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Permits 346 Magnolia St (vault)
► w ADDRESS 1_7? /c9 2 z C BUILDING PERMIT NUMBER /_2, INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB FRAMING F6 COVER-UP INSULATICN FINAL BUILDING CERTIFICATE OF OCCUPANCY EL E CTR T CAL PERMIT # INSPECTIONS ROUGH FINAL MECHAN7-CAL PERMIT # PLUMEING PERMIT # NOTES : CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 v INSPECTION PHONE LINE 247-5826 ��Slid fir' Application Number . . . . . 09-00000242 Date 2/25/09 Property Address . . . . . . 346 MAGNOLIA ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4295 ---------------------------------------------------------------------------- Application desc WINDOWS SHUTTERS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MURRAY, CHARLES V. ,JR. HOMERITE WINDOWS AND DOORS P O BOX 518 ATLANTIC BEACH FL 32233 MELINDA OBERLE (904) 247-9939 GREEN COVE SPRINGS FL 32043 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee 27 . 50 Issue Date . . . . Valuation . . . . 4295 Expiration Date . . 8/24/09 ---------------------------------------------------------------------------- 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 55 . 00 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH oA� I i w+ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 •7 r OFFICE:(904)247-5826•FAX NO.:(904)247-5845 { BUILDING-DEPTGCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: , "' 2.VALVA OF WoFtK 3.SO.FT:UNDER ROOF - No lig 101 32z 3 3 "4.LEGALDESCRIP N: 5:CLASS OF WORI4 " 8.USE;OF STRUCTURE ❑NEW BUILDING ❑DEMOLITION ❑RESIDENTIAL LOT_BLOCK-SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL ,.;-7 DESCRIPTION OF WORK:'" = ALTERA ❑ TION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER. i ``��.� i ❑REPAIR ❑POOL/SPA 11 YES ❑N/A 4/ti�w� W .%Ara► (r .7r11n�ir!.✓ S ❑MOVE ❑OTHER ❑NO PROPERTY,OWNER:' .--,CONTRACT OR >`�: " "'ARCHITECT/ENGINEER:' gqIIAME: 15. PANY NAM ''j 23.COMPANY NAME rl160- 5 V YA/ Aire(/1 P _�MfK. Itf- 1 18. MF' 24.LICENSEE NAME: 10.ADDRESS:p a��f� j � 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: I:--k 32Z33 18.ADDRESS: 0 D C 26.ADDRESS: 8 Gr 1c'-. (n v 1 FICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.F NO.: 27.OFFICE PHONE: 28.FAX NO.: 13 CELL PHONE: f 21.C�L PHONE: 29. CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER:' BONDING COMPANY MORTGAGE LENDER: OF,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 worts 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 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR Age r of AtI `y or Agency Letter Required }; alfier Only) - Signed;. Date: 0. �' �-rm;�e't Before me this + county of Beforeis a of 2009 in the county of Duval,State oftFl *1gSgQga y X3 � Duval,State of drklapim LUG G GOG' QZ�8wSaJI(�X3s": '.herin by himseM�lleltnts , � la tions are herin by himsel he tx06 d i rations are true and accurate. true and accu .' Notary Public at Large,State of lCS�/his County of Di-kV i/ Notary Public at Large,State of 4T R ,County,of v4t� Personally Known t17-Personally Known ❑Produced Identifi ❑Produced Identificati Notary Signature: Nota lea g7 HEVIEWED FOR CODE COMPLIANCE CITY OF ATLAINTIC BEACH fir. 1��r SEE PERMITS FOR ADDITIONAL BLOG01 Pennft Application Bldg:REVISE BL E Cu { REQUIREMENTS AND CONDITIONS. Ai pyREVIEWED BY: M DATE•a e.Ji4a�'fc3.yAs'a w, nwTs r.6i:.v(t NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio N State of Wrr d,Z 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: q(o A/O l-00 it�j S Address of property being improved: 3 (1(0 A-G F � 3z z33 General description of improvements: r Owner Chi/ 5 V Yy1 vl,z. ,r Address 3��A f fLW11- i � 1w6"6-,- 6 zu6, Owner's interest in site of the improvement Fee Simple Titleholder (if other than owner) Name Address Contractor e t,nt'✓ �r s f ►�, ff Address S / � � C�✓T SOcf�� }= ( 7v 3 Phone No. _[ 6 Ll - j q6 o2 SJ/ �.� Fax No. Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of lorida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address Phone 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 Statu es. (Fill in at Owner's option). Name Address Phone 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 q Signed: L DATE c ry BefoJr' this day of t t� in the CoGnty Duval, to f�Flori ha er Wally ppeared Doc#2009039789,OR BK 14784 Page 2411, herein by Number Pages:1 hims Ifl he if and affir s clacaUQns herein Recorded 02/19/2009 at 08:27 AM, are true and accur tgot See UUo 4.11(ULU�1 H'-d JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY AL'A s„aidxa RECORDING$10.00 91.651..4'01 uois°Twill i;) N38V30 S31VO�VAO Notary Public at Large,State of ;;�,� County of My commission expires: Personally Knowgxor Produced Identifi atl`on � . 1i "ONE Br(3/41 BUCKS(SHOWN) `TWO Br(I 1M BUCKS Concrete header(shown) or steel lintel 1. Before Installation, caulk bock of flange, or face of buck. "TWO BY" bucks ore engineered and fastened to the By Others �'� 2, 3/16" dia. masonry Topton must be of o length to have masonry opening BY OTIiERS. 1 1/4" embedment into masonry or concrete. HOMEPRpg v 3. Shim as required with load bearing shtms at each Installation Follow the some instructions and fastener requirements BetterBkt/Cepttoi • '`� q anchor as Shown. for "one by" bucks except use X110 screws of sufficient 4. All factory applied holes not designated for Topcon anchor length for 1 1/4" minimum embedment into buck, q• should be filled with #10 screws of sufficient length to provide min. 5/8" embedment into wood buck. TAPCON LOCATION CHART z% V s:•°, v - a 5. Letter designations an the Topcon location chart indicate where CODE wMipOW l0 FASTENER LOCATIONS sKS v anchors are to be installed using the elevation as a key. SIZE SIZE UP TO DP3S DMA TO DPS5 DP55.1 TO DP69.3 Q• 6. If exact window size is not given, use anchor quantity for " • - - � .• g 9 Y 12 181/8x25 A. 0 & E A.D & E A, 0 & E {� next largerwindowin chart. 13 18 1/8 x 37-3/8 A, 0 & E- A,-O & E A. D>& E Buck By Others 7. For continuous hood and sill twins & triples, use the some fastener 14 18>1/8 x 49 5/8 A, 0 & E A, 0& E A. 0 & E schedule for each unit In the main frame except ignore the 15 18 1 j8 x 62 A, D & E A. 0 & E A. D & E CO intermediate 16 481/S x71 A, D &E A, 0& E A, 0 &E intermediate jamb. 17 18 1/8 x 83 A. D & E A. D & E A. D & E Head Concrete or Masonry Opening By Others 1/2 32 25 1/2 x 25 & D & E & D & £ A. 0 & € 1/233 251/2x373/8 A. D & E A, D E A, D & E e 1/234 25112.x 495/8 A, D & E A. D & E A. D & E 1}"MIN. 112 35 25 1/2 x 62 A. 0 & E A. 0& E A, D & E N EMBEDMENT 1/2 36 25 1/2 x 71 A, D & E A. D & E A. D & E * -^—Outside 0lmenalon- I.D. + 1" 1/2 37 25 1/2 x 63 A. D & E A. 0 k E A, C. D & E Topcon ' Cauik Between 22 36x25 At D Ac E A D & E A D & E Hangs and Buck 23 36 x 37 3/8 A, 0 & E A, D & E A, D & € C ° o' 24 36 x� e7 25 36x$62/8 AA,, Q& E AA, 0 & E A. D &deE a 26 36x71 A. D & E A, 0 & E A, C, 0 & E a J' 27 36x83 A. DACE A. C, D & E A, C, D & E x a 32 521/8x25 A, D & E A. 0 & E A. D & E d� ° A 33 51/8x373/8 A, 0 & € 1d0 & E A, 0 & E 34 522 1/x495/8 AD & E AD& E A . D &/ rt u o� 35 52 1 B x 62 A 0 & E A G, 0 & E A GC, 0 & E close as Required 4' a 4 38 521/8x71 A, D & E A. C, 0 & E A. 8, C, 0 & E a Q; 37 521/8x83 A, D & E A, C, 0 & E A. 8, C, D & E c ! a 2040 233/8x475/8 A. D & E AD & E A, 0 & E V \ 2050 23318 x595/8 A, D & E A, D & E A. 0 & E Jamb a 2060 23 3/8 x 71 5/8 A, D & E A, D & E A, D & E 2070 23 3/8 x 83 5/8 A. D & E A, D & E A, D & E ( "SHIM i" 4 3040 35 3/8 x 47 5j8 A. D & E A. D & E A, D & E BUCK 4 305D 35 3/8 x 59 5/8 A, 0 do E & 0 & £ A. 0 & E 3060 35318x71 5/8 A. D & E A. D & E A, C, O & E Inside enslon 3070 35 3jA 8 x 83 5/8 0 & E A. C, D Ac E A. C, 0 & E w (I E E TOP- 404D 47 VA x 47 5/8 A, D & E A, D & E A, 0 & E Perimeter caulk 4050 47 318 x 59 5/8 A, D & E A. D & E A. C. D & E (by a—) Sill Buds By Others 4060 47 3/8 x 71 5/8 A, 0 & E A, C, 0 & E A, C, D & E A A 4070 47 3/8 x 83 5/8 A, D & E A, C. D & E A. g, C, 0 & E 4450 513/8x595/8 & D & E A. D & E A. C. D & E Stool By Others 4460 51.3/8 x 71 5/8 A, D & E A. C, D & E A, 8, C, D& E v e B 4470 .3 •S/R. 83 5/8 A, D & E I A. C, D & E I A. S. C. D& E p_ Mf HOME PRODUCTS ov nt sin GRATZ, PA Pre-co By DU+es �'�~ v r " 'o 185/3185 SINGLE HUNG F't.ANGE FRAME CoWk Between Flange and Pre-Cast Ski D D i. €.= INSTALLATION DETAILS & FASTENER SCHEDULE '.• J5 € ► o'• �K �,23 4� �rrrrrittr�'ea+ire ORL d6 15 O4 *"TAPCaD� TYPE HARDENED MASONRY SCREWS INCLUDE TAPCON,RAWi-. do SIMPSON • �ro�D SIU-xe;FAtu" scWEwB r/�tsa sa - q � 6°n ��� N.T.$. A41IiP 59 sYM I DATE BY Win 0, T—OrK.,}Tortde'�32789 404=6=4 r« +742' su A 1 OF 1 Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: MI WINDOWS AND DOORS,INC SERIES/MODEL: 185/3185 PRODUCT TYPE: Aluminum Single Hung (Flange) Summary of Results Title Test Specimen #1 Test Specimen #2 Primary Product Designator H-R55 1321 x 1803 H-R60* 914 x 1575 52x71 36x62 Design Pressure* 2640 Pa 55.17 s 2880 Pa 60.19 pso Negative Design Pressure* 2640 Pa 55.17 s 2880 Pa 60.19 s Operating Force in motion 49 N 11 lb N/A Air Infiltration 0.7 L/s/m 0.13 cfm/ft' N/A Water Penetration Resistance Test Pressure* 440 Pa 9.20 s N/A Uniform Load Structural Test Pressure ±3960 Pa 82.76 s ±4320 Pa 90.28 s Forced Entry Resistance Grade 10 N/A *-Optional Secondary Designators Test Completion Date: 07/24/06 Reference must be made to Report No. 66508.01-109-47, dated 09/20/06 for complete test specimen description and data. 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Ak Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: MI WINDOWS AND DOORS, INC. P.O. Box 370 650 West Market Street Gratz, Pennsylvania 17030-0370 Report No.: 66508.01-109-47 Test Dates: 07/20/06 Through: 07/24/06 Report Date: 09/20/06 Expiration Date: 07/24/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Windows and Doors, Inc. to witness testing on two Series/Model 185/3185, single hung windows at the MI Windows and Doors, Inc. test facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-R55 1321 x 1803 (52 x 71); Test Specimen #2: H-R60* 914 x 1575 (36 x 62). 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 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: 185/3185 Product Type: Aluminum Single Hung (Flange) Test Specimen #1: H-R55 1321 x 1803 (52 x 71) Overall Size: 1321 mm (52") wide by 1803 mm(71") high Sash Size: 1281 mm (50-7/16")wide by 907 mm (35-11/16")high 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Ak 66508.01-109-47 Architectural Testing Page 2 of Test Specimen Description: (Continued) Test Specimen #1: H-R55 1321 x 1803 (52 x 71) (Continued) Screen Size: 1289 mm (50-3/4") wide by 895 mm (35-1/4")high Overall Area: 2.4 m2 (25.6 ft2) Test Specimen #2: H-R60* 914 x 1575 (36 x 62) Overall Size: 914 mm (36")wide by 1575 mm (62") high Sash Size: 875 mm (34-7/16") wide by 794 mm (31-1/4") high Screen Size: 879 mm (34-5/8") wide by 780 mm (30-11/16") high Overall Area: 1.4 m2 (15.5 ft') The following descriptions apply to all specimens. Finish: All aluminum was painted white. Frame Construction: The frame was constructed of extruded aluminum. The corners were coped, butted, sealed, and secured with two 48 x 3/4" pan head screws at each corner. The fixed meeting rail was coped, butted, and secured to the frame with two #8 x 1-1/4" pan head screws per end. Sash Construction: The sash was constructed from extruded aluminum. The corners were coped, butted, sealed, and secured with two #6 x 3/4" long pan head screws at each corner. Weatherstripping: Description Quantity Location Two leaf custom foam filled 1 Row Bottom rail vinyl bulb seal 0.187" backed by 0.250" 1 Row Fixed meeting rail polypile with center fin 0.187" backed by 0.250" 1 Row Stiles polypile with center fin 5/8" by 1/4" by 0.250" high 2 Each end of interior meeting rail wool pad Ak 66508.01-109-47 Architectural Testing Page 3 of Test Specimen Description: (Continued) Glazing Details: The window utilized 5/8" thick insulating glass constructed from two sheets of 1/8" clear annealed glass. An aluminum reinforced spacer system was utilized. The window was exterior glazed onto silicone and secured with PVC snap-in glazing beads. Drainage: A sloped sill was utilized. Hardware: Description Quantity Location Block and tackle balance 2 One per jamb Metal cam locks with keepers 2 Interior meeting rail with keepers aligned opposite on fixed meeting rail Balance take out clip 2 One per jamb Reinforcement: No reinforcement was utilized. Screen Construction: The screen was constructed from roll-formed aluminum. The corners were square-cut and keyed with plastic corner keys. The fiberglass mesh was secured with a flexible vinyl spline. Installation: The windows were installed into a Spruce-Pine-Fir wood buck. The window was secured with #8 x 1-5/8" pan head screws through the frame into wood buck spaced 3" from ends and 12" on center. The perimeter of window was sealed with silicone. No blind stops were used. Test Results: The results are tabulated as follows: Paragraph Title of Test- Test Method Results Allowed Test Specimen #1: H-R55 1321 x 1803 (52 x 71) 5.3.1 Operating Force per ASTM E 2068 Initiate motion 62.3 N (14 lbf) Report Only Maintain motion 49 N (11 lbf) 133.4 N (30 lbf) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 0.7 L/s/m2 1.5 L/s/m2 (0.13 cfm/ft2) (0.3 cfm/ft2 max.) Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMAIWDMA/CSA 101/LS.21A440-05 for air leakage resistance. 66508.01-109-47 Architectural Testing Page 4of7 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #1: H-R55 1321 x 1803 (52 x 71) (Continued) 5.3.3 Water Penetration Resistance per ASTM E 547 See Note #2 5.3.4.2 Uniform Load Deflection per ASTM E 330 See Note#2 5.3.4.3 Uniform Load Structural per ASTM E 330 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". 5.3.5 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Test Disassembly No entry No entry Test Al through A7 No entry No entry Lock Hardware Manipulation Test No entry No entry Sash Manipulation Test No entry No entry 5.3.6.3 Deglazing Test In operating direction - 320 N (70 lbs) Top rail 2.8 mm (0.11") 11.4 mm (0.45") Bottom rail 2.8 mm (0.11") 11.4 mm (0.45") In remaining direction - 230 N (50 lbs) Right stile 2.8 mm (0.11") 11.4 mm (0.45") Left stile 2.8 mm (0.11") 11.4 mm (0.45") Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (with and without insect screen) 440 Pa(9.20 psf) No leakage No leakage Ak 66508.01-109-47 Architectural Testing Page 5 of Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #1: H-R55 1321 x 1803 (52 x 71) (Continued) Optional Performance: (Continued) 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the meeting rail) (Loads were held for 52 seconds) 2640 Pa (55.17 psf) (positive) 16.3 mm (0.64") See Note#3 2640 Pa (55.17 psf) (negative) 16.5 mm (0.65") See Note #3 Note #3: The deflections reported are not limited by AAMA/WDMA/CSA 1011LS.21A440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the meeting rail) (Loads were held for 10 seconds) 3960 Pa(82.76 psf) (positive) 1.0 mm (0.04") 5.1 mm (0.20") max. 3960 Pa(82.76 psf) (negative) 1.5 mm(0.06") 5.1 mm (0.20") max. Test Specimen#2: H-R60* 914 x 1575 (36 x 62) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the meeting rail) (Loads were held for 52 seconds) 2880 Pa(60.19 psf) (positive) 2.3 mm (0.09") See Note#3 2880 Pa(60.19 psf) (negative) 3.0 mm (0.12") See Note #3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the meeting rail) (Loads were held for 10 seconds) 4320 Pa(90.28 psf) (positive) <0.25 mm (<0.01") 3.6 mm (0.14") max. 4320 Pa (90.28 psf) (negative) 0.51 mm (0.02") 3.6 mm (0.14") max. Drawing Reference: The test specimen drawings have been reviewed by ATI and are representative of the test specimen reported herein. Ak 66508.01-109-47 Architectural Testing Page 6of7 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. �&M� , &441, W Digitally Signed for.JmM R.BerKler by Vicki L.McEhwin Digitally Signed by:Michael D.Stremmel Jeremy R. Bender Michael D. Stremmel, P.E. Technician Senior Project Engineer JRB:vlm Attachments(pages): Appendix-A: Alteration Addendum(1) 66508.01-109-47 Architectural Testing Page 7of7 Revision Log Rev. # Date Page(s) Revision(s) 0 09/20/06 N/A Original report issue Architectural Testing Appendix A Alteration Addendum Note: No alterations were required. F l 42 3 RFV DATF DES )N RY 3/16" DIA. ANCHOR LOCATION CHART* 3/16" DIA. ANCHOR LOCATION CHART* -C" CALL WINDOW TIP TO TIP ANCHOR LOCATIONS CALL WINDOW TIP TO TIP ANCHOR LOCATIONS SIZE (FRONT FLANGE) SIZE UP TO DP35 DP35.1 TO DP55 SIZE (FRONT FLANGE) SIZE UP TO DP35 DP35.1 TO DP55 C•nmtp n Yav,ry Yb•rrn9 rp-1/V 6'-2" x 4'-2" XOX 74 1/8 z 50 5/8 2'-0" x 2'-0" 24 3/8 x 24 5/8 A A ENEr.e.«cos I 6'-2" x 5'-0" XOX 74 1/8 x 60 5/8 A, B, D A, B, D 2'-0" x 3'-0" 24 3/8 x 34 5/8 c• •.. 6'-2" x 5'-3" XOX 74 1/B x 63 5/8 nm o.oaaa 3'-0" x 2'-0" 36 3/8 x 24 5/8 A, D A, D IeNmaFk� T� \ ° a. 7'-0" x 4'-2" XOX 84 3/8 x 50 5/8 3'-0" x 3'-0" 36 3/8 x 36 5/8 A. B, D A. B, D 1n N 7'-0" x 5'-0" XOX 84 3/8 x 60 5/8 A. 8, C. D A. B. C. D 3'-0" x 4'-2" 36 3/8 x 50 5/8 A, B, D A, B, C. D C — 7'-0" x 5'-3" XOX 84 3/8 x 63 5/8 3'-0" z 5'-0" 36 3/8 x 60 5/8 A. B, D A, B, C, D p a 8'-0" x 4'-2" XOX 96 3/8 x 50 5/8 4'-0" x 2'-0" 48 3/8 x 24 5/8 A. D A, C, D U n 8'-0" x 5'-0" XOX 96 3/8 x 60 5/8 A, B, C, D A, B, C, D, E 4'-0" x 3'-0" 48 3/8 x 36 5/8 A, B, C, D A, B, C. D i U a °-< 8'-0" x 5'-3" XOX 96 3/8 x 63 5/8 4'-0" z 4'-2" 48 3/8 x 50 5/8 A. B, C. D A. B, C. D 9'-0" z 4'-2" XOX 108 3/8 x 50 5/8 4'-0" x 5'-0" 48 3/8 x 60 5/8 A, B, C, D A, B, C, D. E L 4'-0" x 5'-3" 48 3/8 x 63 5/8 A, B, C, D A, B, C, D, E t1/16"SHIM— d. - 9'-0" x 5'-0" XOX 108 3/8 x 60 5/8 A. B. C. D, E A, B. C. D. E. F A, C, D p N 9'-0" x 5'-3" XOX 108 3/8 x 63 5/8 5'-0" x 2'-0" 60 3/8 x 24 5/8 A. D -saa.orn.ao- p 5'-0" x 3'-0" 60 3/8 z 36 5/8 A, B, C, D A, B, C, D •- w•oe e,la By om.. 10'-0" x 4'-2" XOX 120 3/8 x 50 5/8 10'-0" x 5'-0" XOX 120 3/8 x 60 5/8 A. B. C. D. E, F A, B, C, D, E. F 5'-0" x 4'-2" 60 3/B x 50 5/8 A, B, C, D A, B, C, D p Lp 5'-0" x 5'-0" 60 3/8 z 60 5/8 A, 8, C, D A, B, C, D, E � w a Y ry owkn 10'-0" x 5'-3" XOX 120 3/8 x 63 5/8 5'-0" x 5'-3" 60 3/8 x 63 5/8 A. B, C, D A, 6, C, D, E p C 6'-0" x 2'-0" 72 3/8 z 24 5/8 A. C, D A, C, DSr 6'-0" x 3'-0" 72 3/8 x 36 5/8 A, B, C, D A, B, C, D, E p C F D E D F C 6'-0" x 4'-2" 72 3/8 x 50 5/8 A. B, C. D A, B, C, D, E 6'-0" x 5'-0" 72 3/8 x 60 5/8 A, B, C. D, E A, B. C, D, E \W A A 6'-0" z 5'-3" 72 3/8 x 63 5/8 A. B, C. D. E A, B, C, D, E J= 6'-2" x 4'-2" 74 1/8 x 50 5/8 von".w cors.pr ou., - u.•e.t...,pmo.ora amr \x 6'-2" x 5'-0" 74 1/8 x 60 5/8A, BCDE A, B, C, D, E , , , 6'-2" x 5'-3" 74 i/B z 63 5/8 Head B B C E D C a A A A A N En 0 n � i C F D E D F O C B B o 0 NOTES L, -o 1. Locate anchors within 3" of corner or meeting stile, as shown. c p a w«.wMa a 00 _ 2. Shim as required at each installation anchor as shown. 3. Anchor must be of a length to have 1 1/4" penetration A A DO 0 pwn".mN into masonry or concrete. Install per manufacturers instructions. DO -0 R r ymtlr 4. Caulk joints (Silicone or Urethane) are shown for information only. a sin / m n-,.Tom• C ht.Carpenter shall insure that wood buck is water ti E w1,aw nm,.ss P 9 E D C Window installer shall insure that window perimeter is water tight LU "°jV Op'0'!n p•rYn.ts cpw• j Nt O o .`�.a By ano - sud a oaro. 5. If exact window size is not given, use anchor quantity for a r next larger window in chart. `.:,c;�,`' 6.2 j" ` - o = 0 0 6. Letter designations on the anchor location chart indicate where ¢ moo° anchors are to be installed using the elevation as a key. oz N 0;CL )o a °BYONpmn / , _ �- ?. 7. Details shown satisfy requirements for listed structural loads. ao ma 1 - 1 sp Engineer has not evaluated details for weather or water resistance. o „ PRUFF. *ANCHORS ARE 3/16" HARDENED MASONRY SCREWS SUCH AS ITW TAPCON (ICBO ER-3370), POWERS TAPPER (ICC-ES ER-5878), OR SIMPSON T1TEN (FL 2355.1) 0 Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: MI WINDOWS AND DOORS,INC. SERIES/MODEL: 188/3188 Fin/Flange PRODUCT TYPE: Aluminum Horizontal Sliding Window Report No.: 62382.01-122-47 Revision 2: 03/15/06 Test Dates: 01/20/06 Through: 02/15/06 Report Date: 02/07/06 Expiration Date: 01/20/10 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Ak Architectural Testing SUMMARY OF RESULTS Summary of Results Title Test Specimen #1 Test Specimen #2 Primary Product Designator HS-R35 1883 x 1600 HS-R55 1883 x 1600 74 x 63) (74 x 63) Operating Force (in motion) 53 N (12 lbf) N/A Air Infiltration 0.41 L/s/m 0.08 cfm/ft2 N/A Water Penetration Resistance Test 400 Pa(8.36 psf) N/A Pressure* Uniform Load Structural Test Pressure ±2520 Pa(52.66psf) 70960 Pa 82.76psf) Forced Entry Resistance Grade 10 N/A Summary of Results Title Test Specimen #3 Test Specimen #4 Primary Product Designator HS-R35 1857 x 1575 HS-R55 1857 x 1575 73 x 62 73 x 62 Operating Force (in motion) 53 N (12 lbf) N/A Air Infiltration 0.46 L/s/m 0.09 cfm/ft2 N/A Water Penetration Resistance Test 400 Pa(8.36 psf) N/A Pressure* Uniform Load Structural Test Pressure ±2520 Pa52.66 s ±3960 Pa 82j!f!�j Forced Ent Resistance Grade 10 N/A Summary of Results Title Test Specimen #5 Test Specimen #6 Primary Product Designator HS-R55 1857 x 1349 HS-R55 1883 x 1375 73x53 74x54 Operating Force (in motion) N/A N/A Air Infiltration N/A N/A Water Penetration Resistance Test N/A N/A Pressure* Uniform Load Structural Test Pressure ±3960 Pa 82.76 s ±3960 Pa 82.76 s Forced En!a Resistance N/A N/A *-Optional Secondary Designators Test Completion Date: 02/15/06 Reference must be made to Report No. 62382.01-122-47, dated 03/10/06, 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 Ak Architectural Testing AAMA/WDMA/CSA 101/I.S.2/A440-05 TEST REPORT Rendered to: MI WINDOWS AND DOORS, INC. 650 West Market Street P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No.: 62382.01-122-47 Revision 2: 03/15/06 Test Dates: 01/20/06 Through: 02/15/06 Report Date: 02/07/06 Expiration Date: 01/20/10 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Windows and Doors, Inc. to witness testing on six Series/Model 188/3188 Fin/Flange, aluminum horizontal sliding windows at MI Windows and Doors, Inc. test facility in Elizabethville, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #l: HS-R35 1883 x 1600 (74 x 63); Test Specimen #2: HS-R55 1883 x 1600 (74 x 63); Test Specimen #3: HS-R35 1857 x 1575 (73 x 62); Test Specimen #4: HS-R55 1857 x 1575 (73 x 62); Test Specimen #5: HS-R55 1854 x 1346 (73 x 53); and Test Specimen #6: HS-R55 1883 x 1372(74 x 54). Test specimen descriptions and results are reported herein. Test Specification: The test specimens were evaluated in accordance with AAMA/WDMA/CSA 101/LS.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 188/3188 Fin/Flange Product Type: Aluminum Horizontal Sliding Window Test Specimen #1: HS-R35 1883 x 1600 (74 x 63) (Flange) Overall Size: 1883 mm (74-1/8") wide by 1600 mm (63")high Interior Sash Size: 1734 mm (35-15/16") wide by 2375 mm (59-3/8") high Fixed Daylight Opening Size: 879 mm (34-5/8")wide by 1489 mm (58-5/8")high Screen Size: 898 mm (35-3/8") wide by 1530 mm (60-1/4") high Ak62382.01-122-47 Architectural Testing Page 2 of 11 Revision 2: 03/15/06 Test Specimen Description: (Continued) Test Specimen #2: HS-R55 1883 x 1600 (74 x 63) (Flange) Overall Size: 1883 mm (74-1/8")wide by 1600 mm (63") high Interior Sash Size: 1734 mm (35-15/16") wide by 2375 mm (59-3/8") high Fixed Daylight Opening Size: 879 mm (34-5/8")wide by 1489 mm (58-5/8")high Screen Size: 898 mm (35-3/8") wide by 1530 mm (60-1/4") high Test Specimen #3: HS-R35 1857 x 1575 (73 x 62) (Fin) Overall Size: 1857 mm (73-1/8")wide by 1575 mm(62") high Interior Sash Size: 1734 mm (35-15/16") wide by 2375 mm (59-3/8")high Fixed Daylight Opening Size: 879 mm (34-5/8")wide by 1489 mm (58-5/8") high Screen Size: 898 mm (35-3/8") wide by 1530 mm (60-1/4") high Test Specimen #4: HS-R55 1857 x 1575 (73 x 62) (Fin) Overall Size: 1857 mm (73-1/8") wide by 1575 mm(62") high Interior Sash Size: 1734 mm (35-15/16")wide by 2375 mm (59-3/8") high Fixed Daylight Opening Size: 879 mm (34-5/8")wide by 1489 mm (58-5/8")high Screen Size: 898 mm (35-3/8") wide by 1530 mm (60-1/4")high Test Specimen #5: HS-R55 1857 x 1349 (73 x 53) (Fin) Overall Size: 1857 mm (73-1/8")wide by 1349 mm (53-1/8") high Interior Sash Size: 1734 mm (35-15/16") wide by 1299 mm (51-1/8")high Fixed Daylight Opening Size: 879 mm (34-5/8")wide by 1276 mm (50-1/4") high Ak 62382.01-122-47 Architectural Testing Page 3 of l l Revision 2: 03/15/06 Test Specimen Description: (Continued) Test Specimen #6: HS-R55 1883 x 1375 (74 x 54) (Flange) Overall Size: 1883 mm (74-1/8")wide by 1375 mm (54-1/8") high Interior Sash Size: 1734 mm(35-15/16")wide by 1299 mm (51-1/8") high Fixed Daylight Opening Size: 879 mm (34-5/8") wide by 1276 mm (50-1/4") high The following descriptions apply to all specimens. Finish: All aluminum was white. Frame Construction: The frame was constructed of extruded aluminum members. Corners were coped, butted, sealed, and fastened with two #8 x 3/4" screws. The fixed meeting stile was fastened with two #8 x 1-1/4" screws. The screw heads were sealed. Sash Construction: The sash was constructed of extruded aluminum members. Corners were coped, butted, and fastened with two #6 x 3/4" screws. Weatherstripping: Description Quantily Location 0.187" backed by 0.290" high 1 Row Fixed meeting stile polypile with center fin 0.187" backed by 0.250" high 1 Row Top and bottom rails,jambs polypile with center fin 0.187" backed by 3/16" 1 Row Stile diameter foam filled double leaf vinyl bulb Glazing Details: Test Specimen Nos. 1 through 4 were channel glazed with a single sheet of 1/8" thick clear tempered glass against a silicone bedding and secured with snap-in PVC glazing beads. Test Specimen Nos. 5 and 6 were channel glazed with a single sheet of 3/16" thick clear annealed glass against a silicone bedding and secured with snap-in PVC glazing beads. 46k 62382.01-122-47 Architectural Testing Page 4of11 Revision 2: 03/15/06 Test Specimen Description: (Continued) Drainage: Description Quantity Location 1-1/8" by 1/4" weepslot 2 3" from each end of the sill Hardware: Description Quantity Location Rollers 2 Bottom rail Locks with adjacent keepers 2 Meeting stile, 8" from each end Reinforcement: Test Specimen #2 and #4 utilized an extruded aluminum reinforcement. The reinforcement was fastened to the interior meeting stile with #10 x 2" screws, 3" from each end 14" on center. Screen Construction: The screen was constructed of roll-formed aluminum. Corners were square-cut and secured with plastic corner keys. The screen mesh was secured with a flexible vinyl spline. Installation: The units were installed into a wood test buck. Test Specimens #1, #2, and#6 were fastened with #10 x 1-1/2" screws through the frame at the head, sill, and jambs. The screws were located 4" from each end and two at midspan. Test Specimens #3, #4, and #5 had a nail fin which was set against a silicone bedding and secured with #6 x 1-5/8" screws, 3" from each corner and 10" on center. Test Results: The results are tabulated as follows: Paragraph Title of Test- Test Method Results Allowed Test Specimen #1: HS-R35 1883 x 1600 (74 x 63) 5.3.1 Operating Force per ASTM E 2068 Initiate motion 62 N (14 lbf) N/A Maintain motion 53 N (12 lbf) 90 N (20 lbf) Latches 9 N (2 lbf) 100 N (22.5 lbf) Ak 62382.01-122-47 Architectural Testing Page 5 of 11 Revision 2: 03/15/06 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #1: HS-R35 1883 x 1600 (74 x 63) (Continued) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 0.41 L/s/m2 1.5 L/s/m2 (0.08 cfm/ft2) (0.3 cfm/ft2 max.) Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/WDLIA/CSA 10111 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 See Note #2 5.3.4.3 Uniform Load Structural per ASTM E 330 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". 5.3.5 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Disassembly Test No entry No entry Test Al through A5 No entry No entry Test A7 No entry No entry Lock Hardware Manipulation No entry No entry Sash Manipulation No entry No entry 5.3.6.3 Deglazing Test In operating direction - 320 N (70 lbs) Left stile 3.0 mm (0.12") 11.4 mm (0.45") Interior meeting stile 3.0 mm (0.12") 11.4 mm (0.45") In remaining direction - 230 N (50 lbs) Top rail 1.5 mm (0.06") 11.4 mm (0.45") Bottom rail 1.3 mm (0.05") 11.4 mm (0.45") Ak 62382.01-122-47 Architectural Testing Page 6 of 11 Revision 2: 03/15/06 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #1: HS-R35 1883 x 1600 (74 x 63) (Continued) Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (with and without insect screen) 400 Pa(8.36 psf) No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the meeting stile) (Loads were held for 52 seconds) 1680 Pa(35.11 psf) (positive) 22.1 mm (0.87") See Note #3 1680 Pa(35.11 psf) (negative) 22.4 mm (0.88") See Note#3 Note #3: The deflections reported are not limited by AAMA/WDAMICSA 101/1 S.2IA440-05 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the meeting stile) (Loads were held for 10 seconds) 2520 Pa (52.66 psf) (positive) 5.1 mm (0.20") 6.1 mm (0.24")max. 2520 Pa (52.66 psf) (negative) 2.8 mm (0.l 1") 6.1 mm (0.24") max. Test Specimen #2: HS-R55 1883 x 1600 (74 x 63) (Flange) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the meeting stile) (Loads were held for 52 seconds) 2640 Pa(55.17 psf) (positive) 20.3 mm (0.80") See Note #3 2640 Pa(55.17 psf) (negative) 20.6 mm (0.81") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the meeting stile) (Loads were held for 10 seconds) 3960 Pa(82.76 psf) (positive) 1.8 mm (0.07") 6.1 mm (0.24") max. 3960 Pa(82.76 psf) (negative) 1.5 mm (0.06") 6.1 mm (0.24") max. 62382.01-122-47 Architectural Testing Page 7 of 11 Revision 2: 03/15/06 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #3: HS-R35 1857 x 1575 (73 x 62) 5.3.1 Operating Force per ASTM E 2068 Initiate motion 58 N (13 lbf) N/A Maintain motion 53 N (12 lbf) 90 N (20 lbf) Latches 9 N (2 lbf) 100 N (22.5 lbf) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 0.46 L/s/m2 1.5 L/s/m2 (0.09 cfm/ft) (0.3 cfm/ft2 max.) Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/WDMA/CSA 101/LS.21A440-05 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 See Note 42 5.3.4.3 Uniform Load Structural per ASTM E 330 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". 5.3.6 Forced Entry Resistance per ASTM F 588 Type: A Grade: 10 Disassembly Test No entry No entry Test Al through A5 No entry No entry Test A7 No entry No entry Lock Hardware Manipulation No entry No entry Sash Manipulation No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 62382.01-122-47 Architectural Testing Page 8 of 11 Revision 2: 03/15/06 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #3: HS-R35 1857 x 1575 (73 x 62) (Continued) 5.3.6.3 Deglazing Test In operating direction - 320 N (70 lbs) Left stile 2.8 mm (0.11") 11.4 mm (0.45") Interior meeting stile 2.5 mm (0.10") 11.4 mm (0.45") In remaining direction - 230 N (50 lbs) Top rail 1.3 mm (0.05") 11.4 mm (0.45") Bottom rail 1.5 mm (0.06") 11.4 mm (0.45") Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (with and without insect screen) 400 Pa(8.36 psf) No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the meeting stile) (Loads were held for 52 seconds) 1680 Pa (35.11 psf) (positive) 29.0 mm (1.14") See Note #3 1680 Pa (35.11 psf) (negative) 22.4 mm (0.88") See Note 93 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the meeting stile) (Loads were held for 10 seconds) 2520 Pa(52.66 psf) (positive) 3.8 mm (0.15") 6.1 mm (0.24")max. 2520 Pa (52.66 psf) (negative) 2.3 mm (0.09") 6.1 mm (0.24") max. Test Specimen #4: HS-R55 1857 x 1575 (73 x 62) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the meeting stile) (Loads were held for 52 seconds) 2640 Pa (55.17 psf) (positive) 20.8 mm (0.82") See Note #3 2640 Pa (55.17 psf) (negative) 21.3 mm (0.84") See Note#3 62382.01-122-47 Architectural Testing Page 9of11 Revision 2: 03/15/06 Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #4: HS-R55 1857 x 1575 (73 x 62) (Continued) Optional Performance: (Continued) 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the meeting stile) (Loads were held for 10 seconds) 3960 Pa(82.76 psf) (positive) 1.8 mm (0.07") 6.1 mm (0.24") max. 3960 Pa(82.76 psf) (negative) 1.0 mm (0.04") 6.1 mm (0.24") max. Test Specimen #5: HS-R55 1857 x 1349 (73 x 53) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the meeting stile) (Loads were held for 52 seconds) 2640 Pa(55.17 psf) (positive) 15.5 mm (0.61") See Note #3 2640 Pa (55.17 psf) (negative) 16.3 mm (0.64") See Note #3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the meeting stile) (Loads were held for 10 seconds) 3960 Pa(82.76 psf) (positive) 1.0 mm (0.04") 5.1 mm (0.20") max. 3960 Pa(82.76 psf) (negative) 1.5 mm (0.06") 5.1 mm (0.20") max. Test Specimen #6: HS-R55 1883 x 1375 (74 x 54) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the meeting stile) (Loads were held for 52 seconds) 2640 Pa (55.17 psf) (positive) 15.2 mm (0.60") See Note #3 2640 Pa(55.17 psf) (negative) 15.7 mm (0.62") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the meeting stile) (Loads were held for 10 seconds) 3960 Pa(82.76 psf) (positive) 0.76 mm (0.03") 5.1 mm (0.20") max. 3960 Pa (82.76 psf) (negative) 1.5 mm (0.06") 5.1 mm (0.20") max. Ak 62382.01-122-47 Architectural Testing Page 10 of 11 Revision 2: 03/15/06 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing, Inc. and are representative of the test specimens 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. ;w4t'� 7t. 444044--- Digiteily Signed by:Jeramie b.Grabaech Digiblly Signed by:Steven M.Udch Jeramie D. Grabosch Steven M. Urich, P.E. Technician Senior Project Engineer JDG Jdg/vim Attachments(pages): Appendix-A: Alteration Addendum (1) .............._... Ak 62382.01-122-47 Architectural Testing Page 11 of 11 Revision 2: 03/15/06 Revision Log Rev. # Date Pap-e(s) Revisions) 0 02/07/06 N/A Original report issue 1 02/22/06 Page #3 Changed reinforcement from Test Specimen #2 and#3 to #2 and#4 2 03/15/06 Page 4 In the Installation section, changed Specimen #6 to#5. Ak Architectural Testing Appendix A: Alteration Addendum Note: No alterations were required. 0 WIDTH UNLIMITED(PERP.TO PANEL SPAN) ;n ANCHORSafie WD70 PBBgR7{Storm ProbcHan Pre QUOEW \ TYP. 2: " A61 BUIL OINe PR.Au0 16 co.oPOW.,c Drano,492.IT—T A--o,.1— C611 . Ib 0O1 292.662< PLAN 11 28 GAUGE GAIV.STEEL TYP.KEYHOLE PUNCH UFTAIL v �. g STORM PANEL IN PANEL FOR INSTALLATION c�•+-� dd R I.STEEL STORM PANELS SHALL BE AS.A153 CS-B.0.18" THICRNE55. I WR J 1. IVIS YYSt[M HAS SEEN TESTED AND ETALUATEO AS A URGE Iyy M15SRE IMPACT PROMCFWE SYSTEM IN ACCOWOANC£WITH THEa $b REOUIREAIEN OF 111E 2001 FLORIDA BUILDING CODE, K rs EACLUDING THE HAIZ. 3.PRODUCT MARRWGS SHALL BE ROLLED INTO EACH PANEL WITH 'y SPACING IN BETWEEN MARRINC NO GREATEN MAN 36'. (ISI of j? y� q, POSIT AND NEDATNE DESIGN PRMSUPa TO BE USED WITH z leyy THESE DRAWINGS STALL BE OLTERMINED BY OTHERS EOR .2 SPECIFlC JOEY IN ACCOROANCE WTI—GQ ERNINO CODE. 0_ ��� 5, TRE SYSTEM DETAILED NOON E G IS GENERIC AND ODES-1 PROTIDE WTORMATLON EOR A SIS OC SRL IF SIIE CONDITIONS $ GA DEVM7E FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR RCGISIE'RED ARCHITECT SNAIL PREPARE SITE SPECIFIC IIOCUMENTS 10 BE USED IN CONJUNCTION MMMT MRS OOCUMIEM. 6.PERMtr HOLDER SNALL YERWY THE AoMUA,,OF?HE pSMNG D STRUCTURE M WIIHSTANO NEW SUPERIMPOSEO LOADS. 7 ALL ALUMINUM EXMSIONS—BE 6063-16 ALUMINUM 4LOY, UNLESS WARD OTHERWSE. 0.Top a E MUM DETAILS SHOWN MAY BE WTERCHANDEU AS FIELD CONDITIONS DICTATE AMOS MAY BE MOUNTED HORIZONTALLY WYE APPUCASLE. 6 y, ALL WON a WASHERS SHALJ,BE ZINC COATED STEEL I 1 GLVA'IZ(D STEEL OR STAINLESS STEEL„ 10,ANCHORS SHALE BE INSTALLED IN ACCORDANCE WIIT MC140R MNUFACNREN'S RECOMMENOA110N5.EYtINMFNi LENGIIIS AND EWE g61NCES SHALL BE AS RECOMMENDED BY THE ANCHOR MNUTACNRER OUT IN NO INSTANCE STALL INV BE LESS THAN I AY SHOWN ON 1HE5E APPP04D DRAWICS. EMNEDMIENTS AND EUCE DISTANCES SNAIL NOT N uor STUCCO ON OTMR TUR"HES. TABLE OF CONTENTS PANEL DILRLCT MOUNT UNT T"BUILD-C) DESIG DESIGN o SHEET�' DESCRIPTION SPAN PRESSURE(PSF)PRESSURE(PSN Nuc if tfi U6 I TYPICAL EL ATIONS OENERAI NDilS W OE7AIL5 12'-53' +70.0 -70.0 +700 -70,0 MIS, BILL OF MATERALS COMP iS 53'-70' +88.0 -580 +56.0 -58.0 Brl EW s 3 CP055 SECTIONS CORNER h 0 URE S PUA IN: WWH 4 ANCHORING SCHE UlE-CONCRETE CH 7U'-tltl' +A6.0 -Afi.0 iA8.0 -A8.0 ��W. ANCH RING SCHE ULE-WO00 BE"-106' +75.0 -35.0 +35.0 -35.0 FL-3022 ITEM DESCRIPTION UATFRLAI I STEEL STORM PANEL 28 Cd0GE-.018'GXV.STEEL STEEL "- 2 14-10 x J 4'X.H.BOLE S.S. J OUILU-UUT Y'TRACK ALUMINUM 3.04" 8: 4 WASHERED WINGNUT STEEL O �n �Nc-oBs' d BUILD-OUT 66 f .175" y �D a 12'COVERAGE 13.75TOTAL WIDTH i STEEL STORM PANEL PROFILE wm I I 1s ntl N.7.5. n. Ew N WWX u. R-3029 S aRR l a 5 EMBED, EMBED. sEE wlcHoa 1/4"MAX ';; I scHEouiE 'y^V coNNEcrioN.c2 �~i--piUM.ANGLE CLOSURE PIECE wcWi NO, EDGE Z 2"x 2'x .120"MIN.TO/ o / q DISIANL'f 2"u 5'x.12Ei FLAX. tl_P o 9 m pf"s a /SDI � EXISTING R 'jib f 8 STRUCTURE Tq I SEE ANCHOR 6.0"O.C.MAY FASTENER 6 /2"O.G.SEE c3 SGHFADLE O PANEL In EI AN HOR SCHEDULE FOR ANY u CCIANECTE Cl ACCEPTABLE ANCHOR F'TA'ACK 6'OC.W%. CONNECTION BUILO—OUT t;f I J d V C M STRUCTURE EXISTINSTRUCTURE STRUCTURE � _� w-- WALL MOUNT FACE MOUNT .� VL> { WY q O S z 6.0'or, MAX O PANEL TO "I"TRACK "7 CONNECTION ��--� 3 e.-2ro.c.AO e.s.Nr.IS w/ewcNun t. Orv.l� .1 3 - SEE ANCNDR NAaf wv v mum SEE ANCHOR CONNEC110N:C2 EXISTING I SCHEDULE EYIS1/NG j, SIRUCTUNE I CONNECiiON:Cl SiRUC NFC o A •�x„{• ! 7F^ 6'D.C. 6 EMBED. EMBED. eoe�-re uuAirNUK ru 1 I 16 Oti lOYM eWEE Athy., NT,S. e DIRECT MOUNT SECTION "F""TRACK BUILD—OUT 4em wne""`E re. Ew ALT CORNER DETAIL ^' Fl-]0'19 n 3 n3 ANCHOR SCHEDULE ANCHOR SCHFOULE IONA-Y.- lit! v 15 's-* rld Ul- 7d W ad M . u O how. 1 !211 IW I 1— 12-1x 1d AT SHOWS t20-T--, TATS�11- -E V- 1A129 SHUTTER SYSi EAI 1-s8 ANCHOR SCHEDULE —124- —1-. 12,1 zrr ILI' r—Mt wo UCL 2+l GA(CE CXV FELF By �rmoftic SC4EOUc /rp- m NOJ CA,L I -17 City of Atlantic Beach APPLICATION NUMBER aS rIs Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: 02 �9 O APPLICATION REVIEW AND TRACKING FORM Department review required Yes No 2 7 � / '/ ,►y, Building Property Address: /1 aT D h'4 tanning &Zoning Tree Administrator Applicant: _ !!7�!"/r� 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: APPLIC ION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle Comments: BUILDING PLANNING&ZONING TREE ADMIN. Reviewed by: Date: PUBLIC WORKS Second Review: ❑Approved as revised. ❑Denied. PUBLIC UTILITIES Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: .. .... .. ............_.. � g CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028275 Date 5/21/04 Property Address . . . . . . 346 MAGNOLIA ST Tenant nbr, name . . . . . . REMOVE/REPL.DWAY&PARKING Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2495 Owner Contractor ------------ ------------ ------------------------ SMITH, GRETCHEN DETERS LOFTUS ENTERPRISES 346 MAGNOLIA STREET 2171 CYPRESS LANDING DR ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-8903 ----------------- ------------------------- ---------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2495 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 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. BUII G OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford CJs BUILDING 1 ZONING DEPARTMENT s.Dloerr s .a s 800 Seminole Road r Atlantic Beach,Florida 32233 (904)247-5800 y-� 3`)• (904)247-5845 Fax PLAN REVIEW,COMMENTS Permit Application #0H --7! Property Address: Applicant: Project: f2)-C( oyc 4-- -51-110 (�WCL 1" a are This p mit application has been: Approved Reviewed and the following items need attention: Please re-sub> it your applicatig4 when these items have been completed. Reviewed'$y• '` Date: ' S--l3-0 i'��L`lr1f� �s V CITY OF ATLANTIC BEACH s> BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: .5/11 � �Glq tno��� Job Address: 3 Owner of Property: pLcLe �% y Address: Sc.ywc_ Telephone: C� 9 Legal Description:��llBlock Number: Lot Number: !Zoning District: SO1+ct/f' eOw/l c� Contractor: �-1 05 �+/1 'R� sr rn State License Number: Contractor Address: I7U6 `�cv� pc(" ( Cj_ 5. civ► . &>S C�Se>ti�.�� _3 q Telephone: c;LaI — lr) b-5- Fax: Describe proposed use and work to be done: 9\2a6*n t r_ eA1+,vt wee;, + + 0 ck Present use of land or building(s): A Valuation of proposed construction: What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? AlA Add plumbing fixtures? r*__0 Add fireplace? d Add heating/air conditioning? `(o Is approval of Homeowner's Association or other private entity required? _1A.Q If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as anaroariate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -bttp://www.ci.atiantic-beach.fl.us Page 1 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all inform ion provided with this application is correct.A - - d ignature of owner: r Date: p V`a`� f � T I hereby certify that I have read and examined his p lication and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: le Date: 110o Address and contact information Arson to receive all correspondence regarding this application (please print). Name: OTTi+� ✓ DCIS ner Mailing Address: RakoIo iRild 13, 5ulle Telephone: Fax: E-Mail: 0,->4 AS TO OWNER: j�,� Sworn to and subscribed before me this day of _ ,20- `• State of Florida,County of Duval Notary's Signature: JENNIFER SCHLUETER MY COMMISSION#DD 121301 ❑ ersonally known :a EXPIRES:May 27 2006 Produced identification Bonded Thr.Nota Public Unde writers Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this ,day of , 200 State of Florida,County of Duval Notary's Signator JENNIFER SCHLUEI ER ❑ Personally known MY COMMISSION#DD 121301 EXPIRES:Ma 27,2�Y(i 94—Produced identification q Y BType of identification produced •','���j ondedllwu Notary f'uWx— U��n�ets, 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 MAP SH&-iy11V3 BOUNDAPY S'L.I'PVEY OF L 0 T_ BL SHOWN ON MAP AS RECORDED IN PL A T BOOK /0 PA OF -HE PUDL IC PECORDS OF DU VA L CO. Ft CERTIFIED TO cm of Atlantic UsCh Pla" WW Z" D"wornem This approval verfts awapNom wo aPpftmbft 7;7 zoning, subdlvttjW and other local land development regul but does am constitute approval for the I*=of permb. cwoarm with Fjorkle,"I%# PW *0 21 Other applicable ,}o l" 841a'and F*d" porn* mquirefrAmU asq nprbr alm of 1 he City of Adwft wousnom of as low AM 4'!' FFA 7-W # 3 4 4- ti Ii..Z �reCA, ,�77 14.1 25() 417 A'f; /u 0 4 _5 7-R E7 E 7— �,4 = seta k+Lly-) y" I HEREBY CERTIFY THAT THE (07 x SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE AS SHOWN ON FL 000 INSURANCE RA TE NAP_!a0_1 FOR Q FL OPIDA, DA TED ALL AMEPICAN SUR VEPOPS, INC . LAND SURVEYORS - 4220 HOOD ROAD - JACKSONVILLE, FLORIDA. 32257 - 9041268--4155 LEGEND I HEREBY CER TIF Y THAT THE ABOVE L ANDS WERE SLIP VE YED UNDER NY Z THAT THERE ARE NO RESPONSIBLE SUPERVISION AND DIRECTION , 4 ❑ CONC. MON. ENCROACkWENTS E,1rcEPr AS SHOWN AND THAT THE SURVEY' SHOWN IRON Cop. WREON MEETS THE rECHIVICAL SrANOAROS SET 'C),RrH SY rhF ALL FLORIDA BOARD OF LAND SURVEYORS Pf,#-?SUANr -0 SECTION 472. 027 (SET WITH CAP FLORIDA. 5 rA TUES AMERICAN A 'L jFL8 3857) A 6_PICAN SUP 0- HAiiPISO^. Ac�. P, L, S. No. 2647 SLIP VE YOP ,J _X_FENCE 0 IRONCOP, SCALE (FOUND) CROSS CUT LUTE RE615rEREL) SlA9VEYCVZ SATE OF FLORIDA E. -7 Cit; ofR RECEIPT*** Ci15� TYPe: pC Drawer: 1 Dater D5M2 ®1 Receipt no: 57914 d peount 28275 Description Quantity Bp BUILDING 1.* $67.50 BU4 28274 Bp ILDIW PER%'T� 967. 1.Tender detail 2373 9135.0 r•TllrOF t�Tyr r4.r yf` BI7 C CK q{F,CX5 9135.00 Total tendered 9135.00 Total �Yeent FOF:YWATER CUTotal date: 5121/04 Tiee: 9:33:47 Ar'V :3I',"EAT'IUz1 _Fh t3D:RFE3Y MADE FOR i' ...� �.��—IN AT THT3 F0T.,S,OI+7,TNr7 ADDRESS FOR CUT—ITNT (MAkC:E OF 85.00 + 2.00 Const. Water T L EET '6TO . 346 Magnolia Street TIOT 289 , ,13I,OC9C ,m,SUBCIV3:3ION Salt Air ACCOUNT NO. MASTER PLUMBER MAILING ADDRESS DA"!"L_g—vl� FTFR DATE INSTALX,Et1 '-/— 7 1' £ Ac/v i 7/31/79 346 Magnolia Street ,.; 289 Salt Air Dale & Shirley Frolicker Residential //C��ITYOF Office c Buildingffici j f r REQUEST FOR INP TION lv Date___ I(`{3 - "" __ _ Permit No. Time A.M. Received _ ,P.M. Job Address cality Owner's - 1 Name. _Contra r G. ^�✓ ` ---' CONCRET ELECT -CALPLUMBING s tulEGfi�413f£a4 Framing Footing to Rough Re Roafing Slab E Temp Pole Top Out L Heating Insulation E Lintel [1, Final t: Sewer i Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday Inspection Made _ { P.M. Inspector final Inspection O Certificate of Occupancy E Date } 189 PEP+4R'1"MENT OF BuRAM CITY OF ATLANTIC BEACH h p} . . P� T IN ` RIA' It3N rmi t Num r: ------- -__..- LOCATION INFORMATION _- - P `mit T , Add .346 MAGNOLIA STR��T O' t RLI�CTR I CAL d4iii of NO'rk:ADDITIO - ATLANTIC BEACH, FLORIDA 32233 j6ons t r ' WCQL r � LEGALDESCRIPTION -- ed' Er XSf W-rVBlc k:rcgos 'ie:Sr*GL Lot : Twp- 0 1l*A 3 J VSAbdfD CVrj j Rnq Est . Va i 0100 'ot3, e F` s,Aunt 25.13f r N - APPLICATION F T 25------- T , 0 N °° FLOP,IDA ' �u N e: M S; :R AL/ �AL�__ JACrIC$` N r F 0 IDA 221(3 G' R`xp: / S• d�. i CE lt.» t t�4 F AM F4MMOS MUST OE WY90 BEFORE MM Wq PERMIT VOID SIX MONTHS AFTER©ATE C4F.SSUE SEJI ?iNt MATEPIIA ,RUBBISH ANL3 SNI$Pi M THIS WORK MUST NOT BE 13�Eb PUBLIC;;SI34CI AND MUST BE CL"E0 UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER IN RE gifts "T ';. I I "VITH THE MECHANIC'S 'LIEN LAyi/ mm CAN ESULT IN E "N T1 ICE FORTHE' UILDIN(a I� PR6V IEI ENTS" I D ACC©Rt311'0 10 APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANI3,SUBJECT TCS REVC)CATI F U t tl' OF AP' r ABS PRC JISIONS OF,LAW. CITY OF ATLANTIC BEACH, FLORIDA Am•o-d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM:Afc Sr•r(ler,.,MASTER ELECTRICIANSIGNATUREzzT--',-l-z'l JOURNEYMAN NAME 14"K,16 ADDRESS: Sys- a/•.� �T- RFD—BOX— BLDG. FDBOXBLDG.SIZE BETWEEN: RES. ( - APT.( ) COMM.( ) PUBLIC ( I INDUS. ( ) NEW( ! OLD ( 4-- REW. ( ) ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS ( ) SCI. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0•30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMP$. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT Ql • OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS -- TRANSFORMERS: UNDER 600 V. OVER 600 V. — NO. KVA NO. lKVA NO.NEON TRANSF. O. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES q mi I EF!ARTMENT OF:OWDING CITY OF ATLANTIC BEACH EPERI i INFORMATION ~ Carm t LOCATION OCA5I ON INPOA r__N � 1289dress: 344',Perm yjeECA ICAL AOV LIA STREET N �AL uA tONATLANTIC BRACH SRIAA 3223323 3 . _ LOAL DESCRIPTI -_ - q Ty0e T400D pp" Block.- eTwp: 0 D,4eI1-jjags: 0 SC.Ctie>n. 0 Subd« Rrig: Subd -00 . . « ,r,a Total 5.00 r , ' `ION APPLICATION PEES IT Aed XNT 25.00 I+I _ ME R. t I AL/ AL Y ` axbper+AAkf➢i 'Rko-', ""nwt+.i ,�p �3 JACKS�a1I r , I LOIg IDA 32,210 , :. ALL CO NCMIr FORM AND FOOTINGS MUST III.IN3P1w1=0 BEFORE F'+DUPANGk P#-RM1fV0IO SIC MONTHS AFTEA DA TE OF ISSUE s� SI IIIpINta MATERIAL CL ,RL 1SH ANIS OF-SATS FROM THIS WORK iMUST NOT BE PLACED IN PUBLIC Sf'AC� AND MUST BE #; EDUP AND ILEC3 A 11i�4Y BY,I+I'�R CONTRACTOR OR OWNER r. �.# ' ► + �M I LIE N LAW CAIN' 'PIESULT IN ' PAYINdT' i#CE FC) THIII I " l�MI NTSs, ACCOFOIN TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REV LT Of AP CA pLe f�I'�OVI5IONS,OF LAW. REVOCATION' FOR 241 r ATl.AI #IG.BEACH BE1I} iNG. PARDECKS T MENT 1 ?' r BUILDING AND ZONING INSPECTION DIVISION CITY Of ATLANTIC BEACH ATLANTIC R[ACM, FLORIDA saaaa APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, Ill, and IV. LOCATION Sheet Address: of GJ T OF latersoatiog Streets: blw000 Anal. lal"(1 f. SUILDiNG ll. IDENTIFICATION — To be completed by all applicants, Iw c0-54era►ion of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance .•M the o"actVd pians gad swificetioas which are a port hereof and in accordance with the City of Jacksonville ordinances and standards ad 9001 pracr.ce Gstod there;o, ata+na a! A/echaaicet _ conrs tracto Ga.+®aat« Ihiwtl �G` L— (t T• Nt, Matter ` ka.0 of !.*party Owoer $"so" as owoar Signaturo of or AaM'miea/ Agent ,.a Architect or Engineer iIt. 6&49LAL M" T" A' Typo of heating IS OTHER CONSTRUCTION BEING DONE ON (:3t'sc THIS BUILDING OR SITE? Q t.«—O V Q Ne" Q Costtd Utility Oil IF YES, GIVE NUMBER OF CONSTRUCTION (3 PERMIT V. hidMWICAL BW Miff TO K tMRIkUMD NATURE Of WORK !►wait.400008"4 of 400106060%so bssl of ilia"I 0 Residential or O Commercial ❑ ""1 O Speee O tsmwmd O C40001111 O Flow O Now Building Q'Ar CI i0i -+lc 0- ese Q Ces/wi ❑ Existing su t ft O Dec+ states. Fess. r�j CrA�1 ❑ Mplacoment of existing system Maims"saMdhr 40.n4 ❑ New Installation(No system previousty Installed). ❑ elem, O Extension or add-on to existing system O C-A" fess el COPNG*fQ Other— Specify _ t� ❑ Fee sprinters: Neextlw of L—A- C3 A❑ d.•*«.r Q hde.iM Q fssststw ..._..r..._�.Itiatlllb►j O G«air—�� (nastlMel TM VAC* M4ONMCi Us ONLY O maesiwj Tedis f,a„wtl Rsslstia O 06 ❑ Uel ed presww vamp O "AM ha etN 40"s ire e.a. 0 OAsr — s+«+k twaltf r.. urr ALL XQUIp cswr ALR COND rl0NIM AND REFRK i UT10[tl EQURNM Pusrbervales DaaselrRelsa Meds!! umbw �EsAAhslasse ('lbsrj -1 i MICATiT1G • 1URNAtXi, son046 810113 nACU ylon>tsle OaMs Dsesstl�llsA �Eat>itl e00 N r*i t3 w7 �nwYas a ]Usse el sadsl A= 384 •: r �;� „ .oEPARTmENT OF 8UIL©ING CITY OF ATLANTIC BEACH kY.M PERMIT_,(yLM INFORMATION, NFOR�AT(YqI'{ON LOCATION! INFORMATION-m -NumbPe-mit Address: a �iiY V ryVTyW E 46, �r IE'ermit Typ Y.ROOM ADDITION ATLANTIC BEACH, FLORIDA 32233 C1' s of LEE�AL oirk-IADDITION __------- DESCRIPTION -__----..__ Cpn trY Tppo:WOOD FAME B1oo . Lot . Twp. 4 aposed Uie;BINGLE FAMILY3ectic�zls 0 $ubd: Rng. f? Dwe11'inos" 0 Subdivision Est . ye1usc 0.010 ";,Total . re nc unt 202,60 A 11 A T IONAPPLICATION FEES PERMIT l2C12W aA A�z RUT, c FLORIDA '.: z5,em�ot eafuda", 0 It R IATI }NEB ROA CKS FL 32257 i a ;x t = t a A PIt31'I6E AU C+CI�FORII AND FOOTt!OS MUST BE INSPECTED FIE1wORdr POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ,3 BUI tI114 MATERAIRUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CL04EI3 UP A.Nb LEP,AWAY SY EI"Ii I CONTRACTOR OR OWNER �: h » " � 'N THE MECHANIC'S UEf W ! AN RESULT 1N ' 0 :0N TWICE FORTHE U �Nt r`64PRWEMENTS" E£I ACcppd : TC?APPoVII 1 ► IS WHICH ARE PART OF THIS PERMIT AND SUBJICT:TO REVOCATION F ON Of:AIS' : �4BLE PROVISION; OFLAW. 14 ATLA!iTIC BEACH Itt b ESP R# ENT � ,_ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-93 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions and Renovations Dpartment of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code maybe demonstrated by the use of Form 60"kir adddats of 600 9pn feetar fess.sila-irked components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 6DOB-93 or 80". PROJECT NAME: BUILDER: frA900 AND ADDRESS: PERMITTING LNMTE \/� OFFICE.,47Z-4N?7r +' ( t❑2 [13OWNER: M5 C (C.N r 1tr� MQ. I o PERMIT NO.1 1 1 1 /YNo.;12 ke I I /I �t SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in TebiesOC-1,8c-2 ant 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment e?fldencyr;eve%must be stet only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components uAooridbionod spaow tiros corxW*r ed spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations oosttng nt m than 30%of ft assessed value of the Wilding). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or apo fd AWA FACTURED HOMES AND BUUWGS.Or*site- installed components and features are covered by this form. j in1C W CK 1. Renovation, Addition or Manufactured Home 2. Single family detached or Multifamily attached 2. '914KY V0VA4f P 3. If Multifamily-No. of units covered by this submission 3. N R- 4. Conditioned floor area 4. 36 � ..... 5. Predominant eave overhang (ft.) 5. 6. Porch overhang length (ft.) 6. + ''' ` � 7. Glass area and type: sner a. Clear glass 7a. b. Tint,film or solar screen 7b. I►* " 8. Percentage of glass to floor area 9. Floor type and Insulation: a. Slab on grade (R-value) Rte;- � ' .ft. b. Wood, raised (R-value) ,1,51 �' 9b. R ,,,,,, ft. C. Wood,common (R-value) AL*o4 Ae& /8::: 9c. R `sq. ft. d. Concrete, raised (R-value) 9d. Rs sq.ft. e. Concrete,common (R-value) 9e. R= sq.ft. 10. Wall type and insulation: a. Exterior: ,; 1. Masonry(Insulation R-value) 10a-1 R. _ sq.ft. 2. Wood frame (Insulation R-value) riobo R= sq.ft. b. Adjacent: " 1. Masonry(Insulation R-value) RifSsq.n. 2. Wood frame (Insulation R-value) R= -_sq.ft. c. Marriage Walls of Multiple Units* (Yes/No) 10c 11. Ceiling type and Insulation: a. Under attic(Insulation R-value) 11a. Rio sq.ft. b. Single assembly(Insulation R-value) 11b. Ric Esq.ft. 12. Cooling system* pQ �G (Types:central, room unit,p ackage terminal A.C. on ) 12. Type: N=e-At�'"/N6 l A-1,#C S SEERAM: 1a► 13. Heating system*: tX' rsr-/V 6 (0,ooa 91V 13. Type: (Types:heat pump,elec.strip,natural gas,L.P.gas, room or PTAC,none) tPF/tr0�1l111 - 14. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No),t11 14a. b. Ducts on marriage wails adequately sealed* (Yes/No) ''`'1f� 14b. 15. Hot water system: '.J/A- 15, Type: (Types:elec.,natural gas, other,none) EF: *Pertains to manufactured homes with site Installed components. I hereby certify t the pplans and s ''c ' s covered by the calculation are in Rev(ewofp�nsiw-eldl' redby#6c*uNionind�escanpoance compliance with a iod rgy With flt�FW EtttrTgyf Vie: tbtSiir t {Col S bis7dutgwillbe inspected for PREPARED BY: �� DATE: I hereby certify that buildi is i e with the Florida Energy Cbde. b WALOM o u: yrs _ OWNER AGENT: d� DAT4gn � `Q t) DATE ri. ! ' 1 - kmTRlx#yyy:H:w-.: Climate Zones 1 2 3 TABLE 6G1: PRESCRIPTIVE REOWREMENTS FOR SMALL ADDITIONS000 4 FL wd REW)VATiOlIS TO ON Mfi BUA.DMNaS AiND$ill #iSTAIIED COW011i13 OF 111111 lFACTt1RED HOME& AMMILIM INSULATION 111N11wim INSTALLED COMPONENT INSULATION ' INSTALLED EQUIPMENT EFFICIENCY _Concrato- R-7 _ Central A/C-Spat SEER 7; SEER = cn F[apag, x A�' R-1 l -Single PIV, SEER a 9.7 SEER = -JFrame,2"x 6" R-19 S 3Room unit or PTAC EER _ 8S' EER = Common,Frame R-11 " + Common,Masonry R-3 Electric Resistance ANY C7 Under Attic R-30 z Heart pump-Sp1I -f4S PF -.+ ,N3.8 HSPF = z Single Assembly;enclosed R-19 -&Ve Ply, WPF . 8.8 HSPF = v Single Assembly;open R-10 x Room unit or PTHP COP 2.7' HSPF/ = Common,Frame R-11 w !i' COP rn Slab-on-grade No Minimum 0- Raised Wood R 19 r" Gas,natural or propane AFUE - .78 AFUE = Fuel Oil AFUE - .78 AFUE = O Raised Concrete R-7 - LL Common,Frame R-11 o w Electric Resistance EF - 88 EF = j In unconditioned space R-6 =3 Gas; Natural or L.P. EF - .54 EF = _ n In conditioned space No minimum Fuel Oil EF - .54 EF = ' TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Sea Tale 8•4" Maximum percentage glass to floor area allowed is selected by type,overha2i length,and shading coefficient. Maximum%_ Installed%_ GLASS TYPE,OVERHANG,AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Since Double OH-SC OH-SC OH H C OH 5-c- 1'-1.0 0'-.90, 2'-1.0 1'-,.90 2'-.90 3'-.90 0'-.86 1'-.86 0'-.70 NOT 1 -.70 NOT`: 2'-.70 0'-.65 ALLOWED 0'-.50 ALLOT+W- 1'-.50 0'-.40 Shading coefficients(SC)may be obtained from the manufacturer. Single clear SC 1.0,double dear SG-.90,and Single tint SC=.86. TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUiREMfENTS CHECK Exterior Joints&Cracks 606.1 To be caulked,gasketed,weather-stripped or otherwise sealed. Interior Joints&Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. Sole I Top Plates 06.1 -Sole plates and penetrations through top plates oll exterior walls must be.sealed. Infiltration Barrier 606.1 Infiltration barrier must be installed in exterior wells Pra-ArW Fireplaces 606.1 Fireplaces must have flue dampers,glass doors and outside combustion air Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shah have darrlpere,except for combusdw devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside comIX101110111W, Heating except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or dearly marked ckcL*breaker(electric) or cutoff(gas)must be provided. External or built-in heat trR required. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools avast have a Pools&Spas pump timer.Gas spa&pool heaters must have minimum thermal efficiency of 7844 Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units)sind the first _ 8'of piping from the water heater(or until piping enters an Insulated wall or slab), Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per mlrn t8 of 80 PSIG. HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed,insulated and installed in accordance with the criteria of Section 610.1: Ducts Walttim must-be- Insulation&Installation insulated to a minimum of R-6. Air handlers shall riot be installed in attics unless in marc awl closets. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for em*syiltenn." GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R•value of the insulation being added to each component and the efficiency levels of the equipment being Installed.AI R vdue®i1Hd l MldeB illagMed MOM Ma exceed the miriiinwrn values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of pby glass to conditioned floor area in the addition as tolm,Total the areas of pbss srkldows slang gl doors and gMes door penrk Darbae e,e area a non vertical roof glass and add it to the previous total. When glass in existing exterior wells is being removed or enclosed by the addition,an amount aqua b the Waal ane offt frraaa sol rte sub0ecled from the Wfal glass area. Divide the adjusted glass area total by the conditioned floor area of the addition.Muftiply by 100 to get the percent.Find the largest glass percentapa uncle Ifth youroda baa I peroeall,1 leas an Table 6C-2 Presaipoves are given by the type of glass(Single or Double pane)and the overhang(OH)paired with typ a shading coefficient(SC). For a given glass e and r)YetFrerp,elle rNrAaesn etrae9rp coliwdMt elalwd is specified.Actual glass windows and doors previously in the exterior walls of to house and being reinstaiied'm the addition,do not have W comply with theOAK"and shoe"analpder no"Inosmds on Tat b OD-Z M m glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance is rreastued perpendiaAmy from die[goad the puldtpaii+ldFa*under the ouiemost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass need to meet the folbvrirlg requiremenrls.Any glass type and shading coeffiderlt maybe used for gbas wass,which ars►aider at least atwo bot avedov and whose lowest edge does not extend further than 8 feel from the overhang. Glass areas being renovated that do not meet this criteria must be afi w skgis-paw 6Aed ur dAblaw tinted 4. Complete the information requested on the top hal of page 1. 5. Read"Minimum Requirements for Small Additions and Renovations",Table 60-3,and check all applicable Items. u x 6. Read,sign and data the"OwnerlAgenf certification statement on page I. -2- CITY OF ATLAN'T`IC BEACH PERMIT CALCULATI N SHEET Address_ MA(- 6J d L��� ��j rt r Date_ - a2- --9 6 Heated Square Footage @ $ per sq ft = $ _ Garage/Shed �@ $ per sq ft = $ Carport/Porch @ $_ per sq ft = $ J. r Deck ` (d $ per sq ft = $ Patioer$ s @ p q ft = $ Oo TOTAL VALUATION : $ �PS,(' o Total Valuation 1st $ / Remaining Value $``: per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee T ( ) Fireplaces @ $15 . 00 $ o BUILDING PERMIT FEE $_ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ _ SEWER TAP $� ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ 0 f ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign__ Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner (s) . CV) ar ' iI- /y / (ar` rctS/ Address: 3�j 6rACfo Ivo I is ✓-t Phone: 2. 117 ' -/ / 37 _ Lot # Block or Unit # Subdivision: Contractor: Pq -r l'SO Al HOA4 C 5 State License # C 8C 0 57 00 o / , Address: 06 -7 P k Y l l i c 3 1q�. -y _Phone No: 2'16 „6)0 4 5 Describe work to be done.:_ f}� M T/`tG�'d/ !t D,,/S Present use of building: valuation of Proposed Construction: SQ Q� Proposed use: Q M I Rao M!_ Is this an addition? If yes, what are the dimensions of the added space: { 2 ft. X ILI ft. Will the added area be heated and cooled?� New electrical (or increase) ? e5- New plumbing fixtures? New fireplace? _New Heat/AC? SUBMIT THREE (COI WRCIAL) TWO (RESIDENTIAL) COWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMENCEMENT, AND ONNER/CONTRACTOR AF 1DDIAYI T, IF OWNER IS CONTRACTOR. \jeSignature OWNER: �_�k � Date: t�- b Signature CONTRACTOR:}' ) Date: �!- �ti License Supplied:_ ,10����o Liability Insurance: Worker's Compensation Insurance: n 1996 Building and Zoning CITY OF TY �G�Zf.IC /3 - j Office of Building Official REQUEST FOR INSPECTION Date b_ - Permit o. Time /� A.M. Received ! P.M. Job Address J`caiity Owner's Name e Contra'tor ate=-- BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing oo+ng Rough Wiring Rough - Air Cond. 8 Re Roofing Slab Temp Pole Ei Top Out Heating Insulation - Lintel Final O Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday _ A.M. Inspection Made d —_— P.M. Inspector +-�_ Final Inspection Certificate of Occupancy El Date CITY OF Office of Building Official REQUEST FOR INSPECTION Permit No. Time A.M Received P.M. Job Address Locality Owner's Name ---_ —--------._-----__._. _-- Contractort!--t - �i CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough'Pki ng Rough Air Cond, & Re Roofing – Slab _ Temp Pole Top Out Heating Insulation Lintel Fina' Sewer - Fire Place _ / Pre Fab READY FOR INSPECTION A,M. Mon_ Tues. F ed. Thurs. Friday P.M. Inspection Made Final Inspection r Cer:>ficate of occupancy Date CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 - TELEPHONE (904) 247-5800 FAX (904) 252-5805 SUNCOM 852-5800 August 4, 9998 Patterson Homes 6967 Phillips Highway Jacksonville, FL 32216 Re: Required Inspections for Construction In the City of Atlantic Beach Dear Sir: Please be notified that a review of our records reveals that no inspections have been performed at the following addresses: #12002 980 Parkside Drive Ardyth Phillips #12982 436 Osprey Key Elizabeth Parish #12800 346 Magnolia Street Charlie Murray #11280 751 Begonia Street Larry Lively Please review your records and advise whether the work was performed by your company and schedule the appropriate inspection to close out the files. Please call me at (904) 247-5826 if you have any questions regarding this matter. Sincerely, o"" Q- � k Don C. Ford Building Official DCF/pah cc: Homeowner SEP 19 190 11 : 18 PAT PAGE . 04 MAP SHOWING BOUNDARY SURVEY OF LO �- X67 --BLOCK' `�" A S SHOWN ON MAP OF 5-AL7~A/ Iq S -CT/DrV .' O Z _ AS RE"CORDIM IN P/L AT BOOK /4 PAGES /-r' OF THE PUBLIC f7ECOROS OF DUVAL CO. f L A. CERTIFIED TO �r.PE'7-"C/yE'.t/ 1aET iE' -2rWf7-/7 e4lle'AG0 77ire-6- /ri.'s• �'o. 4r C'/T/494 Al roc' 277 I Gnr' e74 f + g 40e 04"*q °o ° ¢ � e 00 Woo 0 vs4,a ��N DF CK e) 'y ,y. w�' 0 Go Za o a 0 � �Wo �pR>✓ � � . a 2� w000 s7ucco b\ ��t a Is.s •��Y 14.1' � �ti ever► Q ��, ��N Q (� $h*mS_+ p 'p. j P t j' h w►s e4� y zs h CIO Ilk ti h r ~p. fNs•�i rA OCT -- 91996 .4D luluiIding and Zoning r HEREBY CERTIFY THAT rNE 7-SHOAW NERFON IS IN TFC SPECYAL FLcoD HAZAFv z&vE X AS sAvw OW FL 000 INSLN?ANCE RA TE 14AP? �0 r_ FOR A 7't A/✓r/C BE+e G N • FL,OKIIDA. DA r 0 48, ALL A MEPI CA N SUFE VE YOBS, INC . LAND SURVEYORS - 42" HOOO ROAD - JACKSONVILL& P"Lo9rDA. 32237 - 904/26B-4133 LWEND r /A<REBY CERTrFY THAT rhE ABOVE LANDS MERE "VEYED LMR7iE'R MY A RESPONSIBLE SUPERVISION AAO OIRECTIOIW . V"T Tl*W ARE' NO CONI. NON. ENCROACMVE'NTS EXCEPT AS ShCOVIV AND THAT rHE SURVEY ShVVN wREav r eETB TPA TermvrcAL STANDARDS SET FoRrH BY rw QAMERICAN rpm Cop. FLORIDA ROAM CI,' LAMA SLWvEYCWS PL.K7. tuNT TO SECTION 17&.027. /SET MITH CAP FLCRIOA. STATUES ILLS -7a"a_x_PENCE JAMES D, Pcui�MW JR. P. L. S. At. 2+6+7 SCALE� � ,� 1#%W COP. P"POA PACiA%PRINTING CTS^P N 10tice of commencement (P NtrARK IN DUPLICAM To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCZKZNT. I�estxiption of Pbr -�--1--rte- --5 -�- -- J,ASC-A---- ___ �- ���-_T--_z--'9_'-- r- ----—�c/� -'-`-----�z3 _ -t- o ,----------------------------------------------------------- 0 General description of improvements __ _�_�rn D ?� ---------- - ----- ------------------------------------------ Owner s__-`_-! T��fv_7�!_�4_7�-✓25 �--- --------------- --- -- Address 3y--- _4%t_t--5T'�,�r' Tf �`+Tc �__ 3� Z33 Owner's interest in site of the improvement _----------.---------------------------------------------------_. Fee Simple Title holder (if other than owner) ------------------------------------------------------------- Name ---------------------------------------------------- ------------------------------------------------ Address ----------------------------/-----------------------------•----------------------------------------- Contractor S_4_-f___Tl__O ' L� I- �` i-cNf�-- `T-- SO., A—1,��c/ `( 7Address ------------------------- Surety (if any) --------------------------------------------------------------------------------------------- Address ------------------------------------------------------------ ----Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ---------------------------------------------------- •------------------------------------------------ Address --------------------------------------••------..-----------••----------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name ----------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [21 [bl, Florida Statutes. (Fill in at CKwner's option). Name ----------------------------------------------------------------------------------------------------- Address --------------------------------------------- - - -------------------------- TNia a►Att FOR RtCORDLR•a Uat ONLY . .... .. .................... 1� V . ne Sworn to and subscribed[before me this ---__-__-__--- r T � 19rr /---- day of 1i j Notary Public 1 Teresa Frombach Notary PUbllc, State of Florida Goy Commission Expires Nov. 7, 1998 Commisslon #CC 419124 y CITY OF ATLANTIC BEACH /7 0 - 00 U u SPECIAL INVESTIGATION TO BE FILLED OUT BY COMPLA119TANT DATE ADDRESS LOCATION COMPLAINT Ne! k bc` w +r ►V1 V 6vS Q i�r 4v w J" NALPLwe Lo 6J J' ouv- OWNER OF PROPERTYh -1't_,�' SIGNATURE OF CONPLAINTANT t7tr-�� PIIOtiB i 4l -------------------- www. .•.wwwaiwMwwrwrwrwwwwrwwwwww....w+ww..+..wwwww��w�w�.� c� FOR Omca loss ONLY DATE OF INVESTIGATION___.2 �f„�;!�___._ YNVRSTYGATOR c CONDITIONS FOUND 3 • ACTION TAKEN j COMPLIANCE, NOTES: CITY OF ALTANTIC BEACH COMPLAINT MANAGEMENT SYSTEM TAKEN (date/time) : COMPLAINANT: C'-ftvvl6e4- Last Name First Name MI ADDRESS : _ -�)54 q vv�olto, �A- CITY/STATE/ZIP: 6�--9p , 3z-2- 3`� TELEPHONE: ( l ) ?� - '{$'1� COMPLAINT: 5th tai M Ck w r 5 tcu -(ruv 4- l a'A w ,L, c IV clv� V�v' (Aly- 4o wa w (..Rcl{ uvyA C�jSc.�a��t r its vt LOCATION: L vT"2 q� Sri«;�l Sc-c 7 0% 2 "!? Lc/ 72 � PROPERTY OWNERS PHONE: ( rfUq PROPERTY OWNERS NAME: OTQ r 5 - Sty Yi+ 3�l� /J�✓� v iia Zr�'c cT" DEPARTMENT FORWARDED TO: Coy, c to-) Fokcv--1nc-,jr A0617�*vll - 17A: 0. #-Ce J) COMPLAINT TAKEN BY: DATE/TIME: /-/7- 92 M�- Cqt OFFICE USE ONLY _ INVESTIGATED: (date/time) ASSIGNED DEPT./DIVISION: PRIORITY: INVESTIGATOR: CONDITIONS FOUND: ACTION TAKEN: COMPLIANCE: NOTES: CITY OF 4 I44 Ted - 57&Ue4 W SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)2475805 September 2ti, 1991 Elizabeth C. Stearns Gretchen Deters-Smith Magnolia Street Atlantic Beach, FL. 32233 Dear Ms. Stearns & Deters-;Smith: Cur records indicate that You are tho owner W. thc, ILJiJcjwjrlci property in the City of Atlantic Beach, Flo-i Ida : 346 Magnolia Street. Atlantic Beach, FL 32233 RE170444-0000 Jylvestigatic?n of this piopexty thaL I have found and de Lrermined that a public, xjuj..:,aijce oxlf=;U- therec-'11 E'L) aE; t C) cor,E;titutL- a violation of Section 12-1 of Lhe Code cd the City of Atlantic. Beach, and that. there is rumliml Water almost c.ciritinuously from the air to Wat(?X' haat P11111t) UIL'atlfltj a floodiriq - .situation as well as a mosquito piublem. You are hei'eby notified that uflle'�-S tlu-' condition LJ]CIVE1 described is remedied withjri this Ly (30) day:-; 11 (im the date hereof, this caEie will be turned ove-i to 011L.- Code Erif ol Cement Board. Under Florida Statute 162. U9, the Code Board may impose fines of up to $2,iO. 00 pt2r day fox a :1jy .cL vio) atiori and $500. 00 per day Jor a repeat viol a LJ(,)rj. siricc-'.1 ely, Don For d Gode Lij-1efcement. L1tJic(,i DCEVpah cc : City Manager DEPARTMENT OF BUILDING 4121 CITY OF ATLANTIC BEACH. FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 7/31 1979 Valuation$ .765= Fee $ i This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Grenville & Meuse Go-anat. CO has permission to build 81f dwelling Classification residential Zone Owned by Dae & Shirley Frolicker Lot gag Bloch _S/D Sal t Air House No *146 Marrrtalls Stzeer According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE Jim, 0 Building material, rubbish and debris Z from this work mast not be placed is public space, and const be cleared up and hauled away by either contractor or owner. Bill M. Davis Buifdf id1+ TL FOR OFFICE PERMIT DATE CONEA 7/3 1 Iy USE ONLY NUMBER uyl s ' 7/31/79 PLUMBING ELECTRICAL SEWER WATER . AWW CoMpLy WIT;113 T TyTEC- 0 flANIV FOR OFFICE USE ONLY Date.....................................19 ...... sug LIEN LAW CAN RELI) OWNER PAYING __Tr_ BUILDING Permit *................11........Fee$......................... W6 LANTIC BEACH Valuation $. � '_,.'7 — I" IMPROVEMOTS. __"....... .............. FLORIDA House .............I........ .............................. APPLICATION FOR BUILDING PERMIT ...................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date...... L-4-2� ........... �7.......... --------^--------------------------- Owner...D6... ----:v.-----Address.................................................----.....Telephone No............................. Architect...... ,�... Telephone No....._._.....-........- ------ ------ .............Address,............._..................................... Contractor BuilderA�__ ------�Z__,�z ---------- . -44/Address.... --------Telephone LotI --- -------0-----------•----....Block No.--..------------_.............Sub Division__, A........ ..........--------------------------------_Zone................. _.1L.. ..... ..... .C4..........-----Street...---------------------Side Between'.......I............. .....................and..................... ..........................sts. Valuatio ... ............For what puz:pose will building be of construction... Dimensions of Building_s__t�e_ya..f--f-.--Dimensions of Lot..... ..........................Size of Footings----�0_1_1C.P1__q.......... Size of Piers----------------.--•--------------Sizeof Sills.........--------------......Greatest Sill Span in ft...........................Type Roof..................................... le— How will Building be Heated?... ... -----------Will Building be on Solid or Filled Ground? .............. Size of Ceiling Joists--JIX.�1----- ....... Distance on Centers....1_y---6'_......................: Greatest Span..._ ....................... vp P �/_0 f( vp Size of Floor Joists..... �11_1-------------------------------Distance on Centers..... ------................. Greatest Span...... ................... Size of Rafters... ------�7�...�X,6--------, Distance on Centers.. -------------------------- Greatest Span....... .................................. c Tis rectangle is to represent the lot- Loca (e the building or buildings in the right position. Give distance in feet from 1 all lot-lines and existing buildings. Two copies of plans and specifications shal JREAR LOT LINE be submitted with application. !!! , Inspections required. JUL 2 3 1070 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour ranwFLAW BEACH 3. When steel is in place and ready to pour beam. �,� (X_r C� 4. When framing is completed. 4, 5. When rough plumbing is completed,and ready to cover up. AiP P R V E D 6. When septic tank drain field or sewer is laid but beforel# f)pco Do BEACH .I 71C 7. Electrical inspection by City of Jacksor.ville. 0 U to 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called corrections are made. FRONT OF LOT In consideration of permit given for doing the wor in the ove ement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City Aplantic re Signatuof Builder---.. ....`ti... .......... ...................................... Address.............................. ..........�?............... ................. Signatureof Own ......A* .............................. Address.................................................................................................... . roP CITY OF ATLAWIC BEACH 716 OCEAN BOULEVARD ATLANTIC BEACH, FLORIDA ADDENDUM TO BUILDING (PLAN v . 1. Building location: 2. The attached plan for the above building is approved subject to meting the following applicable construction requirements: a. Footings shall be continuous monolithic concrete under exterior galls, reinforced with two 5/8" deformed reinforcing rods for ane-story buildings and thses 5/8" deformed reinforcing rods .for two-story buildings. Reinforcing rods shall be placed in the lower one-third of the footings, properly placed and fastened on metal saadles with wire. Footings shall be six inches wider on each side than the wall above, shall be at least eight inches thick and shall rest on firm soil at least twelve inches below undisturbed soil., b. in hollows masonry unit construction, each unit cell shall be reinforced with at .leant one No. 4 bar at ail corners, poured and tamped with concretes such reinforcing shall be properly tied into the footing and spandral beam. r. All wood truss rafters (.roof construction), shall be securely fastened to the exterior walls with approved hurricane anchors or clips. d. Construction of nearby one--family dwellings, which are duplicates or intensely similar, shall be avoided. Such similarity considers the external configuration and appearance (i.e., roof, outwr wall materials, window size and design, and other like characteristics) of structures. In accord with the foregoing, similar or duplicate homes shall not be constructed within close proximity of each other, and shall be at least 5001 feet apart if any one similar dwelling is visible from any other similar dwelling. a. The final conneoction between the house plumbing drain and the sewer service connection (at the property line) must be inspected by the City before being covered. City Manager The undersigned hereby certifies that he has :read the above and understands that this addendum takes precedence over any ceptrary details to the plans and specifications and agrees to comply with the intent of this addendum. ~�Contract /lamer to i 'rte I DEPARTMENT OF BUILDING /1 'I1 L ri CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. 4 j PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date S/1/ 1979 Valuation$ Plumbing Fee 9.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that F.W.Fair Plumbing Co has permission to build to insal alt i s7ink.2 i ayatori es*2 bath tubs,2 closets,l water heater,3 washing, machine. Classificatio><L�sSiclRsti t ia3 Sone Owned by Grenville & Meuse Const. Co. Lot Block _S/D House No 346 Magnolia Street 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 In AFTER DATE OF ISSUE �-----# 1 ► 0 Building material, rubbish and debris from this work must not be placed in public space, and must be cleared n and hauled away by either Ic or owner. }b',:,ti.K T Bill M.L'Awis e ucAr L i,t 4 Bail i> 4f rslic-� FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER 1 APPLICATION FOR PLUMBING I?EIWT DATE 7/31/79 dkX" ` 346 Magnolia Street f"LUMBXNG FIRM STER PLMY}3ER � �VfATE CERTIFICATE NO. BUILDER OR CONTRACTOR Grenville & Meuse Const. Co. TYPE OF BUXLE) NG s/f Dwelling Residential x OW R LAVATORY :OR rip CITY OF ATLANTIC BEACH NATER COlNINCT ION C5kRGZ DATE 7/31/79 LOCATION 346 Magnolia Street OWNER PLUM=(; FIRM MASTER , PLtOt M �'� _...,,.. .. . BUILDER OR CONTRACTOR Grenville & Meuse Const. Co, TYPE OF RUILASW /f Residential o,�„HATH1AO�d�L amulp t1_00213MIM OF R STALL, DOMMTC tun i' WATER CLOSET• LAVA"RY i HA'1'Y'!M OR MM STALL (6 units) SHOVERS GROUP PER HERD 3uni- BATATUH (Wwn OR WITWM G lER SURGRM S S Ift (3 units) RM SAAGMER) (2 units) _.._..� �-PLVSHING RIM SX�ki (4� unit-,) BIDET (3 units) 88RVICE SINXTRAP STAND Sun COMBMTTON SINK AND TRAY (3 unite) ,POMP, SCALLERY SINK (4 ur• ; COMSI1tnow SIEK i TRAY N/FOAQ DIS. (4 units) URML. PEDEMAL, SMCH .)K' DUWAL UNIT OR CUSPIDOR (1 unit) SLONM (S units) DPSITAL I,AVA►TOR'Y (1 unit) '� IVVT-. `1A16L LIP (4 units) DRmTw unit) nom- :...LL. WASHOUT 4 unit DISHKABHER (2 units) VRML TROT"- T':ACM 2 -Ft.98(141 7 Birt i t►4 Fttm DRAT jw8 (I unit) _Z_..'N mmc l+U1CAIRS ICES. (3�i�- 3 r KITCBEN SM. (2 units) WASH SINN , EACH SET OF PAUt"l fo TTCAEII SINK W/P'OOD MASTS GRINDER �(3 units) WATER CLOSETS, TANK OP. 4ur, LAVATORY (1 vin i t) WAT'F:R CLOSETS. VALVE OP.R . t LAVATORY, BARBER, NUUMt PARLOR �!(2 units) LAUNDRI TRAY (' t LAVATORIT, BUAOMS (2 units) FORM J-1 Copyright by the Air Conditioning Plan No. li /- Contractors of America Date Formerly: National Environmental Systems Contractors Association Calculated by 1228 17th Street N.W. Washington,D.C.20036 Printed in U.S.A. January, 1968 WORKSHEET FOR MANUAL J LOAD CALCULATIONS FOR RESIDENTIAL AIR CONDITIONING For: Name- Address-- City ameAddress—City and State or Province _ By: Contractor __— Address— C' &,r- City— ,r-City __ Winter Design Conditions Outside—��--F Inside--I6—_F Temperature Difference ` Degrees (Insert data below only after all heat loss calculations have been completed) Total Heat Loss (Btuh) --(From Line No. 15) Model No. _ Serial No.-- — ___ _ Manufactured by-- Rating y—Rating Data: Input---- _ _ _Btuh Output at Bonnet_ Btuh Description of Controls Summer Design Conditions Outside—__9_!L—F Inside— f' --F North Latitude— :_'. —Degrees Daily Range_z (Insert data below only after all heat gain calculations have been completed) Total Heat Gain (Btuh) � ---__(From Line No.20 or 21, if used) Equipment Capacity Multiplier _Model No. Serial No. Manufactured by— Rating Data: Cooling Capacity— _------ Btuh Air Volume--------___Cf m Description of Controls-- Winter ontrols —Winter Construction Data (See Table 2) Summer Construction Data (See Table 5 ) Walls and Partitions--- Direction House Faces__ Windows and Doors m Windows and Doors _ ------_ _—_ Walls and Partitions Ceilings _ Ceilings Floors _— Floors -- w .m - o y e r �4O iA i r + r ; _,.. x ? ` e f v - e r a , Y 1 / I a - 151 £ Aa_ 5 m P-D 14 r'` t IA L_ c7 S I i i i x 1 2 �' e � 4 IF --Agt 20i ! rt ^. 1 , : D,E 0 BL,s C K S __ .,. .... . .._. ...... .. S a p i , _m b ------------- i i x ` . s 4 7� — --- — u