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Permit 460 Graden Lane ss ,\ CITY OF ATLANTIC BEACH (---- , 1 800 SEMINOLE ROAD I -;-- z. ,� ATLANTIC BEACH, FL 32233 ` f INSPECTION PHONE LINE 247 -5826 Application Number 05- 00031402 Date 10/11/05 Property Address 460 GARDEN LN Tenant nbr, name INSTALL AHU Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor STOCKTON, MILDRED C. WAYCHOFFS AIR CONDITIONING . 460 GARDEN LANE 9539 103RD ST #46 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 838 -9052 Permit W /W /O MECHANICAL PERMIT Additional desc . Permit Fee . . . 110.00 Plan Check Fee . . .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 110.00 110.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 110.00 110.00 .00 .00 k PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Oct 11 05 11:02a Rick WaychoFFA 904 -786 -5752 p. - CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION /9 -- ms's `' Date: I - //" O$ (� (/\9i- n a or Property Address: /' t� d'o L-. ,J 4 , f Telephone #: '9 / / � Owner: . r- /y ftar^. t �1ve? C ka s c Contractor: �ra s Ar ( " a '�� 1%cTelep #: -3 "'� S� C - Contractor Address: /3 r/r'"T tZ X42( e/ Fax #: 7f1 S .5 Contractor Signature: In consideration of permit given for doing the wait as describ• to the above statement, ve hcrchy agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of :Atlantic Reach ordinances and standards of stood practica listed therein. 1 f other construction is being done on this building Type of Heating Fuel: or site, list the building peltnit number: )261 Electric ❑ Gas: _LP _Natural _Central Utility �' O Oil O Other Specify NATURE OF WORK MECHANICAL EQUIPMENT TO BE INSTALLED ❑ Heat _ Space _ Recessed > Central — Floor 14 Residential O Air Conditioning: _ Room Central 0 Commercial • Duct System: Material Maxinnun capacity cftn 0 Nov Building • Refrigeration ❑ Cooling Tower: Capacity gpm IA Existing Building O Fire Sprinklers: Number of Heads O Elevator: _ Manlift Escalator (Number) Replacement of Existing System O Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New installation (No system previously installed)) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Extension or Add -on to 1xisting System D B Oi l crs 0 Othcx- Spccif} , Q Gas Piping p Other - Specify LIST ALL EQUIPMENT vit�� MR CONDITIONING, REFRIGERATION EQUIPMEN1 & CONDENSO t Manufacturer \ppra Ton" + :�gctt t . Number Units p Del i tion Model anufacturer IIINIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Approving IIEAItNG —1st FURNACES, BOILER`), FIREPLACES& MR HANDLE:Ws DDSs provi y Nutnhcrunit.+ Description D it Manufacturer Serial :Approving Nominal capacity. Type Liquid No. over• T t1Y[:S Contained Nfanufacturer How Man & Dimensions 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Revised ]10 I Phone: (904) 247 -5800 • Fax: (904) 217 -5845 • httt : / /www•ci -be il.us s { ' CITY OF ATLANTIC BEACH . ' 5 ; + 800 SEMINOLE ROAD . '''..:1 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 r ) 11FY Application Number 05- 00030066 Date 4/11/05 Property Address 460 GARDEN LN Tenant nbr, name OWENS CORN D3462 Application description . . ROOF Property Zoning TO BE UPDATED Application valuation . . . 6985 Owner Contractor STOCKTON, SHIRLEY FIRST COAST ROOFING, INC. 460 GARDEN LANE 5574 WINDERMERE DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) (904) 731 -1884 Permit ROOF PERMIT Additional desc . Permit Fee 98.00 Plan Check Fee . . .00 Issue Date . . . . Valuation . . 6985 Fee summary Charged Paid Credited Due Permit Fee Total 98.00 98.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 98.00 98.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i BUILDING OFFICIAL Mar" 21 05 10:49a Cty`'of Rtlantic each Bu 904- 247 - 5845 p. „t' "'`'�, ''''i,\, r. ,al}l ' CITY OF ATLANTIC BEACH Oir N ROOFING PERMIT APPLICATION 1 J oss� Date: '' 5 Job Address: Lk ( &A a--0 c L-AN , A---1-L. 11 ci-! . Owner of Property: ' j 1 ,■. -i..,Z lr "S" - 1C.� r•1 L l T "3 ` Telephone: Address: r� l +� C 4 �J S- ft 0 �Alr r t01� C.—Ts tom► "-t T S t a t� License Number: �e.c b '5 b `1 11 Contractor: (Z� 131�T 1 - 'w, TI r S • Contractor's Address: h Telephone: CI " 71 ( — a 2 Y Fax: 13 ) ' - /31 I Scope of Work: 11.-E -- Ili) 0 i5 f 1 'u 1 h L. t' Deck Slope: Greater than 2:12 2 ' I 7 Less than 2:12 Valuation of work: PTO S f Product Name (Example: Timberline): C n � t u.icDL' S d 382 Manufacturer (Example: GAF): (9 iv , C a ('Yi i (*) ASTM Designation(s): .p 3 Z Required Inspections: She,. thing and Final 1/ , �a , C w►. v AI P Jr..--__ D ate : 1 ' 2 e', Signature of Owne.. / 0 -- .�" ! l � % � Date: '"_ Q Signature of Contract � r . 8 AS TO OWNER: f /1 , , 20 b S. Sworn to and subscribed before me this day of /1 b State of Florida, County of Duval Notary's Signature: *► ' # 044N , Herold ❑ Personally known j i D {• My Commission 000315669 Produced identification 'io May 03, 2006 Type of identification produced $ 5 2. 3 - 2,5 /.. t/ c` 517 - 0 AS TO CONTRACTOR: 9 / da y of (_ ir '-• ) ,20 . Sworn to and subscribed before me this State of Florida, County of Duval Notary's Signature: -1-417 .f t Cary Hold [ Personally known My Commission D00315666 OFF Produced identification "tor OF Expires May 03, 2006 Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 - http:// www .ci.atiantic- beach.fLUS 2/e1/03 Page 1 State- Certified Service • Quality • Integrity First Coast Roof Inc Roofing Contractor CCCO56797 3 .Y{ TO: CITY OF ATLANTIC BEACH, FLORIDA, BUILDING DEPARTMENT FROM: ROBERT ROBERTS, FIRST COAST ROOFING, INC. DATE: 04/07/05 SUBJECT: POWER OF ATTORNEY 1, ROBERT ROBERTS, PRESIDENT AND OWNER OF ROBERT ROBERTS FIRST COAST ROOFING, INC. DO HEREBY GIVE POWER OF ATTORNEY TO PEDRO (PETE) NUNEZ TO PULL PERMITS IN ATLANTIC BEACH (DUVAL COUNTY), FLORIDA. MY FLORIDA STATE CERTIFIED ROOFING CONTRACTOR'S LICENSE IS #CCCO56797. -e- 05- SIGNATURE DATE BEFORE ME THIS 06 DAY OF AP r IN THE COUNTY OF DUV L, STATE OF FLORIDA, HAS PERSONALLY APPEARED NOTARY PUBLIC AT LARGE, STATE OF FLORIDA, COUNTY OF DUVAL. MY COMMISSION EXPIRES: S l I a PERSONALLY KNOWN L� OR PRODUCED I•ENTIFICATION _ -er - a NOTARY'S SIGNATURE .�►^ Cary Herold c • M Cp uion D00315519 p Expires May 03, 2008 C: \DOCUMENTS AND SETTINGS \ OWNER \MY DOCUMENTS \POWER OF ATTORNEY ATL BCH.DOC 5151 Sunbeam Rd. Suite #23 • Jacksonville, FL 32257 • 904/731-1884 (Ofc) • 904/731 -1391 (Fax) CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 4 (.a GA-iz©'ems D a t e 4.1 if • 06 Heated Square Footage `4C-- per sq ft = $ Garage / Shed u, $ per sq ft = $ Carport / Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 6ci $ 36 Total Valuation 1 $ 6 $ $ Remaining Value $‘per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 6 s ZONING: +'/2 Filing Fee $ 3 3 FLOOD ZONE: () Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ T 8 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ C ( ) RADON .0050 $ SECTION 11 PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ c9' GRAND TOTAL DUE: $ Q g cc: BUILDING CITY OF ATLANTIC BEACH `u t BUILDING / ZONING DEPARTMENT L. * i99ms ) 800 Seminole Road S. s oerr Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05' SOO 1,0 Property Address: `Tl/ 0 eifki T- d) Applicant: _ -R RST cAot°„ S - 1G04 1 e Project: This permit application has been: Approved El Reviewed and the following items need attention: Please re- submit your application when these items have been completed. r Reviewed By: 4--V Date: W, ti `b5 Date Contractor Notified: State- Certified Service • Quality • Integrity First Coast Roofing, Inc. Roofing Contractor CCCO56797 '" APRIL 14, 2005 MR. LARRY HIGGINS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 RE: 460 GARDEN LANE DEAR LARRY: PLEASE BE ADVISED THAT FIRST COAST ROOFING HAS INSPECTED THE DECKING AT 460 GARDEN LANE AND STATES THAT IT IS IN GOOD CONDITION. FIRST COAST ROOFING ACCEPTS FULL RESPONSIBILITY FOR THE CONDITION OF THE DECKING AT THAT ADDRESS. IF YOU HAVE ANY QUESTIONS, 1 CAN BE REACHED AT 904/731-1884. RESPECTFULLY, ROBERT ROBERTS PRESIDENT NOTARY AS TO CONTRACTOR: C C . r) / - 1 cJ NOTARY SIGNATURE PRINTED NAME C SEAL: DATE DATE Pa Cary Herold ��� �_/ a W My Consomme DD03155 LLIkPQOWN TO ME'+,,,, Expires May 03, 2008 5151 Sunbeam Rd. Suite #23 • Jacksonville, FL 32257 . 904/731 -1884 (Ofc) • 904/731 -1391 (Fax) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,'� - ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 05- 00029529 Date 2/15/05 Property Address 460 GARDEN LN Tenant nbr, name INSTALL VINYL WINDOWS Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 2030 Owner Contractor STOCKTON, SHIRLEY A. WINDOW WORLD OF JACKSONVILLE 460 GARDEN LANE 8535 BAYMEADOWS ROAD UNIT 12 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 241 -9640 (904) 443 -7001 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 45.00 Plan Check Fee . . 22.50 Issue Date . . . Valuation . . . . 2030 Fee summary Charged Paid Credited Due Permit Fee Total 45.00 45.00 .00 .00 Plan Check Total 22.50 22.50 .00 .00 Grand Total 67.50 67.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' BUILDING OFFICIAL cc: s !r�,tr CITY OF ATLANTIC BEACH D. Ford 3 ' " B UILDING / ZONING DEPARTMENT L. Hns J .I oerr 800 Seminole Road " ` ' . s Atlantic Beach, Florida 32233 1...') wax (904) 247 -5800 V (904) 247 -5845 Fax 4'4 r PLAN REVIEW COMMENTS Permit Application # ©5 - 2 - g 5 2 9 R, Property Address: 40 ATkD Z LAN Applicant: NH 'MN \ WORD ©`r ,po6011 � Project: IN5TIM.A. N NIL plE w,ctmts1 'NINDovv9 This permit application has been: t1 Approved Er Reviewed and the following items need attention: i r to t µd c.o,a -cam . i i 7d-evt 7 lAiCitn-t4 1 / I * r d ) Q ......) D 6 Ivy f�o Please re- submit your application when these items have been completed. Reviewed By: -- Date: 4---- alr(f b5 PSC 2000 Series 2410 Log for Personal Printer /Fax /Copier /Scanner City of Atlantic Beach Bui 904 -247 -5845 Jan 13 2005 8:46AM Last Transaction Ig Time Type Identification Duration Pages Result Jan 13 8:46AM Fax Sent 94437778 0:54 2 OK 1'10, 1 J k). U) i f 1-' J. 11T U'f 111C V 1011 ) J ,C1117 1... r "" ._,VT,./ r• • 1 s fh . . .. CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS AND 4 GARAGE DOORS OF SINGLE — FAMILY OR TWO - FAMILY {DUPLEX) CONSTRUCTI $ ►i • Date: / ,// — 6 5 • Job Address: V‘,. ID G »f e'2 .4g 1 1 ' • Owner's Name: S h ; e /g. t A , 'S 7 CKFv • Address: 1 7 1 (.9 0 1 n C? / /) et Q yl L 42----AL.. • Phone: 9 0 q ,q,./ ) , q (P(/ • Legal Description: Block Number: Lot Number: Zoning District: • Contractor: \AI' feb , ..1, e/< /w.4) i`ll S to License Number: GB 6€2 ? zr / • Address: $5.36 A 44, je • Phone: ?C1 • 40 3 - Z • City: •l A44so7� ri lJ• — State: teL- Zip: • Fax: TA W50 ' , iN • Describe proposed use and work to be done: S , j „ . 'vie/aura Present use of and or building(s): i • Valuation of proposed construction: 2. O 30 5 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Building Data: Height ft Building Width C Mean Roof Hei g () la � 1 (ft) Building Length (ft) • Roof Slope 1 7j •*Window Elevation from Grade 3. r (ft) •'Window Height (ft) '• Window Width (ft) • Measurement from corner of building to window (ft) Of 'O v � , k 11111111111" a ©0 800 Seminole Road • Atlantic Beach, Florida 32233 - 5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ei.atlantic- beach.il.us Page 1 Revised 1/27/03 tray . o ui ue: a tip i nt orm az ion 5y stems e9-4 - otifr:, P • e Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data, the following information is required: s 1. Manufacturer's Test Report 42. Installation Procedures • 3. Window Description/Type 4. Garage Door Descriptioo/Type 5. Skylights Description /Type 6. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. li Signature of O wner: = rig e 41., a Date: 4 ''" '- 3 /— a r 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the perfbrntance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true an• _..i'ect and that the plans and supporting data have bccn or shall be provided as required 4 Signature of Contractor :11 �, W • Date: p•-•-•—t 4 V Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: -- - Telephone: Fax: E -Mail: AS TO OWNER: rru /n ` y Sworn to and subscribed before me this 1 day of I) &. �n U h ( e ( 20 Q q . State of Florida, County of Duval — � i 4 la JESSICA GRAVENOR S �L vt'(/� �_ Notary Public, State of Florida Notary's Signature: 2A.4.A.A....Q./nA9u ,,.,, My comm. expires Aug. 24, 2007 ❑ Personally know No. 00 244294 [g„ Produced identification f� Type of identification produced I i ^ 0 AS TO CONTRACTOR: Sworn to and subscribed before me this t) (f, day of ,_.,., r of, } . 20 Os State of Florida, County of Duval '` 'Y'''''' Adam J. Bouchard . Notary's Signature: ,W // „�� ' O �, f S A • V � . � A . ; Commission # DD359495 ,..1 • • - Personally known �:�,; a te; Expires: OCT03, 2008 ❑ Produced identification '�.,� , p � • wf lts: Type of identification produced n + ` Adtridc BBonded on Thru ding Co., Inc. yh A 880 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5500 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1127/03 FED -11 : AM WINDOWWORLD 904 443 7779 P.02 3309222220 ALSIDE ENGINEERING PAGE 10 • A ArchlteCturel Testing • July 1, 2003 Marsh pembaugh, Director of Tenting Alside Window Company 3773 State Road Cuyahoga Palls, Ohio 44309 -1365 • RE: Masonry Installation of 0202 Horizontal Sliding Window 6'0" wide by 4'0" tall. Dear Mr. Pentbaugb: • ' Z have performed an installation fastener a ana � i w; o � yatu.0 � 20 considered o Sliding wide by Window installed to memo my block . 4'0" tall (DPP. 35 PSI )• The design wind pressures for this window was determined by the testing documented in ATI Test Report 05- 30352.02. 4 My analysis assumed using 3/16" diameter Tapcon anchors with a minimum embedment of 1 -1/4 To safely resist the design wind pressure, 6 such anchors are required. At installation, use two anchors in each jamb: one near the top comer and one near the bottom corner, and two anchors in the head spaced equally on each side of the meeting rail. This installation detail is appropriate for smaller windows of this model subjected to the dame design wind pressure. If you have any questions regarding my analysis, please contact me. Sincerely, ARCHITECTURAL TESTING, INC ,•1 v.;;: • irector — Engineering Services < . .,.....4..,„ . ,_,..,....______.,..., • JAR.jar ;; ;;11 �` • ��� 06 4 - .,.. � w . " 74 4 r T . - • 130 Derry Court i ,, York, PA 17402.9405 phcn: 717.764,429 (7 001■. / G‘i,4 3 dG ,? N fix: 717.764.4129 ,ano, arri •.s' 1.1%■+, FEB—t1— , , AM WINDOWWORLD 904 443 7778 P.03 alaeL /1.7I4- .-- 3309222220 At..9 I DE ENGINEER /NG PAGE OS “, I ‘ ....................r.m.........m..............w . .SECILIAL:eit I fill - . — ....4. .!...,.. 77,717 g6 !?........;.'1 r 4 , . I IR -1 3 ifik-itilii • ..., - . _... ,.....„ iv,.....t...... .t...:„....! • 4...... Ole o' '' I - : . :_l- ) 1 11111111111111k liam&Iiiim i • .. , ot . 1 . :,.... • t. 4 . : .., . ..o, • • , .. e• loasso l 'in _Ilk 1111 11 :‘,..■,,,,, '' ! ... : ■ t , • . . 4 I '' 1 ' ':.:‘- . 0• . ' 'e qb: ri.`' .F.-'.1'"r, --- VIIIIIIIIWIXINIME PP , • •:,i %I .1 , '•• ' ' ■••• • • • ' ' ' - - __ ., lqw All 14(0t.' 1 PP'' .1 1 Ilr 1 os h i . 7 r ino Ilitiii 1:11i iltrit,r1 9 .0. . • i r , * , ,:' „ , •1 •----; • IL I ru il lviti 1 • . ...... . ,,,t,4 . , • • • ,•• . •;,, 0, . * .,...i:.:7. , ,•• L.1:»+.•!. .% 44! 11■, .... _ *. ' , • ; ,.*. t, + 5, 1 1 11 --...• ......!•;.------- ... z r 1 r....,....1 ......._ . .....r-Ng2. ...._ a - ■ L Vili j - a ,.. 1 .... 1 MUM 1111111.1111 ' ' PP RI 1 1 . 1 ip ; 1 4) Vii 0 > 11101 . ri i GI -41 i In 30 AINIIIIIIII 1111111111111 ' x i .■.I *-4 V • I - I room. 1 SIM -4 In 1 a m ii, .-iir i I J 1 . , 01.4111-1.6,' ! C (4 8 iji .... .717' N ;i1 g l ig 1 -• Ot ; $ 1 I 0 6 1.;:; ru .. i ; -.1 issie 3• -1 0 M eir a el . 1 Vi V - • 1 [!!"1101 I ,.. C 't% Ill .'itr _ ;11: I Iropoll 1 1 i j il A ,,,t , . 4 . • o oio .. . s • ' "1 004:: '4. i g .., I a ii lqawl ; miiiiiel / .„ m *MI 1111PT■011121 sr ' .illNams, . 2 it it i 10 i T . 1 T I --..., • .. fiiI) .4 4 Er' • 0,1 scs., . ,, ,...,,,.r j. ,..7 44 l' 9 1, 1 :e • 4 ' ..■ •• .41 i % ., .. Alt,• ;: :',,. 1 ... ..,,,•,::, 04 11 ' ;, - ; A re? 0 - a .•'‘'..' : • '._'.. , .% , t - :..1 '. 4 ... .... it i r, 4:ts. • •, • , 4 0 . . ' ,' • '''!.4` '. E V ; • ; ... ' ii .. ‘',.• ' '''. ' '''' Niammar...monsmormorimmers.mormissomimmosiomk FEB -11 -200: ;1:44 AM WINDOWWORLD 904 443 7779 P.02 01/17/2005 16 :11 3309222220 ALSIDE ENGINEERING PAGE 10 • ' Architectural Ttat$nt . 7u1y 1, 2003 • • 1vlarah Fernbaugh, Director of Testing Alaide Window Company 3773 State Road Cuyahoga Palle, Ohio 44309 -1365 RE: Masonry Installation of 0202 Horizontal Sliding Window 6'0" wide by 4'0" tall. Dear Mr. Fernbaugb: I bave performed an installation fastener analysis for your 0202 Horizontal Sliding • Window installed to masonry block walls. The window size considered was 6'0" wide by 4'0" tall (DP NI 35 PSF)• The design wind pressures for this window was determined by the testing documented in ATI Teat Report 05- 30352.02. . My analysis assumed using 3/16" diameter Tapcon anchors with a nninimwn embedment of 1 -1/4 ". To safely resist the design wind pressure, 6 such anchors are required. At installation, use two anchors in each jamb: one near the top comer and one neer the bottom corner, and two anchors in the head spaced equally on each aide of the meeting rail. This installation detail is appropriate for smaller windows of this model subjected to the same design wind pressure. If you have any questions regarding my analysis, please contact me. Sincerely, APPROVED ARCHITECTURAL TESTING, INC CITY o - A 9 LA a f is f-3EACH ELUDING OFFICE • / - FEB 10 h . Reed, P. -. •irector - Engineering Services By: . _ JAR.jar ~"" , , ' 4Z-4.46,::-;." cc: 05-30352.02 ..■ . c. . ..,..4,4 „,.. " i 130 Derry Court I / York, PA 17402.940S 1 �- p hox :717.764.4729 (7:7°4 ,.", fax717.76a.a129 � Mm.nAl arrh•Nv reuri i FEB J1 :44 AM WINDOWWORLD A 904 443 7778 P.O3 01/17/2005 16:11 3309222220 AL,SIDE ENGINEERING PAGE 03 I 12 SECTUIN - AAA 4 ,,,,,..• .....,,.. 1 — . 1 .... ...::; '...:::. L:[iiiii 111 191 INIIIIIIEIIIIIIIIIWAIINIII RI 11111 , ■t , , o , ,,,, .,1 , 110 ■ 4 . V . 4147&A$ VI c5 z 41r I r :lit': 16 x ;�. } ,. cp I Q 0 cz . i -...... t Tv f q i • •• . . 4 lb ,. , . 3. N. Z r r�1�1 ` wt do r GO r''' 3:. MINI_ mi Q d N �IN III .1 ---* t In IF)* ill _f CO '.. G. i a rn 41 VI h 1 , *707' g I le 611 r- rt) _1 ;i 111 0 1N Pi g 411•1~1......rwa■ Si I .. k ... il -- / ��� ,� � 4 111 L! '' 1111111111111 I . 1 i 1 J { ft: ` ,• sM r .r�i • , V .11.' / cn • t� 1.1 r'1 1 a ZZ y �,`I��1.'1 ra 1 r. 15 • el Ilmi . pi"... , rl RI 1I= 1� 1 r.� . a ,•, y ,�� rl t - < ... ` 1 Ill 111 W;A/ do w Afisa far: di Shh - l'ey 4. 6ivc4 M HI ) 44)40,...43,f , pi..--32 z33 t - J) s S 11,110:lidow s14� to ddotaTY - vr, � ` ^ANN\ / ._ Ii x 5754 2°2. — 2 _Cak ,Yc .9 i 5 1%)( Sq. 202- - a (1, Slid t 3) 1 .2 X 61 11 0- 1 z2 4 x 57 N 2 0( - b tl%4‘‘ a;. L Vic. IIId, if.i i d 441/44 _ . ktt-u.., 0 6./ v : iit k■ . _. _ 6 Iai ■Sw e_Bc tzspe.2/ t . a d i1.4 F1 1 ;c i Architectural Testing 15 April 2002 Mr. Marsh Fernbaugh, Director of Testing Alside, Window Company 3773 State Road Akron, Ohio 44309 -1365 RE: Masonry Installation of 0201 Double Hung Window, 3' 8" by 6' 5" Dear Mr. Fernbaugh: At your request, I have performed an insta . astener analyses into masonry block walls for Alside double hung windows, : odel 1 01. The testing of the actual windows was done under ATI project 05- 30324.02. The fastener analyses provides a 3' 8" wised 6' 5" high window with an allowable installation design wind pressure (D.P.) of +/- 35.0 ps To provide this D.P. in a masonry block wall requires 6 Tapcons, each 3/16" in diameter. There should be 3 Tapcons through each window jamb frame, one near the top, one at the midheight, and one near the bottom. The minimum penetration of the Tapcons into solid masonry must be 1 -1/4 ". These results are appropriate for the size window stated in the first paragraph above, and any size smaller. If there are any questions about this analyses, please advise me. Sincerely yours, ARCHITECTURAL TESTING, INC. . n, Allen N. Reeves, P.E. Director — Engineering Services As 4. /4... ado Z ANR: am cc: 01 -41462 05 -30137 130 Derry Court York, PA 17402 -9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com t•iuiiva uuuuutg %..uuc viuiuv 1 aE,% 1 v. - r DEPART IENT . y o' k. '' ask :: '1 . _ 1 The Florida Dap epartment`of Community Affairs, �' . w Building Gode Informaz'ion Systeml e ryi A Community Affairs SITE NAVIOA1IO ON PROI)UCT APPROVAL Product Type Detail IC �N r Overview Product Search Organization Product la 1 L:;.rnr, r Search Application ■ II 71 1 - a � User: Public User - Not Associated with Organization - in \ f'uildlna Ill Need Help ? • Application #: FL1089 1 M: 'intafac:t. Date Submitted: 11/14/2003 L ° 131'iic'irictes Product Manufacturer: Alside, Inc., Division of AMI — Address/Phone /email: 3773 State Road Prototype: Cuyahoga Falls, OH 44223 yl ,� 6;,il41i11 Technical Representative: Marsh Fembaugh `'.~' Technical Representative 3773 State Road 1 t „T: •., rrJi rgr Address/Phone /email: Cuyahoga Falls, OH 44281 mfembaugh @alside.com - rr,airtrng Category: Windows I To- Subcategory: Double Hung 1 s Evaluation Method: Certification Mark or Listing r..... { - r '`" Referenced Standards from the Florida Section Standard Year arrh Building Code: 1707.4.2.1 ANSI/AAMA/NWDA 1997 — - -- 101 IS -2 ,..-- M I r..,? i 4 ,t. Certification Agency: American Architectural Manufacturers -- Association FBA 1Ji Id rig Quality Assurance Entity: -ntrir i ;;' Validation Entity: Authorized Signature: Marsh Fembaugh mfembaugh @alside.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A http : / /www.floridabuilding.org /pr /pr detl.asp ?IPT= 1089 &fin = ROSrch 9/15/2004 1' 1V1IUa l..) Ul1U1118 VVUG V111111G 1 as., L vi T Application Status: Approved Date Validated: 11/14/2003 Page: Go Pagel /1 App / Seq Product Model # or Name Model Description Limits of Use 0201:48x78 DP30,44x77 I ) P35,44x60 DP45,36x72 I' P55; 0301:48x77 1 P25,44x77 DP30,44x60 I' P35,36x72 DP50; • • 01:48x78 DP25,44x77 Replacement: 1P30,44x60 DP40,36x72 48x78 DP30, 44x77 I' P35; 0501:52x84 1089.1 0201 DP35, 44x60 DP45, I P P25,44x77 DP40,44x60 36x72 DP55; 1/8" 1PP45,36x72 DP45,36x60 glass I I) P60,52x61 "C" package ID P35,52x61 "C" is ackage /tempered DP45; 8001:44x77 DP30,44x60 i * P40; 9001 :44x77 16 P35,44x60 DP50,36x60 P65 0201:48x78 DP30,44x77 I o P35,44x60 DP45,36x72 I D P55; 0301:48x77 I P25,44x77 DP30,44x60 I D P35,36x72 DP50; 01:48x78 DP25,44x77 New Construction: 1 P30,44x60 DP40,36x72 48x77 DP25, 44x77 11 P35; 0501:52x84 1089.2 0301 DP30, 44x60 DP35, 1PP25,44x77 DP40,44x60 36x72 DP50; 3/32" 1 P45,36x72 DP45,36x60 glass i P P60,52x61 "C" package I o P35,52x61 "C" ackage /tempered DP45; 001:44x77 DP30,44x60 I ' P40; 9001:44x77 I • P35,44x60 DP50,36x60 HI P65 0201:48x78 DP30,44x77 Ib P35,44x60 DP45,36x72 D P55; 0301:48x77 I ) P25,44x77 DP30,44x60 Ib P35,36x72 DP50; 01:48x78 DP25,44x77 Replacement: I P30,44x60 DP40,36x72 48x78 DP25, 44x77 DP35; 0501:52x84 1089.3 0401 DP30, 44x60 DP40, I ' P25,44x77 DP40,44x60 36x72 DP35; 1/8" I'P45,36x72 DP45,36x60 glass a P60,52x61 "C" package I� P35,52x61 "C" i.ackage /tempered DP45; 8001:44x77 DP30,44x60 I ' P40; 9001:44x77 I' P35,44x60 DP50,36x60 I' P65 http : / /www.floridabuilding.org /pr /pr detl.asp ?IPT= 1089 &fin = ROSrch 9/15/2004 1 17uuuLu t.uu vululc 1 agc J vl T 0201:48x78 DP30,44x77 11 P35,44x60 DP45,36x72 I D P55; 0301:48x77 ID P25,44x77 DP30,44x60 I ' P35,36x72 DP50; 1 01:48x78 DP25,44x77 Replacement: 1' P30,44x60 DP40,36x72 52x84 DP25, 44x77 P35; 0501:52x84 1089.4 0501 DP40, 44x60 DP45, I D P25,44x77 DP40,44x60 36x72 DP45, 36x60 ID P45,36x72 DP45,36x60 DP60; 1/8" glass IDP60,52x61 "C" package i r P35,52x61 "C" i. ackageftempered DP45; 8001:44x77 DP30,44x60 I ' P40; 9001:44x77 I t P35,44x60 DP50,36x60 ' P65 0201:48x78 DP30,44x77 I ' P35,44x60 DP45,36x72 I ' P55; 0301:48x77 I P25,44x77 DP30,44x60 I t P35,36x72 DP50; 01:48x78 DP25,44x77 Replacement: ID P30,44x60 DP40,36x72 52x61 DP35; 1/8" I ' P35; 0501:52x84 1089.5 0501 glass,3 cam 1' P25,44x77 DP40,44x60 locks/keepers, "DP" ID P45,36x72 DP45,36x60 tilt latch w / "H Key" 111 "C" package P35,52x61 "C" r • kage /tempered DP45; 8001:44x77 DP30,44x60 I ' P40; 9001:44x77 I D P35,44x60 DP50,36x60 ID P65 0201:48x78 DP30,44x77 I P35,44x60 DP45,36x72 I D P55; 0301 :48x77 P25,44x77 DP30,44x60 I0P35,36x72 DP50; Replacement: 01:48x78 DP25,44x77 52x61 DP45; 1/8" ID P30,44x60 DP40,36x72 tempered glass, 3 ID P35; 0501:52x84 1089.6 0501 cam locks/keepers, lb P45,36x72 DP45,36x60 P25,44x77 DP40,44x60 C an/ tilt latch w/ "H Key" I� P60,52x61 "C" package IN P35,52x61 "C" kage/tempered DP45; 8001 :44x77 DP30,44x60 I ' P40; 9001:44x77 I P35,44x60 DP50,36x60 ' P65 0201:48x78 DP30,44x77 I D P35,44x60 DP45,36x72 I' P55; 0301:48x77 I D P25,44x77 DP30,44x60 1089.7 8001 I'P35,36x72 DP50; 1 01:48x78 DP25,44x77 P30,44x60 DP40,36x72 Replacement: I DP35; 0501:52x84 44x77 DP30, 44x60 11 P25,44x77 DP40,44x60 http : / /www.floridabuilding.org/pr /pr detl.asp ?IPT= 1089 &fin = ROSrch 9/15/2004 1' 141144 1./ U11U111* %..VUG llllliliV DP40; 3/32" glass DP45,36x72 DP45,36x60 P60,52x61 "C" package I 1 P35,52x61 "C" • . ckage /tempered DP45; : 001:44x77 DP30,44x60 1D P40; 9001:44x77 I1P35,44x60 DP50,36x60 ID P65 0201:48x78 DP30,44x77 I D P35,44x60 DP45,36x72 ID P55; 0301:48x77 I P25,44x77 DP30,44x60 I� P35,36x72 DP50; 01:48x78 DP25,44x77 Replacement: ID P30,44x60 DP40,36x72 44x77 DP35, 44x60 ID P35; 0501 :52x84 1089.8 9001 DP50, 36x60 DP65. ID P25,44x77 DP40,44x60 3/32" glass IDP45,36x72 DP45,36x60 P60,52x61 "C" package I1P35,52x61 "C" • : ckage /tempered DP45; 8001:44x77 DP30,44x60 11P40; 9001:44x77 ID P35,44x60 DP50,36x60 DP65 Next Secure Copyright and Disclaimer ; ©2000 The State of Florida. site All rights reserved. °' U http : / /www.floridabuilding.org /pr /pr detl.asp ?IPT =1089 &fin = ROSrch 9/15/2004 riunua nuuuuig l.,OLLV viuuic rage it vi J DEPARTMENT OF '64 ':'14",p,"*- n of Com munit. r A ff a� ''\'' . L The rs NO . Florida Departure y BuiI !Iing 0371e l ©n S hem ti Community '' o , i s I a .. -,- , l i Affairs . , „ s S ri NAVIC.A1Io I 'ROIlIJCT APPROVAL. Product Type Detail I r ■ Overview P roduct Search � Organization � Product 1 kiln,. Search Application II ..ys Il V I.--4 t-lssrid User: Public User - Not Associated with Organization - II £ PuildIrio fl I'S .1 ; i }d,° Need Help ? ■ Application #: FL1100 ` M;anufaca. Date Submitted: 11/14/2003 l '' i ''.'' Product Manufacturer: Alside, Inc., Division of AMI Address/Phone /email: 3773 State Road 1 11 A 4_1 Pr Cuyahoga Falls, OH 44223 �uildinq (330) 922 -2108 --.�, Technical Representative: Marsh Fernbaugh rch urge_; Technical Representative 3773 State Road 17 } Address/Phone /email: Cuyahoga Falls, OH 44281 mfernbaugh @alside.com Gr:�in(ng _. Category: Windows t } Subcategory: Horizontal Slider rrIl Approval Evaluation Method: Certification Mark or Listing '"e.ar;:h Referenced Standards from the Florida Section Standard Year v Building Code: 1707.4.2.1 ANSI/AAMA/NWDA 1997 ° 101 IS -2 diI %t r l -< Certification Agency: American Architectural Manufacturers Association FBC f)uildinc/ `'.,rnttr+r,S:c,n Quality Assurance Entity: Validation Entity: Authorized Signature: Marsh Fembaugh mfernbaugh @alside.com Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A http:/ /www.floridabuilding.org /pr /pr detl.asp ?IPT= 1100 &RV =O &fin = ROSrch 1/7/2005 1'1V11u10. 1JU1141.1116 liVtlV V1L111V 1 4.11 h. Va ✓ Application Status: Approved Date Validated: 11/14/2003 Page: Page 1 / 1 (GoI App / Seq Product Model # or Name Model Description Limits of Use 0102:72x60 DP35; 0103:108x48 DP25; 0202:72x48 DP35; 0203:108x48 DP25; 02A2:72x56 w /1/8" New Construction DP30,72x48 w/3/32" DP30; 1100.1 0102 X -0: 72x60 DP35; 0402:84x64 DP25,72x56 1/8" glass DP35; 0403:120x64 DP25,108x56 DP35,108x48 DP40; 0602:84x68 DP30,72x56 DP40; 0603:108x56 DP25,108x48 DP35; 0702:72x60 DP35; 0703:108x48 DP25 0102:72x60 DP35; 0103:108x48 DP25; 0202:72x48 DP35; 0203:108x48 DP25; 02A2:72x56 w /1/8" New Construction DP30,72x48 w/3/32" DP30; 1100.2 0103 X -O -X: 108x48 0402:84x64 DP25,72x56 DP25; 3/32" glass DP35; 0403:120x64 DP25,108x56 DP35,108x48 DP40; 0602:84x68 DP30,72x56 DP40; 0603:108x56 DP25,108x48 DP35; 0702:72x60 DP35; 0703:108x48 DP25 0102:72x60 DP35; 0103:108x48 DP25; 0202:72x48 DP35; 0203:108x48 DP25; 02A2:72x56 w /1/8" Replacement X -X: DP30,72x48 w/3/32" DP30; 1100.3 0202 72x48 DP35; 1/8" 0402:84x64 DP25,72x56 glass DP35; 0403:120x64 DP25,108x56 DP35,108x48 DP40; 0602:84x68 DP30,72x56 DP40; 0603:108x56 DP25,108x48 DP35; 0702:72x60 DP35; 0703:108x48 DP25 0102:72x60 DP35; 0103:108x48 DP25; 1100.4 0203 0202:72x48 DP35; 0203:108x48 DP25; 02A2:72x56 w /1/8" Replacement X-O- DP30,72x48 w/3/32" DP30; X: 108x48 DP25; 0402:84x64 DP25,72x56 http:/ /www.floridabuilding.org /pr /pr detl.asp ?IPT= 1100 &RV =0 &fin = ROSrch 1/7/2005 raui1un nwnu..ug �.uuc l./111111V r ages vl , 1/8" glass DP35; 0403:120x64 DP25,108x56 DP35,108x48 DP40; 0602:84x68 DP30,72x56 DP40; 0603:108x56 DP25,108x48 DP35; 0702:72x60 DP35; 0703:108x48 DP25 0102 :72x60 DP35; 0103:108x48 DP25; 0202:72x48 DP35; 0203:108x48 DP25; 02A2:72x56 w/1/8" Replacement X -O: DP30,72x48 w/3/32" DP30; 1100.6 02A2 72x48 DP30; 3/32" 0402:84x64 120x64 glass DP35; 0403 :120x64 DP25,108x56 DP35,108x48 DP40; 0602:84x68 DP30,72x56 DP40; 0603:108x56 DP25,108x48 DP35; 0702:72x60 DP35; 0703:108x48 DP25 0102:72x60 DP35; 0103:108x48 DP25; 0202:72x48 DP35; 0203:108x48 DP25; 02A2:72x56 w /1/8" Replacement X -O: DP30,72x48 w/3/32" DP30; 1100.5 02A2 72x56 DP30; 1/8" 0402:84x64 DP25,72x56 glass DP35; 0403:120x64 DP25,108x56 DP35,108x48 DP40; 0602:84x68 DP30,72x56 DP40; 0603:108x56 DP25,108x48 DP35; 0702:72x60 DP35; 0703:108x48 DP25 0102:72x60 DP35; 0103:108x48 DP25; 0202:72x48 DP35; 0203:108x48 DP25; 02A2:72x56 w /1/8" Replacement X -X: DP30,72x48 w/3/32" DP30; 1100.7 0402 84x64 DP25, 72x56 0402 :84x64 DP25,72x56 DP35; 1/8" glass DP35; 0403 :120x64 DP25,108x56 DP35,108x48 DP40; 0602:84x68 DP30,72x56 DP40; 0603:108x56 DP25,108x48 DP35; 0702:72x60 DP35; 0703:108x48 DP25 0102 :72x60 DP35; 0103:108x48 DP25; 0202:72x48 DP35; Replacement X -O- 0203:I08x48 DP25; X: 120x64 DP25, 02A2:72x56 w /1/8" 1100.8 0403 108x56 DP35, DP30,72x48 w/3/32" DP30; 108x48 DP40; 1/8" 0402:84x64 DP25,72x56 glass DP35; 0403:120x64 DP25,108x56 DP35,108x48 DP40 0602:84x68 DP30,72x56 DP40; 1/7/2005 http : / /www.floridabuilding.org/pr /pr detl .asp ?IPT = 1100 &RV =O &fm= ROSrch 1 tvuuu DUUU.I tg '4,-,JUG vi.uuic +603:108x56 DP25,108x48 ID P35; 0702:72x60 DP35; 0703:108x48 DP25 0102:72x60 DP35; 0103:108x48 DP25; 1202:72x48 DP35; + 203:108x48 DP25; +2A2:72x56 w /1/8" Replacement X -X: It P30,72x48 w/3/32" DP30; 1100.9 0602 x68 DP30, 72x56 02:84x64 DP25,72x56 DP35; 0403:120x64 ill P40; 1/8" glass I P25,108x56 DP35,108x48 I ' P40; 0602:84x68 I i P30,72x56 DP40; +603:108x56 DP25,108x48 I P35; 0702:72x60 DP35; 0 03:108x48 DP25 0102:72x60 DP35; 0103:108x48 DP25; +202:72x48 DP35; 0203:108x48 DP25; •2A2:72x56 w /1/8" Replacement X -O I P P30,72x48 w/3/32" DP30; 1100.10 0603 ► : 108x56 DP25, 0 02:84x64 DP25,72x56 108x48 DP35; 1/8" D P35; 0403:120x64 s I r P25,108x56 DP35,108x48 ID P40; 0602:84x68 IPP30,72x56 DP40; + 603:108x56 DP25,108x48 I D P35; 0702:72x60 DP35; 0703:108x48 DP25 0102:72x60 DP35; 0103:108x48 DP25; +202:72x48 DP35; 1203:108x48 DP25; +2A2:72x56 w /1/8" Replacement X -O: 1 ° P30,72x48 w/3/32" DP30; 1100.11 +702 2x60 DP35; • 02:84x64 DP25,72x56 1/8 "glass DP35; 0403:120x64 P25,108x56 DP35,108x48 lb P40; 0602 :84x68 P30,72x56 DP40; 0603:108x56 DP25,108x48 ID P35; 0702:72x60 DP35; +703:108x48 DP25 0102:72x60 DP35; +' 103:108x48 DP25; 0202:72x48 DP35; + 03:108x48 DP25; +2A2:72x56 w /1/8" Replacement X -O- 1' P30,72x48 w/3/32" DP30; 1100.12 +703 ► : 108x48 DP25; 0 • 02:84x64 DP25,72x56 /32" glass i o P35; 0403:120x64 I D P25,108x56 DP35,108x48 It P40; 0602:84x68 itP30,72x56 DP40; • 03:108x56 DP25,108x48 D P35; 0702:72x60 DP35; + 03:108x48 DP25 http : / /www.floridabuilding.org/pr /pr dell .asp ?IPT = 1100 &RV =0 &fin = ROSrch 1/7/2005 1' lvllua 1)u11uu1s '..AJu VluulV i aaF .. �� l Next 1 r A Seturt Copyright and Disclaimer ; ©2000 The State of Florida. . , site All rights reserved. C1;k to Vent) http:// www .floridabuilding.org/pr /pr_detl .asp ?IPT = 1100 &RV =O &fin= ROSrch 1/7/2005 FEB 11 r AAMA/NWWDA 101/LS.2 -97 TEST REPORT SUMMARY Rendered to: ALSIDE WINDOW SYSTEMS SERIES/MODEL: 0201 TYPE: PVC Double Hung Window Results -- Title of Test Test Specimen #1 Test Specimen #2 Test Specimen #3 Test Specimen AAMA Rating H -LC30 48 x 78 H -LC35 44 x 77 H =LC45* 44 x 60 H -LC5I * * x 72 Operating Force 281b max. N/A N/A 2 N/A N/A N/A 0.16 cfin/ft Air Infiltration N/A N/A Water Resistance Test Pressure 9.0 psf N/A 135 psf psf 5 psf 45 55 Uniform Load Deflection Test Pressure 30 psf 35 Uniform Load Structural Test Pressure ±45.0 psf 2.5 sf 14 ±527.5 psf f85 2 5 psf Deglazing Passed N/A Forced Entry Resistance Passed N/A N/A Reference should be made to ATI Report No. 05- 30324.05 for complete test specimen description and data. 05- 30324.05 Page 2 of 8 Test Specimen Description: (Continued) Test Specimen #2: H -LC35 44 x 77 Overall Size: 3' 8" wide by 6' 5" high Top Sash Size: 3' 4 -5/8" wide by 3' 0 -7/8" high Bottom Sash Size: 3' 5 -5/8" wide by 3' 1 -7/8" high Test Specimen #3: H -LC45* 44 x 60 Overall Size: 3' 8" wide by 5' 0" high Top Sash Size: 3' 4 -5/8" wide by 2' 4 -1/4" high Bottom Sash Size: 3' 5 -5/8" wide by 2' 5- 5/16" high Test Specimen #4: H -LC55* 36 x 72 Overall Size: 3' 0" wide by 6' 0" high Top Sash Size: 2' 8 -3/4" wide by 2' 10 -3/8" high Bottom Sash Size: 2' 9 -3/4 "wide by 2' 11 -3/8" high The following descriptions apply to all specimens. Finish: All vinyl was white. Glazing Details: The sash were exterior glazed with 13/16" thick sealed insulating glass fabricated from two sheets of 1/8" clear annealed glass and a metal spacer system. The insulating glass was set onto a double -sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The PVC frame was constructed using mitered and welded comer construction. A rigid PVC adapter was applied to the head. Sash Construction: The PVC sash were assembled using mitered and welded corner construction. Screen Construction: The screen was constructed from extruded aluminum. The comers were miter cut and secured with corner keys. Fiberglass mesh screen cloth was held -in -place with a flexible spline. 05- 30324.05 Page3of8 Test Specimen Description: (Continued) Weatherstripping: Description Quantity Location 0.187" backed by 0.200" 1 Row Lock rail high pile with center fm 0.187" backed by 0.260" 1 Row Head insert, sill, top rail high pile with center fin 0.187" backed by 0.260" 2 Rows . Sash stiles high pile with center fin 0.187" backed by 0.350" 1 Row Exterior meeting rail (exterior) high pile with center fin 0.187" backed by 0.550" high 1 Row Exterior meeting rail (interior) vinyl jacket/foam filled bulb 0.187" backed by 0.300" 1 Row Bottom rail diameter, offset vinyl jacket/foam filled bulb 1" by 1/2" x 0.250" high 4 Meeting rails, one at each end adhesive backed pile pad Hardware: Description Quantity Location Metal cam lock 2 Lock rail, 8 -1/2" from each end and keeper Constant force balance system 4 Two per jamb with locking tilt shoe Plastic spring - loaded 4 Top comers of sash tilt latch Die cast sash tilt pin Bottom corners of sash PVC sash stop 4 Jambs, one at each end 05- 30324.05 Page 4 of 8 Test Specimen Description: (Continued) Drainage: Description Quantity Location 7/8" wide by 3/16" 2 One 2 - 1/4" from each end of the high weepslot exterior sill face (with flaps), one at each end of the center sill wall 3/4" wide by 3/16" 2 Sill screen track, one at each end high weepslot 1 -1/4" wide by 1/2" 2 Sill, one at each end of the interior deep weepslot jamb track 3/8" wide by 1/8" 4 Bottom sash rail and exterior deep weepslot meeting rail, one at each end Reinforcement: The lock rail contained a rectangular shaped, formed steel reinforcement measuring 0.649" x 0.461" x 0.047" (reference drawing #2707). The exterior meeting rail and sash stiles contained a "U" shaped steel reinforcement measuring 0.781" x 0.400" x 0.047" (reference drawing # 2709). Installation: The unit was installed in a wood buck constructed of Spruce -Pine -Fir construction lumber and sealed at the exterior perimeter with a silicone sealant. A 3/4" x 3/4" wood stop was applied to the interior and exterior perimeter and secured with 2" drywall screws spaced approximately 16" on center. 05- 30324.05 Page 5 of 8 Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H -LC30 48 x 78 2.2.1.6.1 Operating Force 28 lbs 35 lbs max. 2.1.2 Air Infiltration per ASTM E 283 @ 1.57 psf (25 mph) 0.16 cfm/fl 0.3 cfm/ft max. Note #1: The tested specimen meets the performance levels specified in AAMA/NWWDA 101 /L S. 2 -97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547 -00 (with and without screen) WTP = 3.75 psf No leakage No leakage 2.1.4.2 Uniform Load Structural per ASTM E 330 -97 (Measurements reported were taken on the exterior meeting rail) @ 37.5 psf. (positive) 0.03" 0.179" max. @ 37.5 psf (negative) 0.03" 0.179" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 Top Sash In operating direction at 70 lbs Lift Rail 0.060 " /12% 0.500 "/100% Meeting Rail 0.060 " /12% 0.500 " /100% In remaining direction at 50 lbs Left Stile 0.060 " /12% 0.500 "/100% Right Stile 0.030 " /6% 0.500 "/100% Bottom Sash In operating direction at 70 lbs Lift Rail 0.060 " /12% 0.500" /100% Meeting Rail 0.060 " /12% 0.500 "/100% In remaining direction at 50 lbs Left Stile 0.030 " /6% 0.500 "/100% Right Stile 0.030 " /6% 0.500 "/100% 05- 30324.05 Page 6 of 8 Test Results: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: H -LC30 48 x 78 (Continued) 2.1.7 Welded Corner Test Meets as stated Meets as stated 2.1.8 Forced Entry Resistance per AAMA 1302.5 -76 No entry A through G No entry t' Optional Performance 4.3 Water Resistance per ASTM E 547 -00 (with and without screen) WTP = 9.0 psf No leakage No leakage 4.4.2 Uniform Load Structural per ASTM E 330 -97 (Measurements reported were taken on the exterior meeting rail) @ 45.0 psf (positive) 0.04" 0.179" max. @ 45.0 psf (negative) 0.06" 0.179" max. Test Specimen #2: H -LC35 44 x 77 Optional Performance: 4.4.1 Uniform Load Deflection per ASTM E 330 -97 (Measurements reported were taken on the exterior meeting rail) @ 35.0 psf (positive) 0.44" See Note #2 @ 35.0 psf (negative) 0.46" See Note #2 Note #2: The Uniform Load Deflection test is not an AAMA /vWWDA 101/I.S.2 -97 requirement for this product designation. The data in this report is for information only. 4.4.2 Uniform Load Structural per ASTM E 330 -97 (Measurements reported were taken on the exterior meeting rail) @ 52.5 psf (positive) 0.03" 0.163" max. @ 52.5 psf (negative) 0.03" 0.163" max. 05- 30324.05 Page 7 of 8 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #3: H -LC45* 44 x 60 Optional Performance: 4.4.1 Uniform Load Deflection per ASTM E 330 -97 (Measurements reported were taken on the exterior meeting rail) @ 45.0 psf (positive) 0.60" See Note #2 @ 45.0 psf (negative) 0.53" See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 -97 (Measurements reported were taken on the exterior meeting rail) @ 67.5 psf (positive) 0.02" 0.163" max. @ 67.5 psf (negative) 0.04" 0.163" max. Test Specimen #4: H -LC55* 36 x 72 Optional Performance: 4.4.1 Uniform Load Deflection per ASTM E 330 -97 (Measurements reported were taken on the exterior meeting rail) @ 55.0 psf (positive) 0.40" See Note #2 ® 55.0 psf (negative) 0.27" See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 -97 (Measurements reported were taken on the exterior meeting rail) @ 82.5 psf (positive) 0.06" , 0.131" max. @ 82.5 psf (negative) 0.02" 0.131" max. 05- 30324.05 Page 8of8 This report is reissued in the name of Alside Window Systems through written authorization of Veka, Inc. to whom the original report was rendered. The original Veka, Inc. Report No. is 05- 30324.01. Detailed drawings, representative samples of the test specimen, and a copy of this report rt will t be r by ATI for a period of four years. The above results were secured by using 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 reproduce except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: i � • Digitally signed by Lynn George 2 2.„:„/ � Y 8n Lynn George Steven M. Urich, P.E. Project Manager Senior Project Engineer 4 46 0 3 LG:baw 05- 30324.05 1 / s .I tS -- - -- It •d .R 7. fiitiv• ~Ne' _ i ■ 4 1 FAI /S.. S • � 1 b \ o h 14 cl 8 ;a%, i /) I /lr.: SI ' -s-lo tcr.i is ,,, - ---s- I4% '3 -.l • ." R ,QcEetl G A Ad , G 1/.4? /f'? /Z /, / a0 iw E /U S' U/(/iT 2 z> r"•q c.. C4 ,, . q • i \ ' OVED BY :PECIAL l ,, . , s , iii, one w7 �. ` CITY OF ATLANTIC BEACH J � s� 800 SEMINOLE ROAD .> , ATLANTIC BEACH, FL 32233 : INSPECTION PHONE LINE 247 -5826 Application Number 09- 00001229 Date 8/27/09 Property Address 460 GARDEN LN Application type description MECHANICAL HVAC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc 1 AHU Owner Contractor STOCKTON, MILDRED C. WAYCHOFFS AIR CONDITIONING 460 GARDEN LANE 9539 103RD ST #46 ATLANTIC BEACH FL 32233 AND HEATING JACKSONVILLE FL 32210 (904) 838 -9052 Permit MECHANICAL HVAC PERMIT Additional desc . Permit Fee . . 55.00 Plan Check Fee . . .00 Issue Date • • . Valuation . . . . 0 Expiration Date . 2/23/10 Fee summary Charged Paid Credited Due Permit Fee Total 55.00 55.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 55.00 55.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP Officejet 7410 Log for Personal Printer /Fax/Copier /Scanner Information SystemsClTY 0 904- 247 -5845 Aug 27 2009 4:28PM Last Transaction Date Time Type Identification Duration Pages Result Aug 27 4:28PM Fax Sent 97305087 0:24 1 OK Aug. 27. 2009 4:16PM WAYCHOFF' S AC No. 6912 P. 1 r ? CITY OF ATLANTIC B1C,AC i e ;i ' . NICAL PERMIT APPLICATION .- - Property Address: Telephone #: 94 t - �' -- Owner: Contractor: Lori .t f Telephone #: Contractor Address: w . _ _ : , _'s.,►•t o - 1 #; 13 -----41111111111 Contractor Sti$natu!'e: ,� _ mid vratk in aecordarrce . In consideration of puma* given for doing wade as desiibed is , ,r' above . r moot, we hereby of ea 10 Per�'D with di? attached plans and specifications which are a part hereof sad in accordance with the City of Atlantic Beach ordinances and standards of . • d , doe listed therein. If ntberS;trttGtloQ is being done on this building Type o[ Beating Peel: � or site, Tlst the budding permit number: (a/Electric O ass: LP Natural ,_Ceidral Utility O oil O other - `, • NATURE 4]F WORK MRCItANICAL EQUIPMENT TO BE NS ALLED IVBeat Space _Recessed _ ✓General __Floor to licsidentiel ❑ Air Conditioning: Room _ Central Thickness 0 Commercial o Duct System: IVlaterial,,_ c Mardinum capacity New Bulling • Refrigeration m o Cooling Tower Capacity ❑ Existing Building ❑ Fire Sprinklers: Number of Heads umber) o Replacement of Existing System CI Elevator: ,� _ Mullet Escalator__ — (N • ❑ Gasoline Pores (Number) (N o New Installation o Tanks O LPG Containers (1`Tuunber) (No system previously itistelled) o Unfired Pressure Vessel 0 Extension or Add-on to Existing System O Boilers ❑ other • Specll a Gas Piping o Other - Spec ifj+ LIST ALL E • UIPMgNT Approving AIR cono tTUNING, IIIRDIGIIRA ION EQUIPMENT & CONDENSOTc'9 Manufacturer op' s Agency Descri lion Modald Number traits P Approving / /MATING — FURNACES, BOILERS,FrIREPLAC'ES & AIR HANDLER'S Manufacturer BTU' s vin Mather Units Desctipaion Modal 1 ` , & Approving TANKS Norinal Capacity Typo Liquid ii4 ov How Man & Dimensions Contained hiatmA Gturer 800 Seminole Road . Atlantic Beach, Florida 32293s- 544 Rd 1/04 Phone: (904) 247 -5900 o Fes: (904) 147 -58 0 httn Revises Revise Y Address /7 6 d (0 fi, w 4 . 1 L A; 4 ( o L t A) D kr J1 Heated e Footage � mar g n, @ $ per sq ft = $ Garage /Shed L IP A @ $ per sq ft = $ ` Carport /Porch • .. @ $ per sq ft = $ Deck lltt @ $ per sq ft = $ Patio per sq ft = $ `J TOTAL VALUATION: $ I. (CC ff ` A Total Valuation 1st $ in $ oc Remainder Valuation $ `$ per thousand or portion thereof Total Building Fee $ /LS 0 0 ADDITIONAL PERMITS and /or FEES REQUIRED 4- 2 Filing Fee $ 7 'Y Mechanical () Fireplaces @ 15.00 $ Plumbing BUILDING PERMIT FEE $ 0 2-- ` `j C.• Electric /New Electric /Temp Septic Tank BUILDING PERMIT $ , Well WATER METER CHARGE $ Swimming Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection ( i loS�'Eom SCELI.ANEOUS $ / �`� . 0 C_ Sewer Connection $ Water Meter $ Elevation Certificate _ GRAND TOTAL DUE $ • 7 _ C) CALCULATIONS and /or NOTES N jr." :, t t y. CITY OF A BEACH E L. R 2 ' 001 A ,.:va PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERAT a ,.; " • 1 .1iidg and ning Owner(s) : 0, „C (u a4/5),,,, d 5, ,it... deP Address: 1. .6 1 0 0 V4 a 0/" d y t tp,a ,z,0 Phone: 2 6 b . -- 2 - q ! 7 1 ( 0 Lot # Block or Unit # Subdivision .�,GQiil !v' Qj Contractor: 5/=, I t Describe work to be done: f�,� 3 ,14)LiL 44 % X d° As? arcLo$ Q A c � Present use of building: ,t 1 Valuation: + 4 ® O Proposed use: Is this an addition? 6j1/ If yes, what are the dimensions of the added space: ft. X ft. Will the added area be __ Ark_ heated and cooled? ii New electrical (or increase)? 4/47- New plumbing fixtures? _ New fireplace ?---" New Heat /AC? •--"' SUBMIT TWO COMPLETE SETS OF PLANS, INCLUDING SITE PLAN AND SURVEY IF THERE WILL BE AN' DDITION TO THE EX STING •UCTURE. Signature OWNER: • a 1 „� y '�/ Date: r--.4 /?( Signature CONTRACTOR: Date: \* C) ■ ■ \,, Q t 0, -v _ , r e l' 1 c J D ° ‘.........., . -, �/ ? A A BEACH C UI'LDA OFFICE FEB BV •,1 DE ARTMENT OF BUILDING C Q 1 O CITY J o PERMIT NO . OF ATLANTIC BEACH, FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 2 19 E3 261.75 Valuation $ 63, 694, 75 Fee $ Vttt This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that EBF.RT.TNG RTTT TJWPR { t3! P%a TL 111 TT1T13D STREET, SUITES X51 6 o . /aCKN has permission to build SINCLE FAMILY IIOIIL AC PER r C EIk IIT f ' 1 Th344 Classification STNCYT,'f?: 1AMFT.Y' ' ' Zone PIT) 1 Owned b E ER . ATSd BUILDERS Lot 9 / ti ' Block _. _� S/D SELVA MARINA GARDENS II House No. 46(1 GARDTa.N LANE According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 - -D 4 ■ O Building material, rubbish and debris from this work must not be placed in public space, and must be cleared up and hauled away by ei er con- ,-tra r,,Mr owner. uilding Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER a i Date Permit # ...Pee $._ ..._.... -.. CITY OF ATLANTIC BEACH Valuation $ FLORIDA # —._ ...... _. ._......_ ............ .......... I j _ - APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner - Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard - ing intermediate or final inspections it is suggested that a list of sub - contractors be submitted to this office so that licenses can be verified. Date. 2/16 ., 19...83_ Owner EBERLING BUILDERS, INC. Address 1112 THIRD ST. SUITF441)&04 No 241 -3153 A LARRY WILLIS Address Telephone No Contractor Builder EBERLING BUILDERS ., INC. Address 1112 THIRD ST. SUITESTe5ne No. 241 -3153 Lot No. 9 Block No. glib Division SELVA MARINA GARDEN II Zone RES . Street Side Bdween and. Sts Valuation $.65 For what purpose will building be used SINGLE FAMILY Type of construction. FRAME Dimensions of Building SEE ATTACHED Dimensions o:r Lot SEE ATTACHED Size of Footingsl0 x 20 Size of Piers Size of Sills Greatest Sill Span in ft. Type Roof SHINGLE How will Building be Heated? ELECT. HEAT PUM? Will Building be on Solid or Filled Ground? SOLID Size of Ceiling Joists TRUSS , Distance on renters 2 ' 0" , Greatest Span. __ " Size of Floor Joists , Distance on Centers , Greatest Span " " Size of Rafters 2 x 10 , Distance on Centers 2 0 , Greatest Span. " This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot -lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam e SEE ATTACHED SITE 4. When framing is completed. PLAN N. 5. When rough plumbing is completed, and ready to cover up. W 8. When septic tank drain field or sewer is laid but before it is covered. Z. Electrical inspection by City of Jacksonville. 0 8. Final Inspection. Note: In case of any rejection, re- inspection MUST be called for+atter corrections are made. • FRONT OF LOT I n consideration of pe -. s , for doing the wo as described In the : -;bov^ statement, we hereby agree to perform said work in accordance wi . '. a ttache. .1 ca,' ,es, vblch t part hereof, and in accordance with the building regulations of the City of / ; , ti/ , . Signature of :B;uzde:��. /... ...,................ ... 1" /. _...,_....... tide s 1 . =. '.. .. ?}. ..1. SUITES . . ? �,CH. a r 0 1Nt ara FLORIDA MODEL ENERGY EFFICIENCY CODE � F V y `^ •= ref-. ` b FORM 902 FOR BUILDING CONSTRUCTION 3w i BOB GRAHAM SECTION 9 9H POINTS METHOD CLIMATE ZONES 4 .......;;`‘ GOVERNOR DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 PROJECT NAME .4•7. /, 464/ 2 a/ ✓ fir j JURISDICTION ��Ty AND ADDRESS iSetz 1 14y1j i rcitrnt ZIP ZONE 3 BUILDER C'ffFf2(.j s(„13 /tic PERMIT NO. OWNER JURISDICTION NO. 2 6 1 o d STATISTICS ❑ IF MULTI- FAMILY, NO. OF UNITS GLASS AREA ANQ TYPE RENOVATION COVERED BY THIS CALCULATION: _ - TINT OR FILM 0 ADDITION (SEPARATE CALCULATIONS REQUIRED 1 1 1 1 1SGL 1 1 1 1 GL FOR EACH WORST CASE UNIT (� I� 1 t MULTI- FAMILY � TYPE.) SEC. Hs01.1 .e ©�".� I BLa 1 1 1 1 1DBLD GROSS WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME R_ FLOOR AREA UNDER ATTIC SGL. ASSEMBLY ( 1 1 1 1 1 1 1 111111111100 1/ 161713 1 R= IM a •U R= 1 1 1E1 COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM CENTRAL El NONE a STRIP Ei GAS 0 NONE liriESISTANCE E SOLAR ❑ UNITARY n OIL n SOLAR a HEAT RECOVERY ( EER -SEER = 1 1 G •1j] HEAT PUMP: COP = El,n DED. HEAT PUMP: COP =1 11 '--� I El OTHER: ❑ OTHER: l�� 1 MAX. E.P.I. ALLOWED (from 9A) l p S • El �• CALCULATED E.P.I.: �] J •��__ ---�� CHECK IF COMPLYING BY "ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH" (SEC. 903.11)* n CERTIFIED BY: DATE FORM COMPLETION DATE (owner /agent) CHECKED BY: (building official) THIS DATA IS TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT. J V , Hi 04 FLORIDA MODEL ENERGY EFFICIENCY CODE < 's FORM 902 FOR BUILDING CONSTRUCTION 3- BOB GRAHAM SECTION 9, 9H POINTS METHOD CLIMATE ZONES ''ro.,...+'` - GOVERNOR DEPARTMENT OF COMMUNITY AFFAIRS / NORTH 1 2 3 PROJECT NAME ,Z41."7" 9 / (.) ; ] /2 JURISDICTION 045 J�7 /d � /C c.A AND ADDRESS _ .Se�✓4.11Ari,46Cede ZIP ZONE 3 /� BUILDER E,aE,et./, 6 8W/2f,/A/c. PERMIT NO. OWNER JURISDICTION NO. ©FFileig0 STATISTICS IF MULTI- FAMILY, NO. OF UNITS - I GLASS AREA AND TYPE Q RENOVATION COVERED BY THIS CALCULATION: l CLEAR TINT OR FILM Q ADDITION (SEPARATE CALCULATIONS REQUIRED 4 I 1 1 'sup 1 1 1 1 Isar] 0 MULTI- FAMILY FOR EACH WORST CASE UNIT �� ' n 1 1 1 p C� TYPE.) SEC. H901.1 B BL GROSS WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME R FLOOR AREA UNDER ATTIC SGL. ASSEMBLY 1 1 1 1 1 11 11 111111r I/I/I rillqFIC R= 5 I l.1e.1 R =1 1 1.1 1 COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM EENTRAL El NONE Q STRIP El GAS 0 NONE (">�RESISTANCE E SOLAR ❑ UNITARY n 011 n SOLAR RRR 0 HEAT RECOVERY C GAS EER -SEER = Illnli I HEAT PUMP: COP = aril n DED. HEAT PUMP: COP = El OTHER: OTHER: MAX. E.P.I. ALLOWED (from 9A): [:=1:A .F 1 CALCULATED E.P.I.= 111111 CHECK IF COMPLY'ALTERNAT PR RIPTIVE COMPLIANCE APPROACH" (SEC. 903.11)* n t_ D FORM COMPLETION DATE CERTIFIED BY: . .. , .'• c ' / CHECKED BY: THIS D • A IS OBE SENT TO De/ BY THE LOCAL BUILDING DEPART( Nib ENT. g official! -) 9A 1 MAX. E.P.I. ALLOWED (CALCULATED E.P.I. MUST NOT EXCEED VALUE SHOWN BELOW) "N CONDITIONED 901- 1101-1 1301 - l 1501 - I 1701 - 1 1901- 2101-1 2301 - FLOOR AREA 0 -900 1100 1300 1500 , 1700 F 1900 2100 2300 I ABOVE _ BASE E P I 120 • 115 i 110 1 105 1 100- I 95 [ 90 1 85 1 80 A/C EFFICIENCY LESS THAN 8.0 EER /SEER (7.5 HEAT PUMP) (as of October 1, 1982) -10.0 DEDUCTIONS IF MULTI - FAMILY: COMMON WALLS (maximum of 5 points) - 2.5 ' IF MULTI - FAMILY: COMMON CEILING and /or FLOOR (maximum of 12 points) - 6.0 I TOTAL DEDUCTIONS BASE E.P.I. 1 DEDUCTIONS 1 MAX. E.P.I. ALLOWED COMPUTE MAX. Q E.P.I. ALLOWED / D /O = /.' d j *RESIDENCES WHICH COMPLY WITH THIS CODE BY THE "ALTERNATE PRESCRIPTIVE COMPLIANCE ._... APPROACH" (SEC. 903.11) ARE REQUIRED TO MEET OR EXCEED ALL MINIMUM PRESCRIPTIVE LEVELS INDICATED BY SHADED BLOCKS ON THIS FORM, AND ALL OTHER APPLICABLE PRESCRIPTIVE REQUIREMENTS LISTED IN TABLE 98. THE E.P.I. FOR A HOUSE COMPLYING UNDER THIS METHOD IS NOT CALCULATED BUT WILL BE THE MAXIMUM E.P.I. ALLOWED FOR THAT HOUSE SIZE AS SHOWN ON TABLE 9A. THE STATISTICS SECTION ABOVE SHALL BE COMPLETED AND SUBMITTED TO THE LOCAL BUILDING DEPARTMENT. 9W PPRE$C RIPTIVE -M ASURE sCHE INFILTRATION: windows /doors 903.1 HVAC DUCT CONSTRUCTION 903.5 WATER HEATER - ASHRAE LABEL 903.2 PIPING INSULATION —_ 903.6 SWIMMING POOLS 903.3 HVAC CONTROLS 903.7 SHOWER FLOW RESTRICTORS 903.4 HVAC SYSTEM EFFICIENCY SECTION 903.8 ____ CEILING INSULATION 903.10 r RESIDENTIAL CALCULATION t . e , FORM 902 CLIMATE ZONES 1 2 3 f . „ COMPONENT WINTER GROSS SUMMER GROSS .‘ 1 WINTER 1 SUMMER AREA x WPM = POINTS AREA x SPM = POINTS tt27R39 I 193 11.5 CONCRETE R 4-5.9 1 5.6 9.9 0 R 6 & UP 131 9.2 . - -.1 -,1 ,........ < FRAME 7.8 /2 99 /‘ 4' 9 2 '3Z OR R19-25.9 4.9 5.6 BRICK R26 & UP 3.6 - 4.2 VENEER COMMON 7.8 . 2 .5 0 , iv- i:!:::::1000PgaRiiIMEMagegr ' 9 [ ' -, 247.7 Y,C 8' $2"G 36 .4 INSULATED 235.5 14.5 0 STORM DOOR 124.4 29.0 COMMON 61.9 , 4.5 5.0 5. 5 1 - UNDER R22-29.9 4 , 1 5.0 ATTIC R30 & U P A 0 . 0 . _ 9 3.3 .5 . _ Z" " 73 3 . 7 . Z R 6-7.9 I 4.2 ' 14,9 - R 8-9.9 10.9 11 .3 W SINGLE R10-11.9 9.2 9 5 o ASSEMBLY R12-18.9 6.7 ' 7 .0 . 5.0 5 .5 - - \,. COMMON • 4.8 1 .5 4F I' - R 0-6.9 1 5.5 - 4 .8 N w R 7-10.9 6.5 , 2.1 u • WOOD :: 5.5 , 1 .8 os , R19 & UP o 4.0 1.3 z cr o OE R 0-2.9 19.4 6.0 o 2 R 3-5.9 1 2.4 3. 7 ....i 0 U. U R 6-10.9 9.3 _ 2.6 z o CONCRETE :iii:tifit::;giii:C:::,:: 6 2 2. 2 cr Lu R19 & UP 4.4 1.6 > 0 _ COMMON 4.8 _ 1 .5 ■ 1P 1 ( i EDGE INSULATION PERIMETER WPM 0 ‘7 ' 92.7 PERIMETER Cr) z R 6 & UP 4 6 .4 -. _ ._ _ 0 ■. - - I 1 . it 2 3 OR 1 'AREA' SGL DBL WOFI GWP OR AREA SINGLE DOUBLE SOF GSP \ i ( 9F. I f CLR TIN CLR TIN 9F N _ `} l 157.4 _ 120.8 i /d' ► I 1 S'f3i N _ 2a 146 123 120 101 iii 2-9(:><7 NE -1 157.4 120 R NE 221 186 190 159 - - - -._ E _ 157.4 120.8,E " . E 289 242.251 209 o SE 157.4 120.E _ SE . 261 219 226 189 - S 'L a 157.4 120.8 '� 2 S Z-a 190 160 160 134 3c›c2� N SW 157.4 120.8 Sw 261 _219 226 189 W 3o 157.4 120.8 X93 s3,_ w , '5i' 289 251 209 /,w_ ?530 o NW _ 157.4 120.8 _ NW 221 186 190 159 N W H .3'Z. 46.4 79.3 /.oa z5 3 5 _ H 32- 488 408 432 360 Aellt. f 3 KZ$C T r _ 4400.001 >401<' 1 4` i ; .:0 11 ► :; 1:A :. H = HORIZONTAL GLASS (SKYLIGHTS). itti,.. `:: ; : );if % Of:: ' .00::< 'R. ... D0 ` . � `1* ';. FL � OR ARElfi s >`' >: <':i: FOR Sc LESS THAN 083 SF.E SEC. 902.2d )ijY i:< >:i:v+<v � ..: :............... .:..... ,:: ][, �.) ii ) ?;• {+:L::iti:�:' < i i'tu; ij;::; �'} �:<ii:T'Fii iiiil:;:y:i� v:i :��:. r_1 TOTAL GROSS WINTER POINTS ( a '/ I f TOTAL GROSS SUMMER POINTS. • 538 / ) 4 r 4 R = 3.5 j 0 G / 1.15 7 6" g ro R = 3 5 310 1.15 Cie 7/ ..- R = 5.0 1.12 R = 5.0 1.12 0-I OD 2 R = 6.7 1.09 R = 6.7 1.09 IE 1�P ND 1.00 1.00 J 4 • 4 HSM FROM 9G 9 ?9, x, i2 3027 ( CSM FROM 9H ‘ X / ' pp 67„ / \ J 1 xi s 7. 4 DIVIDE BY � i DIVIDE SY it I 1 FLOOR AREA' I /G73 WINTER POINTS FLOOR ARBEA1S I /' ?- �- CALCULATE E. P. I. 1 WINTER POINTS I SUMMER POINTS I HOT WTR PTS f CREDIT POINTS I PENALTY POINTS E p 1. /9i 3 + 3Gi 5 ; (9I) 7 2- (9C) + (9D►± 3 (9E)57# Z FEWER TOTAL POINTS ARE ENCOURAGED FOR MAXIMUM ENERGY SAVINGS J 9C 1 DESIGN CREDIT POINTS (CP) • N 9D 1 HEATING SYSTEM CREDIT POINTS CEILING FAN IN COND SPACE (max 5 CP) 1 t NATURAL GAS /PROPANE HEATING 16.0 MULTIZONE A/C SEPARATED BY DOOR__ OIL HEATING 12.8 CROSS VENTILATION (1 CP per room) ` WHOLE HOUSE FAN (min.1.5 cfm /s.f.) _ WOOD STOVE - 9E 1 DESIGN PENALTY POINTS FIREPLACE with outside combustion air_ _ a - WASHER AND _ DRYER IN COND SPACE _ 3 _ ., ; ___ TOTAL G LASS OPENS LESS THAN 40 % 5 _ 1 9C TOTAL (not to exceed 12 points) - \ FIREPLACE Wi INSIDE COMBUSTION AIR 1 5J 3 .r „ *' FORM 902 CLIMATE ZONES 123 9 F I WINTER OVERHANG FACTOR (WOF) r9 F ,SUMMER OVERHANG FACTOR (SOF FEET N NE E SE - - S - SW W NW FEET N NE E SE S SW W NW 0 -0.9 1.00 0.98 0.99 0.74 0.71 0.82 093 0 - 0.9 1 00 1 00 1.00 1.00 1.00 1.00 1,04 1.00. 1 -1.9 I.00.0.98 0.99 0.75 0.73 0.83 0.93 I.00 1 -1.9 1.00 1. 00 0.99 0.98 0.97 0.98 0.99 1.00 2 -2.9 1.00`0.98 0.990.77 0.76 0.84 0.94 1.00 2 -2.9 1:00::0.98. 0;94 0.92 0.91 0.92 0.94 0.98 3 -3.9 1.00 0.98 0.99 0.81 0.79 0.87 0.94 1.00 3 -3,9 1.00 0.95 0.89 0.86 0.85 0.86 0.39 0.95 4 -4.9 1.00 0.98 0.99 0.84 0.83 0.89 0.94 1.00 4 -4.9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91 5 -5.9 1.00 0.99 1.00 0.87 0.87 0.92 0.95 1.00 5 -5,9 0.99 0.88 0.79 0.76 0.79 0.76 0.79 0.88 6 -6.9 1.00 0.99 1.00 0.90 0.90 0.93 0.96 1.00 6 -6.9 0.99 0.85 0.75 0.73 0.78 0.73 0.75 0.85 7 -7.9 1.00- .0.99 1.00 0.93 0.94 0.96 0.97 1.00 8 -8.9 1.00 0.99 1.00 0.95 0.96 0.97 0.98 1.00 7 -7.9 0.99'0.8 0.72 0.70 0.77 0.70 0.72 0.83 9 -9.9 1.00 1.00 1.00 0.97 0.98 0.98 0.98 1.00 8 -8.9 0.99 0.81 1 0.70 0.68 0. 7? 0.68 0.70 0.81 10 -10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 9 -9.9 0.98 0.79 0.6R 0.67 0.76.0.67 0.68.0.79 10 -10.9 0.98 0.77 0.66 0.66 0.76 0.66 0.66 0.77 11 -11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11 -11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 1 ` J / 9G 1 HEATING SYSTEM MULTIPLIER (HSM) HEAT PUMP COP 1.2 - 2.3 2.4 -2.5 2.6 -2.7 2.8 -2.9 3.0 -3.1 3.2 -3.3 3.4 & UP HSM 0.45 I 0.42 0.38 0.36 0.33 0.31 0.29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1-00 NATURAL GAS / PROPANE 1.0 (SEE TABLE 9D FOR CREDITS) ■ OIL 1.0 (SEE TABLE 9D FOR CREDITS) '9111 COOLING SYSTEM MULTIPLIER (CSM) EER 6.8 -6.9 7.0 -7.4 7.5 -7.9 $.0 -8.4 8.5-8.9 9.0 -9.4 9.5 -9.9 10.0 -10.4 105 - 10.911.0 -11.9 12.0-1P ELEC. SEER CSM 1.00 0.93 0.87 0.81 0.76 0.72 0.68 0.65 0.62 0.59 0.5 COP 0.40 -0.44 0.45 -0.49 0.50 -0.54 0.55 -0.59 0.60 -0.64 0.65 -0.69 0.70 & UP GAS _ CSM 1.50 1.25 1.20 1.09 1.00 0.92 0.89 *ALTERNATE PRESCRIPTIVE COMPLIANCE APPROACH MINIMUM MR CONDITIONER EFFICIENCY LEVEL 8.0 SEER /EER FOR STRAIGHT COOL OR 7.5 FOR HEAT PUMPS. `NOTE: EER = COOLING MODE COP x 3.413= ARI RATED COOLING OUTPUT IN BTUH - TOTAL WATTS CONSUMED X91 I HOT WATER CREDIT POINTS (HWCP) ELECTRIC RESISTANCE WATER HEATER 0 - GAS WATER HEATER 10 INSTANTANEOUS WATER ELECTRIC BACKUP 4.5 HEATER GAS BACKUP _ 12.6 HRU (A/C) WATER HEATER ELECTRIC BACKUP _' 6.7 GAS BACKUP 13.9 _ HRU (HP) WATER HEATER ELECTRIC BACKUP _ _- _ - 9.7 GAS BACKUP 14.5 HEAT PUMP WATER HEATER COP 1.60 - 1.89 1.90 - 2.19 2.20 - 2.49 2.50 - 2.79 x 2.80 - 3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 SOLAR OVERALL SOLAR FRACTION' 0.1 0.2 0.3 0.4 0.5 [ 0.6 0.7 0.8 0.9 1.0 F E. ' ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 f 14.4 16.8 19.2 21.6 24.0 HOT WATER 6 Z W - GAS BACKUP 11.4 12.8 1 14.2 15.6 17.0 18.8 19.8 21.2 22.6 24.0 cc o U a *%. *PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM ; 100 = OVERALL SOLAR FRACTION ) 4 UITI) 5 LOT: VII '11,[NC: -. • ME(HA:NICAL: 5 -,,i7. - --1.4-WOIRICAL: BUILDING PERMIT I HEAIED SQUARE FOOTAGE: 1 @ $ 1 Y per sq. ft. -- $ GARAGE (PRIVATE/SHED): 302 ' $ /0 } -- per sq. ft. = $ CARPORT: @ $ per sq. ft. = $ PORCHES: 3 @ $ per sq. ft. = $ DF.CK : i .267, @ $ ..) 3 per sq. ft. = $ / PM IO: @ $ _ per sq. ft. = $ TOTAL VALUATION: $ PERMIT FEES 69 3 ( 9(1, --) /3 (s0 $ /3 to, , , -- ' , D TOTAL V ALUATION DATA 1st $ (,-,06(-) . 13 9u, :,' ?(,()() $ REMAINDER VALUATION g $ ,7.00per thousand or portion thereof TOTAL BUILDING PERMIT FEE $ / (T3 PLUS 1/2 THE BUILDING PERMIT FOR PLAN FILING FEE $ /' i / ' 3 7 I ,..."" TOTAL FEE DUE $ (;? (0 I 7) PLUMBING PERMIT FEE: $ MECHANICAL PERMIT FEE: $ L-L.01) ELECTRICAL RESIDENTIAL: $ ELECTRICAL TEMPORARY: $ 72 (p c "" -- C7 WAIER METER SIZE: ' FEE: $ — SEINER CONNECTION CHARGE: SQUARE F OOTAGE: 71,0003 '‘''-. FEE $ y3c.',-- WAIER CONNECTION CHARGE: FIXTURE UNITS : @ $10.00 PER UNIT: ACCOUNT NO.: 0 fq APPROVED BY: TOTAL BUILDING/PLAN FILING FEES: $ r, (/ 'I TOTAL A1 ER METER CHARGE: $ ( '1 )_J AFpROVED ATt;NTIC BEACH TOTAL WATER CONNECTION CHARGE: $ lIll...DING OFFICE TOTAL SEWER CONNECTION CHARGE: $ ',--1 )j dr . 2 1?83 GRAND tOTAL DUE: $ 15919c _4(4,_ / • -• ---i ' -' 7 J i!,'1 E .. _ - )-.L} ' 1 }' E 1-::: S l 1� L t; T I ltt - - - - - ---- -- - --- -- -- -- - -- - -- - --- A.D1 ] TJ ON C01:11:RC1 AL CA..1 l 01: - -- - -- -- • - - -- - - - - - - -- �::!;1: :G FJYM ADDRESS - -- - -- - ----- -- S 1St LL' ::BER _ _ _ pie. 2 --- se print - - -- -- - -- - - -- - - - -- -4-- I - R#,-E- E-D � :iii :,NTIC BEACH 1'1' -DING OFFICE 7"i /CoU!:IY OCCUPAT 1 O::AL L) CE 1 :SE NO nIE CtRJ')F)Cr iE 1.0. -E9 2 2 93 AI -40 eeheoeet4-X I1 DER OR CONTRACTOR`_...____ - LAVATORY I BATH TUBS -- UR] ?:ALS FLOOR DRAINS C?_: SETS _ j___ S'r10'.: _RS - J - 1•:.� 7 EP. 1-,.___ i EP.S (- I11 S` ■.: -,S E RS I DISPOSALS 1 Sr1NG "_ -:CriJ NE OTHER TOTAL FI):.i L �:E COUNT S " :LLLAI) ON OF ?Li ?-BINC AND FIXTURES NIJST l'.: CC C Y. :. = ':CE 1.:171i THE MOST RE.- E• DI TI ON _ - - - -- --- - - -- r.7. SOU . I:= -- R ST-- :D. -RD PLUMBING CODE. SIG ::ATVRE OF "_=.SIER PLL.7 '? .. *. J 7 * it T. n 7 * 7 7 X 7. * T _. * X X X X 7 X T. X X X * X X X X X X * * A * * * X FIXTURE UNIT Bs-( _1 - L - N11 5 r_RE EST_= .ELSHED AS THE Si =._ 1;T OF .._.REF D=. -J :D FOR EACH i•:= EP FI):Ii RE h:1T :ALL D AND CO _,CTED TO THE CITY 1 :A.TER S"1"S E . THE. : :A'TER SL_'PLY C'' IS HEREBY tii._D KI :: U'+'_'__'-PS PER FIXTURE UNIT CO' :ECTED TO THE CITY 1 .-.A1EP, S: - ST :_ SEC- 27 -3 (c) l� E.L. CROUP CONSISTING OF -- BATHTUB ( ?:/OR WO OVER - c':-10W STAIt , :A1ER CLOSET, LAVATORY L EATB PE-LD SHOWER) (2 UNITS) .): .ES1)C (2 L• TUB OR SHOWER STALL (6 UNITS) BIDCZT (3 UNITS) L =',UNDRY TRAY _ C01- `31'.�-ATIO;: SINK IS TRAY (2 UNITS) (3 UNITS) — D TAL LAVATORY (1 UNIT) -- KITCHEN SIFT, _ CONBINAT70N SINK & TRAY W/ (2 UNITS) FOOD MS_ (4 L?�1 TS) -_- DENTAL UNIT OR CUSPI- DOR (1 UNIT) KITCHEN SINK DRINKING FOUNTAIN (1 UNIT) TASTE GRINDER -- D1 SHW A SHER (2 UNITS) FLOOR DRAINS (1 L?d1T) - - -- L�.�'AT ORY (1 UNIT) LAVATORY, E LAX'ATORY SL'RGEO::S (2 IT 2 UNS) E -'+UTT PA OR __ 51-30 E RS GROUP PER N _ _ _ -4D (2 L;:) TS) SURGEONS SINK (3 UNITS) (3 UNITS) - -- - POT, SCULLERY _ FLUSHING RI N. SINK (8 UNITS) _ SERVICE SINK: TRAP - - -- URINAL PEDESTAL SYPHON JET STAND (3 U1.ITS) SINS: (4 1 :1 TS -- - URINAL STALL, BLC: LT :OUT (8 ]TS) URINAL, .ALL LIP -- - ' .: S 30 UT (4 UN URINAL T OUGH EACH 2' (4 L'ti1TS) - - - 3 WASHING SECTION (2 UNITS) -- "_�C 11: ,RES_ WASH SINE EA (3 U ?:1 TS) OF FAUCETS 1:.-7 ►R CLOSETS, T . = ` : 1 : - WATER CLOSETS , t'" -? VE - (2 U N - / TS) G: ER ; TED (4 UNITS) / OPERA ED (8 L ^,:1 TS) /.- /O.ov /FA) , 1 L. : L - - J i. '"- U'., TS 4 _ , , * s 40,0" ocollo St a��a '' Ike a �e Z .. .. '" 0 S0 tree AP t l os 1 Se 1e ,a 7 it Vt G 4 e ats of s � st�� t ie °�� °� '! �� e K eA : s", use �a� 4e � 0 A y 1 /. t� 01 � ti 0 e , .� ' 5 vei? t to � ctti° f � �s�a� ti c tti , y � . to tiss�' , that a , V \ \6 :% `y A 0s4,5,`i ' et i ti �,e a eet � � a i ti � ti� 0, �� ra '' / '` ; I i ,:.. Z , ,�b 0'°' s a i 6 "" ' , (` �� / - te r . .: V � ti`� l�ti�� o� I aye ,- a t Jg f o .,.. I G�°JQ`a'O� 'fit •P 1 N. ,* CITY O F " > a F - E'aze-d4 716 OCEAN BOULEVARD I* - P. 0. BOX 25 ATLANTIC BEACH, IDA 32233 TELEPHONE (904) FLOR 295 -2395 May 19, 1983 Pre- Service Section 3rd Floor Jacksonville Electric Authority 233 West Duval Street Jacksonville, FL 32202 Dear Sir: The following final inspections have been made and are satisfactory: Permit #f3619 - 1839 Tierra Verde Drive, Atlantic Beach Permit issued to Ferris Electric Co. Permit #x3882 - 460 Garden Lane, Atlantic Beach Permit issued to Kenco Electric. Co. Sincerely, 12 / "/ ,. , / 71/4.- - -7 John M. Widdows „J^y Building Inspection Supervisor JMW /ls CITY OF ATLANTIC BEACH, FLORIDA /- 2/ C6 Approved by APPLICATION FOR ELECTRICAL PERMIT C-6 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: a /3 7 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 ATLANTI BEACH ORDINANCES. L Ate„...--, . ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOU EYMAI4 NAME /%' (. - ' G D DRESS: ! � = ✓ RFD BOX BLDG. SIZE - t 2Z _BETWEEN: RES. APT. ( 1 COMM. ( ) PUBLIC ( 1 INDUS. ( 1 NEW (N OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: N ) INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE l / AMPSc2& COPPER ( ) ALUM. ( SWITCH O R EB►1 2- O AMPS / PH 3W S$WOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. : OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 l OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS •o ANecno ucac. I UNDER 600 V. li I OVER 600 V. , DEPARTMENT BUILDING OF CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO•� -- PERMIT TO BUILD \ THIS PERMIT MUST BE POSTED ON JOB 19 �•3– it ■ Date I nTr`, _Fee $ Valuation $ __J� and is This pe not valid until above fee has been paid to City Treasurer, I hcable provisions of law. This is to certify that I ' I � subject to revocation for violation of app ' +" ' T B EACII BLVD • 13997 4 .a, ;;Y ' 1 has permission t 3CIC ■ w h 1 dti 1 dis Z one €IIID dtd�tl '.1a -/t: 1 c )►7 1 � SIrIGLE FAIIILY r, = i Classification Zone - b c 4 Block .=–=- �-�S/D \I Owned y I 9 � Lot ; � . `Ef � • permit House No• plans which are part of this p ALL CONCRETE FORMS roved p NOTICE MUST BE IN- I According to app AND FOOT POURING. SPECTED BEFORE PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE i I �' rubbish and debris p Building m aterial, laced not from this work must must be cleared in public space, either con- up and hauled away by t act owner. , . Building Official. I N \ C OTRAcTo R \ PERMIT I I FOR OFFICE NUMBER W USE ONLY PLUMBING 'I � I ELECTRIC I SEWER gillIlliummmi WATER IIIIIIIIIIIIIIIIIIII I 4010Nl4 2 � -�3 - - - REP J }'E RESIDENT] AL _ _. — ADDI J I ON CCU : :';ERCI AL IOI� - _ 3NG Fl xr; d6 PIUMe L,✓6 - _ f,])1)} —Ess J34I9'7 c 'Cek'y ,BZvo. PLULER Qf C- ,pcJC/� _ _ pease print COUNTY OCCUP.'•."11 OVAL LI CET:SE NO. CERT] F3 CATE NO. ER OR CONTRACTOR c- .INKS/ 3 LAVATORY BATH TUBS U J N A L S FLOOR DRAINS CI- C'SETSc9N ) SHOI• :ERS / WATER 'HEATERS 1 DI SH.:',SHERS / DJ SPC`SALS CHINE/ OTHER TOTAL F XTURE COUNT 1 1_LATION OF PT L_ 1BING AND FIXTURES MUST ACCORI'A CE h1 TH THE HOST RECENT E DI T I ON „&„,_„.__ COL; ;rK "RN STANDARD P7_.L•iBING CODE. SIG;:u'ILRE OF ''_ ^_SiER ER „ T ., i is is * 71; X „ x, x 7 * x 7 -i, x z T * i A * 3 * i A FIXTURE UNIT ERF 1_'I1S ARE EST. BLISHED AS THE ." ASL -_ENT OF ..ATER, TAE =_':D FOR EAC'r. WA_rR FIXTURE CNIT ED AND CONNECTED TO THE CI '1 t:A7 ER SI S E.M. THE I•:_'_IER SL PLY CHARGE IS } REBY FIYED AT :1'_' _-RS PER FIXTURE UNIT CONNECTED TO E CITY 'WATER SYSTEM. SEC. 27 -3 (c) A EL -, GROUP CONSISTING ING OF (W /OR OVER - -- c ' . I_ = -•- -= ;�lw_•� C -LU /a BATHTUB . /OR I -. 0 0 - ti 'C�:,EP STALL, WATER CLOSET, LAVATORY & BATH P_LL.D SHOWER) (2 UNITS) DLESTIC (2 U';I; TUB OR SHOWER STALL (6 UNITS) BIDG.ET (3 UNITS) LAUNDRY TRAY C0.``B1NATION SINK S TRAY (2 UNITS) (3 UNITS) — DENTAL LAVATORY (1 UNIT) KITCHEN SINK CO;;BINATJON SINK & TRAY W/ (2 UNITS) FOOD DIS. (4 UNITS) DENTAL UNIT OR CUSPI- DOR (1 UNIT) _ _ KITCHEN S1 ?BFI W/ DRINKING FOUNTAIN (1 UNIT) 1L/ WASTE GRINDER (2 LINT TS) T FLOOR DRAINS (1 UNIT) LAVATORY (I UNIT) / LAVATORY, LAVATORY, SURGEONS (2 UNITS) _ — BEAUTl PARLOR SHOW ER CROUP PER H FAD SURGEONS SINK (3 UNITS) (3 UNITS) (2 UNITS) POT SCULLERY FLUSHING RIM SINK (8 UNITS) SERVICE SINK TRAP SINK (4 U :1 TS) ST._ND (3 UNITS) URINAL, PEDESTAL, SYPHON JET URINAL STALL BLO'::OUT (8 UNITS) Ur I NAL, I'ALL LIP - WASHOUT (4 i:.il (4 UNITS) URINAL TROUGH EACH 2' S. �, SY. SINI: EA S) 1 - -S �Cr E SECTION (2 UNITS) "u✓ RING 1 ?, �J — (3 UNITS) OF FAUCETS - :AI ER CLOSETS, T.=',i:- EATER C C?S TS, VALVE (2 UM TS) O ER iED (4 U;:ITS) / OP ERA D (E L:'':I"1S) A 101010101111W .. . • , Cif): oF Pf-5-r-1 ".:ZT 10 . _ _ 1 01- .2 _ _--__ ___—___ _____ — ,— _ _ - 1 133 (Y.,1 Li 60 Giqe t) IA) ZAti ie- -- -- — -- _ -- —_---_---______ — 1 or '9D. _ ____ CI 0:::_r: s*,-,---,D-Rn, 3.oN ..51-ea '1I-J-•E OF .._:;,_n -!. _17-51; s- ,,) 6 if 14m I Lsi .,, } CITY OF ATLANTI C BEACH APPLICATION FOR WATER CUT- I-NS.... APPLICATION IS EREBY MADE FOR OAJL 3/4, WATER CUT -IN AT 02 IHE FOLI,O,ti'ING P_IDRESS FOR 3 UNITS . - CUT -IN CHARGE 0 _- - - 1 __-- __- _ - - -_ -- - STREET NO. 7 • c/I7/ - -- pJ LOT BLOCK SUBDIVISION S��v19 /yl,J 1,09._ / ACCOUNT NUMBER - - . ILASTER PLUMBER MAILING ADDRESS DATE :METER NO. DATE INSTALLED I ■ 09 DEPARTMENT OF BUILDING PERMIT NO. C ITY OF ATLANTIC BEACH, FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB I D ate 422 19 " Valuation $ Fee $ �+ ?-�– Iii • MF. ` i 9 4/ 2i:/11; a id to City Treasurer, and is • j � This permit c not valid until for v la has �° paid provisions of law. I, tM " subject to revocation for violation of a pplicable . � WILLIAMS & SON HEATING & AC 1 This is to certify that has permission to ► .41. - - - ` Zone al Classification SELVA MARINA Owned by Blocky ==-- ' Lot House No. According to aPPLOVed plans which are part of this permit OTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE '= SPECTED BEFORE POURING. 1 PERMIT VOID SIX F ONTEHS I T AFTER DATE O z Building material, rubbish and debris -i from this work must not be placed ��� �_� i public space, and b ste a cleared ed \ u p and hauled away Y t.:c o . . OWner. '�� / ,a z.:7. w 1 �• Building Official. CONTRACTO PERMIT FOR OFFICE NUMBER USE ONLY ------ -------lirj------L-°1 PLUMBING ELECTRICA SEWER WATER I 1 \ \ , i i . ..„.. ,, t . v : i -,,, ''LJILDII AND 2.0"Ii cr"; INS ‘iiNi Di SLC/I4 C1TY OF /,:r1.k`..; T1 C EFACH , I' LOR1 DA APPLICATION I-OR Mr:CI-IANICAL PERMIT • imi\DRTANT ApplIosnt to ccxnptata all itorns in s<.ctio-ns 1, II, III. and IV. ---. - _ - ____ _-_ •04.- St. - LCY........ATiON Wor141. !14%, Erst, Writ) (Intrn-octi'q Strt-sfs) OF ru Lot No____-.91-- ro•ok No - Svb-d;v;i:ort - (Stat. portion of lo4 if loss than CA kit-Attach Iesal ciet.cripi;on por a...441 in cfsplicattt if rmca-v-ary) - _ - - II. T'11 OF Faoposm rEa- WORX - All cppticznts co(npl.tr,i• Parts A - D A- 1-IS.'S Oli WILDING 1. C.,/Yel.iF11141j,. KESIDENTIAL 15. t..0--4r4vst• (indi.rid:41. creticol. ncsa. ;en a4c.) I. gl---6::. family II. 0 1.11-11ity 16. 0 Pubno ( Free rs.l. State or local go.osnra ) 2. 0 T, or more family - 12. 0 S-choof, rtnary. - Enter numSar of tt other r..-.',. ce 1-:0,•41 C. HATLII:1 OF WORK 3• 0 Tr Wel motel. 17. tek"‹ C-Jil-cring g house - 13. 0 Stors. rnarca!--tIte Enter numbat of units_ O-ro It. 0 E.2 8 . .• 4. 0 °Aar tet;d•nfial - 14. 0 OTHER -SPECIFY - It. 0 5.tr-Le.zerr.c-e.t of etirrie.g . 70. a ...4 "Ins!ar.ttion NO?:-. .11S,DENTIAL - 21. 0 £.30-1-.....of. Of be 46 c_iktir.s rfzi-am. 5, 0 , recfsationel _ 22. 0 0 - Spe 6. 0 .'',..;rch, other ,aligious 7. 0 I-duslriel B. 0 '1774-rge, Las-vice station _ E. Tyre OF II WU-NW:a 9. 0 pital. institution...I 36. 0 N.. of 0-ark .._._. 10. 0 .:":,..... tank, profassional , a. 37. et Wr..›.d frame D. kiC1 EQUIP M L'•IT TO LE 1)4STA.LLED 38. 0 /,14$4.Ary e. ..--...o41 lit, of compttnts CA 4. of this form) 39. 0 Rst:r::w.-.1,-.3 concrete 23. Er7--, moos: 0 Space 0 Recessed la"<entrel 0 Root 40. 0 Siructoral steel 24. Q.' Conditioning: 0 Room , 41. 0 Othen 2S. cgr .....,..ct Sysi•m: Material 4 ,A i 1 51- 1 t Thicin.e_____/ 461;rntir" cakacity c. / f.m. - ' • --- - TONAGE : _3 26. 0 T. afr;storaf;on -------------A--1 27. C Cf...oting 1-da•r: Capacity THLS V 'AS-1. PC t 0 F-Fi. kJ S.1 ONLY 21. 0 F-I tpr:nlfers: Number of 14-1..I di - 29. 0 F.',-.. ve tot 0 14 •railt 0 r=.....:41.to■ ----tF.:0 ' 30. 0 7-. t sollne p4mpt....... 0 32. 0 * confa;r.s.-t tr,L-,1-4t) 33. 0 -4;ri.el varts.r. 34. 0 *--:"•rs 35. 0 CI4.-‘r - R....--..ris 3 --- P• mit A4-. r."-:-; , ',..d lo-y-_- / st nmit Fes__ -_- ___--__--...---- _ - I A ,.,... -g f...,4:-. B. I S r.YrKEP C.: EEING D3/KE OM 42. 0 . i THIS Er..; :V SITE:T.__ A CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT -IN . 3& �/ rn �/ WATER CUT -IN AT APPLICATION IS HEREBY MADE FOR _ UNITS (S) THE FOLLOWING ADDRESS FOR ) � CUT-IN CHARGE OF /� C (`� STREET NO. V V C Lew' LOT BLOCK _SUBDIVISION cS /!/ Get U - 4' . . ACCOUNT NO. Q C( C) /9 oty4 ��-' MASTER PLUMBER DA TE „?//2--d7/0 METER NO. DATE INSTALLED P CITY OF ATiANrIC BEACH APPLICATION FOR SEWER CONNECTIONS ACCOUNT ND. Q DATE .z IDCATION � !a // Act-, LOT NO. BLOCK NO. � - SUBDIVISION -Sil. 4 di - OWNER , - - / TYPE OF BUILDING 57 T t MASTER PLUMBER DATE INSPECTED BY