMGY LAND k WOM+EERiNO SURVEYS PIPE&AINO_UTIU I PT p��!YMlED. P.P. WC RM0 S 4.JUR1 C AL Erb oxMlrlITALLT aleHaT7y1: AREA9 IF ANY. NOT C 391�J CEpAR MILLS BOULEVARD 3.t1i15 SLIRVET WA9 9A9E� ON U:GAL DEBgtIp71dN6 fLiRNISMW AMU T74C �r7 r JACKSOMALLF, FLdgIbA 3221 O Pt}�1G R£Cd�S tYelt�Np1 Sf+►poQ�p pY.TNtS � FO4 EA4'3E7i7% flM• 944-771-9488 GOVEAIANT9 OR RESTit1C714NS THAT MAY A/}'[CT IS PAACIcL a O cEtzTlitce►7-E OF At ortlZATt4.N NO. LB ODos/aa a.UNLESS OTHERM9E 3TATi�D ALL IRc>r1 V1F FOUrr] NA1� w0 WeNTInCATICK S B v 7.No��wu 7►IE AMO ATU ANO TMC OIYfCINAL RANO SUI. OF A 1 HEREBY CERTIFY T'HI$ $UFiVEY WAS 1]4NE UNOJ=R MY •o - ovY wHm+pw L■d��! lftw■�■ fi(fet)) Roccro PiReCT 9v�Egv1510N AND MEETS THE:..1y41NIMLJM 'RCHNIC.i.L � - SCT IROM w1►R V.O.� �Mf O► a>revt LL)�MMAIJR® STANDARDS FOR LAND SURVETING RVRSUANI TO CHAPTER AMM. suRrEY oR LIL DAY 1■. rF•GINT# a -. CGf7n.1 RIOA MINISTRA/.(�V CC.>C�C� CAH F.S. ` � 6 ICAtE PIM M PIM l _ �c �L04C CCCCCCG��Atititi ////CEJ ■ LUNO 40 111 ETL MONut.PIM 1 IRON PI!'C OR VM L–wAc tFN¢i>♦ a X CROSS CUT OR DRILL MOI[ q Ak44T OF WAY R t HT: CH £S 9- HATCHER P.R.C. Powr or wLytmw OURyc "• MnRE FENCE OS7 r RAOTTtU��3t FIJDRIDA CE"F1CATE HE J771 P.c.a. POIt••f Or 9 OUND CURVE PSP– Mi00b FCP#c;E M�TDR 19.1EL DUIU MIO 113CSTIOaTION UMC C)MC.– COMGAt7Y YELL JOB NO. 2 1397 DATE U-21-19199 t>,It[3) 1 OFi1C q RMOR w�jK —X-CHNNI /pOO, - $CALL,: 7" - 20' DRAFTER_C_L.,S. __ �,EA. �iaa071mc OPSD 00 92 .0t N ! I A C007G, NaElH0 '8 O,LISOd53 6299TI19606 Xd3 6P:6T NOW 66iZT/40 l N _ \ 1 o z 1 � Q i o � �� maaHO V 011SOdS3 6999UM6 YVJ 6V_6T NOH 66,'ZT'LO 07/16/99 FRI 08:06 FAX 904f659 ESPOSITO & CHEEK NAIL ALL ROOF SHEATHING m 6" OC AT ALL 5UF5PORTS W/ Sd COMM OR ..-- R-30 BATT INSULATION ad RING SHANKS 12' FIBERGLASS 5HINCxLE 12 -of ROOFING OVER �CSEE ELEV) 15• FELT OVER 7/Iro" 05P OVER PRE-ENG WD TRUSSES -024' OC INSULATION BAFFLE BETUJEEN EA TRU55 HURR CLIP ID EA 7RU56 . (SEE CONNECTOR CHART 1` (2) 2x PLATE +12 5YF VINYL DRif= OVER _ VINYL FINISHED FASCIA – Ix4 OVER 2x6 F%. GYP BIND m CLG - VENTED VINYL SOFFIT INSTALLED PER MANUF Tf�f�4/6 32" O.C_ SPECIFICATIONS rsYF' BRD - —VINYL FINISHED Ixro R-11/19 BATT INSUL FRIEZE OVER 1x4 NLf� CEMENTUOUS FINISH - OVER GALV MTL LATH OVER VAPOR BARR OVER 1/16' OSB OVER 2x SPF STUDS m Iro' OC C)STUGGO EXTERiOF� FINISH 07/16/99 FRI 08:06 FAX 9046659 ESPOSITO & CHEEK *-W 2002 C•��N�R.a�. NOTE; 1.) ALL SILL ANCHORS AT PERIMETER WALLS SHALL BE '51MFSON TYPE MAS' OR "5EMG0 TYPE FA3' UNLESS NOTED OTHERWISE. (1) 04 o 48' O.C_ 1_O 1^><TEND 36' INTO SLAB FT 2x PLATE W/ SILL ANCHOR -0 24' O.C. ALT:%'xlO' ANCHOR BOLTS 0 32' O-G. W/ 2'x2'x'/8" WASHERS TRP4/ro 0 32" O.G_ A � _Z • D D GRADE A dJ o D (1) #5 CONT- is D o TOP cA s z E N A (2) *5's CONT. • • 12' ONE sTORY CITY OF ATLANTIC BEACH F:xcure Unit Worksheet for Wale: Impact Fee FIX—'JRE UNITS ARE ESTABLISHED AS THE HEASURE:!EN, OF WAT7Y DEuaND -0R EACR WATER FIXTURE UNIT INSTALLED AND CONNECTED TO T:iE C"TY rA"R SYST - THE• WATER SUPPLY CHARGE IS HEREBY FIXED ATy:vE�,' "- DOLL'ARS PER FIXTURE UNIT CONNECTED TO THE CIT: WATER SYS"'v_u. I BATHROOM GROUP CONSISTING OF SERVICE S7 WATER CLOSET, LAVATORY 6 BATH -NK TRaP STAND TUB OR SH0WER STALL (6) 6 (8) Q WATER CLOSET WATER CLOSET, TAMC OPERATED (4) VALVE OP-. -, O SATtiT'JB/SHOWER (2) 1UR=: IAL WALL LIQ SHCVL1 GROUP PER HEAD (3) •3 F'.00R DR1_`; SHOWE3 STALL DOMESTIC (2) LAUNDRY 7.7,ly (�) LAYA70R': (1) CvWm_:NA—ION S:NK AN:) _ v WASHING 'MACHINE (3) °CT. SC' 7 7Ry DISHWASHER (2) WASH SINK EACH SE. Or 1CITC3E'i SINK (2) FAUCETS (2) DE.X AL LAVATORY (i) LITC3E:V SIHT, WI?E WASTE CRINDEY (3) DE."TTAL UNIT OR CUSPIDOR (1) URINAL STALL, WASHOUT (4) FI-IISfII2iG RLN SINY (8) CiIf_B_NAT=ON SINK AND TRAY WIT:: FCCD DISPOS. (4) URINAL, P=£STAL, SY?HCN JET BLOWOUT (2) DRINKING FOUNTAIN (1/2) LAVATORY, EARBER/BEAUT: SHOP (2) ICE MAKER (1/2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) �7 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ( $20.00 EAC:i $— � 1 0 .JOB INFOR.XATION Z �SFrF t FLORIDA E GY EFFICIENCY CODE FOR BUILDINGb6NSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 20 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 60OB-97 or 600A-97. PROJECT NAME: _ k� La 'R l L 1IV' BUILDER: $a`I AND ADDRESS: -!57 2- y PERMITTING CLIMATE A, 13. h 2-2.3OFFICE: ZONE: 1 2 ❑3 OWNER- G� (a U-I PERMIT N0. JURISDICTION NO.: O SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site- installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation,Addition, New System or Manufactured Home 1. h�At�tio� 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. _ 5. Predominant eave overhang (ft.) 5. -2 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. 45 sq. ft. b. Tint,film or solar screen 6b. sq. ft. - sq. ft. 7. Percentage of glass to floor area 7. lLk % 8. Floor type and insulation: aQ Slab-on-grade (R-value) 8a. R= C lin. ft. b. Wood, raised (R-value) 8b. R= sq. ft. c. Wood, common (R-value) 8c. R= sq.ft. d. Concrete, raised (R-value) 8d. R= sq.ft. e. Concrete, common (R-value) 8e. R= sq.ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= '%4p0 sq.ft. Wood frame (Insulation R-value) 9a-2 R= sq. ft. Adjacent: 1. Masonry(Insulation R-value) 9b-1 R= sq.ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R=2 30r sq. ft. b. Single assembly (Insulation R-value) 10b. R= sq. ft. 11. Cooling system* (Types:central, room unit, package terminal A.C., gasexistin none) 11. Type: SEER/EER: 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. ucts on marriage walls adequately sealed* (Yes/No) 13b. 1 water system: 14. Type: Ft't«�(- (Types(elec natural gas,other,existing,none) EF: *Pertains to manufactured homes with site installed components. I hereby certifyy that the lans and specifications ered by the calculation are in Review of plans and specifications covered bythis calcklancates compliance compliance witfi the Flor; a nergy Code. with the Florida Energy Cod fore construction is cis building will be PREPARED ev: 1 inspected for compliancein cc dancewith tion . I hereby certify uil ith Energy Code. BUILDING OFFICIAL: OM ' OWNER AG DATE: DATE: -1 - 5 MIN. RETURN 40 FLA. 1967 LAWS �, �� RAMCO •ORM 408 FS 71].13 (.7 HONE �1_.Y2 4 7 Aofirr of 0.110miurtirrmrut /FRsFA11[ IN DUFLICAT91 O Zu W11oin it tttuk courent: O The undersigned hereby informs all concerned that improvements will be made to certain real M N property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. cm CL 2 Description of property.... .....-. .........1/ ..... `.... ............... r-..�.5....17.R..A.................................................................. ..... V1 ............................................................................................................................................................................................................................................ M ........................................................................................................................ .. .. p Bk: 9356 p .....................................................................!.........-V........I............................. ....................................... ,g............Z 3'00-.....:........................... �4 _ Doc# 99179582 General description of improvements............(J.O.1\,.k.........fVN?1.....M..•.......•.•............ fled R Recorded 12:12:43 R.M. HENRY....W.......CJJ.OY................................. CLERK. CIRCUIT COURT DU�V+AL COUNTY, FL ...... .............................................................................................................................................................iR.Elr......Z....f}r.( ...................................... Owner..��'t `'..k.....L`05$y . l lel . ................................................................................ Address.. '7 J 5 N 22 Owner's interest in site of the improvement �•• 1•• ................. ... .......................................................................................................... -� Fee Simple Title holder (if other than owner) ' Name... ..p#A?:it'. ..........,��.41.�:��)..1;I�.......... ..�"...�.I....................................................................................................................... Address......fl� ...... � .............. ........ LL.� z1......... �31..:: 1�............................. . . Co. ,.��;.......)L xr-+E i ...........A............... ' A... .r.. .................................................................................................... ' 1 Address................................�j.( ............. ..... _... Surety (if any).............'.4. ....•�'.................................................................................................................................................................................. Address................................................................ ...........................................................Amount of bond ...................... ... Name of person within the State of Florida designated by owner upon whom notices or other doarnents may be served: Name ........................................................................................................................................................................................._...................................... Addross............................................................................................................................................................................................................................... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name .................................................................................................................................................................................... ........................................... A I Address..............................................................................................................._............ .....-.—.........._.............................. . ...................... TP.16 SPACE 9.0`-1! .R&CORDRR•e USS ONLY .1 ..... .... ..... ..�5 -... ...... ... .. ........,.... Owner Y Sworn to and subscribed before me this ..••••••..••.• ( 1 ................. f.-- ....................................... 9.9..7.. ,,;�.: •q ( GEORGU I.IMtutgvubl MY COMMISSION 0 CC 726990 ?, t EXPIRES:May 18,2002 Bonded Thnl Notary Public UnOrNiiters 1075 PSR-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH F ------- PERMIT INFORMATION - LOCATION INFuRMATIO Address : 572 SEASPRAY AVENUE Permit Number : 10754 ATLANTIC BEArH . FLORIDA 32233 Permit Type: PLUMBING LEGAL DESCRIPTION ---------- Class of Work: ALTERATION Lot : Block: Section: Constr . Type: WOOD FRAME Township : RNG: 0 proposed Use: SINGLE FAMILY subdivision: SEASPRAY Dwellings : 1 Code: 0 Estimated Value : 50 . 00 Improv . Cost : 50 . 00 Total fee$ : 525 . 00 y: 525 .00 ---- APPLICATION FEES -------- OWNER INFORMATION -- 525 . 00 PERMIT $0 . 00 Nev,7—a EE-LEN1" WATAR , IMPACT FEE Address SE 'RAY AVENUE E� _ ..- FEE AT FLORIDA WATfiER7TAP 046 ! 4 $0 .00 P +nd RADON GAS .R. .. . ..r, d ' mY'�nt RADON CAS 5% $0 . 00 --- ENTI� lOR N1�pRMfi 4p.. ,. C ..W SOD PLUMP -AP ITAL IM 'RO * P.. SO .00 Name: SEWER TAP 1 "S , ST'. CROSS CONNECTION $0 .00 MACK ILLS . FL 32211SEC H IMPACT FEE ,00 Typ e ' CONST . SURCHARGE , so . r SC11ARGEJATL . BCH r NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE PBUILDINGTERIAL, RUBBISH AND DEBRIS FROM THIS T WORK OR MUST OWNER NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER C ESULT IN °� RE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN VEMENTS" "FAILURE THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPR FVIOLATIO:NOF ED ARDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR APPLICABLE PROVISIONS OF LAW. QA4+ Date: 9/12/95 01 Rcpt: 00821DECKS1 00100003221000 ATLANTIC BEACH BUILDING DEPARTMENT 44 r r CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT lk JOB LOCATION: ' ------ ---- ----- ------ -------- ----- OWNER OF PROPERTY : BUILDING CONTRACTOR: PLUMBING CONTRACTOR Woo(�3 AND ADDRESS: p ---� 0 R dN - ---------------- --- '„- =-- �------ d-c�- `----------- TELEPHONE NUMBER: STATE LICENSE NO: �0 --------------------------------------- TYPE OF BUILDING: ----------------------------------- SINKS SHOWERS ------------ ------------- LAVATORY WATER HEATERS _BATH TUBS DISHWASHERS URINALS _____________DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS _____________SHOWER PANS OTHER.------ -- ------- TOTAL FIXTURE COUNT: _ x 53. 50 + $15. 00 = 5 INSTALLATION OF PLUMBING AND FIXTU� S MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (909) 297-5826 . PSR-3844 6517 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH INFORMATION ------- LOCATION- INFORMATION - i rinit Number : 6517 572 SEASPRAY AVENUE Permit Type : RE-ROuF ATLANTTC_' BEA<1`11 , FLORID ' �Z.; J..) Iar-s of Work ! NEW ----- -- LEGAL DESCRIPTION ---------- ;� ,)ristr. Type * _r� . WOOD FRAME I,ot * Block : Section , Proposed Use: SINGLE TAMIL Township : RNG, -Llbdivision : SEASPRAY wellings : I code� Q -� --stimated Value ! Improv . Cost : Total iees * Ainount $22 . 50 + 'I N� UWNER INF,,..'sRMATION Al-!PLICATION FEES ----- BILLINI PERMIT 522 - 50 5 StTMPA-T FEE �0 . 00 ASPRAY AVENUE WATA E ER f 4 RADON GAS-H .R . S $0 . 00 'AS -- 5% CONTRACT" P. INFORMAT I,_,i4 RADON SO .00 Name : LARF , -TF1'J.,L C"- WATF TAP _..gin 00 ,rirlr-ess : 400 STREET SEWER TAP $0 . 00 K"CLENIN"' FL 32063 HYDRAULI ' SHARE 00 icense i CCCr'� Typt. : RE- INSPECT FEE " SEC ,H 1MFA T FEE TTZrr, tzr. evn NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' 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. ATLANTIC BEACH BUILDING DEPARTMENT By: -------------------------------- CITY OF ATLANTIC BEACH PERMIT APPLICATION ROC Owner(s) : � Address: Phone: JAL ��b9 Lot # 3v Block or Unit # _ 6oad.,vision Contractor: ( _ c+�c r V mac.'S ��.1` r1� 1 Address:- m Gh ffiacrgfxaA har C ��- 3 aa, 3 State License No. Describe work to be done:_ � I (� Materials to be used: c 3C, �„�, �e\ �o�S a� xS S n42 I 1 Signature OWNER** "- Data: Signature CONTRACTOR: � � CITY OF ATL.?ANTIC PEACH APPLICATION FOR SEWER CONNECTION PERMIT NO. /1--2- DATE :}0/4/76 LOCATION 572 Seaspray Avenue STREET LOT NO. 30 BLOCK No. 4 SUF'DIVISION Seaspray OWNER JoBo and Cook Construction TYPE OF F:UILDINGSingle family )OSTER PLDM ER INSPECTED EY FILLED ACCOUNT NO. SA CITY OF ATLANTIC PEACH APPLICATION FOR SEWER CONNECTION PERMIT NO. r,Z.S� DATE `A LOCATION STREET LOQ' NO-.�� BLOCK NO. SUEDIVISION OWNER TYPE OIC EUILDING MASTER PLUMI- ER INSPECTED EY FILLED ACCOUNT NO. APPLICATION FOR WATER CUT-IN TO THE CITY OF ATLANTIC BEACH: Application is hereby made for nn water cut-in at the following address for unit(s) . Cut-In charge of C� Street No. Lot Block Subdivision Ordered by U Owner Mailing Lress Date Account no. Meter No. Date Installed CITY ZITZi��MIC BZP;C-P!�,- FLORIDA Appl9C 96--;.0r is her' y Lnade f03: -34" tap...._ wate3CILIt-°-x.2.1 ; -he address, one .-:Unit(S) ' f p 6 00 construction water e�'��.�i charge 8 5 . 0 0 plus s x.. �. �" :4� ��.'.inber 572 Seaspra Avenue �.'1:St'• .,�,.,..,.._.._..__._..,_._..._..sir---- L 3-.0 � �.�.� 4,�z� s `s+� Seaspray t: - e re'i .,tJ o ,nod Cook Mailing Aadd3•ess , 12311 Cormorant Drive Jacksonville , FL Dat t"w'.tvr 1"x€3 rate Installed— _ _ �....o.. .-