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Permit 848 Ocean Blvd (vault) ADDRESS ------- BUILDING PERMIT NUMBER- ----------- INSPECTIONS FOOTI MCI— SLAB--------------------------- COVER UP---- INSULATION------------------- FINAL BU16ING--f�--.l C'L CERTIFICATE OCC�S_7 141, ELECTRICAL PERMIT w--------------- INSPECTIONS ROUGH------- FINAL------ MECHANICAL PERMIT -------------- PLUMBING PERMIT ------------- ,,NOTES: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000997 Date 7/24/08 Property Address . . . . . . 848 OCEAN BLVD Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8403 ---------------------------------------------------------------------------- Application desc REPLACE WINDOWS ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ STREIT, THOMAS WINDOW WORLD OF JACKSONVILLE 848 OCEAN BLVD. 8535 BAYMEADOWS ROAD UNIT 12 ATLANTIC BEACH FL 32233 DBA NATIONAL HOMECRAFT JACKSONVILLE FL 32256 (904) 443-7001 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee 37 . 50 Issue Date . . . . Valuation . . . . 8403 Expiration Date . . 1/20/09 ---------------------------------------------------------------------------- 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 75 . 00 75 . 00 . 00 . 00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Grand Total 112 . 50 112 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. c/ C�b BUILDING PERMIT APPLICATION "'A - CITY OF ATLANTIC BEACH DWI 800 Seminole Road, Atlantic Deach FL 32233 Office: (904)247-5826 - Fax: (904)247-5845 lob Address: 8419) 0cean &VA AMaChCofth 3=,�PermitNumber. �egal Description 6C) IL, — 9,5 - 9.9 C-, rk Te rr ect" -A s1r) P I - Valuation of Work(Replacement Cost)$ 24 US.10 0 • Class of Work(Circle one): New Addition §jjj� Repair e -_ • Use of qx:�stingtproposed structur)*s),(Circle one): Commercial J�Res�t I • If an existhig structure, is a fire sprmider system installed?(Circle one): Yes No • Is approval of homeowner's association or other private entity required?(Circle one): �eMsk )escribe in detail the type of-,vork to be performed: r\tkaL,-3 ce-b\a c-e m enlr �royerfy Owner Information ,ontractor Information: �ame of Company:..-W ir,&Q t A)brldo� \,Qd�b�v-&Qualifying Agent. C-ly-e.A ri rs4 Rfe_ �ddress:f3MQ C36?rea.5 J!IaZC4 0.1- -Sk-qO6 Cityt\0&_k..5,rznv*4 fie Sthfe C-\e_ Zip )ffice Phone U�-7oo 1 Job Site/Contact Number 1-11-4 5- 7 0 c:) I :tate,Certification/Registration 4 13-50,3 a —Office Fax 4 L/b(_3 - -7:Z _73:' krchitect Name& Phone A .ngineer's Name &Phone# (pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or istallation has commencedprior to the asuance ofapermit and that all work-will be perfi-qrmed to meet ihe standards ofall h, bec mes"""andZid a jod 0 5 0 PJelrectric I Plez it ed?od�r s r ft r5 " 0 7�n�,ees r O'c u Ir 0 ft s � be ecur *sdc on gu "ng cons 'Zn ju e �#or i ons ctlon work is ! nder tand t se a m1t s Iler a rs, T rp r r Co jtj ner S, tv 0 t o? nd nd e �u n a ctcse, - He le a a VARNTING TO OWNER: YOUR FAILURE TO'1QXCORD A NOTICE OF COMNIENCENfENTMAY LESULT IN YOUR PAYING TWICE FOR RVIPROVENMNTS TO YOUR PROPERTY. IF YOU NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY IEFORE RECORDING YOUR NOTICE OF COMNIENCENENT. herehy certify that 1have read and examined this awfication and know the same to be true and correct. Allprovisionspj nvs and ordinances governing this type-Rfi,�ork will be complied with whether specified herein or not. Thegrantinkqfa ermit does not presume to give authority to violate or canwel the provisimis bf any other federal, state, or loca� law 6gulating construction or the performance of construction. ignature of Property 0,,vner: VU f Contractor 4 �io telf' ' �vomjo and subsco�ed before me F d subscribed befo e iis JU Day of-vulq C 4L., X_- .�� zz- I �ay of ZT 9 01ary Public- —,nag 0 U K Ltt tAVER WYrAW COMMSSION#W395570 M; ION AAMMBEACH Puem EXPRES FEB 10 2009 EVISED 03.05.07 ... ... TIONAL STAM OF REMENTSp, nOR04 SON=D*OWH ITIONS. RU MMANa COMPAW REVIEWED �DATE:12Z_119�r swelsAS uoi eLujolul .1 86,7,:90 LO 6Z AeVV OTICE OF COMMENCEMENT RAMCO FORM 409 FS 71LIS pturn to:(enclose self-addressed stamped envelope one: ddress: his Instrument Prepared by: ame: Doc#2008185574,OR BKI 4577 Page 156, ddress: Number Pages: I Recorded 07/17/2008 at 11:14 AM, �optrty Appraisers Parcel Identification JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE,FOR RECORDING DATA NOTICE OF COMMENCEMENT Permit No.-- Tax Folio No.Q4&1_Q-- State of Florida 0000 County o D�)tAQ The undersigned hereby gives notice that Improvements will be made to certain real property,and In accordance with chapter 713 of the Florida StatUteS,the following Information Is provided In this NOTICE OF COMMENCEMENT. Legal description of property(include Street Addressjf available) CD 0 1 tp-'a 1�2rk -7-ev-�6c_a.. A 51c iOT General description of improvements L."� I Y-) OL,-) L^Obf-IA QLNodcS(Nn�) 1 (.e-, Owner's Name --CVi Qj^Y"%GL-"5 f) \-Y e t N- Address SLAIF Qcmn ISIM A�rkcv-,WL Aea&i , EC S,-A-A,23 Owner's Interest in site of the improvement I qjLa— Fa a�i I Fee Simple Title holder(if other than owner) Address Phone: Fax: Contractor u, o, -A L Ao-r,r I A p E , ) c4 c i L Address 2110 d 5-"> PIAZXA Or 5k-L11�6 Phone: Y4 1 j2C _dj-700 Fax: '-/44 -7 -2 Surety Phone: Fax: Address Amount of bond$ Lender's Name Address: Phone: Fax: Persons within the State of Florida designated by owner upon whom notice$or other documents may be served as pro- vided by Section 713.13(l)(a)7, Florida Statutes. Name Address Phone: Fax: In addition to himself,owner designates Of --Phone: Fax: to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes. it Expiration date of Notice of Commencement(the expiration date is 1 year from the date of recording unless a different date is specified) _T Signatum of Ownef Printed Nam of Owner ICU I It ve relied upon the following identification of the Affiant My COMMISSION#DD 409208 07 A. - 9 1 Sworn an ubscri ed efury me thi day of;-5&W EXPIRES:March 21,2009 ency 23 Bonded Thru Pichard InSUrance Agency d') 99 "JILA11% tj/ -1 1,4V 0 Notary stsoliture U . Pidiat Name House Map For:�nry)o 5 L Window World of Jacksonville i;c4g Ouan !Mud 8110 Cypress Plaza Dr St 40 5 Pgath� PL Jacksonville, FL 32256 Phone: (904)443-7001 Gregory Fiti CBC1250321 5�lp NOT TO SCALE 'Window Size Window Type ao 1 0.C--50 !35 '19 Oct C)j�:5o i 2 - 35 A C)5 --10 WN H C) P50 3AI 5 3s Vb x 5B op5c) 50 ea ea 1j.,, \K 3 L4 '/;k go p5c) L3C-I V,-A ac) k L3 Li 1 0 P50 '3 ,5 111W X -7 C� ae k C)P50 36111 (" 'k -�10 V ()P5 C) -7C) X 0 13 /t5 V iliouse Map For:_'Ch(YnQV5 f*('C�N Window World of Jacksonville &E 6XV an JaU 11 8110 Cypress Plaza Dr St 405 &adn,5"_ Jacksonville, FL 32256 3 3 Phone: (904) 443-7001 6% Gregory Fite CB51250321 NOT TO SCALE c-S ct Window Size Window Type -7/F -.�L� V'RX 5-7 LA 1/ (4 c4 V q _7C) OP5 C) L4 jq )< 5 5 V-9 3 5 IS �20 1 IF 9 '�) 1 0 P5(0 3L-t x 0 3 ac) I 4Y f 01 Architectural Testing AAMA[WDMA/CSA 101/l.S.2/A440-05 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL: 0970 PRODUCT TYPE: PVC Fixed Window Summary of Results Title Test Specimen #1 Test Specimen #2 Test Specimen#3 Primary Product Designator FW-LC35 2438 x 1524 FW-LC25 1829 x 2134 FW-LC25 1524 x 1829 (96 x 60) (72 x 84) (60 x 72) Design Pressure +1680 Pa(+35.11 psf) +1200 Pa(+25.08 psf) +1200 Pa(+25.09 ps� Negative Design Pressure -1920 Pa(40.13 psf) -1440 Pa(-30.09,psf) -1440 Pa(-30.09 psf) <0.05 L/s/m' <0.05 us/m� 0.05 L/s/m2 Air Infiltration (<0.01 cfm/ft ) (<0.01 cfnVft2) (0.01 CfMjj12) Water Penetration Resistance Test 440 Pa(9.20 psf) 360 Pa(7.52 psf) 440 Pa(9.20 psf) Pressure Uniform Load Structural Test Pressure +2520 Pa(+52.66 psf)/ +180OPa(+37.62psf)/ +180OPa(+37.62pso/ _2880 Pa(-60.19 160 Pa(-45.14 psf) -2160 Pa(-45.14 s Forced Enir Resistance Grade 10 Grade 10 Grade 10 Summari of Results Title Test Specimen #4 Test Specimen#5 Primary Product Designator FW-LC35 1524 x 1524 FW-R40 1829 x 1219 (60 x 60) (72 x 48) Design Pressure +1680 Pa(+35.11 psf) +1920 Pa (+40.13 psf) Negative Design Pressure -1920 Pa(40.13 psf) -2160 Pa(-45.14 psf) Air Infiltration N/A N/A Water Penetration Resistance Test Pressure N/A N/A Uniform Load Structural Test Pressure +2520 Pa(+52.66 psf)/ +2880 Pa(60.19 psf)/ -2880 Pa(-60.19 psf) -3240 Pa(67.71 psf) Forced Entry Resistance N/A N/A Test Completion Date: 05/16/07 Reference must be made to Report No. 73622.02-501-47, dated 06/21/07 for complete test specimen description and data. 130 Der York, PA 1747,204u,&5' phone: 717-764-7700 fax: 717-764-4129 Architectural Testing AAMA/WDMA/CSA 101/l.S.2/A440-05 TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls, Ohio 44223 Report No.: 73622.02-501-47 Test Date: 05/15/07 And: 05/16/07 Report Date: 06/21/07 Expiration Date: 05/16/11 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to witness testing on five Series/Model 0970, PVC fixed windows at Associated Materials, Inc. test facility in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: FW-LC35 2438 x 1524 (96 x 60); Test Specimen #2: FW-LC25 1829 x 2134 (72 x 84); Test Specimen #3: FW-LC25 1524 x 1829 (60 x 72); Test Specimen#4: FW-LC35 1524 x 1524 (60 x 60); Test Specimen#5: FW-R40 1829 x 1219 (72 x 48). Test specimen description and results are reported herein. The samples were provided by the client. Test Speciflcation: The test specimens were evaluated in accordance with AAMA/WDMA/CSA 101/I.S.2/A440-05, StandardlSpecification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 0970 Product Type: PVC Fixed Window Test Specimen #1: FW-LC35 2438 x 1524(96 x 60) Overall Size: 2438 mm(96")wide by 1524 mm(60") high Fixed Daylite Opening Size: 2299 mm(90-1/2")wide by 1384 nim(54-1/2") high Overall Area: 3.72 m' (40.0 ft') 130 Der 'Ur' ,'y 0 York, PA 17402405 phone: 717-764-7700 fax: 717-764-4129 73622.02-501-47 Architectural Testing Page 2 of I I Test Specimen Description: (Continued) Test Specimen #1: FW-LC35 2438 x 1524 (96 x 60) (Continued) Glazing Type: The unit was interior glazed with 20.6 min (13/16") thick sealed insulating glass fabricated from two sheets of 4.8 mm (3/16") thick clear tempered glass and a "U" shaped metal spacer system. The glass was set against a double-sided adhesive tape and secured with snap-fit vinyl glazing beads. Installation: The unit was installed into a wood buck constructed of Spruce-Pine-Fir construction luinber and secured through the master-frame with eight (8) #8 x 64 mm (2-1/2") long screws, one each at top and bottom of each jamb, and one each at approximate 1/3 points of the head and sill. The unit was sealed with a silicone caulking at the exterior and interior perimeter with the exception of an approximate 100 mm (4") long void at each interior sill comer. Test Specimen #2: FW-LC25 1829 x 2134 (72 x 84) Overall Size: 1829 min(72")wide by 2134 mm (84")high Fixed Daylite Opening Size: 1689 mm (66-1/2") wide by 1994 mm (78-1/2")high Overall Area: 3.37 in' (42 62) Glazing Type: The unit was interior glazed with 20.6 mm (13/16") thick sealed insulating glass fabricated from two sheets of 4.8 mm (3/16") thick clear tempered glass and a "U" shaped metal spacer system. The glass was set against a double-sided adhesive tape and secured with snap-fit vinyl glazing beads. Installation: The unit was installed into a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the master-frame with seven (7) #8 x 64 mm (2-1/2") long screws, one each at top, bottom, and approximate midspan of each jamb, and one at approximate midspan of the head. The unit was sealed with a silicone caulking at the exterior and interior perimeter with the exception of an approximate 100 mm(4") long void at each interior sill comer. Test Specimen #3: FW-LC25 1524 x 1829 (60 x 72) Overall Size: 1524 nun(60") wide by 1829 min(72") high Fixed Daylite Opening Size: 1384 mm(54-1/2") wide by 1689 min(66-1/2") high Overall Area: 2.79 in' (30 f12) 73622.02-501-47 Architectural Testing Page 3 of I I Test Specimen Description: (Continued) Test Specimen#3: FW-LC25 1524 x 1829 (60 x 72) (Continued) Glazing Type: The unit was interior glazed with 20.6 mm. (13/16") thick sealed insulating glass fabricated from two sheets of 3.2 nim (1/8") thick clear annealed glass and a "U" shaped metal spacer system. The glass was set against a double-sided adhesive tape and secured with snap-fit vinyl glazing beads. Installation: The unit was installed into a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the master-frame with eight (8) #8 x 64 nun (2-1/2") long screws, one each at top, bottom and approximate midspan of each jamb, and one each at approximate 1/3 points of the head and sill. The unit was sealed with a silicone caulking at the exterior and interior perimeter with the exception of an approximate 100 mm. (4") long void at each interior sill comer. Test Specimen #4: FW-LC35 1524 x 1524(60 x 60) Overall Size: 1524 mm. (60")wide by 1524 mm (60") high Fixed Daylite Opening Size: 1384 mm(54-1/2") wide by 1384 mm.(54-1/2") high Overall Area: 2.32 M2 (25 A) Glazing Type: The unit was interior glazed with 20.6 mm. (13/16") thick sealed insulating glass fabricated from two sheets of 3.2 mm (1/8") thick clear annealed glass and a "U" shaped metal spacer system. The glass was set against a double-sided adhesive tape and secured with snap-fit vinyl glazing beads. Installation: The unit was installed into a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the master-frame with five (5) #8 x 64 mm (2-1/2") long screws, one each at top and bottom of each jamb, and one at approximate midspan of the head. The unit was sealed with a silicone caulking at the exterior and interior perimeter with the exception of an approximate 100 mm (4") long void at each interior sill comer. Test Specimen #5: FW-R40 1829 x 1219 (72 x 48) Overall Size: 1829 mrn (72")wide by 1219 mm(48") high Fixed Daylite Opening Size: 1689 nim (66-1/2") wide by 1080 mm(42-1/2") high Overall Area: 2.23 m' (24 ft) 73622.02-501-47 Architectural Testing Page 4 of 11 Test Specimen Description: (Continued) Test Specimen #5: FW-R40 1829 x 1219 (72 x 48) (Continued) Glazing Type: The unit was interior glazed with 20.6 mrn (13/16") thick sealed insulating glass fabricated from two sheets of 3.2 mm (1/8") thick clear annealed glass and a "U" shaped metal spacer system. The glass was set against a double-sided adhesive tape and secured with snap-fit vinyl glazing beads. Installation: The unit was installed into a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the master-frame with five (5) #8 x 64 mm. (2-1/2") long screws, one each at top and bottom of each jamb, and one at approximate midspan of the head. The unit was sealed with a silicone caulking at the exterior and interior perimeter with the exception of an approximate 100 mrn (4") long void at each interior sill comer. Thefollowing descriptions apply to all specimens. Finish: All PVC was white. Frame Construction: The PVC frame was assembled using mitered and welded comer construction. Drainage: Descriptio Quantity Location 13 mm(1/2") wide by 4 Exterior sill face, one per end; 5 mm high weepslot sill glazing pocket, one per end Reinforcement: No reinforcement was utilized. Test Results: The results are tabulated as follows: Parajqr Title of Test - Test Method Results Allowed Test Specimen #1: FW-LC35 2438 x 1524 (96 x 60) 5.3.2.1 Air Leakage Resistance per ASTM E 283 2 75 Pa(1.6 psf) <0.05 L/s/m 1.5 L/s/m2 (<0.01 CfM/fl2) (0.3 cfnVft2)max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMAIWDMAICSA 1011I.S.21A440-05for air leakage resistance. 73622.02-501-47 Architectural Testing Page 5 of I I Test Results: (Continued) Paragral2h Title of Test -Test Method Results Allowed Test Specimen #I: FW-LC35 2438 x 1524 (96 x 60) (Continued) 5.3.3 Water Penetration Resistance per ASTM E 547 See Note #2 Note #2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Perfbrmance'� 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the right jamb) (Loads were held for 10 seconds) 720 Pa(15.05 pso (positive) 1.5 mm(0.06") See Note#3 720 Pa (15.05 pso (negative) 1.3 mm(0.05") See Note#3 Note #3: The deflections reported are not limited byAAMA1WDMA1CSA 1011I.S.21A440-05 for this product designation. The deflection data is recorded in this reportfor special code compliance and information only. 5.3.4.3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the right jamb) (Loads were held for 10 seconds) 1080 Pa(22.57 pso (positive) <0.25 mm(<O.O V) 5.1 nun (0.20") 1080 Pa(22.57 psf) (negative) <0.25 nim(<0.01") 5.1 mm(0.20") 5.3.5 Forced Entry Resistance per ASTM F 588 Type: D Grade: 10 Disassembly Test No entry No entry Sash Manipulation Test No entry No entry Hand/Tool Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Comer Weld Test Meets as stated Meets as stated 73622.02-501-47 Architectural Testing Page 6 of I I Test Results: (Continued) Para,graph Title of Test- Test Method Results Allowed Test Specimen #l: FW-LC35 2438 x 1524 (96 x 60) (Continued) Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (insect screen not applicable) 440 Pa(9.20 psD No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the head) (Loads were held for 10 seconds) 1680 Pa(35.11 pso (positive) 3.6 mm(0.14") See Note#3 1920 Pa(40.13 psf) (negative) 3.8 mrn(0.15 See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the head) (Loads were held for 10 seconds) 2520 Pa(52.66 psf) (positive) 0.51 mrn(0.02") 5.1 mrn(0.20")max. 2880 Pa(60.19 pso (negative) <0.25 mm(<0.01") 5.1 mm (0.20") max. Test Specimen #2: FW-LC25 1829 x 2134(72 x 84) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) <0.05 L/S/M2 1.5 L/S/M2 (<0.01 CfM/ft) (0.3 Cfin/ft2)max. Note#I: The tested specimen meets (or exceeds) the performance levels specified in AAMAIWDMAICSA 1011I.S.21A440-05for air leakage resistance. 5.3.3 Water Penetration Resistance per ASTM E 547 See Note#2 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the right jamb) (Loads were held for 10 seconds) 720 Pa(15.05 psf) (positive) 1.0 mm (0.04") See Note#3 720 Pa(15.05 psf) (negative) 1.3 mrn(0.05") See Note#3 73622.02-501-47 Architectural Testing Page 7 of I I Test Results: (Continued) Paragral2h Title of Test- Test Method Results Allowed Test Specimen #2: FW-LC25 1829 x 2134 (72 x 84) (Continued) 5.3.4.3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the right jamb) (Loads were held for 10 seconds) 1080 Pa(22.57 psf) (positive) <0.25 mm (<O.O 1") 3.8 mra (0.15 1080 Pa(22.57 psf) (negative) <0.25 mm (<0.01") 3.8 mm(0.15 5.3.6 Forced Entry Resistance per ASTM F 588 Type: D Grade: 10 Disassembly Test No entry No entry Sash Manipulation Test No entry No entry Hand/Tool Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Comer Weld Test Meets as stated Meets as stated Optional Performance 4.4.2.6 Water Penetration Resistance per ASTM E 547 (insect screen not applicable) 360 Pa(7.52 psf) No leakage No leakage 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the right jamb) (Loads were held for 10 seconds) 1200 Pa(25.08 pso (positive) 1.5 mm(0.06") See Note#3 1440 Pa(30.09 psf) (negative) 2.5 mm.(0.10") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the right jamb) (Loads were held for 10 seconds) 1800 Pa(37.62 psf) (positive) <0.25mm(<0.01") I.Omm(O.04")max. 2160 Pa(45.14 pso (negative) <0.25mm(<0.01") I.Omm(O.04") max. 73622.02-501-47 Architectural Testing Page 8 of I I Test Results: (Continued) Paragrap Title of Test - Test Method Results Allowed Test Specimen #3: FW-LC25 1524 x 1829 (60 x 72) 5.3.2.1 Air Leakage Resistance per ASTM E 283 75 Pa(1.6 psf) 0.05 L/S/M2 1.5 L/s/m2 (0.01 CfM/ft) (0.3 CfM/ft) max. Note #I: The tested specimen meets (or exceeds) the performance levels specified in AAMAIWDMAICSA 10111 S.21A 440-05 for air leakage resistance. 5.3.3 Water Penetration Resistance per ASTM E 547 See Note#2 5.3.4.2 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the sill) (Loads were held for 10 seconds) 720 Pa(15.05 psf) (positive) 0.76 mm(0.03") See Note#3 720 Pa(15.05 psf) (negative) 1.3 nirn(0.05") See Note#3 5.3.4.3 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the sill) (Loads were held for 10 seconds) 1080 Pa(22.57 psf) (positive) <0.25 nun(<O.O V) 6.1 mm(0.24") 1080 Pa(22.57 pso (negative) <0.25 mm.(<O.O 1") 6.1 mm,(0.24") 5.3.7 Forced Entry Resistance per ASTM F 588 Type: D Grade: 10 Disassembly Test No entry No entry Sash Manipulation Test No entry No entry Hand/Tool Manipulation Test No entry No entry 5.3.6.2 Thermoplastic Comer Weld Test Meets as stated Meets as stated 73622.02-501-47 Architectural Testing Page 9 of I I Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Specimen #3: FW-LC25 1524 x 1829 (60 x 72) (Continued) 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 4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the sill) (Loads were held for 10 seconds) 1200 Pa(25.08 pso (positive) 1.5 mm(0.06") See Note#3 1440 Pa(30.09 psf) (negative) 2.3 mm (0.09") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the sill) (Loads were held for 10 seconds) 1800 Pa(37.62 psf) (positive) <0.25nim(<0.01") 6.lmm(O.24")max. 2160 Pa(45.14 psf) (negative) <0.25mm(<0.01") 6.lmm(O.24")max. Test Specimen #4: FW-LC35 1524 x 1524 (60 x 60) Optional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the right j arnb) (Loads were held for 10 seconds) 1680 Pa(3 5.11 psf) (positive) 1.8 mm(0.07") See Note#3 1920 Pa(40.13 psD (positive) 2.8 mm (0.11 See Note #3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the right jamb) (Loads were held for 10 seconds) 2520 Pa(52.66 psf) (positive) <0.25mm(<0.01") 6.lmm(O.24")max. 2880 Pa(60.19 psf) (negative) 0.25 mm(0.01") 6.1 mm (0.24") max. 73622.02-501-47 Architectural Testing Page 10 of I I Test Results: (Continued) Paragran Title of Test-Test Method Results Allowed Test Specimen #5: FW-R40 1829 x 1219 (72 x 48) Qptional Performance 4.4.2.6 Uniform Load Deflection per ASTM E 330 (Deflections were taken on the head) (Loads were held for 10 seconds) 1920 Pa(40.13 psf) (positive) 2.8 mm(0.11 See Note#3 2160 Pa(45.14 pso (negative) 3.6 mm(0.14") See Note#3 4.4.2.6 Uniform Load Structural per ASTM E 330 (Permanent sets were taken on the head) (Loads were held for 12 seconds) 2880 Pa (60.19 pso (positive) <0.25mm(<0.01") 7.4mm(O.29")max. 3240 Pa(67.71 pso (negative) <0.25mm(<0.01") 7.4mm(O.29")max. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing, Inc. and are representative of the test specimen reported herein. Detailed drawings, data sheets, representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC. �*I,autsm 06 Joseph E. Allison Michael L. Mackereth Senior Technician Director- Operations JEA:vlffl/ldj Attacbments(pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(4) Ak Architectural Testli g AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL-. 0201 PRODUCT TYPE: PVC Double Hung Window Su mary of Results Title Test Specimen#1 est Specimen#2 Test Speciinen#3 H-LC25 1118 x. 1956 H- C45 1118 x. 1524* H-LC55 914�x 1524* rimary Product Designator (44 x 77) (44 x 60*) - (36 x 6 *) Design Pressure* 1200 Pa(25.0 psf) 160 Pa.(45.0 pso 2640 Pa(5�-o pso Negative Design ressure* 1200 Pa(25.0 pst) 2160 Pa(45.0 psf) 2640 Pa(5$.0 pst) 89 N(20 lb� N/A NhN Air Infiltration 1.1 L/s/m" N/A N/A (0.21 cfmlW) Water Penetration Resistance Test Pressure 440 Pa(9.0 psD N/A N/A Uniform Load Structural Test Pressure 11800 Pa(±3 7.5 psf) :1:3240 Pa(±67.5 Psf) ±3960 Pa(±32.5 psO Forced Entry Resistance Grade 10 N/A N/ *-Optional Secondary Designators rest Completion Date: 01/27/06 R efe rence must be made to Report No. 62609.02-501-47, dated 02/14/06 for complete tes specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Ak Architectural Testl g AAMA/WDMA/CSA TEST RE,PORT Rendered to: ALSIDE WINDOW COMPAN' 3773 State Road Cuyahoga Falls,Ohio 44223 Report No.: 62609.02-501-4) Test Dates: 01/25/0( Through: 01/27/0( Report Date: 02/14/0( b piration Date: 01/27/1( Project Summary: Architectural Testing, Inc. (AT[) was contracted by Associated Materials, Inc. to perform tests on three Series/Model 0201, PVC cloubl hung windows at their facilit) lQcat.ed in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H-L(325 1118 x 1956 (44 x 77); Tesl Spcimen #2: H-LC45 1118 x 1524* (44 x. 60*);Test Specimen #3: H-LC55 914 x 1524* (36 x 6 *). Test specimen description and results are reported herein. deneral Note: An asterisk (*) next to the performance grade indicates that the size testedfit optional performance was smaller than the Gateway test sizefot the product type and class. Test Specifications: The test specimens were evaluated in acco-dance with the following: ANSI/AAMA/NWWDA 101A.S.2-97, Voluntary Specificat"onsfor Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 101/f.S.2/A440-05, StandardlSpecifluation for Windows, Doors, ana Unit Skylights, T,est Specimen Description: Series/Model: 0201 Product Type: Poly Vinyl Chloride(PVC) Double Hung Window Test Specimen 0: H-LC25 1118 x 1956(44 x 77) Overall Size: 1118 mm (44")wide by 1956 mm(77")high Top Sash Size: 1035 mm.(40-3/4")wide by 940 mm ( 7") high Bottom Sash Size: 1060 mm (41-3/4")wide by 965 min(38") high Screen Size: 10 19 mm,(40-1/8")wide by 965 mrn (38") high Overall Area: 2.19 m2(23.5 ft ) 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com 62609.02-501-4 Architectural Testl Page 2 of I Test Specimen Description: (Continued) i Test Specimen #2: H-LC45 1118 x 1524*(44 x 60*) Overall Size: 1118 mm(44")wide by 1524 mm(60" high Top Sash Size: 1035 mm (40-3/4")wide by 721 mm 28-3/8") high Bottom Sash Size: 1060 mm(41-3/4")wide by 748 m-n (29-7/16") high Overall Area: 1.70 m2 (18.3 42) Test Specimen#3-. H-LC55 914 x 1524* (36 x 60*) Overall Size: 914 mm(36")wide by 1524 mm (60") igh Top Sash Size: 832 mm(32-3/4")wide by 721 mm(j8-3/8") high Bottom Sash Size: 857 mm (33-3/4")wide by 748 mrr (29-7/16")high Overall Area: 1.39 m2 (15.0 fe) Thefollo wing descriptions apply to al I specimens. Finish: All PVC was white. Glazing Details: The sash were exterior glazed with nomi ial 21 mm (13/16") thick, sealec insulating glass fabricated from two sheets of 3.0 mm(1/8"',clear annealed glass a U-shape( steel spacer system embedded in sealant, single seated. T insulating glass was set agains a double-sided adhesive tape and secured with rigid vinyl gazing beads. Frame Construction: The PVC frame was constructed using mitered and welded corne construction. A snap-in PVC adapter was applied to the he d. Sash Construction: The PVC sash were assembled utilizing mitered and welded corne construction. Screen Construction: The screen was constructed with cxtruded aluminum. The corner were miter cut and secured using plastic corner keys. The iberglass mesh screen cloth wa held-in-place with a flexible vinyl spline. Ak 62609.02-501-41 Architectural Testiog Page 3 of I �est Specimen Description: (Continued) Weatherstripping: Description QuantiLy L-Q.9�io n 4.7 mm (0.187") backed by I Row Heal insert, sill, lock rail 6.6 mm (0.260") high pile with center fin 4.7 mm.(0.187") backed by I Row e Ext rior meeting rail (exterior), 8.9 mm (0.350") high pile top rail with center fin 4.7 mrn(0.187") backed by 2 Rows Sasti stiles 8.9 mm (0.350") high pile with center fin 4.7 mm.(0.187") backed by I Row Exterior meeting rail (interior) 14.0 mrn (0.550") high vinyl jacket/foam filled bulb 4.7 mm (0.187") backed by I Row Bottom rail 10.2 mm (0.400") diameter, offset vinyl jacket/fbam filled bulb 25.4 mm (1.0") by 12.7 mm(1/2") 4 Meeting rails, one at each end by 6.4 mm.(0.250") high adhesive backed pile pad Hardware: Description Quantity Loc,ition Metal button cam lock I Lock rail at mid-span, with mating and keeper keel ier at exterior meeting rail (TeE t Specimen#1) Metal button cam lock 2 Lock rail, 216 mm (8-1/2") in from and keeper eacl end, mating keepers at exterior meeting rail (Test Specimen#2 &#3) Plastic tilt latch 4 Top corner of sash Metal pivot bar 4 Botiom corner of sash Constant force balance 4 One perjamb system with locking tilt shoes Ak 62609.02-501-4 Architectural Testing Page 4 of I Test Specimen Description: (Continued) Drainage: Description Quantity Loc ition 22 mm (7/8")wide by 2 Exterior face of sill, one at 4.7 mrn (3/16") high weepslot eact i end (with flap) 32 mm (I-1/4") wide by 2 Sill)lamb intersection, one at each 12.7 mm (1/2") deep weepslot end 25 mm (P) wide by 2 Int6mediate sill wall, one at 4.7 mm (3/16") high weepslot eacK end 19.0 mm (3/4") wide by 2 Sill screen track, one at 4.7 mm (3/16") deep weepslot each end 9.5 mm (3/8")wide by 4 Botiorn sash rail and exterior Ing rail, one at each end 3.2 mm (1/8")deep weepslot mee. Reinforcement- The lock rail contained a custom shaled, formed steel reinforcemen measuring 22.2 mm by 11.7 mm by 1.2 mm (0.875" ly 0.461" by 0.047"), referenc Drawing No. UY0095. The keeper rail and bottom rail co,itained a custom shaped, forme steel reinforcement measuring 11.7 mm by 12.0 mm by 1.5 mm (0.875" by 0.473" b 0.059"), reference Drawing No. UY0094. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fi construction lumber and secured through the jambs to tl buck using four #8 x 64 m (2-1/2") long screws, one at the top and bottom of each amb. The exterior and interio perimeter was sealed with a silicone sealant, with the exec)tion of an approximate 102 rn (4") long void at each interior sill corner. A nominal 5 m n (3/16") gap was maintained a the perimeter between the buck and window frame. 62609.02-501- 7 Architectural Testl S Page 5 of 10 �est Results: The results are tabulated as follows: Paragmph Title of Test-Test Method Result Allowed Test Specimen#1: H-LC25 1118 x 1956(44 x 77) 2.2.1.6.1 Operating Force Bottom Sash OVen Breakaway 67 N(15 lbs) 230 N (50 lbs) Maintain motion 89 N(2 0 lbs) 155 N (35 lbs) !(jose Breakaway 36 N lbs) 230 N (50 lbs) Maintain motion 45 N(10 lbs) 155 N (35 lbs) Top Sash Open Breakaway 27 N (6 lbs) 230 N (50 lbs) Maintain motion 89 N (20 lbs) 155 N (35 lbs) Close Breakaway 53 N(I lbs) 230 N (50 lbs) Maintain motion 80 N(18 lbs) 155 N (35 lbs) Lock Open 5 N ( 1b) 100 N (22.5 lbs) Close 5N( lb) 100 N (22.5 lbs) Latches Open 5N ( lb) 100 N (22.5 lbs) 2.1.2 Air Leakage Resistance per ASTM E 293 1 See Note#1) 2 M, 1.5 L/s/m 5.3.2 75 Pa(1.57 psf,25 mph) 1.1 Lis//fj2) (0.21 c in (0.30 cfm/ft)max. Note #1: The tested specimen meets (or exceeds) the performance levels specified ii 4NSj1,4AA4,417VWWDA 10111.S.2-97, I0l1ZS.211VAFS-0Z AAAfA1WDAL41CSA 1 0 1/1, 2IA440-05for air infiltration. 62609.02-501-4 Architecturol Testh g Page 6 of I Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen #I: H-LC25 1118 x 1956(44 x 77)(Contiqued) 2.1.3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 180 Pa(3.75 psf) No lea age No leakage 2.1.4.1 Uniform Load Deflection per AStM E 33( 5.3.4.2 (Deflections reported were taken on the ext.-rior meeting rail) (Loads were held for 52 seconds) 1200 Pa (25.0 psf)(positive) �6.9 mm .27") See Note#2 1200 Pa(25.0 psf)(negative) �9.1 mm 0.36") See Note#2 Nole#2: The deflections reported are not limitedby AAALVWDAL41CSA 1011I.S.21A440-0 for this product designation. The deflection data is record?d in this report for special cod compliance and information only. 2.1.4.2 Uniform Load Structural per ASTM E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) : 1800 Pa(37.5 pso(positive) D.5 mm(0.02") 4.1 mm (0.16") max, 1800 Pa(37.5 pso(negative) �.0.3 mm(0.0 1") 4.1 mm(0.16")max. 2.1.8 Forced Entry Resistance per ASTM F 588 5.3.5 Type: A Grade: 10 Hand Tool Manipulation No er try No entry Tests A I through A7 No et try No entry Hand Tool Manipulation No er try No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated 62609.02-501-4 7 Architectural Testl q Page 7 of I) Test Results: (Continued) Paragraph Title of Test- Test Method Results Allowed Test Snecimen#1: H-LC25, 1118 x 1956(44 x 77)(Continued) 2.2.1.6.2 Deglazing Test per ASTM E 987 5.3.6.3 Top Sash In operating direction -320 N (70 lbs) Meeting r!il 1.5 mm(0.06") 11.43 mm (0.45") Top rail 1.5 mm(0.06") 11.43 mm (0.45") In remainin�direction-230 N (50 lbs) Left stile 0.9 mm(OA 3 11.43 mm (0,45") Right stile 0.8 mm(0.(3 11.43 mm (0.45") Bottom Sash In operating direction-320 N (70 lbs) Meeting rail 1.5 mrn(0.06") 11.43 mm (0.45") Bottom ra!1 1.5 mm (0.06") 11.43 mm(0.45 In remaining direction -230 N (5p lbs) Left stile 0.8 mm(0.(3 11.43 mm (0.45") Right stil� 0.8 mm(OA 3") 11.43 mm (0.45 Optional Performance 4.3 Water Resis:ance per ASTM E 547 4.4.3.4 (with and w thout screen) 440 Pa.(9.0 )sl) No leakage No leaka e, 9 62609.02-501-4 Architectural Testir g Page 8 of 1( test Results: (Continued) Paragraph IjILq of Test-Test Method &ad 2 Allowed Test Specimen #2: H-LC45� 1118 x 1524*(44 x 60*) Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 33C 4.4.3.2 (Deflectlons�reported were taken on the exi erior meeting rail) (Loads were�held for 52 seconds) 2160 Pa(45.�O psf)(positive) 10.7 mm().42") See Note#2 2160 Pa(45,10 psf)(negative) 14.7 mm(08") See Note#2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent I ets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3240 Pa(67..5 psf)(positive) 0.3 mm(C.0 1") 4.1 mm (0.16") max. 3240 Pa(67,5 psf)(negative) 1.5 mm(C.06") 4.1 mm (0.16") max. Test Si)ecimen#3: H-LC55�914 x 1524* (36 x 60*) Optional Performance 4,4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections 11 reported were taken on the exlerior meeting rail) (Loads wore I held for 52 seconds) 2640 Pat(55.0 pso (positive) 9.1 mm .36") See Note#2 2640 Pa(55.0 psf)(negative) 7.6 mm(0.30") See Note#2 4.4.2 Uniform Lo d Structural per ASTM E 330 4.4.3.2 (Permanent ets reported were taken on the exterior meeting rail) (Loads were held for 10 seconds) 3960 Pa(82.0 psf)(positive) 1.5 mm (0.06") 3.3 mm (0.13") max. 3960 Pa(82.15 psf)(negative) 0.3 mm (0.0 V) 3.3 mm (0.13") max. Ak 62609.02-501-4 Architectural Testing Page 9 of I Drawing Reference: The test specimen drawings have been reviewed by ATI and match th test specimen reported herein. Detailed drawings, representativ el samples of the test specimen, and a copy of this report will b retained by ATI for a period of four years from the original test date. The above results werl secured by using the designated test methods and they indicate compliance with the performanc4 requirements of the above referenced specification. This repon does not constitute certificatiot of this product, which may only be granted by the certificati n program administrator. Thi! report may not be reproduced, except in full,without the approval of Architectural Testing, Inc. �,or ARCHITECTURAL TESTING, INC. Nitagy S19nW 6 Lynn C40199 by Annifer L D&%� D19bBY ftned by Michwl L�eWkemth Lynn George Michael L. Mackereth Project Manager Director-Operations LG.Jild A,ttacliments(pages): Appendix-A: Alteration Addendu,�(1) Appendix.B: Drawings(13) Florida Building Code Online Page 1 of 3 MW Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map 5CIS Home Links Search Product Approval 04 11'�� USER:Public User PrQduct-Approval Men >Product or Application Sear ft>Application LiSt>Application Detail FL1222-Rl pp� FL# Application Type Revision Code Version 2004 Application Status Approved 6 3 Comments Mwwm III." Archived SIR u, Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Marsh Fembaugh mfernbaugh@alside.com Technical Representative Marsh Fernbaugh Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44281 mfernbaugh@alside.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Referenced Standard and Year(of Standard) Standard Year ANSI/AAMA/NWDA 101 IS-2 1997 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr appjtl.aspx?param=wGEVXQwtDqvzRNLe5q4OVo... 7/2/2008 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/15/2005 Date Validated 08/05/2005 Date Pending FBC Approval 08/09/2005 Date Approved 08/24/2005 .......... ......................................... ......................................... ..................... .................... .................. �:Summary of Products FL# Model, Number or Name Description 1222.1 0104 New Construction: 72x48 DP35, 60x6O DP35; 3/16" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0104:72x48 (3/16" annealed) DP35, Created by Independent Third Party: 60x6O (3/16" annealed) DP35 Evaluation Reports Created by Independent Third Party: New Construction: 72x48 DP55, 60x6O DP50; 1222.2 0 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use In HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: Verified By: Other: 0170:72x48 (1/8" annealed) DP55, Created by Independent Third Party: 60x6O (1/8" annealed) DP50 Evaluation Reports Created by Independent Third Party: 1222.3 =10204 Replacement: 96x6O DP30; 3/16" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions ure: Verified By: Des gn Pres Other: 0204:96x6O DP30 (3/16" annealed) Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1222.4 =10404 Replacement: 96x6O DP30; 3/16" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0404:96x6O (3/16" annealed) DP30 r ated b Independent Third Party: y �Evaluation Reports Created by Independent Third Party: 1222.5 0704 Replacement: 72x48 DP35, 60x6O DP35; 3/16" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ; Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Impact Resistant: Installation Instructions Design Pressure: +/- Verified By: Other: 0704:72x48 (3/16" annealed) DP35, Created by Independent Third Party: 6Ox6O (3/16" annealed) DP35 Evaluation Reports created by independent Third Party: 1222.6 0 Replacement: 72x48 DP50, 60x6O DP50; 1/8" glass Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Quality Assurance Contract Expiration Date Approved for use outside HVHZ: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvzRNLe5q4OVo... 7/2/2008 Florida Building Code Online Page 3 of 3 Impact Resistant: Installation Instructions Design Pressure: Verified By: Other: 0970:72x48 (1/8" annealed) DP50, Created by Independent Third Party: 60x6O (1/8" annealed) DP50 Evaluation Reports Created by Independent Third Party: .......................................— .......................... ....................... DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 2000-2005 The State of Florida.All rights reserved.Cgpyright and Disclaimer Product Approval Accepts: am H� M http://www.floridabuilding.org/pr/p�_app_dtl.aspx?param=wGEVXQwtDqvzRNLe5q4OVo... 7/2/2008 MEN I BCIS Home cs Submit Surcharge Stats&Facts blications FBC Staff 5CIS Site Map Unki Search Product A01provall USER:Public User Product Approval Menu>Proquct or Application Search>Application Ust Application Detall FL# FL1089-RI Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Alside Win ow Company Address/Phone/Emall 3773 State Road Cuyahoga Falls, OH 44223 (330)922-2108 mfernbauS h@alslde.com rnbaugh Authorized Signature Marsh Fe mfernbauE h@alside.com Technical Representat�ve Marsh Fembaugh Address/Phone/Emall 3773 State Road Cuyahoga Falls, OH 44281 mfernbauSih@alslde.com Quality Assurance Re resentative Address/Phone/Emall Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American kirchitectural Manufacturers Association Validated By Referenced Standard and Year(of standard) Standar YOAU ANSI/AAt A/NWDA 101 IS-2 1997 Equivalence of Produc�Standards Certified By Product Approval Method Method 1 ption A Date Submitted 06/14/20C 5 Date Validated 08/05/20C 5 Date Pending FBC Appi Val 08/09/2005 ,ro Date Approved 08/24/2005 Summary of Products FL# I lode[,Numbe�or Name De ription 1089.1 C 201 Rep cement* 48x78 DP30,44x77 1)1335� 44x6O DP , 36x72 DP55; 1/8" glass Limits of Use (See Other) Ce f1catlon Agency Certificate c a 11 Approved for u I I HVHZ: Qu lity Assurance Contract Explratl�n Date Approved for= outside HVHZ: Impact Resistant, Ins Ilation Instructions fi Design Pressure:'�/- Ve Ifled By: - al u .1 Other: 0201:48x78 ',1/8" annealed)DP30, Cr ated by Independent Third Party: i 44x77 (1/8" annealed) DP35,44x6O(1/8" Eva uation Reports annealed)DP45, 3602 (1/8"annealed)DP55 . I Cr ated by Independent Third Party: 1089.2 C 301 Nev� Construction: 4807 DP25,4407 P30, 44x 50 DP35, 3602 DP50i 3/32" glass Limits of Use (See 9ther) Cedification Agency Certificate Approved for use I HVHZ: Qui lity Assurance Contract Expiration Date Approved for use �Utslde HVHZ: Impact Resistant: Installation Instructions Design Pressure: Verifled By: Other: 0301:48x77 :3/32 H annealed) DP25, Created by Independent Third Party: 44x77 (3/32" annealed) DP30,44x6O (3/32" Evaluation Reports annealed)DP35, 36x 2 (3/32" annealed) QP50 Created by Independent Third Party: 1089.3 C 401 Rep acement: 4808 DP25,4407 DP30i 44x6O I ; DPQ, 36x72 DP35; 1/8" glass Limits of Use (See her) Zertification ency Certificate Approved for use HVHZ: Qui lity Assurance Contract Explratl�n Date Approved for use outside HVHZ: Impact Resistant: installation Instructions Design Pressure: V01fied By: Cr�ated by Independent Third Party: Other: 0401:48x78 P25 (1/8"annealed), 4407 (1/8" anneale DP30,44x6O(1/8' Eva�luatlon Reports annealed)DP40, 3 �2 (1/8"annealed)DP35 CNated by Independent Third Party: 0 1089.4 501 Rep acement: 52x84 DP25,4407 DP40,44611 DP4 5 3602 DP45, 36x6O DP60; 1/8" ass Limits of Use (See ther) Cedification Agency Certificate Approved for use HVHZ: Qu;lity Assurance Contract Expiratl6n Date Approved for use�Iutslde HVHZ: Impact Resistant: Installation Instructions Design Pressure: Verified By: Other: 0501:52x84 (1/8" annealed) DP25, Created by Independent Third Party: 4407 (1/8" annealed) DP40, 44x6O(1/8" Evaluation Reports annealed)DP45, 3602 (1/8" annealed) DP45, Created by Independent Third Party: 36x6O (1/8" anneale DP60 1089.5 501 Rep lacement: 52x6l DP35; 1/8"glass,3 cam I locl s/keepers,"DP" tilt latch w/"H Kex" Limits of Use (See Other) Cei tification Agency Certificate Approved for use In HVHZ: Qu�flity Assurance Contract Explratl6n Date Approved for use utside HVHZ: Impact Reslstant:� ta a Ion Instructions 'n_ if Design Pressure: �e led By: Other: 0501:52x6l�"C" package(1/8"annealed) Cr4ated by Independent Third Party: DP35 Evaluation Reports Croated by Independent Third Party: 10896 001 Replacement: 4407 DP30, 44x6O DP40'1, 3602 DPe 0; 3/32" glass Limits of Use (See Other) Cedification Agency Certificate Approved for use In HVHZ: Qu,lity Assurance Contract ExpiratiO Date Approved for use Outside HVHZ: Impact Resistant: Ins:allation Instructions Design Pressure: Vet fied By: Other: 8001:44x77�P30,44x6O DP40,36x72 Cre 3ted by Independent Third Party: DP40 Ev luation Reports I I Cr ated by Independent Third Party: 1089.7 01 Rep acement: 44x77 DP35,44x6O DP50, 36x72 a� DP5D, 36x6O DP65; 3/32" glass Limits of Use (See Other) Cer-ification Agency Certificate Approved for use In HVHZ: Qug lity Assurance Contract Expirati n Date Approved for use Outside HVHZ: Impact Resistant: Ins tallation Instructions Design Pressure: t/- Vej ified By: Other: 9001:44x77 PP35,44x6O DP50,36x72 Created by Independent Third Party: DP50,36x6O DP65 Evaluation Reports Created by Independent Third PaLty: Next DCA Administri tiqn Department of Comm nity Affairs Florida Building Co Online Codes and Stan rds 2555 Shumard Oak oulevard Tallahassee,1-7odda 399-2100 (850)487-1824,Fax(8 0)414-8436 0)2000-2005 The State of Florida.All rights served.Copyright and Discialme Product Approval ccepts- Florida Building Code Online Page I of 3 lit tz;I I rZ WA I'm BCIS Home Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links search Product Approval ............ USER: Public User Product-AMrQ�l Menu>Product or Application Search>Application List>Application Detail FL # FL9834 Application Type New Code Version 2004 IMF- so 2 xw, Application Status Approved i IT �w! Comments Archived Product Manufacturer Alside Window Company Address/Phone/Email 3773 State Road Cuyahoga Falls, OH 44223 (330) 922-2108 mfernbaugh@alside.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer : Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Wendell W. Haney developed the Evaluation Report Florida License PE-54158 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date Validated By L.F. Schmidt, P.E. : Validation Checklist- Hardcopy Received Certificate of Independence FL9834 RO COI Certificate of Independence.pd Referenced Standard and Year(of Standard) Standard Year Accepted Engineering Practice 2004 ANSI/AAMA/NWWDA 101/I.S.2 1997 http://www.floridabuilding.org/pr/pr�_appjtl.aspx?param=wGEVXQwtDqts8kfLJAG�/�2fU... 7/14/2008 Florida Building Code Online Page 2 of 3 ANSI/AAMA/NWWDA 101/I.S.2/A440 2005 ASTM E1300 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 11/03/2007 Date Validated 11/20/2007 Date Pending FBC Approval 11/26/2007 Date Approved 12/30/2007 :Summary of Products FL# Model, Number or Name Description =[aModel 0204 Extruded PVC Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL9834 RO II INST 9834.1.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 9834.1 for Design Pressure FL9834 RO AE EVAL 9834.1.pdf �Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 19834.2 ��Ib. Model 0404 Extruded PVC Fixed Window Limits of Use Installation instructions Approved for use in HVHZ: No FL9834 RO II INST 9834.2.pdf Approved for use outside HVHZ:Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A ludy.1 Reports Other: See INST 9834.2 for Design Pressure FL9834 RO AE EVAL 9834.2.pdf I Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 19834.3��Ic. Model 0604 Extruded PVC Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL9834 RO II INST 9834.3.pdf Approved for use outside HVHZ:Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Des gn Pressure: N/A valuation Reports Other: See INST 9834.3 for Design Pressure FL9834 RO AE EVAL 9834.3.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9834.4 =1d. Model 0104 Extruded PVC Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL9834 RO II INST 9834.4.pdf Approved for use outside HVHZ:Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Eva uat n Reports Des gn Pres ure: N/A ST 9834.4 for Design Pressure FL9834 RO AE EVAL 9834.4.p—df Other: See IN Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9834.5 le. Model 0170 Extruded PVC Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL9834 RO II INST 9834.5.pdf Verified By: Wendell W. Haney, P.E. 54158 Approved for use outside HVHZ:Yes Impact Resistant: No Created by Independent Third Party: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqts8kfUAG%2fU... 7/14/2008 Florida Building Code Online Page 3 of 3 ure: N/A luation Reports Design Pres Eva Other: See INST 9834.5 for Design Pressure FL9834 RO AE EVAL 9834.5.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. 9834.6 =If. Model 0970 Extruded PVC Fixed Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL9834 RO II-INST9834.6.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A n Reports valluatio Other: See INST 9834.6 for Design Pressure EL9834 RO AE EVAL 9834.6.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: instructions and product particulars. ................. ................... ............... ................................... DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee,Florida 32399-2100 (850)487-1824,Fax(850)414-8436 C 2000-2005 The State of Florida.All rights reserved.Copyright and Disclairre Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqts8kfUAG�/�2fD... 7/14/2008 A, Architectural Testing AAIVIAIWDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY SERIES/MODEL: 0204/02A4 PRODUCT TYPE: PVC Fixed Window Report No.: 63903.02-501-47 Test Dates: 03/22/06 Through: 03/23/06 Report Date: 04/11/06 Expiration Date: 03/23/10 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Ak Architectural Testing AA A/WDMA/CSA TEST REPORT SUMMARY OF RESULTS Summary of Results Title Test Specimen#1 Test Specimen#2 Test Specimen #3 Primary Product Designator F-LC25 1829 x 2134 F-LC30 2438 x 1524 F-LC40 1524 x 1524 (72 x 84) 60) (60 x 60) Design Pressure* 1 1200 Pa(25.0 psf) 1440 Pa(30.0 psf) 1920 Pa(40.0 psf) Negative Design Pressure* 1200 Pa(25.0 ps.t) 1440 Pa(30.0 psf) 1920 Pa(40.0 pso Operating Force(in motion) N/A N/A N/A Air Leakage Resistance 0.1 L/S/M2 <0.I L/s/M N/A .02 cfm/tI') (<0.01 cfm/ft) Canadian Air Infiltration/Exflltration Level* N/A N/A N/A Water Penetration Resistance Test Pressure* 330 P�(6.75 psf) 360 Pa(7.5 psf) N/A Uniform Load Structural Test Pressure :bl 800 Pa(±37.5 psf) ±2160 Pa(±45.0 psf) ±2880 Pa(±60.0 psf) Forced Entry Resistance Grade 10 Grade I M/A Summary V f Results Title Test Specimen#4 Test Specimen #5 Primary Product Designator F-LC50 1219 x 1829* F-LC50 1829 x 1219* (48 x 72*) (72 x 48*) Design Pressure* 2400 Pa(50.0 psf) 2400 Pa(50.0 psf) Negative Design Pressure* 2880 Pa(60.0 psf) 2880 Pa(60.0 psf) Operating Force (in moti)n) N/A N/A Air Leakage Resistanc N/A N/A Canadian Air Infiltration/Exfiltra lion Level* N/A N/A Water Penetration Resistance Te t Pressure* N/A N/A Uniform Load Structural Test Pressure ±4320 Pa(±90.0 psf) ±4320 Pa(±90.0 psf) Forced Entry Resistance N/A N/A *-Optional Secondary Designators Test Completion Date: 03/23/06 Reference must be made to port No. 63903.02-501-47, dated 04/11/06 for complete test specimen description and data. 130 erry Court York, PA 7402-9405 phone: 71 -764-7700 fax: 71 -764-4129 www.ar htest.com Ak Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: ALSIDE WINDOW COMPANY 3773 State Road Cuyahoga Falls,Ohio 44223 Report No.: 63903.02-501-47 Test Dates: 03/22/06 Through: 03/23/06 Report Date: 04/11/06 Expiration Date: 03/23/10 Project Summary: Architecturil Testing, Inc. (ATI) was contracted by Associated Materials, Inc. to witness testing on five Scries/Model 0204/02A4, PVC fixed windows at their facility located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance requirements for the following r4tings: Test Specimen#1: F-LC25 1829 x 2134 (72 x 84); Test Specimen #2: F-LC30 2438 x 11524 (96 x 60); Test Specimen #3: F-LC40 1524 x 1524 (60 x 60); Test Specimen #4: F-LC50 1219 x 1829* (48 x 72*); Test Specimen #5: F-LC50 1829 x 1219* (72 x 48*). Test specimer description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size testedfor optional performance was smaller than the Gateway test sizefor the product type and class, Test Specifications: The test specimens were evaluated in accordance with the following: ANSI/AAMA/NWWDA 10 1/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (P VC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 10 1/1. .2/A440-05, StandardlSpecification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: 0204/02A4 Product Type: Poly Vinyl Chloride(PVC)Fixed Window i 130 Derry Court York, PA 17402-9405 phone: 711-764-7700 fax: 717-764-4129 www.arc�test.co.rn Ak 63903.01-501-47 Architectural Testing Page 2 of 10 Test Specimen Description: (�ontinued) Test Specimen #I: F-LC2� 1829 x 2134(72 x 84) Overall Size: 1829 m (72")wide by 2134 mm(84") high Daylight Opening Size: 1715 mm(67-1/2")wide by 2019 mm (79-1/2") high Overall Area: 3.9 m.2 42.0 ft ) Glazing Type: The unit was interior glazed with nominal 19 mm (3/4") thick, sealed insulating glass fabricated from two sheets of 5.0 mm (3/16") clear annealed glass, a "U" shaped steel spacer system embedded in sealant,single sealed. Test Specimen #2: F-LC30 2438 x 1524(96 x 60) Overall Size: 2438 mri(96")wide by 1524 mm(60")high Daylight Opening Siz : 2324 mm(91-1/2")wide by 1410 mm(55-1/2")high Overall Area: 3.7 m2;40.0 ft2) Glazing Type: The unit was interior glazed with nominal 19 mm (3/4") thick, sealed insulating glass fabricated from two sheets of 5.0 mm (3/16") clear annealed glass, a "U" shaped steel spacer system embedded in sealant, single sealed. A cap bead of silicone sealant was located at the sill and approximately 6" up each jamb. Test Spec imen #3: F-LC40 1524 x 1524(60 x 60) Overall Size: 1524 mm(60")wide by 1524 mm (60")high Daylight Opening Siz : 14 10 mm(55-1/2")wide by 1410 mm(55-1/2")high Overall Area: 2.3 m' 5.0 W) Glazing Type: The u it was interior glazed with nominal 19 mm (3/4") thick, sealed insulating glass fabrica'.ed from two sheets of 4.0 mm (5/32") clear annealed glass, a "U" shaped steel spacer system embedded in sealant,single sealed. 63903.01-501-47 Architectural Testing Page 3 of 10 Test Specimen Description: (�ontinued) Test Specimen#4: F-LC5 1219 x 1829* (48 x 72*) Overall Size: 1219 mm (48")wide by 1829 mm (72") high Daylight Opening Siz 1105 mm(43-1/2")wide by 1715 mm(67-1/2")high Overall Area: 2.2 m2 �24.0 Glazing Type: The u it was interior glazed with nominal 19 mm (3/4") thick, seated insulating glass fabrica led from two sheets of 3.0 mm (1/8")clear annealed glass, a "U" shaped steel spacer sys em embedded in sealant,single seated. Test Svecimen#5: F-LC5 1829 x 1219* (72 x 48*) Overall Size: 1829 m ' (72")wide by 1219 mm(48")high Daylight Opening Siz, 1715 mm(67-1/2")wide by 1105 mm (43-1/2")high Overall Area: 2.2 M2 24.0 ft2) Glazing Type: The u it was interior glazed with nominal 19 mm (3/4") thick, sealed insulating glass fabrica ed from two sheets of 3.0 mm (1/8")clear annealed glass,a"U" �I shaped steel spacer sys em embedded in sealant, single sealed. The jol owing descriptions apply to all specimens. Finish: MI PVC was white 0" te Glazing Details: The ins lating glass was set against a double-sided adhesive tape and secured with rigid vinyl gl ing beads. Frame Construction: The PVC frame was constructed.using mitered and welded corner construction. 63903.01-501-47 Architectural Testing Page 4 of 10 Test Specimen Description: (C�ntinued) Drainage: Description Quantity Location 25 mm(I") wide by 2 Exterior face of sill,one at 4.7 mm(3/16") high wee slot each end (with flap) 19 mm(3/4")wide by 2 Sill glazing pocket,one at 4.7 mm (3/16")deep wee slot each end 2.5 mm(3/32")diameter 2 Sill glazing bead pocket,one at weephole each end Reinforcement: No reinfbr�ement utilized. Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir construction lumber and secured through the master-frame with four #8 x 64 mm (2-1/2") long screws, one at the top and bottom of each jamb. The interior and exterior perimeter was sealed with a silicone sealant with the exception of an approximate 4" long void at each int ' sill mer. A nominal 5 mm (3/16") gap was maintained at the perimeter between the buck and window frame. Test Results: The results are tab hated as follows: Paragraph Title of Test- est Method Results Allowed Test Specimen#1: F-LC25 1829 x 2134(72. x 84) 2.1.2 Air Leakage�esistance per ASTM E 283 (See Note#1) 5.3.2 75 Pa(1.57 psf,25 mph) 0.1 L/S/M2 1.5 Us/m 2 (0.02 cfm/fl) (0.30 cfm/ft2) max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSIMAMAINW)VDA 101A.S.2-97, 10111.S.21MFS-02, AAM41lVDMA1CSA 1011I.S. 2IA440-05for air infiltration. 2.1.3 Water Resistl nce per ASTM E 547 5.3.3 180 Pa(3.75 :)sf) No leakage No leakage Ak 63903.01-501-47 Architectural Testing Page 5 of 10 Test Results: (Continued) Paragra0h Title of Test-�cst'Method Results Allowed TestSpecimen #I: F-LC25�1829 x2134(72 x 84)(Continued) 2.1.4.1 Uniform Lo d Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the right jamb) I (Loads wer held for 10 seconds) 1200 Pa.(25 0 pso(positive) 1.5 mm(0.06") See Note#2 1 1200 Pa(25 10 pso(negative) 1.5 mm (0.06") See Note#2 Note#2: The deflections ed a no lo'ted by AAMAIWDAMICSA 1011I.S.21A440-05 for this product designati re or' �ection d'ata ,�n he de is recorded in this reportfor special code 10 compliance and informa n n Y. i 2.1.4.2 Uniform Lo I d Structural per ASTM E 330 5.3.4.3 (Permanent ets reported were taken on the rightjamb) (Loads were held for 10 seconds) 1800 Pa(37.5 psi)(positive) <0.3mm(<0.01") 8.5mm(O.34") max. 1800 Pa.(37. psf)(negative) <0.3mm (<0.01") 8.5mm(O.34") max. 2.1.8 Forced Ent Resistance per ASTM F 588 5.3.5 Type: D Grade: 10 Hand Tool Manipulation No entry No entry 5.3.6.2 Thermoplastic�orner Weld Test Meets as stated Meets as stated Optional Performance 4.3 Water Resist nce per ASTM E 547 4.4.3.4 330 Pa(6.75 psf) No leakage No leakage 63903.01-501-47 Architectural Testing Page 6 of 10 Test Results: (Continued) Paragraph Title of Test-Test Method Rtag!Ls Allowed Test Specimen#2: F-LC3�1 2438 x 1524(96 x 60) 2.1.2 AirLeakag Resistance per ASTM E 283 (See Note#1) 5.3.2 75 Pa(1.57 psf,25 mph) <0.I L/s/m 2 1.5 L/s/m 2 p (<0.01 cfnVft2) (0.30 cfm/ft2)max. R s Note #1: The tested spec-men meets (or exceeds) the performance levels specified in ANSIIAAMAINWWDA 10 1 S.2-97, 10111.S.21NAFS-02, AAMVWDAV1C,5A 10111S. 2121440-05for air infiltratio' s a 2.1.3 Water Resij nce,per ASTM E 547 V 5.3.3 180 Pa(3.7 psf) No leakage No leakage 2.1.4.1 Uniform Lo d Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the head) (Loads were�held for 10 seconds) 1200 Pa(25�O PSO(positive) 1.8 mm (0.07") See Note#2 1200 Pa(25�O psf)(negative) 2.8 mm(0.11 See Note#2 Note#2: The deflections re orted are not limited by AAAM1WDAfA1CSA 1011I.S.21A440-05 for this product designatlon� The deflection data is recorded in this reportfor special code compliance and information nly. 2.1.4.2 Uniform Lo d Structural per ASTM E 330 5.3.4.3 (Permanent ets reported were taken on the head) (Loads were held for 10 seconds) 1800 Pa(37. pso(positive) <0.3mm(<0.01") 9.6mm (O.38")max. 7 1800 Pa(37. pso(negative) 0.3 mm(0.0 V) 9.6 mm(0,38") max. 2.1.8 Forced Ent Resistance per ASTM F 588 5.3.5 Type: D Grade: 10 Hand Tool anipulation No entry No entry 5.3.6.2 Thermoplastic�orner Weld Test Meets as stated Meets as stated Ak 63903.01-501-47 Architectural Testing Page 7 of 10 Test Results: (Continued) Paragraph Title of Test-Test Method Results Allowed Test Specimen#2: F-LC30�438 x 1524(96 x 60) (Continued) Ogtional Performance 4.3 Water Resist nee per ASTM E 547 4.4.3.4 360 Pa(7.5 sf) No leakage No leakage 4.4.1 Uniform Lo d Deflection per ASTM E 330 4.4.3.2 (Deflections eported were taken on the head) (Loads were held for 10 seconds) 1440 Pa(30. pso(positive) 2.3 mm(0.09") See Note#2 t d I h 1440 Pa(30, pso(negative) 3.0 mm(0.1211) See Note#2 4.4.2 Uniform Lo Structural per ASTM E 330 4.4.3.2 (Permanent s ts reported were taken on the head) (Loads were eld for 10 seconds) 2160 Pa(45. psf)(positive) 0.3 mm(0.0 V) 9.6 mm(0.38") max. 2160 Pa(45.0 psf)(negative) 0.3 mm(0.01 9.6 mm(0.38") max, Test Specimen#3: ,F-LC40 524 x 1524(60 x 60) Optional Performance 4.4.1 Uniform Loa I Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the head) (Loads were ield for 10 seconds) 1920 Pa(40.0 pso(positive) 3.8 mm(0.15 See Note#2 1920 Pa(40. psf)(negative) 4.3 rnm (0.17") See Note#2 4.4.2 UniformLoa StructuralperASTME330 4.4-3.2 (Permanent s ts reported were taken on the head) (Loads were eld for 10 seconds) 2880 Pa(60. psf)(positive) 0.3 mm(0.0 V) 6.1 mm(0.2411)max. 2880 Pa(60. psf)(negative) 0.3 mm(0.0 V) 6.1 mm(0.24")max A, 63903.01-501-47 Architectural Testing Page 8 of 10 Test Results: (Continued) ParggLa Allowed gh Title of Test-Dest Metho Results Test Specimen #4: F-LC50 219 x 1829* (48 x 72*) Optional Performance 4.4.1 Uniform Loa Deflection per ASTM E 330 4.4.3.2 (Deflections eported were taken on the right jamb) (Loads were eld for 10 seconds) 2880 Pa(60. psf)(positive) 3.6 mm(0.14") See Note#2 2880 Pa(60. psf)(negative) 3.3 mm(0.13 See Note#2 4.4.2 Uniform Loa Structural per ASTM E 330 4.4.3.2 (Permanent s ts reported were taken on the right jamb) (Loads were eld for 10 seconds) 4320 Pa(90. psf)(positive) <0.3mm(<0.0V) 7.3mm(O.29")max. 4320 Pa(90. psf)(negative) <0.3 mm(<O.O V) 7.3 mm(0.29") max Test Specimen#5: F-LC50 829 x 1219*(72 x.48*) Optional Performance 4.4.1 Uniform Loa Deflection per ASTM E 330 4.4.3.2 (Deflections eported were taken on the head) (Loads were eld for 10 seconds) 2880 Pa(60. pso(positive) 3.6 mm(0.14") See Note#2 2880 Pa.(60. pso(negative) 3.3 mm(0.13 See Note#2 1 4.4.2 Uniform Loa Structural per ASTM E 330 4.4.3.2 (Permanent s ts reported were taken on the head) (Loads were eld for 10 seconds) 4320 Pa(90. psf)(positive) <0.3mm(<0.0V') 7.3mm(O.29")max. 4320 Pa(90. pso(negative) <0.3 mm(<0.01 7.3 mm(0.29")max Drawing Reference: The test sp, cimen drawings have been reviewed by ATI and match the test specimen reported herein. 63903.01-501-47 Architectural Testing Page 9 of 10 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of fbur 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 Architeictural Testing, Inc. For ARCHITECTURAL TESTING, INC. OIL A Dawoftk Y*-.Lynr c—#rpby 01gitalli/Sigmdby:SmaA.Wamer Lynn George Scott A. Warner Project Manager Vice President LG.j1d Attachments(pages): Appendix-A: Alteration Addendum(1) Appendix-B: Drawings(4) A,V City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 qq7 Phone(904)247-5826 - Fax(904)247-5845 lilt -mail: building-dept@coab.us E L Date routed: 47 City web-site: hftp://Www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Ye No Property Address: i5 Den) y6lt Building Planning &Zoning V Applicantwindpo arid, b jax Public Works Public Utilities roject It Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: APPL19ATION STATUS Reviewing Department First Review: MApproved. F�Denied. (Circle one.) Comments: <=BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: -olT-o 2- PUBLIC UTILITIES Second Review: [—]Approved as revised. FjDenied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: []Approved as revised. [_�Denied. Comments: Reviewed by: Date: 5 MIN. RETURN %, Dcmk 10371 page 583 I ON E#21 L :P4341 Pac,583 A ROCOr" MW CVWCW UML cum IMT FUN 1.00 5.04 NGTICCE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersignedhereby informs all canczmed that improv ement's will be made to can:ain real pro'oeitI, and in accordanc-e with Section 713.12 of the Florida Statutes, the following informaton is stated in this NOTICE OF COMMENCEMENT. Descnption of Property_ t4 C��4 ' r-71 7:;�S3 .General Oescriptan of lmprovements_"Q4F--q= Cmner "Too-Z P-S Address. A 6-s--4(0 0INner's interest in site of irnpra,4ements: Fee Simple 7)e Haider(if other than owner) -Name Address Contractor . VPW 7= 1AC Address_ Surety (ff any) Address _Amount of Bond Name of person within the State of Rcdda designated by owner upon whom notices or other documents ed: be sery Name Address In addition to himsel-f, owner designates the Following person to receive a copy of the Leinar's. Nctic-- as provided in Section 712.1 2(l)(F), Florida Statutes. (Fill i6 at Owners option). Name Address: lgel? J/a- Owner Swam to and srth--�rrihari 11=f- CITY OF ATLANTIC BEACH ROOFINGPERMIT APPLICATION JOB LOCATION: OWNER OF PROPERTY:_LIAQ!�tj 9AAggaMp TELEPHONE.: 4DI4 -(gb7. . CONTRACTOR: LhAse— -CS*-avwwS. " 14c- CONTRACTOR'S ADDRESS: N" 0 -ZIP: "_3.2_v104 STATE LICENSE NUMBER: UtOG"'3' TELEPHONE. 1%4-7.les DESCRIBE.WORK TO BE PERFORMED:_4"j�_S:W>Asp,,4& -or— VALUATION OF PROPOSED CONSTRUCTION MATERIALS TO BE USED: AsPA*Lr- SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: v SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OFFC Y 1(2&j lk2X2, AS TO OWNER: _.bu i NOTARY P064C SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY 0 j 00 2 AS TO CONTRACTOR XRRY PUBLIC NOT Liability Insurance Supplied Patricia Amonette Workers Compensation Insurance Supplied MYCOMMISSION# CC947012 JVI�ES August 27,2004 DORM THRO T"WN INSURANCF Contractor Ucense Information Supplied INC Occupational License Information Supplied CITY OF 4&4a,&-c BeacA 4&W-4& Office of Building Official REOUEST FOR INSPECTION Date I--- Permit No. Time A.im. Received District No. Job Ad& /-L-00-ality Owner' Narr —Contractor r*61 WING / CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing 0 RoughWiring 0 Rough 0 Air.Cond.& 0 Re Rooting 0 Slab 0 Temp Pole 0 Top Out 0 Heating Lintel 0 Fire Place 0 Pro Fab READY FOR INSP N A.M. Mon. Tues. Wed. Thurs, Friday—P.M. 2 779�:) Inspection Ma0e P.M. Inspector Final Inspection 0 Certificate of Occupancy Date CITY OF 4&4494-C Office of Building Official REQUEST FOR INSPECTION Date Time A Received Nt District No. dress J L I't 0 ner w Nam e Cc BUILDING CONCRETE ELECTRICAL -P'L`U� - MECHANICAL Framing 0 Footing 0 Rough Wiring Rough ,�01 Air.Cond.& 0 Re Roof!ng 0 Slab 0 Temp Pole Heating Lintel 0 �rze-� Fire Piece 0 6�,;,T En b READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday 'P.M. Inspection Made yp�-M Inspector— t, Finil Insipec o- Certificate of Occupancy Date CITY OF 4&4a4-c BemA-0;4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received District No. -/-T, L '-s/ J;blddress Locality Owner's Name tor CONCRETE ELECTRICAL PLUMB G Footing 0 0 Air.�Cond.'& Ite Rcofl�gO Slab 0 Temp Pole 0 Top Out Heating Lintel 0 Fire Place READY FOR INSPECTION Pre Fab A.M. Tues, Thurs, Friday_P.M. Mon. �— Wed. Inspection Mad Inspector Final Inspection El Certificate of Occupancy Date CITY OF 4&a4c Re".4-&74wid*,�Y' office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received District No. Job Address Locality wn Name rnntrartor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL .0 (�� "(n. Framing 0 Footing 0 Rough Wi (n U Rough 0 Air.Cond. vv'r(n�., Fie Roofing 0 Slab 0 Q��e�mpPole Top Out 0 Heating Lintel 11 —A READY FOR INSPECTION Mon. Tues. ,VVed. Thurs. =Fid. A.M. inspection Made P�M. Inspector L A, EPER Final Inspection Certificate of 0 Date V CITY OF IYL.', Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M, Received P,M District No Job Address Owner's --ftrttr-actor r-'BUILDIN! CONCRETE ,�ELECTR(C e--PLUMB I HA _!W ME HANIC ing 0 Footing 0 �,��ng 0 0 Id R Re Roofing 0 Slab 0 Temp Pole L1, Top Out 11 Heating Lintel 0 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thur4C--,, Friday—P.M. C�D- 11--� Inspection Made P,M. Ir ector C ��;ertiticate of Occupancy Date CITY OF 4&64dw Bewls-A;&u-c& office of Building Official REQUEST FOR INSPECTION 7� 1, 9_ Date Permit No. Timev A.M. Recei ed P.M. eo District No. — ,:�W ktz Job qdre s Loca ty Own:r's —// � 7 1L— /-1 — &,, Nam contractor—1 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 0 RoughWIring 0 Rough 0 Air.Cond.& 0 fie Roofing 0 Slab Temp Pate 0 Top Out 0 Heating Lintel Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. =Frid;;�—P.M. —7— 2 6 �-�, -2, A.M. Inspection Made Inspector Final Inspection 0 Certificate of Occupancy Date CITY OF 4&aa& office of Building Official REQUEST FOR INSPECTION Date 3 Permit No. Time - District No. Received P*M' i( JobAddres&, L lity, Owni Contractor Nam,:"" 17 IC�C '*'� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL RoughWiring 0 Rough Ej Air,Cond.& 0 Framing E3 Footing Heating Re Roof Ing 0 Slab 0 Temp Pole LI, Top Out 0 Fire Place 0 Lintel 0 Pre Fab READY FOR INSPECTION - A.M. Tues. Wed. Thurs. Friday-P.M. 1'9 2 Inspecti.n7 M. 7 Inspector Final Inspection Crtif icate of Occupancy Date 3/4" WATER SERVICE WILLIS CONTRACTING S.W. COMiER PLAZA & OCEAN BLVD. JOB COST RECORD 'MATERIALS LABO QTY,,'�` TOT L 6" X I" T.S. 1 $15 00 I" CORP STOP 1 $11 30 1" MALE ADAPTER PVC 2 $1.54 1" 45 L PVC 1 $0440 1" CURB STOP 1 $13.80 I" X 3/4" GALV. REDUCIR 1- $1 07 3/4" METER ENDS 2 $3 50 3/4" RUBBER WASHERS 2 $0476 3/4" X 5/8" METER 1 $85.00 CONCRETE METER BOX/LIl 1 $21 00 I" SCH 40 PVC PIPE 30' _ $5 40 SUB TOTAL $158 67 10% O.H. $15 86 TOTAL $174 53 2 MEN ($27 .45/HR) FOR 4 HRS $109 80 30% O.H. $32 94 TOTAL $142 74 -MATERIALS--LABOR- TOTAL T OTAL $174[53 . $142174 $317, 27 . SC.__011-EXk�SEO-VPP AMOUNT OTHER 109 EXPENSES $180 00 I TRUCK ($10.00/HR) F R H��S. TOTAL COST $497 271 TOIAL SELLING PRICE J.00 I BACKBOR (S35.00/HR) FOIA 41 HRS. LESS TOTAt COST GROSS PROFIT LESS OVERHEAD COST OF SELLING PRICE TOTAL NET PROFIT **SEWER ST�B_OUT EXISTING" APPROVED FEB 2 -� 1992 PRICE QUOMITS APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME- ----------- ------------ MAILING ADDRESS-4��6- ------------------- PHONE NUMBER------------------------- DATE,--:;) SERVICE REQUESTED_ ----------------------------------------------- SERVICE LOCATION.--- /777------ ---------------------------- DATE SENT TO -21 DATE RETURNED PUBLIC WORKS_,�. -, TO BUILD. DPT. _. DATE OWNER NOTIFIED--------------------- \C'40 7�Ti 7, � 21 1-092 PIZICS QLkodMM APPLICATION FPR WATER AND/OR SEWER TAP APPLICANT NAME-- ---------------------- MAILING ADDRESS-4LL- �-------------------- PHONE NUMBER......................... DATE2:-':�7 SERVICE REQUESTED- ----------------------------------------------- vz� SERVICE LOCATION-- --------------- --27 -------------------------------- DATE SENT TO DATE RETURNED PUBLIC WORKS-,�2---, TO BUILD. DPT- ---------------- DATE OWNER NOTIFIED--------------------- FLOODPLAZU DEVCLOPMEUT XUPORMATIOU Type of Development* ------—------- Flood Zones._ _�� Requlr*d Lowest Ploox 29 building to located within a flood hazard xone.. a survej aunt be made AFIMR TUB BLAB UA2 SM POURED# certifying that the LOWEST FLOOR ELICVATZOU to mWal to or above the base flood elevation ostablinbed for that zoneo U0 final Inspection will be made and no oertAgicate o:C occupency will be issued until the WWVOY 10 On lfii�r with the Building Department, CONNEUTSs Applicant Acknowl*dgemonts I understand that the issuance of this permit In 000tiNgent upon the - above Information being correct and that the Plans and supporting data have b or shell 2 agree to comply with *IL applicable be provided an requiredo provisions cKI Ordisence =-7-11 and *I love or *A ordinances 099*0t:L*g the proposed 411WVVIOPIA"to /1/772�, _..Applicantfs Ilignature_ Date.- - ----- Owportm*nt Use Required Lowest Floor Elevation ---- ----------- An Built Lowest Floor Elevation ................ Survey Filed with Building Department ........... artment Representative page 3 DEPARTMENT OF Ct*rY OF ATLANTIC'SEAV+ Paim ii INiORXA, T, iOK, '_7LjV b ION' INFORMATION mi t �mb- r 1296��", '�, Aadio 418' OCEAN U t- T ype S ID loo ","ATLANT'Ic BZACX,� PLOtti 3 OA 2 0,111 ss of W k:AltPLACMT—PSM IT ------- , r DESCR IPTION, LZOAL ot* T'o, ns t r.-, Tfpe WOOD FRA":: 9 lock SeCtjon, 6posl*,&._V*ii.,SIN0LE PAM I LY 0 i 4:1 Subd )W4 's W, 0 u V 0.00 :4 rov. cost: 000�.00, otale '25, 00 le unt 00 4 ION �PP41C,4TION FEE AVERr P ER141 T, r. , 154 FLORIDA p ARA,rro*' 0 polot V, RACH ;�,F4 _32082 vi '777 j v N mu RtPWR 7ALLcoNcRtT#-F, A otic PSAND FOOTINGS ST PEIR M!TV040 SIX,MONTHS AFTER bATE'dVIS VE $ DING MATS PL "f INPUSLIC Sf , T RiAL,AOSSISH AND bE6klS*RQM THIS WOOK M0ST N 4, _ON T 1, W+4f,,R Ac_-o OUPAM NTRACTOR OR9 Wl + THE MECHAA IC "A t S' LIEN 0 'F -OW I G TWIC PAY F I 'p*D,ACCOR611 4 'r0 APMOVEb PLA N$�V,i"10HARE PART.OF THIS,P Rmilt ANDOVW ECT: ]Rq Ov 4 OF1 -TV ISIO AW.6 JU 7 ATUIN BEAPM 001 RTWENT TIC 4� 77,7777, CITY OF ATLANTIC BEACH PMMrT APPLICATION REMDELf ADDITIONS OR ALTERATXONS DEMOLITIONS Owner (s) :_ cA- Address CCC----A) 0 Phone cc� Lot # Block or Unit # Subdivision: Contractor: DMC-- Ar,-#rvS,'F&ot46 State License # eB elo�/C,>g,5-5— Address:— tt� Phone No:— 271-- Describe work to be done.: -eal ot dlwco "J2 a,, Present use of building: valuation of Proposed Construction: Prop4sed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC?- SUMff T 2MM (CCMWRCZAZ) TWO (PZSXDENTXAZ) COWLLME SETS OF PZAKS, INCXVDZNG SITLr Pz", SMVZY, ZNXRGr CODE rOM49, ROTZ= OF CCNMMCXMMT, AND 0 VCONTPJLCTOJR A17ZDAVIT, XF OWWR is cowrRACT0j:t. Signature OWNER:", Date: Signature CONTRACTO Da t e: License Supplied: Liability Tnsurance: Worker's Compensatiorr Insurance: CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 1-47-5804) FAX(904)247-580; October P , 199'� Mike Smith 848 Ocean Boulevard Atlantic Beach , FL 32233 Dear Sir : The house at 848 Ocean Boulevard was constructed. in 1 --',92 , at that time the Citv of Atlantic Beach aid not include that�- ] ocation in its high wind zone and did not require six nailS iDer shincile for fiberglass roofing shingles , if you have any ciuestions concerninq construction �),n votir property please call me at ( 904 ) 147 --5826 . Sincerelv , 0 Cf%N- ( - Don C . Ford Building official DCF/pah cc : Citv Manaaer MAP SHOWING SURVEY OF LOT- 8 —P4R,L- AS RECORDED IN PLAT BOOK 15 PAGES--- —OF THE CURRENT PUBLIC RECORDS OF —COUNTY, FLORIDA, CERTIFIED TO (C01_1-rRAC7'0f5 k4 k. ? ,(=y "/C A4A,--�__ 0. 5"/-r,,-V ,People:5 lcl�7c?ncl�ql 6aving-4 dnd Zodn 4me,-Ican 71-Ile 1n9z1,--dnc_- Comlvdnl RIX lu ii 2 1992 Building and Zoning OCEA Ili nOULE VA k' 0 '/ CbV 7- AJ 7-4 e- 4 VE) f0AVWAY r",4 V,,5 X1--,V 7- tri IS or Fv" 4,�3' Zl;?e /e'r /5, �o %S 0 I) .7 IN L 0 7- J Q kklI, 1tv.7' 9.7 P—4 '/'Z I.R.(Pueo--,U) 'rK CA111 C4 R-) -5 7.00 0.1"-/ �CAJ 4 1 IA-1 A:� L 0 7- 5 ,��A�FC'Arra A,;14Y 209, 1,99Z 7_4e:�) __5 t1V 1�4 P9QYEA,'1E A-1 7 V4 7f LEGEND DATE "461.ZG, NOTES: DENOTES CONCRETE MONUMENT SCALE X-X DENOTES FENCE 0 DENOTES IRON PIPE SET JOBNO. 17L595 DENOTES IRON PIPE FOUND 1.Bearings are based on ox DENOTES CROSS CUT 2.This is a &CUA.1 Z:)A R>� survey, I - 3. Elevations shown thus (15.0) reter to N.G.V.D. of 1929. Richard A. Miller & Associates, Inc. 4.Subject property lies within Zone //A as shown on F.I.A.Flood Hazard Boundar Professional Land Surveyors U bounaar� 11M5 St.Johns Industrial Parkway North Map 0001A� — Community No. /ZOC)7�5 dated Ar1R. 17, /9&9 Jacksonville,Florida 32216 5.Unless otherwise noted,any portion of the subject parcel that may be deemed as Wetlands (904)642-&337 by State or Governmental Agencies, has not been determined and any liability resulting I HEHEBY CERTIFY THAT THE SURVEY SHOWN HEREON MEETS,THE MINIMUM therefrom is not the responsibility of the undersigned. fECHNICAASTANDAROS SET FORTH BY THE FLORIDA BOARD OF LAND 6.There may be Restrictions or Easements of Record evidenced by title examination that have SURVEY .PURSU NT TO ZSECTI: 7 FLOeIDA STATUTES nQ11 been shown hereon. NOT VALID UNLESS EMBOSSED WITH A SURVEYOR'S SEAL 131-tVAIR-D A—MILLER, P.L.S CHK. By—F.B. ZGZ _P& CITY OF Ve4d - 57&u�4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 February 26, 1993 Duval County Taz�, Assessor Duval County Courthouse 300 West Bay Street Jacksonville, FL 32202 Re,: Address Correction Building Permit No . 4968 Dear Sirs : Please be advised that the above building permit was issued under the address of 838 Ocean Boulevard , Atlantic Beach, Florida 32233 . The correct address for this permit is 848 Ocean Boulevard. All of our records have been corrected and this letter is to request that you correct your records accordingly . If you need any further information please do not hesitate to contact this office . S ' erely, Don C . Ford Building official DCF/pah cc : Michael P . Smith City Manaqer 4968 4 .......... Olt out 00PARTIME,"T Lot 04 'yo I JIVORMAT ION LOCAT "'OcgAN OLVD- PER10T 1"pok"ATION Addt*igm 41" -H FLORIDA,,3,2233i or*it N U11" IN T wt a 'D Permit f -------- LEGAL DESCe w6rkeg NEW 1600 ,of Lotel, Se6tior OOD FRAME 0 91tr., T)vo; RNG 4fxag''FAMILY su di b 0 C;o�d& $76147.,00 ed, value I tivot t so.'00 02766.34, 0 T 42746 -34 - te.=A' H S F 0 43 z ork ell, j pot APPOCAtION FEES '*567.00 PERMIT SMITH 5'79- �T` F VID 11,, i ", ,-Z I I CH FLOIR-f I =' a Z5. 'T's :' I It 356 $11.47 2 RAVON :dAS IC R' *0.60 N RAI)qN, GAS :7 T 4497� 2-7 INFORM WAUR Ax" so.00 Ap awsit, 'T'L Addro $01.00 SHARE HYDRAULIC'' AT 00 'T E T ype 0 low S*� A ES: )e N TI ALL'cONCRETE FOqMS AND FOOTINGS MUST SE:IN$ps;"Tv'p'01FORIE-'POURING 0 PERMIT VOID.SIX MONTHS AFTER-DATE OF ISSUE NO MUST BE UtLDING MATfRIAL,,RU6f 6 FR6WTH18 WORK MUST NOT BE PLACEDIN PUBLIC SPACE,A IMH AND�PgSRI LEARto UP ANOHAULt6AWAY BY EITHER CONTRACTOR OR OWNER 'FAILU -CO NICS"� LIEN L CAK-AESUIX,IN MPLY WITR THE NIECHA AW: R91 TO, iLDI Fa SPROPERTY 6WNER'PAYING TWICE FOR BU FIX TIONfOR UEO:A CO ADING TO-'-APPROVED PLANS WHICH ARE PART OF THIS p5RMIT�. ECI LATto pF.APpLjCA0LEPR6V1$1ONS OF LAW. N .... .......... - ------ E LANTIC BEACIf-'suiLOiNG, D PAAtMENT 77, CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(90-4)247-5800 FAX(904)247-5805 NOTICE To: Water Department City of Atlantic Beach Date: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer required% Permit Number Address -------------- ------------------------------------------- -------------- ------------------------------------------- -------------- -----------------------7------------------- -------------- ------------------------------------------- -------------- ------------------------------------------- Sincerely, Don C. Ford Building Official DCF/pah cc: City Nanager (D MAP SHOWING SURVEY OF LOT 8. PARK TERRACE, AS RECORDED IN PLAT BOOK 151 PAGE 60, OF TfiE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 0.�2 . t�A 4 Z .,4 6 .7- /A�Z 45 5 7 �';fef 3/7 211 17.59' '%A 7' A V'r 5-S OVER 411V5. lb A 722 ecwo.,var ,4 1W 0 X TI 571,1�r AA V'r. A 4 0 VCR Z/,Vc ROA0 114 'A l< 0 THIS IS A BOUNDARY SURVEY q N Z k THIS PROPRETY APPEARS TO LIE IN FLOOD if, I I ZONE "X" BY FLOOD MAPS REVISED APRIL 17, 1989, CAI COMMUNITY PANEL NO. 120075 0001 D 4 ,14 0 MAY 13 1992 0 Building and Zonin A I H E R E B Y C E R T I F-Y T 0: z ew1l THAT THIS A/PVC(MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY-THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 21 HH--6 FLORIDA H. A. DURDEN ADMINISTRATION CODE. H A. DI sz/Z'C & ASSOCIATES ,.C. A Q.. wavon No. LAND S u v R URVIEYOR111 P z 71) SIGNED Z 19 ost Office Box 5" 1103 South Third Street SCALE: _ ._ � I JecksorrAlle Beach.Florlda 32250 THIS IPVqNOT VALID UNLESS THIS PRINT 19 E.MBOSSED WITH THE SEAL OF THE ABOVE SIGNED. ____j Vkrrtif irate of (Orrupaurg CITY OF ErVartntput of Builbing Inopprtion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the followina Bldg, Use classification 16 Permit No. Group Type Construction '--Fire District -Address C: owner of Building L la, F1. J2 3 3 Locality Building Address- 2ktt�L,�1� L X By: Building Official Date: POST IN A CONSPICUOUS P"CK 5365 DEPARTMENT OF 13UILDIN Go IC BEACH- CITY OF ATLANT ----------------- -------- LOCATION NFORNATION PERXIT� I N BOULEVARD' 84a ,OCZA I Add,reass- . ,. 11 FLORIDA 32233 sit Number% !M,5 ATLANTIC BEAC, AL, D.ZSCRIPTI ---------- ervit Tyoe,: FENCE ----- -LEG ON of woll**I Section Lot f,� 0 D F009 natr. ,-type t WOO Tovnotsip I RUG: FA111L)f od Uise's SINGLE opos I Code t 0 Subdivision%, v ilingst $150.00 imated Valuet I*prov- Oats $10.00 Tote $10-00 Amou� _Fj'NrE Pit ,7, APPLIC FEES ----- ATION T1 ON, rr PERM IT 00 EPe *q $0. g BOULEVARD, F LORI S �0 P 5 $0. 00 g N aAO-H. ft.S� $0. 00 , ON SAO, RIAD 0 NFORMAT,�QN $0.00 WATER 0 *ER, A 0, $0. 00 Name Ito, SEWER TAP ' *0.00 tjypIRAT L IC SHARE -*,(L 00 RE ECT, PIPE ype $0 SSIC I "Aw N ES.- -�7 MS AND FOOTING13 MUST E IINSp��7t)113EpORE POURING NOTIC9—ALL CONCRETE FOR PERMIT VOID SIX MONTHS AFTER'DATE OF ISSUE NOT BE PLACED IN PUBLIC SPACE,AND MUST BE ILDtNP MATERIAL,RUSBISHA,1`410 DEBRIS FROM THIS WORK MUST LEARED UP AND HAULED AWAYBY EITHER CONTRACTOR OR OWNER. TO COMPLY WITHTHE MECHANICS,,LIEN' LAW,CAN RESULT, IN 14 0 , 'N,, EPROPE TY W ER PAYING TWICE FOR BUI CORIIDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMItANDSU, REVOCA00OR SUED AIC 'PROVISION$OF LAW. ABLE OF�APPLIC 14"PAC LANTIC BEACH BUILDING DEPARTMENT lAv, APPLICATION FOR FENCE PERMIT 2-� Owners name sm phone -------------------- Lp� C)UF�Ao Job address Lot block and/or unit #-------------subdivision-------------------- Contractor if different from owner- --------------- ----------------------------------------- Valuation of fence $ D Corner or interior lot --- ------------ Type construction------F01-16�-z:------------------ Show location and height of fence as we�l as location of street(s). 0 Owner signature....... ------------------- ate I,�- D ------- Contractor signature----------------------------------Date T71 1-AT MAY aq zoning DATE: ------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFAC*roRY: k;;--------- - --------- - ----------- --------------------------------------------- ------------------------------------------------- ------------------------------------------------------ -------------------------------------------------- -SINCERELY BUILDING INSPECTION DIVISION cc:FILE TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address AOL Enclosed are our (blue) copies of the permits. Please update your records accordingly. CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC . BEACH, FLORIDA Apgro%vd 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. BILL THOMPSON ELECTRIC GO., INC. P. 0. BOX 50398 JAURMNVILLE BEACH, FL 32240-0398 ELECTRICAL FIRM: MASTER ELEgLRICIAN ANATURE JOURNEYMA I . . 1:5-� 744 NAME-, -w- ADDRESS., t'46 RFD. Box_ BLDG.SIZE BETWEEN: RES,X_ APT.11 COMM.( I PUBLIC INDUS. NEM"'4, OLD.( I REW. ADDITION ( TRAILER ( TEMP.( I SIGNS ( I —SQ.FT. SERVICE: NEWP'*', INCREASE( I REPAIR ( FEE CONDUCTOR SIZE AMPS OAC7.1 COPPER ALUM.J�e4 t 67- SWITCH OR BREAKER OC762 AMPS C2VOLT RACEWAY s C:�) 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._ 31-100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0-100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLeNEOUS- TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MOTOR SIZE FLASHER_ EACH SIGN SWITCH FORWARDED TOTAL FEES 5.194 DEPARTMENT OF BUILDING C OF ATLANTIC BEACH ITY FORMATION ------- LOCATION IN PERMIT INFORMATION ' SAN BOULEVARD Address$ 84a OCI FLORI P mit Numt*r 1 5194 4 DA 312313,�";' ATLANTIC REACH ermit, Ty MECHANICAL, DESCRIPTION ---------- Pe ---------- LEGAL df Work:, NEW , , Section% Lot: Blockt notr. Type% WOOD FRAME RNG: a Township: ed Use% SINGLE FAMILY opogs Cod Subdivision*-, DI�ell e: , 0 imated valuet $0.0- $0,00 Improv, Cost; .$51.00 Total IRS. $51. 00 Amou �9122 vat 4t— �NEw RESIDE!!CE, TRAL HEAT AND IR IN , ---- APPLICATION FEES ATION *51.00 PERMIT AT q $0.00 4d w IMPACT FEE ,gvao 4 d BOULEVARD Ar �, , FEE FLOR [,4e `!i',,"1,!1&-Aw,"- A ie qp�- 4 21 $0.00 RADON GAS-H. R. S. 5% R 0 FORMAT;iIm RADON GAS $0.00 $0.00 WATER TAP Name: EAP � A 'HEAT L EW T 00 v C--BLV SO %).,00 EACH, FLORIDA 3223'.: HYDRAUL,ICISHARE RE-INSPECT FEE, -*0.00 9-'' - Type: 3 H IMPACT FEE $0. W SEC. 4""'A RES: J ETE FORMS AND FOOTINGS MUST,56 I�NSPECTED BEFORE POURING NOTICE .. ALL CONCR PERMIT VOID SIX MONTHS AFTER DATE OF Issue UILDING MATERIAL,RULBBISH AND DEBAtS FROM THIS WORK MUST NOT$4 PLACED IN PUBLIC SPACE,AND MUST BE LEARED UP AND,HAULED AWAY BY,EITHER CONTRACTOR OR OWNER 'COMP "FAILUR4� TO, Ly WITH THE MECHANICSP, LIEN LAW CAN RESULT IN THE, PROOERTY OWNERPAYING TWICE FOR BUILDING ROVEM ENTS. ION ' 'IRM: (9/09/92 7, M 'S$UED�ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SQ& TO,REVO** FOR, JIOLATION Of-APPLICABLE PROVISIONS OF LAW. wATTnu S �1119T LANTIC BEACH BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLAINITIC BEACH, FLORIDA 3za33 APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUMBER -IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV. Street Address. if�/ LOCATION L 0CQA11 OF Intersecting Street$: Between And— BUILDING Sub-4covisoon- 11. IDENTIFICATION — To be completed by all applicants in consideration of permit given for doing the woA as described in the abcve statement we hereby agree to pe4c,m sa;d worit '" 4:.:130 with the attacFLed plans and ipecificaf;ons which are a part hereof and in accordance with the C;ty of JacksomvXe ord;mamces 6�43 Oa-zall% of good practice listed therein. Name of mechanical Contractor$ Contractor (Print) Master Name of Property Ownis? Njoefure of Ow Signature of *r AvAefixed Xgtnt Architect or Engineer Ill. GWRAL A. Type Of hosti-2 IS OTHER CONSTRUCTION BEING QPNJE ON EloctAc THIS BUILDING OR SITE 7 1, (3 Gos-0 V 0 Natural 0 Central UtilifY of yes. give"UtAGER&59"STRUCTION E3 09 PERMIT .4.0 (3 00sor — Specify IV. MICHANWAL EQUWMINT TO K INSTALIAD ATURE OF WORK kt of component%on bock is form I Residential or I I Commercial Space E3 ltftonW Central 0 Row Now Building Existing Building FX, 9: 0 Room 0 Control I eforis Tmci C Ded hvtoeii: M I AQ"L+&A1 J "0-2 11 Replacement of existing system maximIm capacity A&'Q 6.fm. Now Installation(No system previously installed) ,I Extension or add-on to existing system C3 C00169 lowel: Capacity I-Pi". C3 Other - Specify C) " sprialillors: Numbor of 13 flevettw E3 Monlift E3 Escalate number) THIS SPACS POR OFFICII USA ONLY 0 Gasolina,pumps -(number) (Reeniftsil 0 ..L. (numb") Remits 0 LPG contaiseft-_ (number) 0 us&"Pressure L sisse 13 lolloni Permit Approved Data C3 O*w — Specilly Permit - L119T ALL EQUIPMENT AM CONDITIOMNG AND REFRIGERATION FQUIPMENT C!ffift-f-4tY A roving N Umb#rVnft Description Model Number Manufacturer A j HEAnNG FURNACES, BOILERS, FIREPLACES capacity Approwba Number UnIts; Dame4puan No"Number uracturler (VM) 2n 4 1 or 7 TANKS Now,many Nowbw capacity Type L110" Name cc Serw Approvurig Contained No. Agency 7-- 5082 DEPARTMENTOF BUILDING , CITY OF ATLANTIC BEAC+4 A MATION --------- ------- LOCATION INPOR PERMIT JIMPOk"ATION --- s4a,,OCEAN BOULEVARD it, Num Addres bort. BEACH, FLORIDA 32233 ATLANTIC PLUMBING IPTION ---------- ermit Typo? ----------- LEGAL DESCR C an of Wlofk 1, �NEW Lott Block,. , Section; f pe t WOOD FRAME 0 nstr. Ty � RNGt jownshiPi asod,I Use�- SINGLE, FAMILY op b- subdivision: ilings: Code. imated V410*- $0.00 10'proV.L_ Cost t *0.,00 Total, : "7.50 A APPLICATION FEES �ATION +` 10, 1', ''PERMIT, $67. 50 so. 00, VA IMPAC FEE , BOULEVARD Aei idres FYPE AW"',"I", B FL 0`91�"�," f pf P DGN GAS-". R.i S. $0. 00 $0. 00 ftAwx GAs $0.00 TR FORMA ITT ' TAP, A SEWER TAP N GAD $0.00 93 ��S. , ol 9 $0.00 YDRAULICSHARE LLEf FL 32207 H JACK CT' FEE ype: 0 0 .A, "00 RE, I N.9PV T 10 L SEC �H, IMPACT FE OTHER, 'NCTESo S MUST BE INSPSOIED 89FORE POURING NOTICt ALL CONCRFTEfOAMS AND FOOTING PERMIT VOID SIX MONTHSAFTER DATE OF ISSUE ;IN PUBLIC SPACE,AND MUST BE UILDING MATERIAL,RUBBISH AND DEBR-14 FROM TH IS WORK MUST NOT BE PLACED L RED UP*bflAULED�AWAYBYEITHER CONTRACTOR 08 OWNER, ' EA LIEKLAW CAN: RESULT IN OMPLY,WITH THE MECHANICS , ,FAILUREI TO,C ICE FOR SUIL THE PROP�Rt* OWN SRI PAYING TW "DING WTAP VED PLANS WHICH ARE PART OF THIS PERMITAND,4"T TO"REVO FOR UED ACCORDING TO APPRO F-,APPL4CABLE PROVISIONS OF LAW. 0-"TION 0 25- is's !!100 ICB ACH�BUILDING DEPARTMENT, J CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: PLUMBING CONTRACTOR: LICENSE NUMBER: �f OWNER: BUILDING CONTRACTOR: TYPE OF BUILDING: SINKS SHOWERS LAVATORY WATER HEATERS - BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: + $15.00 ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIOh OF THE SOUTHERN STANDARD PLUMBING CODE. MAP SHOWING SURVEY OF AS RECORDED IN PLAT BOOK 15-0 pAGE 60t OF THE CURRE11T -OT 8 p PARK TERRAC IJBLIC REIGORDS OF D6VAL COUNTYj FLORIDA-. Z .,4 , 011 lqllt��r 0.1- llx�w 37' 17.3VP* \A is r 1/2 P,,Ie—k" OVfq 41.V&. or A lb 7rZ r^w0evAr N - '#' A Awl"eQ 0 Q % 0 N o7o 4& �_f -,.�AA v or. IV4, !f .51 fo A 4 0 LN 10 HIS IS A BOUNDARY SURVEY IS PROPRETY APPEARS TO LIE IN FLOOD th ,4E "X" BY FLOOD MAPS REVISED APRIL 17, 1989, 1 AHUNITY PANEL NO. 120075 0001 D %to x IN 9 2 I H E R E 0 Y C E R T I FY T 0: AfA Z el-* 4,41hC%72:'--/ THAT THIS 90VEYMEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY-THE FLORIDA BOARD or LAND SUnVEYOR9, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER I I"H-6 f LOn1DA H* \A. DURDEN ADMINISTRATION CODE. & ASSOCIATESINC. FLORIOA 001101614"NO au"vewon P40. L t4 -AND s nv unvfyone SIGNED iO 7 19 Poll Poll OffkA now SM70 1:I c 03 Smith Third Streof SCALE- _2 J cksonv400 Beech.Florida 32230 THIS IPVCYNOT VALID UNLESS THIS PRINT IS E.MBOBSED WITH THE BEAL OF THE ABOVE 91(;f$ED. CITY OF ATLANTIC BEACH, FLORIDA ApprovW by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- .19 / IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE*A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. BILL P. 0. C�r 'lAr"1011411 ELECTRICAL FIRM: MASTER E�kfRlc_14M'SIGNATURE JQURNEYMAN NAME —ADDRESS: "'/.':D_SOX_ BLDG.SIZE BETWEEN: RES.( I APT. ( COMMA PUBLIC I INDUS. NEW( OLD ( REW. I I ADDITION ( ) TRAILER ( TEMP.�d SIGNS I ) SQ.FT. SERVICE: NEW 64 INCREASE( REPAIR ( FEE CONDUCTOR SIZE AMPS COPPER I ALUM.4-t4 I -Z:L/-o SWITCH OR BREAKER AMPS PH J�Y"-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 MPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS JCEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. OLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES MAP SHOWING SURVEY OF LQ'r- 307 -5 AIR 5c-crIoAi A-16- 3 .4 LT Ou,14 L A "'t�ED IN PLAT BOOK /a PAGES —OF THE CURRENT PUBLIC RECORDS OF —COUNTY, FLORIDA. S R CERTIFIED TO IA//e_t 15 (f0AJ7-,q4C-r1AJ1:3 M A 6 AJO L A (.5o, ,elkv)5 T A? E E 7' 50. 0 ' '/Z CA10 r-4 P) 0. 104 8) 0 Lu LO N VACAO-r Lor 'J6 0'7- 10 0 SP rt00 1/2"eA10 Cxix�> 50. 0 0 7- -1 / 7 LEGEND DATE -J4 A-1- 13, /"Z M DENOTES CONCRETE MONUMENT SCALE NOTES: X-x DENOTES FENCE 0 DENOTES IRON PIPE SET JOB NO. 11748 1.Bearings-are based on 0 DENOTES RON PIPE FOUND X DENOTES CROSS CUT 2.This is.a OCUAI,04 RY" survey. 3. Elevations shown thus (15.0) refer to N.G.V.D. of 1929. Richard A. Miller & Associates, Inc. 4.Subject property lies within Zone 'x'4 "A" as shown on F.I.A.Flood Hazard Boundary Professional Land Surveyors Map 000to , Community No. /ZO07� 11330-5 St.Johns Industrial Parkway North dated 4PR_. /7. 1999 Jacksonville,Florida 32216 5.Unless otherwise noted,any portion of the subject parcel that may be deemed as Wetlands (904)642-8337 by State or Governmental Agencies, has not been determined and any liability resulting H RTIFY THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM R therefrom is not the responsibility of the undersigned. LEDS SET FORTH BY THE FLORIDA BOARD OF LAND C ST DAR S UR"Els.P UANT TO SECTION 472.027.TL STAIJ)TES. I 6.There miay be Restrictions or Easements of Record evidenced by title examination that have not been shown hereon. a [R C MILL P I NOT VALID UNLESS EMBOSSED WITH A SURVEYOR'S SEAL HAFE A. MILLELR, P.L.S.-CERT. NO. 3848 CHK. By F.B. PG. Address C, Heated Square Footage @ $ 0 0 per sq ft = $ -114 ,��/�Shed -on 6 0 @ $ C) er sq ft = $ Carport/Porch $ /3. o per sq ft = $ Deck @ $ — per sq ft = $ Patio $ ___per sq ft = $ TOTAL VALUATION: C�)-C, Total Valuatiqn Ist 7 C', Remainder Valuation per thousand or p ion thereof -------------------------------------------- Total Building Fee $ ADDITIONAL PERTLTS and/or FEES REQLJIRED + k Filing Fee $ Mechanical Fireplaces @ 15-00 $ Plurybing Bunmr. PErmT Fm $ Electric/New ------------------------------------------------- Electric/Temp Septic Tank BUILDING PER4IT $ WATER METER CHARGE $ Well Swinming Pool sEwER impAcr FEE $ lo3S-- 00 Sign WATER IMPACr FEE $ --S- 70, 06 Water Cormection'l MISCELLANEOUS $ 7 Sewer Comection Ok) 0 $ $ Water Meter -tc,, C,-.(– Elevation Certificate GRAND TOTAL DUE --------------------------------------------------------------------------- CALCUATIONS and/or NOTES v ?ROPERTY DESCRIPTION CITY OF .122--- 716 OCEAN BOULEVARD .ct 0 Block 0--------Section 0 P.0.BOX 25 J A N 2 4 1992 ATLANTIC BEACH.FLORMA 32233 TELEPHONE 4041249.2495 Subdivision -5'a / 1) , 7-------7 .' I . /� �' 'z_ Building and Zoning Street H me DESCRIPTION or WORK sr Addre:812 9 in a FLOOD HAZARD 'lood Zone complete page 3, Brief Description t Clans of Works (Now/Ramodel/Addition)--.ei�SL-j .OHING INFORMATION Type of Conntructions-W -------- :on1ng Proposed tistrict a OL-2--l'use I Estimated Value :xceptions or Materials s ariancea Granted 3 Solid 0 ------------------------------------------ Filled Groundst- -Root s OWNER INFORMATION Method of Meetings Property Owners "ailing . ............. Phone, Address q7 T 77� (�70,', L�l Tr- --------- -------- --------17L�' ---- Zip I---------------- CONTRACTOR INFORMATION Contractor a ------------ Phone I_2y2_-I—a'.� Mailing Address s 3 Zips---------------- Ucenme Number a 0 3jL?r..7 Expiration ------------------- Dates 2 HCOSSIT CERTIFY TWAT I NATE READ AND EXAMINED THIS APPLICATION AND XNOW TUC SAME TO It TRUC AND CONIMT. ALL PROVISIONS OF TNIC LAWS AID ORDINANC92 GOVERNINO THIS Typt or WORK VILL ior CC PLIED WITH, WHETHER SPECIFIED HERRIN OR NOT. TUB GRANTING Or A PERMIT DOES NOT V*C=RE TO I r 02:8 AUTHORITY TO VXOLATS ON CANCEL THE PROVISSO a FEDERAL. STATE OR LOCAL RULZ5. PCOULATIONS. ORDINANCES# Oft LAWS 211 ANI MANNER, In Uo::OAN�'C oovr*mi*o or consTnucriou on Twe CL P ro 2 UNI 0 HAT THE ISSUANCE Or THIS PERMIT IS C* ONANCS OF CONSTRUCTION OPP TUB PROJECT. CONTINOCUT UPON TUC ABOVE INFORMATION 091NO 4% CT AND THAT TUC PLANS AND PPD*TIPG DATA HAVE NCCN OR BRALL- 49 PROVIDED AN RC I U`Dg 'OC AN 00 h owner Signature ---- ------ - -- -------- --Date- ---- ---- 2--9f 2- Contractor gnqaQy�mrm CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNI,T INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF 6—SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6), ij- WATER CLOSET WATER CLOSET, TANK OPERATED (4) LI VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER S(DTOALL. DOMESTIC (2) LAUNDRY TRAY (2) ___;_�—LAVATORY (1) COMBINATION SINK AND TRAY (3) ) WASHING MACHINE (3) POT, SCULLERY SINK (4) __L_DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) -URINAL STALL, WASHOUT (4) I DRINKING FOUNTAIN (1/2) FLUSHING RIM SINK. (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) LAVATORY, SURGEONS (2) SURGEONS SINK (3) URINAL STALL, WASHOUT (4) JACUZZI (2) TOTAL FIXTURE UNITS c9 0 �20.00 EACH $ 00 JOB INFORMATION_6 y A TREE REMOVAL SECTION A APPLICATION MUST BE RECEIVED By NOON OF THE wEDNESDAy BEFORE THE MEETING! I-- Pmpwtyown"Nwm V 6- 3!3S 2- Adl72.-Z,-74 ?0-7 , l., 3 , SECTIONO anal 6igd-v@N wdwhkhbr4lpvsw*.~-o=0" 2.What bt*pjqxmollvm pimpage dwW 3.SpecNy&M pmpoW#a rwnwd n Itic s: Cotw -SPECES. 8MpM3tHGWMj COMMON i K 1-- 0 PLVNG j - C 1 c p POO ik A *�I I - 1— 0 4.VW ftn bm be rskx*od an VW min S.Wr00%wNimplam- m busbopky*W spe* spboo --tvanfola""ou TFIEE COUNT SPECIN xHEN3tM 7.Attwh ske plan. (SKIP S170TIOM 0 AN'n COMPLETE IR M=Otl V) SECTION B (All other Applicants) "All trees to remain must be barricaded 1 . Property Zoning: a minimum nf F f, �mnk of each tree. 133rric�d,-, -ieol BEFORE site clearing and rernain in place during 2. Submit the following: 'ALL phases of construction." SITE PLAN/TREE SURVEY indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/ DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show location and type of tree protective barriers k) Location of utilities, accesses and easements. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage SECTION C I agree to com y the rules and practices established i n Chapte icle II of the Code of Ordinances of I Atlanti ign -6w`ner-r-s-A6 ature /Da�e Tree Remova Ap �'ed as Noted Pro. CITY USE ONLY Date Applicant has complied with 1 provisions of Chapter 23 and requirements of the Tr�ee Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry , 8719 West Beaver Street, Jacksonville, FL. 32220. ( 781 -1434 ) 20.-0. 5Q.-O. am 0 6 00 00 0 Fl �"p o -ilp ho cr w a a IMP ze 1011 C4 �3 IM 017ft C' ID ar n co :3 rA CD IUD 0 .05 0 OQ CD m CD o 0/0 CD C) oQ k 0 /6* 000 0 17 No CD k9PRAY AVEN