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HomeMy Public PortalAbout11-0365 DouglassPermit No. -1,--1// /,T>fr City oLibee Island • Community Develo ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ) -0 3(-,c- Date Requested Owner's Name Gen. Contractor Date Needed Subcontractor Contact Information 14 Project Address I '"7 L.- . ( ,V.--o--I ----7 0: 1/ i 1 Scope of Work / AJ-4 A---T3 fli ) Inspector 111() Date of Inspectio ---), Inspection i---, (34 / - /L-.. Pass INM maw* WIZ:: INTERNATIONAL CODE COUNCIL` MEMBER C ■-j..7=7 t/C 1)It it Inspection Pass El Fail El Fee Inspection Pass El Fail 1:1 Fee Inspection Pass D Fail Fee MlAMIC COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) IlIIAMI -DADE COUNTY, FLORIDA MIITRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com Bell -View, Inc. 150 Industrial BIvd. Wrightsville, GA 31096 ScoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series PA -25 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W0S -24, titled "Series PA -25 Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 05/24/05, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -I and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 05- 1222.06 Expiration Date: July 20, 2011 Approval Date: July 20, 2006 Page 1 Bell-View. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -24, Sheets 1 through 6 of 6, titled "Series PA -25 Alum. Horiz. Sliding Wdw. (L.M.I.) ", prepared by Al- Farooq Corporation, dated 05/24/05, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of PA 25 horizontal slider XO, prepared by American Test Lab of South Florida, Test Report No. ATL- 1022.01- 01, dated 05/10/02, signed and sealed by William R. Mehner, P.E. and Harry Hattem, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603,2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of PA 25 horizontal slider XOX, prepared, by American Test Lab of South Florida, Test Report No. ATL- 1022.02-01, dated 05/10/02, signed and sealed by William R. Mehner, P.E. and Harry Hattem, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated September 15, 2005 , signed and sealed by Humayoun Farooq, P.E, Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. D Pont DeNemour "Sentry Glass (R) Plus" dated 01/17/02, expiring on 01/14/07. 4/ /i, E -1 Manuel Pe .'' ' Product Control E. .., er NOA No 05- 1222.06 Expiration Date: July 20, 2011 Approval Date: July 20, 2006 Bell -View, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated September 15, 2005, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated September 15, 2005, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. ATLSF- 1022.01 -01, issued by American Test Lab of South Florida, dated 05/10/02, signed and sealed by William R. Mehner, P.E. and Harry Hattem, P.E. 4. Laboratory compliance letter for Test Report no. ATLSF- 1022.02 -01, issued by American Test Lab of South Florida, dated 05/10/02, signed and sealed by William R, Mehner, P.E. and Harry Hattem, P.E. G. OTHER 1. None. E -2 Manuel Pere Product Control Ex NOA No 05- 1222.06 Expiration Date: July 20, 2011 Approval Date: July 20, 2006 6" MAX. TYP. HEAD/SILL CORNERS 73 3/6" WINDOW WIDTH 12 1/2" MAX. IHEAD /SILL FALSE MUNTINS MA HE USES THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES PA -25 ALUM ROM, SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R, OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDRION INCLUDING HIGH VELOCDY HURRICANE ZONE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 33z INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PUTTED. g 1/8" ANN. GLASS 6' MAX. DIP. HEAD/SILL CORNERS 109 1/4' WINDOW YADTH 12 1/2' MAN. HEAD /5111 u 23 It II 1I It u ,N II n 11 II ��pp s H n n n II It 11 I I fl I1 TYPI ES V _T14N TESTED UNITS .090" INTEFOAYER ' DUPONT SETITRYGIAS PLUS' 1/8" ANN. GLASS SIUCONE DOW CORNING 956 DOW CORNING 899 SCHNEE- MORL'IIEAD TREMO AZE 5 -003 GLASS TYPE 'A' 1/a,7 D.L CPC. 28 7/6' VENT WIDTH 3/16' ANN, CLASS .000" INTERIAYER 'DUPONT BUTAGTTE PVB' 3/16" ANN. CLASS 52" sow CORNINC 995 DOW CORNING 699 SCHNEE- MOREHEAD TRD.ICLAZE S-500 GTA. - OPTION$ GLASS TYPE 'B. D.L. OPG 23 1/4' DL OPG. 26 7/8" VENT WIDTH LAMINATED GLASS LARGE MISSILE I.MPACT FI74'646mwe"k w*he ✓FT.ri�1a CuGSne Cane MTant Uadtl t EMU drawing no. W05 -24 sheet 1 OY SJ r, i' -- -0 II .1--.... - -- 11 II II 1 _ .1t. III - ns n LL'L i' Vii % q N n �=4- 'JI = =- rr .fi.t� IL.I,� `° IIIII Q 5 !I {i it i; _ e21ii4�i�� THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES PA -25 ALUM ROM, SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R, OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDRION INCLUDING HIGH VELOCDY HURRICANE ZONE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 33z INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PUTTED. g 1/8" ANN. GLASS 6' MAX. DIP. HEAD/SILL CORNERS 109 1/4' WINDOW YADTH 12 1/2' MAN. HEAD /5111 u 23 It II 1I It u ,N II n 11 II ��pp s H n n n II It 11 I I fl I1 TYPI ES V _T14N TESTED UNITS .090" INTEFOAYER ' DUPONT SETITRYGIAS PLUS' 1/8" ANN. GLASS SIUCONE DOW CORNING 956 DOW CORNING 899 SCHNEE- MORL'IIEAD TREMO AZE 5 -003 GLASS TYPE 'A' 1/a,7 D.L CPC. 28 7/6' VENT WIDTH 3/16' ANN, CLASS .000" INTERIAYER 'DUPONT BUTAGTTE PVB' 3/16" ANN. CLASS 52" sow CORNINC 995 DOW CORNING 699 SCHNEE- MOREHEAD TRD.ICLAZE S-500 GTA. - OPTION$ GLASS TYPE 'B. D.L. OPG 23 1/4' DL OPG. 26 7/8" VENT WIDTH LAMINATED GLASS LARGE MISSILE I.MPACT FI74'646mwe"k w*he ✓FT.ri�1a CuGSne Cane MTant Uadtl t EMU drawing no. W05 -24 sheet 1 OY SJ yen -SUN0 W-df Q 81.69 -Z9Z (MK) 'WA cots -f96 (SoC) -cu. YLtrc VaNdii 'J 11 3AY L9 LAS MI, N01S3Q 100OOtJd SP S233NNY7d '513:131{6H3 NOILY2IOd2I0a b002IVzl —'IY i6YZ --f99 (9Li) 'VOA LiS3 -1.99 (9L+) "731 9601.£ 'Y0 '3llIASU4 1)04 'QA113 1Yi211Sf)0NI O L ON M311-7138 (YRii) 'NAN %MS 'Z12)g1 151171 Se-Yd 531135) ( cum zioa SO.-11-CO g to O 440 r l' DESIGN LOAD CAPACITY - PS;' ()COX SIZES) I '--1;;;;;;;;14;i;;;;;;;;;; r O p ap o i� A -ice! uo •+nsa ( cum zioa SO.-11-CO g to O 440 r l' DESIGN LOAD CAPACITY - PS;' ()COX SIZES) I '--1;;;;;;;;14;i;;;;;;;;;; r p ap o i� A o 0p A P pqp g h n q q ,1-. o q i� R qoqq ;yr a, °nrnrn as g000q ;n A t+ o O ;,30 q p O q a q O .q qo V T^ 0 0 0 0 0 4 0 0 Q O O o O M7 iian04ii043ni; g q q q g.9i$$ q Q 4 q n R R q °vS q o $$3 pa a fi il�t poj Vi 11 0 po Yi [e�oj Y iS o +R e oQ i YI q pq G ct .r6 ye} ♦ Y n, a 4 Y N IS i nn ;.;;;;;;:4,;;; 0 ( � 0 0 o Q O { . o 4 4 4 ; ' ; 4 4 ' Vi o 4 n m a o m O n a a o a o h o a V a g a V !- e a O n e a V h 00 a " pia N Nv n Y n a v 11 h1.: y -v F. It qFS F p 7 i i i }iii Y1 n el: g r.: n g n n a? n n a F. n$ a - -- DESIGN LOAD CAPACITY - PSP (XOX SIZES) I 1° T p op 0p t� h 0 0 R R g M1 IF 0 q (a. IZ p ap o i� A n 0n aa0 b r o 0p A P pqp g h n q q ,1-. o q i� R q q n h q p q p n h ,0j qqp IC n o p op R R o C qC RE T h A t+ o O 0a a r d a R R 0 R On 0 p 0 R 1^ 0 q r R .q qo V T^ G qG C 4p n Q.! R n o 0 h n 0 o r RP q q n a R CoC, R h g q R R q o r° r q qn r n qO h - ' * ' 2 : g q q q g.9i$$ q Q 4 q n R R q °vS q o $$3 q o 1 0 0 S RR$ o a g Rr 0 0 0 0 0 0 $ ki 0 0 X49 0 e 9 7, n.nj q f t '4 0 0 Y a Y o '' 0 o a o 0 0 T Y 0 M 771 ''4 ! q 0 Vi ce n Yz to a e o a o a a a a n a o a e h �p a o a-� m m o n a a m n o a yy. G] i 1a 2 pia N Nv ` V h R Y n a v 11 h1.: y -v F. It qFS rs I ./. a n I} n S I I n n 1` ° i3 a 1 W m$ I+ w V a !-4 F 0 CO F (.._..DESIGN LOAD CAPACITY - PSP (XO OR OX SIZES) I ' �, N a, 0 n n 0 0 n : o Q n; o o, is to o cG� n n v n n o o n R v ; ; o g ;;;; q o ,,t ; ;; q r;; Q q Q .t ;; ,i g F n q o ti% q q O R '� ;; 0 0 n o v %%; . 03 ,,{ ;;; 0 0 . 0t F '-g;;;;;;; U o ;;;;;;R 0 0 o g q o 0 ; ;R 0 0 ;;3r 0 o a ;R o 0 ;rR 0 ;r 0 o ;° g o ;Ra 0, v o v ; ;£ o 0 ;R2 o g q -hi3dk a o 0 S nn pp r�innn 7, n.nj av nn'•3nn q nnnBS ,,c RS i$n4a �5 ,,i g �S annn ,�5 nna ce n Yz pi i9,.°>rai.o_ .___.X, a»9:%Y.°Ina�aan $+,4.4o»�S�S$$$v°$a RR nrY < » n o r m n n a n n h o n n O n n V V a e n L n i♦ a V n n v♦ +n n n n ♦* a V n n 1 N e � ■ n 1 n n 1.1 n N h» n (1 N n n lN nn ,s ytY � .- r Y o r O n ii Y n ti r rl rl i1 0 r it X x TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/5" MN- THICK) STEEL : Fy • 36 KS1 MN. ALUMINUM : 6003 -T5 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY BELL-VIEW INC. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPTCAL_ANCHORS: SEE ELEV. FOR SPACING TYPE A'- 1/4 2 DOS TAPCOJS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 B WOOD BUCKS INTO 3000 PSI MIN. CONC. AT HEAD/SILL C -90 GROUT FILLED BLOCK AT JAMBS 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE '8'- 1/4" DG. TAPCONS DIRECTLY INTO 3000 PSI MIN. CONC. AT HEAD /SILL C -90 GROUT FILLED BLOCK AT JAMBS I -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 0-.1104 SHE OR SELF ORI TIN. SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy w 36 KS4 MIN. ALUMINUM : 6063 -T5 MIN. (STEEL IN CONTACT WRH ALUMINUM TO BE PLATED OR PAINTED) V- yj.2_SHE INTO DADE COUNTY APPROVED MULLIONS MIN. 1/8" THK. ALUMINUM 5063 -T5) NO SHIM SPACE) EDGE DISI6HQE INTO CONCRETE AND MASONRY ,• 1 -1 /Y MIN. INTO WOOD STRUCTURES • 1" MIN. TYPE SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SEALANT. 'PEEPHOLES: WI w 1 -1/2" X 1/4' WEEPHOLES AT 2 -1/2" FROM EACH END Engr: OR. RUIY.YWK 11.11000 STRUCTURES PTA. P£ / 10.057 G.A.N. 3570 Sip 7,1 20C': z bP n' r a o 8 0. a. C4 ki o h 042 ^J w N ca8 drawing no. W05 -24 C _Bet 3 of 6� A A 2p� C A 1F 1r • i wit C UETAL STRUCTURES (STEEL OR ALUM. 1/8• val. THICK) STEEL : Fy = 38 451 WV. ALN/81111 : 6063 —T5 lEN. OI 0 UT .� N P 4Nx 06 -24-03 Er' IWO eU .br mrarII•.rr.. , n • on SERES PA -25 AL11 HOWZ. s1. )3 N11'M. (LW.) BELL—VIEW INC. 150 INDUSTRIAL BLVD. WRIGHTSV LLE, GA. 31085 TEL (478) 664 -2227 FAX (470) 864 -2442 AL- FAROOQ CORPORATION ENGINEERS, PLANNERS do PRODUCT DESIGN 1235 SW 87 AVE A(LWI. FLORIDA 33174 TEL (305) 264 -8100 FAY. (305) 282 -6978 fe COUP— ANL \W05 -2408 r-2.695-1 .414 t 7250 1 RAIL ITEM PART / QUANTITY DESCRIPTION I&ATd81AL 31631./617PPLTER /REDIARXS 1 20 -04 1 FRAME HEAD 6003 -Tb 3.8]6 i 1'230 '7 Sd31 _' 2 25 -07 I FRAME SILL 6063 -T9 3 25-05.0 1 FRAME JAMB VENT 8093 -T3 - '� 1250--1 �7 VENT TOP/9OTTDM -- - 4 23-03 1 FRAME JAMB FiX. - - S 20-02 1/ VENT FIXED WI. 6063 -T5 - 8 20 -05 1/ VENT VENT MEETING RAIL 6063 -T5 - O7 t290 -I FRAME HEW 7 20-07 2/ vac TOP AND BOTTOM RAIL 6063 -T5 - 6 20-06 1/ VENT JAMB STILE 6063 -15 - LB79 .062 s 20 -22 AS REDO. GLAZING 8661) 0063 -TS - 10 25-06.0 1 SY1.L TRACK INSERT 6063 -T5 - L188 1 { r L383 _i A62 I 1 2,250 II - - - - - 12 14-694 2/ VENT VENT LATCH 6O63 -TS AT 10 -I /2' FROM ENDS I'�j 1.813 13 74 -6010 1/ LATCH VENT LATCH SPRING ST. STEEL - 5,037 .627 1.756 11 14 25 --5001 4/ VENT ROLLER MOUSING & GUIDE PLASTIC - 15 25 -5002 2/ VENT ROLLER 8RAss /ST. 5T. L -F NGINEF 235 S [ ML EL (3C ® L250 JAMB STILE 16 29 -9003 2/ VENT ROLLER PIN E. STEEL - 17 25-5004 AS REED. BAFFLE NYLON 16 #8 X 1' AS REDO. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 19 f8 X 3' 2/ V1OlT F0. FAIL SILL SCREWS (SILL ENO) CRS P.H. 5M5 20 - - - - 1.785 21 26 -2001 AS REED. Dula W STRIPPIN I FLAIL PVC 22 4802100 AS RECD, woo WM:0.LE Ws1RIPPING - ULTRAFAa CR CAN. 23 - - - - - 2.695 —� (�z FRAME SILL ' 24 - - - - - 25 - 1/ VENT S/16" SCREER - 6 - AS 8600. VENT REINFORCING STEEL s x �/8 .094 7393 _ ® MEETING ff—` 11so-1 RAIL 27 - AS KM. FlX. RAIL REINFORCING STEEL 13/32' X 1' LSLL' I Ed 2.065 ---1 1. 1062 t L!3B L IIIiL1,440-.I 10 SILL TRACK --.911 0 FIXED &Ira. RAIL 7.000 Tj ,JJ- -. 111111 3.007 .780 12 VENT LATCH . :11111 2769 A62 _730 2.769 . °.r Bhuu ,083 -{ H $ '� t E„Br, DA. VUAMEAN 004000 5'RUGIURCS IIA• PE S 10557 CAN. 738 11 1) 9 _ Approved ptp0Op{y IYIQ W6 n •00 00 . come , I TfOAM "R9 I'l/il i;'. I.2 a t 1250 �! .S�- 1 ,6p7 aa,�l Dies rroa�a+ By i i.... _ � ' 0 GLAZING .528 BEAD I -1.375— ® FRAME JAMB (FIX) - la7s O3 FRAME •AM0 (VENT) drawing no. W05 -24 cahoot 5 of 6j ) ascription i SER`ES PA -25 AMU HORZ. 51 .0%0 (LU.L) fAL— FAROOQ CORPORATION ENGINEERS. KAMERS & PRODUCT DESIGN 1235 SW 87 AVE MI &, FLORIDA 33174 C TEL (305) 284 -8100 FAX. (305) 262 -6878 r, COUP ANINW05 -248V1 BELL —VIEW INC. 150 INDUSTRIAL BLVD. WRIGHTSVILLE, OA. 31096 1R. (478) 864 -2221 FAX. (478) 864 -2482 DATE ISSUED: 06/30/2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT NSF r T Ti,' f61p reel- T O{ L�r S t OU. ;0 to 1� n-r•n --rnrrv, 6/30/2011 AM TRAM: A.0000 B }j llyiF P1_tlilj .�_ � 'L D Mt 001 - WINDOWS/DRS /FLOORING /CABINETS 100 VAN HORN 17C JEFF DOUGLASS 8169 WINDSOR LAKE DR ATLANTA GA 30319 404- 497 -0551 JEFF DOUGLASS 8169 WINDSOR LAKE DR ATLANTA GA 30319 P $1,172.00 $50,000.00 172,0008 _.HA FiFt u' PERMIT #: 110365 TOTAL BALANCE DUE: $1,172.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org /30-2011 10:50 AM JACKET: 01885 11 -0365 PROJ /CONY --------- - - - --- -NAME A D J U S T M E N T R E G I S T E R __= T R A N S A C T I O N S =__ DATE REFERENCE DISTRIBUTION AMOUNT PAGE: 1 POSTING DATE: 6/23/2011 110365 DOUGLASS JEFF 6/23/2011 RETURNED ITEM INSP - INSPECTION FEES 3/1000 300.00 SP50 - STANDARD PERMIT $50 FEE 100.00 NO PERMIT - WORK WITHOUT A PERMIT 250.00 5 PER 1000 - $5 PER $1000 AFTER 1ST $100 490.00 TOTAL PAYMENT: 1,140.00 Dianne Otto From: Youmans.Brenda [Brenda.Youmans @SunTrust.com] Sent: Thursday, June 30, 2011 10:30 AM To: Dianne Otto; Claire Price Subject: FW: Scanned from MFP- 04639735 06/30/2011 10:19 Attachments: D00063011.pdf The check will hit your account tonight. You should receive the NSF check in 7 to 10 business days from Orlando. Brenda B. Youmans Commercial Banking Specialist, Commercial Banking SunTrust Bank, Savannah Mail Code: GA -Savh -576 33 Bull Street Suite 207 Savannah, GA 31401 Tel: 912- 944 -1203 Fax: 912-944-1187 (XCC.1- OOQIO(072(0S77_ Our Business Care Center can assist you with your business account servicing needs 7AM -7PM (Eastern) Monday through Friday. Call 1.866.476.1460. Ranked "Highest in Customer Satisfaction with Small Business Banking"* by J.D. Power and Associates among major banks in the U.S. * SunTrust received the highest numerical score in the proprietary J.D. Power and Associates 2010 Small Business Banking Satisfaction StudySM. Study based on 6,652 total responses, measuring 24 financial institutions and measures opinions of small business customers with annual revenues from $100,000 to $10 million. Proprietary study results are based on experiences and perceptions of customers surveyed in July- August 2010. Your experiences may vary. Visit jdpower.com Live Solid. Bank Solid. Original Message From: ugbyl @ suntrust.com [mailto:ugbyl @suntrust.com] Sent: Thursday, June 30, 2011 10:20 AM To: Youmans.Brenda Subject: Scanned from MFP- 04639735 06/30/2011 10:19 Scanned from MFP- 04639735. Date: 06/30/2011 10:19 Pages:2 Resolution:200x200 DPI LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and /or privileged material. Any review, retransmission, dissemination or other use of 1 S f t - Deposit Maintenance - 11300106726572 Badante &Ac'tit4ty Actions. Pry ®x 4IlI� General Tasks a Open... }� Exit Deposit Tasks ,. Account Profile Account Settings r Balance & SbopMA0autionjAie Balance & A... ImageExptorer Snapshot Statement cad Meuo getiRs" 1$117,242.67 TtitdMer I,1etli4:_ $17,657.75 Ayaiejib Bateri56,1$1,047,192.65 06/30/2011 06/30/2011 06/30/2011 06/30/2011 06/30/2011 06/30/2011 06/30/2011 06/30/2011 2:56:24 AM 2:56:24 AM 2:56:24 AM 7:02:51 AM 7:02:51 AM 7:03:18 AM 7:16:49 AM 9:34:09 AM $9,273.51 $2,180.75 $4,149.00 $324.71 $600.00 $116,102.67 $1.140.00 $929.78 DB/CR CR CR CR CR CR DB DB CR 'Setisl1111i'r�t.s. t:' BANKCARD BANKCARD BANKCARD FNBO FNBO SETT -A.CI TYTY 0166311 032 QiiyiiaE�Y ": . DEPOSIT DEPOSIT DEPOSIT PYMT PROC PYMT PROC •GEN SETT- 0612 ACH ACH ACH ACH ACH ACH Vector 5 Online Telleis(FL) 2012 06 247: 7q91.3 - Windows Picture and Fax MATTHEW W. DANIEL 02.11 SS R MST ST. SAVANNAH, OA 31408-4114 di -10/00 539 1f011 MOW i3OCLQD01,041:10001369424:14H 0639 W 0 I r-�• '' I J�) l�f ) �� n W roia#r 0 20!l:;pd- 74780Td. 1012#4 lD , 3 i ( aLl ,rid CLC CA- 14 (I /4O. - Z 7 - ( V M 12 Sao /Y10.24-1- e. I (o o - 3 q -7 clr‘tc.k :s a; � O a ,Lc -- b 9 -2 - C9,3° -11 (: 3 5 (e -P- VM car M a4-1-; z rs-c' Ca S k or fM 0 1 0 rc -ca c^ 41 1 11+0 4- 4' 3 2 e`Yr r/to c C kt c k 14e e, . f c144 art; e. ( d . (, 14 o + 3 2 cQ s1� 7 ca,s�;�r r- CVe.rc,_,a- or.i1A -4- Osca Cask 4-o Ceps ` � d tie- City of 1 .ee Island • Community Develop. int Dept. Inspection Report 403 Butler Ave. • P.Q. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.7 66,9539 ,Jr / Date Requested 4/23 3 / Permit No. INTERNATIONAL CODE COUNCit MEMBER ' ///Owner's Name f!'�/!; Date Needed ' Gen. Contractor Subcontractor Contact Information A484 L,/ (1 3,7 7 Project Address Scope of Work Inspector Inspection 7 ; J42-/ Pass U / Date of inspection - , 11 :p,J / 4.77- Dim 5} -166. + S. 111 -7,a.44 414rf At 0,3 Inspection Pass Li Fail Fee Fail 1E1 Inspection Pass El Fail T1 Fee Jl Inspection Pass ^ Fail EJ Fee DATE ISSUED: 06 -21 -2011 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT WINDOWS/DRS/FLOORING/CABINETS 100 VAN HORN 17C JEFF DOUGLASS 8169 WINDSOR LAKE DR ATLANTA GA 30319 404 - 497 -0551 JEFF DOUGLASS 8169 WINDSOR LAKE DR ATLANTA GA 30319 P $1,140.00 $50,000.00 PERMIT #: 110365 TOTAL BALANCE DUE: $1,140.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org 0.10 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT j; . Location: ' 0 D ,n o f n - (1 NAME ADDRESS PIN # r4 -(-f f74: ; q12 -- cog-09-7 L 6 -`11 -0 TELEPHONE Owner J _P a `/( 5 c ,.i,6,---) 1N t,cfr r h416,4A.- 6' 1 C �y kz 30; 1`7 ya1� - y7? osS Architect or Engineer ! Building \ Contractor [ 1 .� 6,6, 4-3'4 7 (Check all that apply) ❑ epair ❑ Residential Renovation ❑ Single Family ❑ Minor Addition ❑ Duplex ❑ Substantial Addition Multi- Family ❑ Other ❑ Commercial Details of Project:e r -ti.l -F j vori r. ;i' rte. c + G. Aix) n Estimated Cost of Construction: $ 5 01 coo ❑ Footprint Changes ❑ Discovery ❑ Demolition hC erhi S 11A\,(1 (1 o ryS Const tion Type (Enter appropriate number) (1) Woo Frame (4) Masonry (6) Other (please specify) (2) Wood Masonry (5) Steel & Masonry (3) Brick V 1 eer Proposed use: Remarks: ATTACH A COP following inform # Units Lot Area # Off - street p. king spaces Trees locate • & listed on site pla Access: Driveway (ft.) Setbacks: Front on F THE CERTIFIED ELEVATION SURVEY OF LOT and complete the ased on the construction drawings and site plan: # Bedrooms # Bathrooms Living space (total sq. ft.) Rear culvert? With swale? Sides (L) (R) # Stori-. Height Vertical :'stance measured from the average adjacent grade . the building to the extreme high point of - building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through On -site waste and debris containers will be provided by Construction debris will be disposed by Mlci,, ;L 146-44--c_. by means of d I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations, I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 6/9/i i i Signature of Applicant: "`z"tZ +ay J Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Dat Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage Inspections City Manager Lij ©f lG l.a t ®�1k e`,/h'7+" FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL I S° LEAD -BASED PAINT Adapted from http: / /www.epa.00v /lead /pubs /renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample Pre-renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to . d -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. F YOU'RE NOT ,LEAD-SAFE CERTIFIED, IISTURBING -JUST SIX SQUARE FEET ,COULD COST YOU BIG TIME. Signature Printed Name OA( Date Permit Acknowledgement of Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Undersigned Printed Name 6 7/ Date Office Use Only: Project Address: Permit Number: AMERICAN PLUMBING P.O. Box 3821 2106 Sunset Boulevard Savannah, GA 31414 (912) 355 -7691 (912) 355 -7697 Fax Mr. Electric P.O. Box 30099 Savannah, GA 31410 (912)201 -1985 (912)897 -7436 License #EN008289 JOB COSTS: TRASH - $412.00 ATLANTIC WASTE ELECTRIC - $6750.00 MR.ELECTRIC PLUMBING - $4246.00 AMERICAN PLUMBING IMPACT DOORS AND WINDOWS - $5264.00 CABINETS - $14,000.00 FLOORING - $4760.00 )7-C L:311441cosz S-1( -0P Work /1/6-H- C0-241 co 344-4397 LEGAL NOTICE CITY OF TYBEE ISLAND VIOLATIONS) ■ . A ALA' t - PERMIT NO. WHEREAS, VIOLATIONS OF THE CODE OF THE CITY OF TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY GIVEN THAT ALL PERSONS CEASE, DESIST FROM, AND STOP WORK AT ONCE ON ANY CONSTRUCTION, ALTERATION, REPAIR, OR FURTHER USE OF THES PREMISES KNOWN AS 17e 461 pine '4. UNTIL THE VIOLATION HAS BEEN CORRECTED AND APPROVED BY THE CITY OF TYBEE ISLAND. ALL PERSONS ACTING CONTRARY TO THIS NOTICE OR REMOVING OR MUTILATING IT ARE LIABLE TO SUMMARY ARREST UNLESS SUCH ACTION IS AUTH • ' IZED BY THE CITY OF TYBEE ISLAND. DATE � � � I PHONE INSPECTOR