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Permit 176 Magnolia St (vault) �Vhyrs p e wi t���,�i�t� `'i s ��" tiy�.F�k,��xr .K.,. dr S:lt $ 4s r `,� '� `' ''"�'.. f ,e.• i t �r � t�' " `k'4y� \ .."Y'�5 rNr IC`: yR�'�i Kr.;,tx�� :�+ �k,>d r r„yY ',} k;r: - �;�'' �y �r �•� �'. y. ( 4 h w ` 1.4 Ji 4-44 �r�Ps• s Y, � ' r 1G5�RMK� . 1 SAr, I 1- Y 44 l � A f 5 ,.y i 5 , P 1S 'Y S A � t tl t Y O MN4 ��L r,�� A f,rti � �y w.�.�fi;• .iw+. a.'y r»,+n.w � ,� � rn�, ,. �. : a ro P r✓ �� ' r r � 4 s r � it i ' w.• a 'k � �% z '` r. 4i #: at, 4.. ,t», S �., ,g �a �,.�„+� „+ p��" CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029655 Date 3/02/05 Property Address . . . . . . 176 MAGNOLIA ST Tenant nbr, name . . . . . . REPL DOORS & WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6738 Owner Contractor ------------------------ ------------------------ MCCLOUD, JOAN LOWE ' S HOME CENTERS INC 12945 ATLANTIC BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 486-4701 ----------------------- ----------------------- ---- ---- ----- --------- ----- --- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee 32 . 50 Issue Date . . . . Valuation . . . . 6738 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 g PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT ° iggm 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us f♦ y.: PLAN REVIEW COMMENTS FEB 04 2005 Permit Application # aS - 2ct �5S Property Address: Pio GOK-')O til j Applicant: Lu u)iEf5 �me t-- , fwu Project: —F L a mi 60 rZIS This p it application has been: Approved ewe, nd thefol �nge need attentio 2. -- oeeL Wt��A-Ke a -nous © L f 2 S Please re-submit your application when these items have been completed. �► Reviewed By:� Date: i4L"%—� 4- 4(-7-10150" 1 CITY )f FEB ) 3 200 :+ fl Jti { CITY OF ATLANTIC BEACO t3y. PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS,Si£ HT3-AND GARAGE DOORS OF SINGLE—FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Date: / Job Address: Owner's Name: /Jo ct� M J d I q _ _ Address: ! A&A- Phone: l 7— OG� Legal Description: Block VurnbeV. Lot Number: Zoning District: Contractor: e� � �� c4jt— State License Number: C-4t,//,,///0�5,7" qq e Address: �� 6 Phone: qO `�'`� Y 76 1 C y 810 City: mww ((�1�t State: P Zip: 3) Fax:_ V0447(07' Describe proposed use and work to be done: Lo C)�� t U I v1d ow-s Present use of land or building(s): Valuation of proposed construction: 1P(P�3 ���y�10111C!�GL dS Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope *Window Elevation from Grade (ft) Window Height (ft) Window Width (ft) Measurement from corner of building to window (ft) .00 S Y � . s h 4 a S s 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page l Revised 1127103 a 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: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Elevation View of Window Locations I hereby certify that all in f atiY12 o ided ith this applrrect. Signature of Owner: Date: Z"�, - D I hereby certify that I e 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 performance of construction of the property. 1 understand that the issuance of this permit is contingent upon the above information beingtrue and correct and that the plans and supporting data have been or shall be provided as required: mw&- � Signature of Contractor: ki Date: z 3 v Address and contact information of person to receive all correspondence regarding this application (please print). Name: ---I `o VU�I Mailing Address: laq Telephone: l d� _�Y-7y/ Fax: R0 q bbl —44-71 U E-Mail: AS TO OWNER: Sworn to and subscribed before me this `tom day of //�C..e_wt ,200�11. State of Florida,County of Duval ag _ Notary's Signature: a.,.- 'MY e" IAN S.CHERRY MY COMMISSION#DD 189524 ❑ Personally known EXPIRES:March 5,2007 _ =�'•...,,.�� � Produced identification t3ondedrhruNotaryPublicUndenvriters Type of identification produced (__f C AS TO CONTRACTOR: Sworn to and subscribed before me this day of �G�Y�. ,200-5 . State of Florida,County of Duval - - ------- Notary's Signature:4��� S r ;Ks rG, JENNIFER SCN4UETFll My COMMISSION 9 001221301 Personally known EXP,w�a,May 27,20 BoweaThruNotaryPOftUndetvrNats []'Produced identification //_ (� Type of identification produced OUl q( —5 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 127/03 11/30/04 ' 12:24 FAX 10 002 Ion-da Building Code Online , Page I of 2 'JO FP Puct P RODUCT APPROVAI, Prodt ypc De'ait r overview ' .duct Se=R'organinffl nI r Product Search Application ly User: Public User -Not Associated with Organization- Need Help? Application#; 'FL1746 Date Submitted: 02/11/2004 Product Manufacturer: Atrium Windows and Doors,NC Address/Phone/email' 300 Welcome Center Blvd Welcome,NC 27374 (336)764-6400 Technical Representative- Kent Woodward Technical Representative Address/Phone/email: 300 Welcome Center Blvd. Welcome,NC 27374 (336)764-6400 kwoodward@airiilmwindowq.com Quality Assurance Representative: Tommy Smith Quality Assurance Representative 300 Welcome Center Blvd I,," VT. Address/Phone/email: Welcome,NC 27374 (336)764-6400 Lsinith@atriumwindows.com Category: Windows Subcategory: Single Hung a, Evaluation Method: Certification Mark or Listing Referenced Standards from The Florida Building Code: Section Standard Year ANO-AAMAI 1997 NWWDA 101/1.S-2 Certification Agency: American Architectural Manufacturers Association Quality Assurance Entity: Validation Entity' http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1746&RV=O&fin=ROSrch 11/22/2004 11Y30104) 12:24 FAX _. _. Lqj UUs lorida BLtilding Code Online , Page 2 of 2 Attthorized Signatare: Kent Woodward koodward@atriumwindows,com Evaluation/Test Reports Uploaded: lustallation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 02/11/2004 Page: Page l /1 'G,a, Pp eq Product Model#or Name Model Description Limits of Use (107 1000111 ON70,97W NEW 6X74)(10/10001110013100 1746.1 1011000/1100/3100 SH CONSTRUCTION -R30 48X78)(150/160 SINGLE HUNG SHHP 14-MO 36X74)(200 SHTRH-R35 10SX74)(200 SIHTRHP H-1150 1087174) NEW 6X74)(10/1000/1100/3100 1746,2 150/160 SHHP CONSTRUCTION F-ZO X78)(150/160 SINGLE HUNG R50 36X74)(200 R35 10SX74)(200 H-R50 108X74) NEW 10/100011100/3100 1746.3 00 SHTR ONSTRUCTIONX78)(150/160 SINGLE HUNG SHHP H-R50 36X74)(200 TRIPLE SHTR H-1135 I OSX74)(200 HTRHP H-R50 108X74) TrM=1 100/3 100 H- NEW 3 6X74)(10/1000/1100/3100 1746-4 200 SHTRHP ONSTRUCTION H-R30 4$X78)(150/160 SINGLE.HUNG SHHP H-R50 36X74)(200 RIFLE SHTR H-R35 l 08X74)(200 HTRHP H-R50 108X74) .t:+14ir`rvrr�r?vr;;;E;iii?iki�iYifi!Iii;a"$F,itihek�t;?11Ai&i7�a�'skFBi�E?li4iA.ltiiq[AEkTl.�+1fJ.'�:?.'k!;�".!"�'":�.'�.;�m}d'uUfdilltAt3SiSllAtEliRItI�4Sillfi!'i�f90:!1t;�}iriflk`,ti"tt?;t'��1tSf7S,tx7NS&uSktliit�iN8V6t�f1{T�IC;tYiHN�1fi{ n"�fl'F!!t 1.i',il!T�I1,.;}:;°�,".;;�'„�I.,",�."�.,.,,t::',•;",�':';':fi.`%i:;,��lwfitllGlEkt'�Ck�f�FlQl`� �N"?;`""�k�".'�'`i',t.;`�i?."22�IRt'�',�lrtbtMtit181ilkz4l}k��'}".'w?t''i�:'�;;i?;°TC::;C;3;1;'1;11;x,';4:"iii;f�ifliiiy, Copyright and Disclaimer;02Q0o The State of Florida.All rights reserved. ROSrch 11122/2004 1,ttov�+ ://ww -floridabllil(iing.org/pr/pr datl.asp?lPT=1746&R.V=O&ft7- R R W Building Consultants, Inc. W tto Consulting and Engineering Services for the Building I B �t P.O.Box 230 Valrico,FL 33594 Phone 813.684.3831 Facsimile 813.684.3831 ENGINEER'S NOTICE OF EVALUATION#GDI-164F � � ` INC. 3250 Lakeport �Q N O + ?e eon e00=w 3250 Lakepp ort Blvd Klamath Falls, Oregon 97601 Phone 541.783.2057 Facsimile 541.783.3592 DESCRIPTION OF UNIT O Model Designation:DoorCraftgGladiator*Steel Door(Glazed or Opaque)with or without Side-lites Maximum Overall Nominal Size: up to 8'4 x 6'8 Usable In-swing Configurations: XX,OXXO General Description:The head and jambs are wood measuring 4.5"x 1.25"with an extruded aluminum saddle threshold. The door panels and sidelite panels are 1.75"thick and consist of two 25 gauge(min 0.018")steel skins glued to wood sand rails with an expanded polystyrene core. The inactive door panel is affixed with an extruded aluminum astragal to r active panel. The glazed models are routed to receive %x"insulated tempered lip lite inserts manufactured by ODL FBC Section 1707 Materials and Assembiv Tests: (1707.4.3 Exterior Door Assemblies; 1707:4.5 Mullions Door Assemblies) Test 'on 4&TCA Location Date Report No. Catiffing Engineer ASTlvt E330 Uniform StaticOrlando,Florida Odober 6,1999 CTLA456W Ramesh Patel P.E.k 20224 Air Pressure -Everett,Washington August 13,1998 S98-280-MH J.Clark Johnson P.E.#15891 ALa 1302.5 Forced — � FloridaOctober 6,1999 CTLA456W Ramesh Patel P.E.#20224 T1-Everett,Washington August 13.199 8 S98-280-NIH J.Clark Jolmson P.E.#15891 + 'at CTL—Orlando,Florida October 6,1999 CTLA456R% Ramesh Patel P.E.#20224 ASTM E331 P n-Everett,Wmhington Au st 13,1998 S98-280-NIH J.Clark Johnson P.E.#15891 ASTM E283 con CTL—Orlando,Florida October 6,1999 CTI.A456W Ramesh Patel P.E.#20224 T1-Everett,Washington Au 13,1998 S98-280-MH J.Clark Johnson P.E.#15891 '•Sidelites are considered a window and meta 15%of Positive Design Pressure water infiltration criteria under ASTIR{E331. Desien Pressure Ratiny-s: GoY�gnratlo� 1�rla�xnumSr'ze - gn Pressure Ratings 0 pd. e Double Cx'U:.x 6'S }48:00 -48:00 . e Double with.S>deltes ' t?:' ' ' U To 8 4'x 6 8 VY! Glazed ruble ;'Iso 440;x o'$ GIazed Double wink SadeIzles.. . _QJC3f�i U.1164:* 68 Installation and Anchoring: See reverse side this page �\ BY: b Use 1. Evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures does not exceed the design pressure ratings listed above. 2.For Masonry installations where the sub-buck is less than.1-112 inches(FBC section 1707.4.4.Anchorage'Methods and sub- sections 1707.4.4.1 and 1707.4.4.2)same diameter Tapcon type concrete anchors must be substituted and the-length mustbe such that a minimum 1-1/4"engagement of the Tapcon into the masonry wall is obtained Certification: Florida Professional Engineer - Seal No. 54158 March 12,2002 Weildell Hanev 63/24/2004 14:06 FAX 18884782254 JELD WEN weaowee Al wJ U4,L M I A M FDADE MIAMI-RADE COUNTY',FLORIDA METRO-DADE FLAGLER BUILDING BU1iL 'ING COD):COMPLIANCE OFFYCE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CON]ROL DrMION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2905 NOTICE OF ACCEPTANCE (NOA) Jeld-Wen,Inc., 317525 Elighwe y 97 N. Chi]04uin, OR 97624 ruC01iE: This NOA is be ng issued under the applicable rules and regulations governing the use of construction materials. The documentaaion submitted has been reviewed by Miarni-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(AHD. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (Ise M ami Dade County) and/or the AHJ(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 AIV may immediately revolve, 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 anterial fails to meet the requirements of the applicable building code. i This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane zone of the Flo'ida Building Code. AESCRYP'Y' ON: Series"Jeld-Wein®" 618"W/E Inswing GIazed Insulated Steel poor w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S-2195,titled"Wood Edge Glazed Door wf&w/out Sidelites Up to 1OT'x 6'8 Insv ring Unit",sheets 1 through 7 of 8,prepared by R.W Building Consultants,Inc.,dated 12/14/01 with ievision 3 dated 10/22102,bearing the Miami-Dade County Product Control Revision stamp with the Notice of A. ceptancc i number and expiration date by the Miami-Dade County Product Control Division. NIISSILE IMPACT]RATING:None LABELING:'3ach unit shall bear a permanent label with the manufacturers name or logo,city,state and following states nent: "Mia=mi-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL o f this NOA shall be considered after a renewal application has been filed and there has bccn no change in the aiplieable building code negatively affecting the performance of this product. TEIiAIINATI ON 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 sectio a of this NOA.shall be cause for termination and removal of NOA. ADVERTISE VONT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration+late 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 avfilable for inspection at rhe job site at the request of the Building Official. This NOA, rev'.ses NOA#01-1224.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. NOA No 02-1211.16 o Expiration Date: August 15,2007 Approval Date: January 30,2003 Page 1 F 4.5" OVERAU UAX. FRAME WTOTMH 7U•• OVEfWA JEL a-w Y CNO Steel 36.625" hA X. AUX. FRAME WIDTH i5.5" i/AUf_ IVOOD EDGE GLAZED INSIAATEO STEEL D IOA PANIEt ly"07" PANEL JAAX 7i36"MAX. FR4FJE WIDTH IS- f1+ASWM 8.8 IAVJTS WA6$YA7LAT SIDE L(TFS W/ASTRA,cAL 1 I-PANEL WIDTH� i4" MAX_ Cr 1 -PA-JYEL-WI-DTH � Z w ' GFfJERAL hIDTES ' rn rn R 7. THIS PR000CT IS DESIGNED To COWPLY WAN SIE FLORIDA IfiftagG f y F:I �` cx7 U Q 2. WOOD BLACKS BY 67HERS, MUST BE A14CMORED PROPERLY TO o 21.]25 rF w 8 . o Cwsm � x ZTRANSFER LOADS TO TWE STRUCTURE. J JAA1L _ � ; J Gj t73. PRODIICF ANCHORS SHALL BE AS WED NTD SPACED AS SHOWH a'1 41f4r7DE7V&S. ARCWR ENBE01,401T TO BASE MAMME SNALL BE OM4D I' �q a f � � OWALL DftESSTNG OR STUCCO, f r j " 6 r`° -..1 ti 4. DESIGNED PRESSURE RA7JNG SEE TABLE PAGE 1, o D t-a D.LA. -3 n 5. THIS SYSTEM RQ S,L6ff Jfi 7HE WATER REWIREUENTS FOR -HIGH A f o U VELC+CAY kURRICaNt-ZONES. (SEE NOTE DFSn f PRESSURE CJl4RYJ si " " � .j .01 h 6. THIS SY57Em REQUIRES MNDBORKE DE6Rt5 EXraAk PRINECTION y A +n Af o AS PRESCRIBED IN SECT70N 1626.1 OF THE FLORIDA BUILDING CODE, fr A �c f 'r % F 7. SIDES ES ARE!,M Of�7fON ANO GW BE USED Rf A SINGLE OR OOUBLE N!-ALTME ACTIVE p � o� �y Ca4FiGURAM?. m z �• p o W2 CO �ommanA tot o I frame STEEL IGR [1� ALL G4IM ARE MEOW SINGLE WJ51DEUfES conditions) 1 NC LM9 DETAIL A G W J1 FROM INIFAIOR RtSwING u4lr SNL3 Z Face 24 ga fD.D2f� minimum ThJckrresq 37 107" OVERALL MAX. rRAktE WIDTH Catvanized steel A-525 commerclaf qualky-AKDQ Per ASTM 620 eJlh MAX. FRAME MOTH 3&fi25"1A4X 15.5' MAX. 1 eid etre 1h F uw.J=47,575 I 36" JULY, FRAME WIDTH o�o - r n9 yt Ps• PANEL hYDTH Care desiarc t s andel s1 ene with i.0 to 1.25 Jbs deesi b J fd-Hien,kr� 38' PANEL WIDTH P � � tY y PANEL WfOTH id'MAX. W/ASTRA�(,ACT 14" MAX.Ag � a D Panel Conslawlian A alozing_The alive and inoeWs panels are ecoisinxt ar PANEL MOTH PANEL W07H v fwm 74GA (002f'min.)VaNaoited sleet.The lace abeet Lop and baflwts ¢N: 3 we bent TD' ever the tap and boFiom rff&. The top rail consists of LVL y measuring 1.67'x 1.042'_ The batforn rali is rag farmed 0.021'gabwnized z D sleet measuring 1.67'x 1.21". The sides N the face sheet are roll farmedA�lt2 s = f f P, W v Auto Lhe LVL hatch aM% and Ponderoso Pins binge stile which measure 1.67' GI Q .4121.125' f 2 w 21..25 x L.0'_ The inteifar crvNy is fnYed with ppyslyrer+e_ The Fou sheet is glued to � o � t a El the parj+slyrene_ The ponds are routed to reoeioe the ODL -1_, D.LO. DLO, -1 i o or 7rinity lite frames.The units are glazed rn7h 0.125" z A. WTI77H WIDTH f R a>uJ m tempared gloss or IA'.las. glam The f t&frames are wet glazed a 6'MAX. 6" MAX: w on the exterior. > " " ® D.L.O. I o D.L.O.A Sash CanslnxUan k Iszfi:the sash is canslnrciad Iron 24r,A.(6.027'min.) p w gcAmnized steel. The edges of the fora street are bent QD'ever The ply-stivene cure and and gUed 0o rIt.'7he sashes are routed to recerre the DOL ur Trinity lite haute, The unlls are glviced wRh 0.125'tempered glass arx1.0"ios, terrpered ghs3. The Me lromes are rel glazed an the axtefar.Flame Canstrucfion. The franes arc zamirueled from AondervsaRies Jambs m• Av 'rmeamnng x 1,25 The head robs arre rrortlsed and bull farad too W-AMVE ACTNE o Z the side Jambs and altochad Qh f3y16QL 2'x 7/76'crvm sire slgples. The snits use v slope edjustvble rdemiaem threshold meas, 1.562'x au uu+c 7.173'. y Hae Dreshcrd i's alta-Jud fa the trace silk(J) r6go, 2'x 7/16'cresn wire stoples, orrssnrsrns me n ' QDUBf Y/SIDEitE 13 JNShG U6 V iNsly 01119 6+3.659.9197 ' ABLE OF CONJENTS » SH DESCRIPTLON 5HT3 ata ?2/14. 01 T DESIGN PRESSURE RATING ertoaurrltJVJsels » 2 VERTICAL CROSS st R nor[MRM ASW N lrea$Aenrr'M.AMUC taek'S' v.v ap wmtNel1.46. sep n NIS rC+ 3 RI DNTA CROSS 1 NS urn NAT a:repro evT rr fa=W jffiomTa er,r rAavr W Acture ssrr sur m oat Name w mar m ww T r�ra+ws enc. av: YIIPl a u sae ws naw a.1'em Lwr rer+ap a anr•asw mu."m mA a=130)roar=w wrnwrmsAu".-m.02-12M.14, jD 4 "ORIZONTAL CROSS SECTIONS A NO 14datt o aft7--- GWING caw. are RK 5 ANCHORING O TIONS k OF-TAILS UNIT TYPE POSITNE NEGATIVE c"vaVc a9.. 6 CHDRING LOCATIONS 5L1SLE k DOUBLE W CUT SURFACE BCt_I5 OU A1. 7 UNIT CODPONENTS / 114E PANEL +50.OpsT -SO.Opst se5-2105 i. OE A1L5 & UNIT CGIAP0.4FNTS SINGSE!r musLE YNIN sufimE 60L15 69 ALTI4E wim +65,0ysf -65.0pst uatr__L ar� n cM dr 7 u ' REM DESCRIPII[7N fapT[$711L ' 1 N k III-P0.�Obom nos"Aw"MWp S ANK moil .i s x o..O tlnG s s I S x l R t , d a $L Z LVGI lH.5w.Tfi,E P.9 • 1 L n •• I e• D •p - a•• OJY IW ?�� y. 1D x a- t+ PMU TIODB far RLL J. a i0xAd4 Z $ t1f 1 f ' 1 19 13 0009 I4NG W"M SME J. r 1 Z (7 I O 75 z 1 ! l P SEE NOTE D t5 x 1.7i Y a 8 > i yppD y 1 1A 1M4 tv +n 2 1 Sx7 4 ^L t O 11111 .ti Q 1 -MDI FlIAAf U1, 1L RI cK NV90 ••��- i Su 4 RIES KNOB 1 7 SH7.� Y4r 22 %WIKSLT TIT00 LffLIES USOOLT Nxt X3 AD)MME WAM gr rjMV _ c ~ I 4 Th r 9 2 r PHI W CR 5TE O jz p i g : 1 M R EL C3 4 m cr.•,�.,z.•� SEE NOTE 2 ,I!s��a A4L B u0. A M. + N. LNMfL 41N u 4A �Rj::�!'^ T QC'}.+• B E!j IB HES A #454 aD L s 29 SIUCGVE CAUX ILWL LAMMMI, 331y�yY mj''I Bt ug V O B B■1 PIglJaS 1rD0lJ STEEL VSmsm 1 1 T— SSHT 1IFOTE 1 �__ ___ 1114-24) 1 4- FULAU INDr 4 L STEEL g#i. it 4 ;ISCIOAGE XMB SET F5 D �'�-rtraaa wralQR 1� 35 ISCHLAGE OEAMLT6D O 3�.-�C j V d mow, d 36 TJ9M a 3 n 737 1 M.D B PPG1 ASS M 39 E PJB.FM .3111AIaIL F I L " bbG AlL 4 T SEC GI In � 'r .1 GL MIN. IELIP. 40 8 x i P �r t OETJ]CS SM. 6 In GLASS Tim cs 41 1INSULATED whAl"t"tu U11J.Z5 42 KNOB WERITACE SEWS _ 43 CEWSCILI RIES 9 4 IA14E l I m N f.73v - nv. �=�• o w MIC - -'+•: 1.75'u14. PAMEL _.J,.,, 47 J u VAL 4 L P TE{L • ANEL rH& ". s; s �b c7 1 I •h "s + :� la9E� J14trsaaatuwr oD �3 ,, 9rt 511 so I i N FU SPEW STEEL O r$ MUOS t1ATWJD XMI SMW STMW FPA4E rax I ZVSS TPRp? 4 1 2 IIIS91AIE9 IpY. 8r ryKUMo u JS WE FWAE I' MIP FOR Iv s T OWNIGARD rEuper nallrfT _ _ 6 4 e. , JAW x 1 iJ1VN STEEL `� 2 4r ba n - �f�aL>'t1TNc ?+ p D d � - ONfU1.TrNT4,NC `� � v 613•x59.919] 6. X31 arc 12 1 A O 1 y,� 3� PRODUCTP6Y15C0 )ory sanmpl ,r•@SQ/rFL4199 salt- NTS 00 - UN3feS Gar '0VERTICAL CjJ ^ Ar�..c.Ea02-T211•rrc «Ac W01 OW Pnr ELOSS-S CTJDN Le ' VE4FQA1 Rf4 SIOEM SASH 11yy.. anRnxc..o- Edwrl coNlal 5-2 r95 n • 1.acr Z cs 8 -- ----- - --- --- t Ci SCE NOFE 2 r SH7. 4 F- y � 40 cr Z i. N y : 3-M"LIN, v 29 IU ! LUB• T W 28'IYAK 07 a ...,�. •._ W3 SrMiHK. .P N u•JAW. z c-si+tir �l z e•; 3 d i .z l J IICINir -j 1 S SEE tIA?TE t 7 i L143 t l0 'wa m U[L -04 w z SHT: :(4) INMW ASTR NWL RMINER BOLTS & 1 1 O J� ¢ .312"K TOTAL{7J E.D'L r T" •,.: .e p �� TOP 8(2)a.O'L. 2134 •-3f21)WW,O BOTT¢U •�r:'. �� C �}.n� 19 t•:� Fw�Z sn l! lORi20Ni R Ss sFrnpry 1!•• ���} O 3 A7 AStRA6Al BlEmIOR 17 6 "•nZ X R SET OESUN PRESSURE CMRT �'�`o o �7b N N A ! 9 SFE 1413TE > u Q3"a O MNG JAMB TO 111 SHT. 4 p n o x � E+VB 33 O 2S'MAX. y SHIP RAe. ra 16' C—SNN C C 1/1 • CYiI'Y•M W UI ACTIVE p. IU zf DETAIII n OPTIONAL SURFACE BOLTS "12/114/01 ISEE OESIGH PFESSURL'CApIu sv SEE .D£ 4 t c7 R?4iSE0 INTEI�+pR AJ.--ob strum 2 211.1� SmAil nDw� uno er: SVLN HORI ONTAi &, K TI Zt 42 CuK.ert Ri/ iRTCff JAMB TO BIfCK �! sxc[I 3 er 8 a •."moi - - -- - - - - -- - �I - SEF NOTE SEE "a rE 6 SHT. 4 8 SHT. 4 4 48 16 12 18 50 3 FS- SEE.VOTE 5 4 14 2 SHY. 4 x ffilp N 2 25 24 28 z Y ~z= h ti J a l p 0R z o SCE AvTE 5 } h A ?8 c ~ 3 94 - SHT. 4 38 z U Q M o 4 I• O �n 3 hz r tiN 4, h r ro 3i �a Z :2 � Ta (5Lo w z vw ir+''} p N O Lri �-•x 4 T z•- z N �y 13 39 � o :4uqT 40 39 7 T 37 r,� 1? T3 6 14 12 44) inu IM OIL in 0 12 I5 w Z 2 SEE N07E ry O �+ SEE KOTE 2 d7 32 0 SEE 1407E 2 vwi(a 40 2 5 R 4 o� o`' SHT. 4 SEE 1r0TE 3 SEE NOTE 6 24 SFS 4 y7 34 42 SAT. 4- A4TERIQ$ 5 SEE NOTE 6 47 SHT. 4 SEE NOTE 2 4 SEE ROTE 3 fir In b _mw S'Hi. 4 SHT. 4 SHE 4 E3 in 2 m ti w if z r HOW? 1_IS'MIN. 20 � OR/70.ti'LL+ CROSS SEC irON3'x � 4 AT 587ELRE i0 LATCH.IAMB. TYP. +t cmc ATF TO HINGE.IAMB_ TYP. EM6l .f5" MrN. SEE 0ES1GN PRESSURE CHART SEE DESIGN PRESSURE CHT o AR 4 NDT AA CGUNTERSOiK1_ SPACING FOR 15 x I'PFH SCREW ATTACHING THE WMIDJA IM ASTRAGAL TO THEO R4AUNE ODOR IS AS FOLLOWS: TOP DOWN; r,0`, 3.0', 5,0' A rux FROM THE ; ;„YB01TQM UP; 1.0; 3,0', 5.0' 20.0-do 38.75•7. SPACWG FOR /e x r 1/2'PLASCRELY 1S AS FOLLOWS; TOP& BOTTOM;(2)SCREWS 3.0'IN FROM EACH HORIZONTAL CORNER. FROM'THE TOP OF THE FRAME DOWPI29 JBON THE SIDES, 3.0; 13.0', 26-0; 39.0; 52.0"& 63.0".3. SPACIhIG rm BRAD mat NAIL'3/C"L. ATTACHING THE QUARTER RuLUIO TO THESIDELTTE IS AS FOLLOWS; TOP A BOTTOM; r,2S' IN FROM EACH HORIZONTAL CORNER WITH (r)MORE NAIL rN THE MNDlE. SIDES; 1.25'FiROM EACH END & SIX 1r0RE EQLAUY SPACED ONTHE FIELD.4. PFH WOOD SSHEN ICREW. NT`ENNG?ME T ATTACHNC THE STRIKE PLATE TO THE JAMB AND KE PLATE TO THE JA)48 AND GLICK USE 18 x 2 SUWJFE JAMB AitLI THE MULLION USE xB x 2.'PFN TWOOD SCREW, ^ iS�E 5. SPACWG FOR JS x 2,5" PFH WOOD SCREW ATTACHING THE MULEOONS TOGETHER IS 6ATERIGR .s IFAS FOLLOWS; S.0' FROM EACH VERTICAL CORNER WRT` (4) MORE SCREWS EOUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH S,ERTICAL M4JUI0N. 6. THE SIDELITE S SECURED 1X1`1 THE SJOEUTE JAMB W1TO SILICONE CAULK ON THREE 17 STOES & 3/8" x 3J8 1/4 ROUND & BRAD rRIM MAIL : 3/4"L. a, 4 40 SEE : SEE DETAIL F" SHEET 5 SEE DETAIL SEE DETAIL G SHEET 5 G SHEET 5 ti b.0" 6.0" .3.a" S.4' 3' 3" 3' t 6.0"--j 3,0' �' I z t -L. r� 1� o o ej TYP. 3.0 TYP, 3 d P n^� ! TYP. TYP h ti y SEE `� O�-lr DETAIL TYP. o SFE OFTAJL .r c J SHY t y ^ x z �c H SHEET 5 n vi 5 _ _ -� Q a ' c ON L13 SEE PJOTE m _ 7YP, 5 SHT. - - cc cn Q, O A { IYP. _ C D 7YP. C3 1rL n a X50 �a o o „�� E 4 v'' coo � ti. tu E TYP. f B E G i [ I t"�NPI 1 I-1-1 4mLo } Ilk0 a- y 3' 3A" SEE DETAIL K SHT. 5 W DQU DOOR DOOR W-WELITES ANC•HH Rlr•IG,LOCATIONS Q z 1 AM re LOCArMS N b S 4SEE SK NOTE ASTRAGAL RETAINER BOLT s SAr. s HglES MUST 8E DRILLED o$2 THROUGH THE THRESHOLD INTO THE MASONRY NOTE { DEEP ENOUGH FOR A 2" THROW SHr, a SEE NOre UETA IfH i SW_ 4 srRIKE avaE ro SCPaFACE BOLT WI WDJAAiBER ASTRAGAL Lo 57SW PIAIE. 61]6599797 u G o PAD6ViTN6Y1SE0 �o DETAIL C DOOR a4�yrsL?nhAt5nE7�cik o+�,77 r75 1 P- i0 JAM85 8 DOOR SEE NOTE 7 SHT_ d suRrACE 6OLr » D R DETAIL K SJ L � ":.sre 1VLN z DF191L F HEAOER�WL Pe tr` STRIKE PLATES TO JAMBS WWW AMBE RSYRAGAL prtsvra�mrtu�l �� yj Wll,IO t"8 AL SEE NOTE 4 SHT. A RETAJNE�pR�pB�OLT HOLES i I F4ap jg p� ofc er 7{V! RETAINER BOLTS HEADER OPf fRIKE SPULRFACE ca�xc uv.: 57RIKE PLATE & OPTIpNA L BOLT S kin`m:n 5-2195 SURFACE BOLT STRIKE PLATE t` o a - o - - --- - - - ---- - - N � c� O SEE OE-rAlL 'ti"' SHEET 5 SEE DETAIL r—� SEE OETAL C3 3" 3„ rd C SHEET 5 O SHEET 5 ED ' 8" b" 33" 6" s.. M ti Io {� rrn. - o ws ca 1YP. • SEF 7 _ 3 Z C3 F TYP. TYP irl v1 r4 0 ri `° DESA ^ ao r* ONLn O � -�a— 5 - ron I `I n 2= v �n LU cl 0 EL SEE DETAIL n ri In r m. - H SHEET 5 o SEE NOTE _ n 0 5 SHT. i LU SEE NOTE "� _ TYR � �- 5 SHT. 4 cm ag 3 ua TYP TVA to T(P•, TYP. P —r Ig3 o is CD r2i t 3 3.. 3" 3. 6 y SEE OETAIL • . •x"smr. s DOUBLE DOOR lY/SIOEL)TES ANCHCRIND LOG41TGV5 SINGLE R AMCHORING LOCATIONS � � z � a ^oma N r. 1- N 4 O hL` p v z V wauuLWG CO.9HLTAN75_to. 81].659.9197 N V � o►n: 12 17 D: PRODUCT "Ode scmr, � Qmapfilq.eG!sM:FLridr :1D b 111 , ONG.Br_ SYLm itacFtsoGnc 7 ftpirt U. } cxK.er: RSY Ka.- s-205 a:5--2145 h11,m1 errCsar ' sx[rr E nr 8 ti 0 d+ ri d� _ o 0 -- --- -- ------ - - -- -- -- ------------ - ---- - - - ---- -- - - ---- - - ---- N � V x ' - AS7WACAL HAS ? h f (2) 8 0'L. x J 12" &A. � Z Em > N 60LT5 46 BOTTOM & N ti (2) 8 0"L x .312' DIA. m h a 1 sti PmT5 a TDP Oilit 113 FOR x ORILL TRU WOOD FRRkr PFH WOOD DRILL TRU FOP. W�� 2 4 (1 LALA7rJl cTIL ,-1.707" SCREYI ZPLCS ,35?'OA. AWRACAL �s CF 3 SQ UVJ ?B RETAINER BOLTS 5 �a z ASTRAGAL i13ti�1AWS1ri4'A W 2 3= �--1.67" W MAIAl19ERB WR66J ST&K NATE Ifl j14R T�6060 fciiminFr► es rruryL�w STEEL PLATE 1.68 4.5fi2� 1 1 Cl! oa~ � .156't ynlf .d5" So r o e R VOL4l5 �CAP � m a BY i&1P RWL -0511 USTABL WALL Cf 13 I I 1N�WIHC ODOR 801TOId !+MGM SI $7 SWEEP EXTRUDE VINYL y„ .060" THK WALL TW_ .25'—{ v"'qi fljtzd v W! 3ca v o N 140" 5Z5' to O O �_ � COAtPRF'S�I�OiV WFATIiERSRTIP ` ^�' —-- 4562" —e t+! S�Hi� l 4-LQN G1a5 8S0 '1�.09?" o w w vl (� 1----1.73-� i x a STECL DOOR HI'NGF z z - V "? 1IE fTHREDOQR .047" THK. STEEL BY HACER WISIDELITBOTTOM SEAL STEEL FACE ti N 11.875' 8Y&PERK .051- WALL THM. Ir 4 1 a CJA. VARIES W/LOCK USED �o � � z Lcc su TNJT6,rm N r 15 815.439_9197 7/000 LOCK 6LQQi 1 71' JHK :V 'O � ,� rsoourl xsvtsca rwn: f 2 1 d 91 V �mm�yhMewm WeS7vA.L s.,ae NTS psl9hg Cadc en YYI,N o Drle 1:5407 coK.m: FIV $URFACF BUT WES-25- STEEL MODEL 45d) S-2195 i� srrt[r 7 or, N d' p� N b , 2 --��--125' 49 53 •zx 29 - H 56 p .125" TEMP. Z m GLASS ^ ►� EXTERI rd .75"AIR SPACE M 2.4373 36 �--1.75"—� ; Z� Z 2.523" LU - O LITE FRAME ODL jRNJTY LITE FRAME HP POLMOPOLENE "= .125" TEMP (THERMOFlL-P5-3OFM0J91) CUDDY EU-5067 CLASS 1/2" CLASS FRAME <<L _75' STE£!. INTERCEPT I RJ x- c? U l T/8" GLASS J7iAA1E dy SPACER 29 .5" GLASS {�. GLAZLYG DETAIL B� 1'INSULATED TEMEPERED GLASS 2 ML TRINTIY LITE FRAME SEE NOTE 9 ��- z.n SHL 4 os w..:_ I U2 2.4335'--1 d9 �y t^ 1GLASS ILAW. o,� 2 0`� 55 1.75" Sd G o*, �+ i LITE fRAWE ODL :•^'' ^v �co 2.52 T' ;:_;=• a HP POLYPROPOLENE 'i:. ' ;'.•;':+• : � BIL1F S 3` D (THERwom-P6-30Fk10381) 4 I' GtASS FRAME TRWITY I-TE_FRAME -:•.'iC:'i:�;is 25" '-� _} ac3 �m J LUPDY EU-5007 _.•x, !._ :v A1R SPACE �} I" GLASS FRAME �:•�: ;.s.:; 1141EE ilxl � - 25" STEEC a rn INTERCEPT SPACER 29 .125" TEMP. �� e M 8 49 .5" GLASS BITE GLASS o�U i 30 Y 4. .75E SEE NUTE 9 9 3041 SHT. 4 In N N J 7 9 0 GLA_71NG DETAIL N 125" TEMP. 1/2" JNSUCATED 7EMPERED GLASS a a :::.• - L' c� EXfERLOR - GLASS EXTERIQR TRINITY LRE FRAJJE .75" AIR SPACE ~n o M . t 125" TEk(q . EL , masu_ru.rs-nG GLASS ela.es9.e+9� +p GLASS .75" STEEL INTERCEPT tNTERJOR a: INTERIOR SPACER mmmicruLv Lo 12/17/01 2 - Aaempbftwonsfum swL- N.T.S. 2 .5'• GLASS 917E 2 5"CE gp�gp:ft cac. sr NLN SEE N07E 3 AO GLAZJNG DETALL FOR OOQR PANE+ SEE NATE 3 4 817E 1 ZI C DETAIL DOOR PANEL 61¢-11.Da�� Slit, 4 Ar SIDELITES 1/8" TEIIPLTLEU GLASS Ste' S I�SULATEO 7EJ.IPERED GLASS mx hG SEE DESIGN PRESSURE CHAR7 1�ted e.f.nert �runs n�. SEE DESIGN PRESSURE CHART 5-2195 (OPTIONAL PANEL GLAZING) ye. 8 or a a� m V • J l Ak Architectural Testing p� APPROVED 4MBUR.DING O, ACH OFFICE FEB 1 ' 2�D 101/I.S.2/NAFS-02 TEST REPORT Rendered to: ATRIUM WINDOWS AND DOORS SERiES/MODEL: .10/1000/1100/3100/8100 SHHP/DWHP TYPE: PVC Single Hung Window c ATI Report Identification: 0145626.04 Report Date: 05/13/04 Expiration Date: 06/17/07 130 Derry Court York,PA 17402-9405 phone: 717.764.7700 fax 717.764.4129 www.archtest.com Architectural Testing 101/LS.2/NAFS-02 TEST REPORT Rendered to: ATRIUM WINDOWS AND DOORS 300 Welcome Center Boulevard Welcome,North Carolina 27374-1869 An Report Identification: 01-45626.04 Test Dates: 06/09/03 Through: 06/17/03 Report Date: 45/13/04 Expiration Date: 06/17/07 Project Summary Architectural Testing, Inc, (ATI) was contracted by Atrium Windows and Doors to conduct performance testing on two Series/Model 10/1000/1100/3100/8100 SHHP/DWHP,PVC single hung windows, The samples tested successfully met the performance requirements for the fallowing ratings: Test Specimen #1: H-R30 1219mm x 1981mm (48"x 78");Test Specimen#2: H-R50*914mm x 1880mm(36"x 74")rating. Test specimens description and results are reported herein. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Procedure: The test specimens were evaluated in accordance with 101/I.S3lNAFS'-02, North American Fenestration Standard, Voluntary Performance Specification for Windows, Skylights, and Glass Doors. Test Specimen Description: Series/Model: 10/1000/1100/3100/8100 SHHP/DWHP Type: PVC Single Hung Window Test Specimen#1: H-R301219mm x 1981mm(48"x 78") Overall Size: 1219mm(4'0")wide by 1981mm(6'6")high Interior Sash Size: 1137mm(3'8-3/4")wide by 972mm(3'2-1/4")high Screen Size: 1105mm(3' 7-1/2")wide by 965mm(3'2")high Overall Area: 2.4m2(26.0 f) 130 Derry Court York,PA 17402-9405 phone:717.764.7700 fax: 717.764.4129 www.archiest.com 01-45626.04 Page 2 of 8 Test Specunen Description: (Continued) Test Specimen#2: H-R50*914mm x 1880mm(36"x 7411 ) Overall Size: 914mm(3'0")wide by 1880mm(6'2")high Interior Sash Size: 832mm(2'8-3/4")wide by 91 lmm(3'0")high Overall Area: 1.7mZ(18.5 fe) The following descriptions apply to all specimens. Finish: All PVC was white. Glazing Details: All glass utilized 314" thick insulating glass fabricated from two sheets of 3132" thick clear annealed glass and an InterceptTM spacer system. The active sash was exterior glazed against dual-sided adhesive foam tape and secured with PVC glazing beads. The fixed lite was interior glazed against dual-sided adhesive foam tape and secured with PVC glazing beads. All sash and fixed lite glazing corners were cap sealed using silicone. Weatherstripping: Description Quanti Location 4.7mm(0.187")backed by I Row Sill 6.4mm(0.250")high polypile with center fin 4.7mm(0.187")backed by 2 Rows Stiles 6.4mm(0.250")high polypile with center fin 4.7mm(0.187")backed by 1 Row Bottom rail 14mm(9/16")high dual vinyl leaf seal 4.7mm(0.187")backed by 1 Row Interior meeting rail 4.8mm(0.190")high polypde with center fin Frame Construction: All frame members were constructed of extruded PVC with mitered and welded comers. The fixed meeting rail was sealed and fastened with one#8 x 64mm (2-1/2") screw per end 0145626.04 Page 3 of 8 Test Specimen Description: (Continued) Sash Construction: All sash members were constructed of extruded PVC with mitered and welded comers. Screen Construction: All screen frame members were constructed of roll-formed aluminum. All corners were square-cut and secured using plastic corner keys. The screen mesh was secured using flexible vinyl spline. Hardware: Description Qmliiv Location Block and tackle balance 2 One per jamb Metal cam lock with 2 203mm(8")from each adjacent keeper end of meeting rail Plastic tilt latch 2 Ends of interior meeting rail Metal pivot bar 2 Ends of bottom rail Sash stop 2 Top of each jamb Drainage: Sloped sill Description ua ti Location 13mm(1/2")by 2 102mm(4")from ends of bottom rail 5mm(3/16")weepslot Reinforcement: Aluminum reinforcement was utilized in the fixed meeting rail (Part #7407116800), active meeting rail (Part #7406116840), bottom rail (Part#7404116800),and stiles (Part#7409116800). Installation: The window was installed into a Spruce-Pine-Fir#2 grade wood buck. Each jamb was secured 102mm (4") from each end using #8 x 38mm (1-1/2") panhead screws, two per jamb. The interior and exterior perimeters were sealed using silicone with 152mm (6")gaps at each interior sill/jamb comer. 01-45626.04 Page 4 of 8 Test Results: The results are tabulated as follows: Test Specimen#i: H-R301219mm x 1981mm(48"x 78") Parasraoh Title of Test-Test Method Results Allowed 5.3.1 Operating Force(ASTM 2068-00) Initiate motion 116N(26 lbs) 200N(45 lbs) Maintain motion 98N(22 lbs) 135N(30 lbs) Latches 22N(5 lbs) 100N(22.5 lbs) 5.3.2 Air Infiltration(ASTM E 283-97) @ 75Pa(1.57 pso 0.86L/s/mZ 1.5L/s/m2 (0.17 cf nli P (0.3 cfm/fl max.) Note#1: The tested specimen meets the performance levels specified in 101/I S 2/IYAFS-02 for air infiltration for the R performance class. 5.3.3 Water Resistance(ASTM E 547-00) (with and without screen) WTP= 140Pa(2.86 psf) No leakage No leakage 5.3.4.1 Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 7201?a(15.0 psf)(positive) 9.7n-an(0.3811) No damage 720Pa(15.0 psi)(negative) 9.lmm(0.36") No damage 5.3.4.1 Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the stile) (Loads were held for 52 seconds) 720Pa(15.0 psf)(positive) 7.lmm(0.28") No damage 720Pa(15.0 psi)(negative) <1.0mm(<0.01") No damage 5.3.4.1 Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the bottom rail) (Loads were held for 52 seconds) 7201?a(15.0 psi)(positive) 1.0mm(0.04") No damage 720Pa(15.0 psf)(negative) 10.7mm(0.42") No damage 01-45626.04 Page 5 of 8 Test Results: (Continued) Test Specimen#1: H-R30 1219mm x 1981nun(48"x 78")(Continued) Paraerranh Title of Test-Test Method Results Allowed 5.3.4.2 Uniform Load Structural(ASTM E 330-97) (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 720Pa(22.5 psf)(positive) <1.Omm(0.02") 4.3mm(0.17') 72OPa(22.5 psf)(negative) <1.0mm(0.01") 4.3mm(0.17') 5.3.4.2 Uniform Load Structural(ASTM E 330-97) (Permanent sets reported were taken on the stile) (Loads were held for 10 seconds) 720Pa(22.5 psf)(positive) <1.Omm(<0.01") 3.8mm(0.15") 72OPa(22.5 psf)(negative) <1.0mm(<0.01") 3.8mm(0.15") 5.3.4.2 Uniform Load Structural(ASTM E 330-97) (Permanent sets reported were taken on the bottom rail) (Loads were held for 10 seconds) 720Pa(22.5 psf)(positive) <1.0mm(<0.01") 4.3nun(0.17') 720Pa(22.5 psi)(negative) <1.Omm(<0.01") 4.3mm(0.17') 5.3.5 Forced Entry Resistance(ASTM F 588-97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 through A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 5.3.6.2 Deglazing Test(ASTM E 987-88) In operating direction at 32ON(70 lbs) Top sash-top rail 2.3mm(0.09")/11% 18mm(0.73")90%o Top sash-bottom rail 2.5mm(0.10')/12% 18mm(0.73")/90% Bottom sash-top rail 0.51mm(0.02")/2% 18mm(0.73")/W/a Bottom sash-bottom rail 0.5lmm(0.02")/2% 18mm(0.73")/90% 01-45626.04 Page 6 of 8 Test Results: (Continued) Test Suecimen#1: H-11,301219mm x 1981mm(48"x 78")(Continued) Parag h Title of Test-Test Method Results Allowed 5.3.6.2 Deglazing Test(ASTM E 987-88) In remaining direction at 230N(50 lbs) Top sash-left stile 1.3mm(0.05")/6% 18mm(0.73")/901/o Top sash-right stile 1.3mm(0.05")160/o 18mm(0.73"Y90% Bottom sash-left stile 0.5lmm(0.02")/2% 18mm(0.73")/90% Bottom sash-right stile 0.51mm(0.02")120/o 18mm(0.73")/90% Optional Performance 4.2.2.5 Water Resistance(ASTM E 547-00) (with and without screen) WTP=36OPa(7.50 psf) No leakage No leakage Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 144OPa(30.0 psf)(positive) 19.0mm(0.75") No damage 144OPa(30.0 psf)(negative) 20.8mm(0.82") No damage Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the stile) (Loads were held for 52 seconds) 144OPa(30.0 psf)(positive) 16.8mm(0.66") No damage 144OPa(30.0 psf)(negative) <1.0mm(<0.01") No damage Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the bottom rail) (Loads were held for 52 seconds) 144OPa(30.0 psf)(positive) 1.5mm(0.06") No damage 144OPa(30.0 psf)(negative) 20.3mm(0.80") No damage Uniform Load Structural(ASTM E 330-97) (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 216OPa(45.0 pso(positive) 2.Omm(0.08") 4.3mm(0.17")max. 216OPa(45.0 psf)(negative) 3.6mm(0.14") 4.3mm(0.17")max. 01-45626.04 Page 7of8 Test Results: (Continued) Test Specimen#1: H-R30 1219mm x 1981mm(48"x 78")(Continued) Parasranh Title of Test-Test Method Results Allowed Qptional Performance: (Continued) 4.2.2.5 Uniform Load Structaral(ASTM E 330-97) (Permanent sets reported were taken on the stile) (Loads were held for 10 seconds) 216OPa(45.0 psi)(positive) <1.0mm(0.01' 3.8mm(0.15")max. 216OPa(45.0 psi)(negative) <l.Omm(0.01") 3.8mm(0.15")max. Uniform Load Structural(ASTM E 330-97) (Permanent sets reported were taken on the bottom rail) (Loads were held for 10 seconds) 216OPa(45.0 psf)(positive) <l.Omm(<0.01") 4.3mm(0.17")max. 216OPa(45.0 psf)(negative) 2.8mm(0.11") 4.3mm(0.17")max. Test Specimen#2: H-R50*914mm x 1880mm(36"x 74") 4.2.2.5 Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the meeting rail) (Loads were held for 52 seconds) 240OPa(50.0 psf)(positive) 19.0mm(0.75") No damage 240OPa(50.0 psf)(negative) 20.8mm(0.82") No damage Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the stile) (Loads were held for 52 seconds) 240OPa(50.0 psf)(positive) 16.8mm(0.66") No damage 240OPa(50.0 psf)(negative) <LOmm(<O.01") No damage Uniform Load Deflection(ASTM E 330-97) (Deflections reported were taken on the bottom rail) (Loads were held for 52 seconds) 240OPa(50.0 psf)(positive) 1.5mm(0.06") No damage 240OPa(50.0 psf)(negative) 20.3mm(0.80") No damage 4.2.2.5 Uniform Load Structural(ASTM E 330-97) (Permanent sets reported were taken on the meeting rail) (Loads were held for 10 seconds) 360OPa(75.0 psf)(positive) 3.3mm(0.13") 3.3mm(0.13")max. 360OPa(75.0 psf)(negative) 2.5mm(0.10") 3.3mm(0.13")max. 01-45626.04 Page 8 of 8 Test Results: (Continued) Test Specimen#2: H-R50*914mm x 1880mm(36"x 74")(Continued) Paragraph Title of Test-Test Method Results Allowed Optional Performance: (Continued) 4.2.2.5 Uniform Load Structural(ASTM E 330-97) (Permanent sets reported were taken on the stile) (Loads were held for 10 seconds) 3600Pa(75.0 psi)(positive) 2.5mm(0.10") 3.6mm(0.14")max. 3600Pa(75.0 psf)(negative) <1.0mm(<0.01") 3.6mm(0.14")max, Uniform Load Structural(ASTM E 330-97) (Permanent sets reported were taken on the bottom rail) (Loads were held for 10 seconds) 3600Pa(75.0 psi)(positive) <1.Omm(<0.01") 3.3mm(0.13")max. 3600Pa(75.0 psf)(negative) 1.0mm(0.04") 3.3mm(0.13")max. Detailed drawings, representative samples of the test specimen,and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced,except in full,without the approval of Architectural Testing,Inc. For ARCHHMCTURAL TESTING,INC: 7t� 4s _ a d(ArY 3pdbW J�artir0.G�boch OIp16�y ApMOby:JeMIS&Pad Jeramie D. Grabosch Joseph A.Reed,P.E. Technician Director-EngineeringTroduct Testing J OMM 01.45626.04 sl14161 f 8 M DOCUMENT CONTROL ADDENDUM#0145626.00 Current Issue Date: 05113104 Report No.: 0145626.01 Requested by: Kent Woodward,Atrium Windows and Doors Purpose: A 1011I.S.2-97 testing on two Series/Model 200 Replacement SHDW,PVC single hung windows. Issued Date: 08112/03 Comments: Certification copy to John Smith at Associated Laboratories,Inc. Report No.: 0145626.02 Requested by: Kent Woodward,Atrium Windows and Doors Purpose: 10l/LS.2/NAFS-02 testing on two Series/Model 200 Replacement SHDW, PVC single hung windows. Issued Date: 08/14/03 Comments: Certification copy to John Smith at Associated Laboratories,Inc. Florida Professional Engineer review and seal on report. Report No.: 0145626.03 Requested by: Kent Woodward,Atrium Windows and Doors Purpose: Revision of Report No.0145626.01. Issued Date: 11/24/03 Comments: Added Florida Professional Engineer review and seal. Report No.: 0145626.04 Requested by: Kent Woodward,Atrium Windows and Doors Purpose: Revise Report No.01-45626.02. Issued Date: 05/13/04 Comments: Added Series/Mode18100 to report. Certification copy to John Smith at Associated Laboratories,Inc. Florida Professional Engineer review and seal on report. -486-4710 1699-INSTALLED SALES P 1/2 Peb 04 05 08:41a City of Rtlantic Beach Bu 904-247-$845 P. l CITY OF ATLANTIC"BEACH, cc: BUILDING/ZONING0R�.R Tri3' r 800 Sentinoic Road f7oerr y::, ^.i i•: Adanik BCacb.fkMri&32233 (904)747-SMA FEB 1 1 00 R1� (904)147-5845 fax t!t� www,coab.us �: - PLAN REVIEW COMMEN� - - FEB 0 d 200 Permit Application# 05 - 29 4=•65, By: Property Address: Applicant: �,'✓� m� Project: � 1?L LA—)e►.M9ShL This permit application has bees: M Approved Reviewed and the following items axed attention: -A oil `U c� Please re-submit your appbc ' a',Vhen these ite a been completed. WY Reviewed By: L'�" bate: 7- • - DEPARTMENT OF BUILDING 4286 � CITY OF ATLANTIC BEACH. FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 2/7, 19 8 TL 11 % 550,00 5.00 Valuation$ Fee $ This permit not valid until above fee has been paid to City Treasurer, and is '" '''to abject to invocation for violation of applicable provision of law. S•»��--, i =' -°�`-�• This is to certify that 0. rlarshall Dutton =71 has permission to build a Storage Shed add fence according to Alms submitted. ClassificationResidential 07- e__ Owned by O• Marshall D$tton Lot Block S/D House No According to approved plans which are part of this permit r NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE x �______� ► 0 Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up and hadled away by either contractor or owner. I Bill lei. Davis Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL $EWER WATER ate► � Date..._ CITY OF ATLANTIC BEACH Permit Valuation=.1 .. - ........ _ . FLORIDA House 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 speed or not. The Contractor or Owner-Builder who has been issued a Buildings Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlanfic Beach,Florida. To prevent delay or embarrssment 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.......... .. .:.........._-..._----_------ ��«t� Owner .....-M• (?�S F{�......L-----•.....--�-•�......-�- ......-•----.Address-L.2.6.../ !� O L•l t ..S.r:..Telaphoa• No ` --. Architect..............................................................--..............................Address,......................._........._._....._._. «._.T•kphon• No..-._.._................... ContractorBuilder......•........................•----....._..--------••-....•---.....--•.......Address..........---•--------_-_._.............p...---------•--..Telephone No-........................... Lot No..----------1�--- 2- ................Block No................................Sub Division.....�.�U:L-`�(lam .......:.....-----.-«......_....... one_................ ............................--- ..........................Street_.......................-Side Between...........................................--.......and.__.............-_.....-......._....._.._......... Sia. Valuation $...... ? ............For what purpose will building be used....u !-O Y-------------Type of construction._. !� Z .. .._... J -. .:....... ..J-•-0 n... ....------81" of Footings..............••-............... Dimensions of Building..--.._. Dimenaione of Lot .. 6-- Size of Piers....:...............................Size of Sills................................Greatest Sill Span in ft........_.................Type Roof.............................._._.. How will Building be Heated?................................. ......................Will Building ding bs on Solid or Filled Ground?.......................... Size of Ceiling Joists........................................... Distance on Centers............................................ Greatest Span............. Size of Floor Joasts..............................................Distance on Centers........... ................................ Greatest Span.................................... " Size of Rafters....... .....................•......__..._ ,_..,Distance on Centers ...... ....:.../....................... Greatest Spam " This rectangle is to represent the lot Locate the building or bailInf in the �ri ht position. Give distant• is feet from lot-lines and existing baildings7 Two copies of'plans and specifications shall' be submitted with application. o Inspections required. I. When steel Is In place and ready to pour footing. r F, L When steel Is In place and ready to pour columns and/or lintel. 8. When steel is in place and ready to pour beam. ,7 4. When framing is completed. 5. When rough plumbing is completed,and ready`to cover up. 6. When septic tank drain field or sewer is laid but before it is ov W ?. Electrical inspection by City of Jacksonville. e L Final inspection. J Note: In case of any rejection,re-inspection 3fUST be called for qA%W corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work In accordant• with the attached plans and specifications, which are a part hereof, and In accordance_with the building regulations of the City of Atlantic Beach, Signatureof Builder__ — Addre s..._..._-_--._.-----_........................................................................... Signature of Owner......v�:.... ........----•-••--....««.... �`� �' Addrew..._ ._« __-.«.._......_._......._«................................ .....« i a P DEPARTMENT OF BUILDING 4162 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. 4` PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 9,/27 1912_ 35,345.00 100.00 Valuation$ Fee S This permit not valid until above fee has been paid to City Treasurer, and is l subject to revocation for violation of applicable provisions of law. This is to certify that Lewis Taylor has permission to build s/f DwelliAR 1 Classification IZesidential Zone Owned by 54${s Taylor Lot 642 Block S/DSalt Air House No 176 Malmlia Street According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE ♦ 0 ► 0 Building material, rubbish and debris i from this work const not be placedis public space, and most be cleared np � and hauled away by either contractor or owner. R: Bill M. Davis Ilnllair� .:J L FOR.OFFICE PERMIT DATE CON71aidTOR I Iii/P409 USE ONLY NUMBER PLUMBING w ELECTRICAL SEWER WATER Date..............^..'�."..�?._.lp ?2 - Permit�k... �.t�e�..Fw CITY OF ATLANTIC BEACH Valuation;.. �.!3�,�, ............._....... FLORIDA goose APPLICATION FOR BUILDING PERMIT ,1 .�.��-,r��_.�... s� Application 4s 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 Bomb, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Buildings Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. , Date... .. ._. .... ..:._L,��................ 1it_7 Owner. f s = 1, .1.5_,�.-------------------------Addreas �1 G? !..,�. .1.`1� --..... 4�-...Telephone No.r.33-_tJV S.3 Architect..CV'.:�14.A.d.... .t1';Il..✓.1.�:........................................Addresa,/ r.Z1A.r,(.-E JCWC14.........Telepbone No............................. Contractor Builder_./'�f1�. ._ �.. a(. _�f�:y._.�.R,-------------------------Address_ �5w..�:f.�......�/._3-�•........Telephone No............................ LotNo.... --------------•----•--------.BlockjNo................................Sub Division57'7z7-'/- /J ` I .!,7�1i` ._._::.,t / T.jG 1 ttCk{Zone............... t�.....-----------Street......W-.........Side Between... /ALL. ...........................and---,5 ........Sts. as Valuation ;. .- ._-For what purpose will building be used.... ..................Type of constauction..f/w'km�................. Dimensions of BuildingDimensions o!Lot.,����Lot.-5�.O--X..... f� . ----- ..........Size o! Footings.c ..��. U.//.. .......... Size of Piers....................................Size of Sills................................Greatest Sill Span in ft...........................Type Roof.-:t12t.N.. ./S......_..... How will Building be Heated?....--CIAZC..........................................Will Building be on Solid or Filled Ground?..Su.lr..�._............... Size of Ceiling Joists....................... .............. Distance on Centers----.........-----.......................... Greatest Spam......................................._.. " Size of Floor Joists.............................................Distance on Centers.......... ................................. Greatest Span...................... " Size of Rafters...................................................-.,Distance on Centers........ .................................. Greatest �Spaan............................................ " is to resent Locates the building or buildings inn Rhee ht position. Give distance in feet from rig all lot eatil existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. '3 1. When steel 1s in place and ready to pour footing. L When steel is in place and ready to pour columns and/or lintel. S. When steel L In place and ready to pour beam. 4. When framing is completed. C } 5. When ro ugh Plumbing is completed,and ready to cover up. W � W 6. When septic tank drain field or sewer is laid but before i s covered. 7. Blectrical inspection by City of Jacksonville. +a'� S. Final inspection. Note: In case of any refection,re-inspection 31UST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached p and specifications, which ars a part hereof, and in accordance,with the building regulations of the City of tic Beaciz�.. / Signature of Build .. .... .._..._.._.._.... Addressl , f. !/# ((..�t? J`I, .,!�f�r�: ............ Signatureof Ownerr..............-'Z-.(................................................_ Addrsas.................................................................................................... f FOR S^�.ak�"W*.�,.k`S�� 'fit :�.L'f.�•.�a d 9 a 7— 79 PLUMB INC il Mhk- MASTER CITY/CMMY OCCUPATION4L LICENSE NO,,,__ &rrATE CAGa1F4`'Jb I16'IC'91.'E WILDER JR GoitremC"'ron, T'Y�T OF BUILDING— f � f` a➢.:4. ; g" ,: ,t �s ,y�A { � wa �",yT U "41M CITY OF ATLANTIC BEACH WATER CONNECTION CHARGE DATE LOCATION PLUMBING FIRM MASTER PLLR48ER BUILDER OR CONTRACTOR g���4*!ol,"ft)_____ TYPE OF BUILDING BATHROOM GROUP CONSISTING OF SHOWER STALL, DOMESTIC (2 units) WATER CLOSET LAVATORY & BATHTUB BATHTUB (WITH OR WITHOUT OVER SHOWERS GROUP PER HEAD (3 units) HEAD SHOWER) (2units) SURGEONS OINK (3 units) BIDET (3 units) _-FLUSHING RIM SINK (Sunits) COMBINATION SINK AND TRAY (3 units) SERVICE SINK TRAP STAND (3 units) —COMBINATION STNS! AND TRAY W/FOOD DiS. POT, SCALLEk.' SINK (4 units) (4 units) URINAL, PEDESTAL, SYPHON JET DENTAL UNIT OR CUSPIDOR (I unit) --BLOWOUT (8 units) DENTAL LAVATORY (I unit) URINAL, WALL LIP (4 units) DRINKING FOUNTAIN (k unit) _.URINAL STALL, WASHOUT' (4 units) DISHWASHER (2 units) URINAL TROUGH EACH 247. SECTION 2 units FLOOR DRAINS (1 unit) WASHING MACHINE RES, (3 units) FITCHEN SINK (2 units) jWASH SINK EACH SET OF FAUCET KITCHEN SINK W/FOOD WASTE GRINDER -"-'-2 units (3 units) LAVATORY (1 unit) WATER CLOSETS, TANK OP (4 units) LAVATORY, BARBER, BEAtITY PARLOR WATER CLOSETS, VALVE OP (8 units) (2 units) TRAY (2 units) LAVATORY, SURGEONDS (2 units) CITY OF AWANT0 MCH 716 OCEAN MUM= AT-LMTIC BEACH, FLOVADA ADDENDUM TO BUILDING PLAN 1. P&Waq Watt= 2. The ntrachmd plan rox the obave bus idug is approwed vubjpct to mmeting the folLowinq *PpWable cat%st:r-uctian requirtmle)lxe. 6. fnotAap Vall be continuoua monolithic concrete snaer extaiior valls, MptitaW with two UK dotorned reinforcAng rodn tot ovn-mtory beAldlogs and kht"o 5/8'' dof"4,0*6 r"inforniny rods for two-ituty batidings- Ra tntorcing rods shall bA placed i" W. Lowe t ono-lbird of the tootiiiqa, pcopoirly pltwod and AnteW on meed na44les Frith wire, Footinga Asha:it bo six L6,bpw QW on cacti fl-t'ro r k-tA vftl I amour , uhall be at least e1qbt Acbes thick and shall r*al on fits unit 6t 44vt twelv#i inaboo bolow uAntutbad aotl, b. in hollon masonmumb conotzVetion, n4ch wc 0011 shall t)# witb *t' 100-00-40. Zber and taxp#�,d w1th roncrfist e; tench. ratntorcinq Shall b� prop�qrty tiod lots th"k V<-K)tf.npl ftod' o: All wood tiusa ratteva (toot conatpuctiall, whn-L Lw, uv�cxj,roly tastanod t.n t-he or ex!Pu, d. Conatroattan of apacby one-famlly dwW&qF, which are dupltcatav or Intensely aimilar. shall be avoided. Such ukallawy norstd2ru the extoinn! configuratinzi noti 'J-Ppeer*iol'�-'e (ve, roof. 00twr W*Jtmmista. Vindow We *no deatyp. and Whor like charactezistIcs; al strunurpn on nvcara with the towegalag. almlint or doplicato homes shall not be c"nstructed Whin alvRo proximity of aka<;: other, and WI L be at Lew 500 knot apaxt t any one stwilar dwPiling is vialbEs ttom tny other similar dwellinn. P, The tin& betvoKs the Quo* plambtoy NOW and the lawot SOW00 04A ploro'�'Vy HOW rest to Loopowtod by YNO City h6fory IsmocW Voky malsq0t The andstsQ00d Woby cettifies tl"iat 110 boo r*Ad rho above *ad unsprotaAdR Wt 00 WPOW to prWIdV000 Wet Mny =QMry Matl* W AM P1000 aflO OPOCKKA00no mod bqxees to comply with the moot rat WA b0doodum,, DEPARTMENT OF BUILDING 4177 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 9128 197 Valuation f LUMBING Fee$10.00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of lar. This is to certify that JIH MANGRUM PLLTM'BING CO. has permission to build install I s1nk,2 lavatories.I bath tub,2 41022ap I shower,1 dishwasher,I wahhing nachine. ,1 water,�,�4pater,I ClasaificatirPaidential lone zi Owned by— 221-rywi S TaV]nr I,ot 6+2Block S/D Salt Air House No. 1?6 Magnolia Street According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SI%MONTHS AFTER DATE OF ISSUE .4 0. ► O Building material, rubbish and debris ZI from this work moat not be placed in public space, and must be cleared up and hauled away by either contractor or owner. Bill M. Dams Buildim Official. FOR OFFICE PERMIT D USE ONLY NUMBER ATE CONTRACTOR y PLUMBING k ELECTRICAL SEWER WATER t r V CITY OF AT LAT471 C BEACH APPLICATION FOR PLUMBING PERMIT BATE, September 10th, 1979 LOCATION Lot 642 - Salt Air Subdivision pLUMBING FIRp4 JIM MANGRUM PLUMBING CO. , INC . MASTER PLUMBER V. James Mangrum v:ETY/COUNTY OCCUPATIONAL LICENSE NO® MP-65 STATE CERTIFICATE NO. BUILDER OR CONTRACTOR Lewis Taylor, Inc. 2`typE OF BUILDING Single Dwelling 1._SSS 1 SHOWERS 2 LAvAToRY 1 WATER HEATERS = 1 BATH TUBS 1 DISMAS HERS URINALS DISPOSALS _ 2 CLOSETS 1 WASHING MACHINE i--FLOOR DMINS OTHER _10 �iPOrA,L lw 1,V.Ca, , a:Ujk)T 1NSkA%xt.�►TION Off" 11LUMBING AND F `.i�URE UST BE Is'`3 ACCO�tDANJCE WITH `THE HO T R ECEbTT EDITION OF THE SOUTHERN STANDARD PLUHBIOG CODE. JIM MANGRUM PLUMBING CO., INC. 5543 VISTA VERDE AVENUE JACKSONVILLE, FLORIDA 32210 PHONE: 772-0428 /7lp a SC E 112 me INSPECTXON RECORD JOB ADDRESS CONTRACTORS L J OWNER � TYPE PATE REMARKS IR'rrL*�S O R FOUlmT I ON 12 SLAB SFr-� o��►� /�ic��C �' PLUMBING (R) ..(! ✓� SEWER l�-y ,� 77� ��, ✓ r- T- TEMPORARY POLE LINTEL/BEAM COLUMN ELECTRICAL (R) �.''' PLUMBING (F) FRAMING ELECTRICAL (F) D .r , OTHER FINAL 1. CITY OF Office of Building Official v REQUEST FOR INSPECe 1t)1,11 , Jury ' m�l , Date----------- — -- ?er , Ila ----- ------.__ Time ( �} A.M. Received -- _-`----� PM. Jcbrddress `--- ----- ,_ Locality - ----- —- --- Owner's Name ! L.- _/11 > r1 >/j^�-- — -- Contracto�'�-_'�'� BUILDING CONCRETE ELECTRICAL PLU?ABINAEC iNAHf AL�� Framing Footing Rough Wiring Rough Air C� on Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION �. _�. A.M. Mon. Sues. Wed. <hurs Friday_ P.M. / A.M. Inspection Made !f -_- P.M. Inspector -- ---- — ------- --- Final Inspection Certificate of ccu ancy _ C- � i fie i Date - ------ - •JUN 1981 USE THIS FORM FOR ESTIMATES ONLY U 2 •:: . IRRIGATION METER Mr. O.M. Dutton �xz�l� 5/8" X 3/4" Lot 642 Saltair II Ph 249-4236 DESCRIPTION QTY. MATERIALS LABOR TOTAL 3/4" IRRIGATION METER 1 85 00 4 x 3/4"SADDLE (PVC) 1 12 45 3/4" CORP STOP 1 8 QQ 3/4" BRAS 3/4" POLY INSERTS 2 3/4" POLY TUBING 10' 7 20 3/4" CURB STOP 1 8 00 3/411 ME'T'ER ENDs 3 00 3/4" TAMSHERS N C NCREM BOX & LIP 1 Sub Total 5c) _ 10% O: Ii. - 15• 0 I- 3 MEN-HAND DIG $19.851HR FOR 4 14R I F779 40_82_ TOTAL LABOR COST MATERIALS IABOR TOTAL TOTAL $A5101 103122 $ 68 23 . MISC. JOB EXPENSES AMOUNT OTHER JOB EXPENSES 40100 1 TRUCK (10.00/HR FOR TOTAL COST 23 4 HR) 40 00 TOTAL SELLING PRICE LESS TOTAL COST GROSS PROFIT LESS 0VCAHEA0 COST •. OF SELLING PRICE . TOTAL NET PROFIT r IxSR•3944 13147 DEPAOTMENT or-BUIpme CITY OP A7LANT BEl H Mw r PRRMI T, I NFO�RMA'T iON LOCAT I`ON' I NF ORMAT,I O Permit Number: 13147 Address*. i7 MAGNOLIA` STRUIT MECHANICAL RIDe mit Type � 32233 Clss of Work:ALTRRA LZOAL` UESGRIPTTIQN -. _ ,... ., .. Constr. Type:WOOD FRAME Slack: Lot Twp* 0Proposed, Use:$1 00L � «�' Section;: #! �ubd Rn$ t Dwellings- 0 � S'ubdivi'sion: Est . value: 6 :00 1 ImVrov_ Coat: 0100 Total Pe Wo,Amount 3'7 .4CI p 00F IdN .. .. APPLICATION FEES PERXIT 37 .00 Addr V GREET � 0 � B DA 3,24 0 Q, FLORI 41 7y y C ICT 2 g ; Name: AI t NCO; R.S Addr: 1:0 ,.✓.. ii ii,Y�Y 1 t� iyJAX.FL! 1 6 ifi ! NOTES NOTICE-ALL CONCRETE FOA11A3 AND FOOTINGS MUST 6E IN$ftCTSV ENFORE POURfNGi PERMIT VO4D SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS LIEN LAW CAN RESULT 1N THE PROPERTY OWNER PAYING TWICE FOA SUIOING` IMPROVEMENTS. ' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIO iwOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 137.014 Si IBM k 881�fI1�83I±21f 1869 E ATLANTIC 11EACH BUILDING D •AflTMENT sv, j t BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 199ACH. FLCRIVA SaasS APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, II, III, and IV. 1' street Add►euS\c �I LOCATION Of lefarwctisy Sheets: {etween And WILDING S�kr-div7tl�� 11. IDENTIFICATION — To be completed by all applicants. 1e consideration of permit yiran for doing the work as described in the above statement we hereby agree to plrform said work in accordance with the etteclyd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards d good practice listed therein. No" el Mechaeice) r-N . Contraaten t;aserecte► Chief) Master / N,a.e of Prop" Owe*? S;gaa�tv a.eer signature of r Ar/4erwal Agee# Architect or tieylnear 111. GJt1PtA1INFORMATM A' Type of be tiny feel: B. IS OTHER CONSTRUCTION Blume DONE ON THIS BUILDING OR SITZ? 1� Q 6«—D V D Newre) D C Orel WINY If Y[Ss GIVE NUMBER Or CONSTRUCTION D 0a PtRMIT D Q#bar — swally IV. M/CtNW" E"ftM T TO N IItSTALUID NATURt WORK (Ppoo a cagfaw So of eompom wto e*bed of Mitt IN"I Residentlat or ❑ Commercial (tf" t D SMa D «Re� MCw" at~I O fkoa ❑ Nsuaing D R"a �t:�W �0/-E"xlslln9 Building. D Duct System: Me»riat _„ 0 Replacement of existing system r'4aai�wr+uA � �f ❑ New Installation(No system previously Installed). O Extension or add-on to existing system Q _ ❑ Other— Specify O Coelisy tevw Gradhr y i r't• 17 Fre grinklen: Neekiel of Aeela .. C) 8sweter D wallet D heoles *A*A«1 TW 3FAM ka owns use oNLY Q taea,lie.^ �eesaie►� �Mssie.+► Q Taef �,�. .. (aYtssbet� RslRstis D LK otwrtsie� - It1e ..1 Q UefvW isposewe vessel ❑ ,Qty,.., �;ft, Iasnif a.. LIST ALL SQUIPUENT Am colmmoNLNG AND REFRMRATION EQUWMFNf ?luale>tes V>!t+ DMerlpties Me"NUrAbetr >tialau>�tntr ('ro�aj A�� w t HEAMG FURNACES, BOILERS, FIREFL.ACES . 3.uww� N%W&bor VMS Domotp lml me"Mmaltesr f )s —� - - - -------------- CITY c>Tv oF Offia'hf 8pilding Official / QUEST FOR INSPECTION 1.( Date la��..��1 q:1 . Permit No.lt J Time Received--1 ' U 0 P Tll. District No. b ob dress Locality Owner's ,�,�.� � �V"`�`• ' Name Contracto BUILDING PLASTERING ELECTRICAL tLUMBIN ntAllniG Foundation.......❑ Wire..................❑ Rough Wiring.❑ Rough ............Ei?" Rough............❑ Chimney...........❑ Lath..................C1 Finish Wiring..❑ Final................. ❑ Final...............❑ Framing............❑ Scratch..............El Fixtures..........0 Sewers...............❑ Water Heater.. ❑ Final.................❑ Brown...............❑ Motors............❑ Gas...................❑ Finish................❑ Cesspool...........❑ Wallboard ........❑ READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Q Fri, Inspection MadeInspector B-1.2 CITY OF Amalie �f�• �!i OVicd►of Building Official pREQUEST FdR INSPECTION ly`G' Date �°2! �! Permit No. Time A.M. Received P U District No. Job Addrd s Locality Owner Name�'s�� / � Cnntractnr i BUILDING PLASTERING RICA . PLUMBING HEATING Foundation.......❑ Wire..................❑ Rough Wiring.l Rough...............❑ Rough............❑ Chimney...........❑ Lath..................❑ Finish Wiring..❑ Final................. ❑ Final...............❑ Framing..........,.❑ Scratch..............❑ Fixtures..........❑ Sewers...............❑ Water Heater..❑ Final.................❑ Brown...............❑ Motors............❑ Gas...................❑ Finish................❑ Cesspool...........❑ Wallboard ........❑ /� m READY FOR INSPECTION Mon. Tues ed, hurs. M Fri. P.M. Inspection Made ��: E,�.' Inspector j 8-1.2 CITY OF AM$& &49k--Ff"i& /, Office of Building Official v REQUEST FOR INSPECTION Date 4:--,?"`�' Permit No. 4A� Time Received P.M. District No. _Z� Job ddre s Locality Owner's � Name �Wiring. 1f� /1� / --- — BUILOIN PLASTERING PLUMBING HEATING Foundation.......❑ Wire..................❑ R /Rough............... Rough............❑ Chimney...........❑ Lath..................❑ Finish Wiring..r? Final.................❑ Final...............❑ Framing............❑ Scratch..............❑ Fixtures..........❑ Sewers...............❑ Water Heater..❑ Final.................❑ Brown...............❑ Motors.............❑ Gas...................❑ Finish................❑ Cesspool...........❑ Wallboard ........❑ READY FOR INSPECTION Mon. Tues. Wed. Thurs. Fri. P.M. Inspection Mader Inspector � B-1.2 CITY OF ft &494-- Office Office of Ouilding Official _ REQUEST FOR INSPECTION Date l s '8 Permit No. Time A.M. Received Pv. District No. .lob Pdress locality Owner's , -' Name Contractor BUILDING PLASTERING ELECTRICAL {�PLUMBING HEATING Foundation.......0 Wire..................0 Rough Wiring.❑ ugh............... Rough............❑ Chimney...........0 Lath..................0 Finish Wiring..El Final.................0 Final...............❑ ...........❑ Scratch..............❑ Fixtures..........❑ Sewers............... Water Hester..0 Final.................0 Brown...............0 Motors............0 Gas...................0 Finish................13 Cesspool...........0 Wallboard ........0 READY FOR INSPECTION A.M. 7 Mon. Tues Thu Fri. Inspection Made Inspector Wi.2 CITY OF Office of Building Official REQUEST FOR INSPECTION Date L,� ' 7 rl' Permit No. �'f Time Received PN. District No. />( t ZZ.2 2Va4z. ;J Job Address Locality Owner's �7 Name Contractorz ILO PLASTERING ELECTRICAL PL BING HEATING Foundation.......❑ Wire..................❑ Rough Wiring.El Rough...............E) Rough............❑ Chimney...........❑ Lath..................11 Finish Wiring..El Final................. ❑ Final...............❑ Framing............❑ Scratch..............❑ Fixtures..........❑ Sewers...............❑ Water Beater.. ❑ Final.................❑ Brown............... Motors............❑ Gas................... ❑ �, , f_ Finish................❑ cesspool...........[3vz-c-` Wallboard ........❑ READY FOR INSPECTION A.M. Mon. Tues. Wed. Fri. P.M. Inspection Made 111�-13 `d A Inspector /( ll B•t.2 CITY OF I"010-64- Mails Office of Building Official REQUEST FOR INSPECTION Date `'t' . l���cl Permit No. Time District No. Received Jo Address Locality Owner's Name Contractor BUILDING PLASTERING ELECTRICAL PLUMBING HEATING Foundation.......❑ Wire................. ❑ Rough Wiring.❑ Rough............... Rough............❑ Chimney...........❑ Lath..................El Finish Wiring..❑ Final................. ❑ Final...............❑ Framing............❑ Scratch..............C3 Fixtures..........❑ Sewers...............❑ Water Heater.. ❑ Final.................❑ Brown...............❑ Motors.............❑ Gas...................❑ Finish................❑ Cesspool...........❑ Wallboard ........❑ READY FOR INSPECTION A:M Mon. Tues. Wed. Thurs. Fri. Inspection Made Inspector �` I CITY OF Office of Building Official REQUEST FOR INSPECTION C Dau ! a/ le Permit No. Time A.M. Received PM, District No. Job ddress r Locality NNDwner aame*s me. Zz4x BUILDING PLASTERING .1QLCAe - PLUMBING- HEATING Found ation.......❑ Wire..................❑ Rough Wiring.,❑,�/Rough...............❑ Rough............❑ Chimney...........❑ Lath..................❑ Finish Wiring..rE Final................. ❑ Final...............❑ Framing............❑ Scratch..............❑ Fixtures..........❑ Sewers...............❑ Water Heater..❑ Final................. ID Brown...............❑ Motors.............❑ Gas...................❑ Finish................11 Cesspool...........❑ Wallboard ........❑ READY FOR INSPECTION �M, on. Tues. Wed. Thurs. Fri. PAFp Inspection Made A Inwector W1.2