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HomeMy WebLinkAbout151 Edgewater Cir (2)CITY OF SANFORD PERMIT APPLICATION Application #: 61-31-1( Submittal Date: Job Address: Is -1 �_ C1 Q91Aj :7Prr e i rUo Value of Work: $ u ®� v . Parcel ID: Zoning: Historic District: Description of Work: U_A1 )U�� [ d 21(,,kW I L0 A X Square Footage: Permit Type: Building ❑ Electrical ❑ Mechanicals Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement)< New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ..........................`./.^1..... .. ............. .................................... .,............................... Property Owner: 1C11J� 1� Contractor: 2, 4nnC_7 i 1 bnSJTu[ fiQ%,C : Address: IEdckkXLEE 1 r Address: 1 0 SI `� . �T (� a L M3 Phone. 1 �E-mail: Phone: (SFate License Number: Bonding Company: Mortgage Lender: Address: Architect/Engineer: Address: Plan Review Contact Person: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all. applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions this county, and there may be additional permits required from other governmental entities s Owner/Agent is _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 07.07 notify the owner of the /G�07 Date / UTIL: FD: this property that may be found in the public records of agement districts, state agencies, or federal agencies. requirements of Florida Lien Law, FS/713. of Contractor/Agent Date 's Name �1rROBERT M LANTRIP MY COMMISSION # DD599213 �i, "k " EXPIRES: Sept.26,2010 ENG: N Seminole County Property Appraiser Get information by Parcel Number Page I of 1 http: //www. scpafl. org/web/re -web. seminolle county-titie'."PARCIEL=112OlO5i6o'00U016-0... 7/5/2007 42 PROPERTY TWT 42 1V APPRAISER SEMINOLE COUNTY FL I 101 E. FiRsT sT4 5 Arill 12 SANFORD FL32771 -1468 7 407-665-7506 143 1142 141 14D 1114 .4, 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-516-0000-0160 Number of Buildings: 1 Owner- LOPEZ NYLDA A Den , re-ciatad Bldg Value: $113,334 Mailing Address: 151 EDGEWATER CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $50,000 Property Address: 151 EDGEWATER CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: HIDDEN LAKE PH 3 UNIT 6 Just/Market Value: $163,334 Tax District: Sl-SANFORD Assessed Value (SOH): $74,663 Exemptions: 00 -HOMESTEAD (2000) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $49,663 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $2,266 Deed Date Bock Page AmGunt Vactimp Qualified 2006 Tax um Amount 'Ptmz WARRANTY DEED 09/1989 02110 0258 $63,900 Improved Yes Save Our Homes (SOH) Savings: $1,324 WARRANTY DEED 02/1989 02047 1716 $52,800 Vacant No 2006 Taxable Value: $47,842 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: fVicW7=- Frontage Depth Method Units Price Value LEG LOT 16 HIDDEN LAKE PH 3 UNIT 6 PB LOT 0 0 1.000 50,000.00 $50,000 38 PGS 77 & 78 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1989 6 994 1,276 994 SIDING AVG $113,334 $121,213 FAMILY Appendage / Scift GARAGE FINISHED / 240 Appendage / Scift OPEN PORCH FINISHED / 42 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next year's property tax will be based on JusUMarket value. http: //www. scpafl. org/web/re -web. seminolle county-titie'."PARCIEL=112OlO5i6o'00U016-0... 7/5/2007 POWER OF ATTORNEY Date: �— I hereby narne and appoint .David or Judy Mercer of First Choice .Permit Service to be m lawful ttorne in fact to act forme and apply to the Building Department for a _ for work to be performed ata location dpermit escribed as: Section Township Ran( I0— _ Block Subdivision i� (—](I 0 {tel 1 /n li ., n (Address of Job) (Owner Jf Property and Add and to sign my name and do all things necessary to this appointment. >� Y,►� IJUJI I C BC035134 Type int Name of Certified Contractor and Contractor's License Number %--crimect Lontractor The Po-egoirig ins umertt was acknowledged bef by ivday of 4dd 2oC7 wl i ersonallke/who as identification and who did not take oath. State of Florida County of( � Notary Public, Florida tom`' ROBERT M LANTRIP MY COMMISSION # DD599213 EXPIRES: Se pt. 26, 2010 Florida Notary Service.com -�q A 1Ns3 i.. s� aopr64 Permit No. _ State of Florida County NOTICE OF COMMENCEMENT Tax Folio No.$)'0z)- The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of 2. General description 3. Owner information a. Name and address y-- (legal description of the property and street address if available) Improvement: N 40 b. Interest in property a c. Name and address of fee simple titleholder (if other than Owner) Ir-� MARY 4N F 1V E 4. Contractor i)'i is � S ruL 4(fy% Y', t. CLERK �0f Clftt ul1 COURT C a. Name and address \25 \ �- CYC A xxA- � :jjlz , 7t �EMo,�I' y��NTj' I`I'1'7' i%1 �Yr �.3r v1 i 2��I r i2 J L b. Phone n'umb'er Fax number DEPUTY C!_ERK 5. Surety a. Name and address 1 li9111111 H 911 11 111 11 I1111 oil 111111�il il#�I I b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address SEMINOLE COUNTY b. Phone number Fax nu 7. Persons within the State of Florida designated by Owner upon whom no h s rved as, provided by Section 713.13(1)(a)7., Florida Statutes: RECORDING FEES W. a. Name and address RECORDED BY H Dellore b. Phone number 8. In addition to himself or herself, Owner designates Fax number of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a d'fferent date is specified) _.-.._--------.-,_- Drivers License #L j 2 C, , , - SfG — Ign`atire-ofcner Sworn to (or affirmed) and subscribed before me this _ day of <✓ , 20 �'7 by Personally Known OR Produced dentification Type of Identification Prod ROBER� M # DD599213 CCMMISSI S pt.26,2010 Si, re o Nbta `y Public State of Florida s'`' � ExP�R 'oto s ;.e.com C mmission Expires: fops„e �2'° ��..ryry�-- IIJC Ryman Windows House/Window Sketch Date: -- (Number clockwise starting at front door) Customer Name: Q pc Phone: 3Z 6a Address: p C,u7 W /,71-r C rte; N� t` 32773 Customer Signature: i. 3E ti 4-0 ZL� _ 2.� 13.- 3._q7 (y l 2'-L S 4. 2 L X 3A6 ?-LS 5. Z y )(,I� z t`S 6. 'r 1 X 14 7 �- 7. 60 X 60 L US s. 6p X0 It�S 9. 19. 10. 20. 11. -- - 12. 13.- 14._ 0 15.- 16mn WMEMEM 0 17, 18. 19. 20. t AVIAUa I3Ul1UIIIg t,.oue vnllne Pagel of 2 �A - I—, MT�=f ULW11 BCIS Home Log In Hot Topics Submit Surcharge 5 Stats & Facts Publications uFBC'Staff BCIS Site Map 4Links Search Product Approval USER: Public User Produ"pprpval h12nu > Product pr. Application. Starch > Appllcatlon_ List > Application Detail FL5798 New 2004 Approved Product Manufacturer FL # Address/Phone/Email Application Type Code Version Application Status Comments Authorized Signature Archived FL5798 New 2004 Approved Product Manufacturer Regency Plus Incorporated Address/Phone/Email 1024 Locust Gap Highway Mount Carmel, PA 17851 (570)339-3374 rich @wi ndow-pros. info Authorized Signature Eric Nielsen info@ptc-corp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year (of Standard Standard) Year ANSI/AAMA/NWWDA 101/I.S.2 1997 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated 1714.5.2 Method 1 Option A 11/16/2005 11/16/2005 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDMAG7pnms8... 8/23/2007 P, ioriaa tsunamg uoae unllne Date Pending FBC Approval Date Approved 11/17/2005 12/06/2005 Page 2 of 2 Rack Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Cio might and Disclaimer Product Approval Accepts: M ® Eq M Va+iBiyn " Bob D A APPAOY-tr http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pnms8... 8/23/2007 wi-cr-cuup inu uq.00 rri Ktur iuy rLUJ t'H1S NU. bms1 swb!43 nl�-11- ---- - - EEZZ 1464 GEMINI BOULEVARD • ORLANDO, FLORIDA MW PHONE (407) 24fl-13w • FAX (q0,7) 240.M STRUM PERFOPjf"CE TEST REl'4RT Y. 17 Report Nx NCTL- X0-2661-1 Tea Dat--11/14/DI amort Date: ,12/05/01 Client: Regency Pius Inc. ' 1024Locwt Gap fthwvv M unt Carmel, PA 17961 Test 8P=mmj?egency plus Ina. ,Model'ech 2000 -Double H►Vral prime 5&77). Win� ow Test Speei/eation: AAMAINKFDA 10118 2-97 Vinyl (PVC Window ' "volar Bary �r Al�cmanum, ), and Woad anal Glass Boors:" . i TEST ,SPLCIWNDTtSGRIPTt0N General: The test p 1 specimen descri tion was none -over -one tilt double hung vinyl p,.!'me window meaauring Sr wide by 77" high overall. The top sash measured 49 Y - w � I 7/8" high with a daylight QP9ning of 45,914 wide 331�atlhig& by 36 "wide by 36"" high with a 44e � bottom sally red 5o removable via a si le daylight opening of 46 !te"' wide 6ygr 49& Both h were ng spiral balance with locking tilt shoe located in each jamb metal cam -type sweep lock was located at 12"' from each end of the interior rail.i 4 keepers were located on the exterior meeting rail at the loch positiwLs. Q was Faced rmowated at each end of the interior Plastialatch housed internally ata each end of the top rail. One T� me� p� lutic f '. three (3) tri -wing rivets at each end of the exw&.. meeting rail and bottobar was m rail A askned with loaded plastic secriiy stop(night latch), was snap- j yid of 31�s'' f�,om the r .� rdl A Com011 'he bination stales. A rigid vinyl balqjkierIve cover rows snap -fatted into the interior j mb tracks. cap/weatherstrip laolderlvertirxyl deg was snap- and tnterwr and exterior meeting rails. A v'`lmantel t the vinyl camhination saver/wea ' �cap was snap fitted at the top rail�A rigid therstrip balder/ vertical leg uuas snap fitted at the sill!and exterior track One steel U-shaped reinforcement channel was fastened with 3 (thr '' � evened spaced self =tapper screws and filled the length, of all the sash rail hollows. The fr-cam a and sally were welded mitered corner construction. G14zi - Bath sash were_ interior grazed using sealed inultaduometer back-bedi> gds wg a suo(2) �f - and asnap-irtwo(2) eaf laud duromster g, be;3�, over t ink glass thickness was 7/B" consisting of two (2) liter of double sir h and one sgess pace created by a `Intercept" Spur system. vVA L1 LVVJ IAlu V -1 -JV AAI A\LUL17V/ 1LUO .Regency Plus, Ltd. t - I Ij I i NCTL-�XQ2661-X Neatherseals: 2 aria (2) strips of center fin weatherstri 0.260'°h � i cated stiles. One (1) strip of center fin waetherstrip (0 260 -high) was located at the in terior fall sash rail and bottom rail. One strip center fin weatherstrip (0 300" high) was located attlfe sill exterior meeting rail. one (1) sip of bulb -vinyl weatherstrip was located at the bottgm rad Peeps: One (1) triangular weep hole measuring %s"wide by %- high was the center sill leg. One (I) weep hole measuring 1 %/ by Y,, and em located at each end of was %cared at 2'i "from each end of the exterior sill p a pl =u ep cover '/e"was located at each end of the exterior sill track through (11 w� h°�'n *1 "by face. One (1) weep hole mewurin %" � " the exterior horazo SW the exterior meeting rail and bottom r �. � lloted at each end of the glozing nejs of at each end of the exterior horizontal sur ace of i ) WeeP hok ung y, by � located f exterior meeting rail and bottom rail. Interior 8s ,F4aerior SUr face Pintsh: RTitite vinyl (pVC). i Sealant: None Employed Screen: An insect screen measuring 47 s/ construction with staked -in- lace wade �' 72"hig►h was of mitered type co 'r cloth with a solid vinyl spline and twojamb ret rner keys. screen employed fiber s mesh member was located at mid- n 1 bier springs. An aluminum hor be l cross and aitached with a plastic -mounting bracket. , BXAO- 22.1.6z 22.L6.2 2-L2 TEST RESULTS �35 lb f �5 Zbf Down � 5lbf II5 lbf T tle of Tater & Method Opera9vForce Top Stash Up Do Down ZIP Dow Deg�ng - ASTMB987 Exterior Sash Top Rand (701bf) Meeting Rail (701bf) Left Hand Stile (50 lb)) �ht Hand Stile (50 lbfl Interior Sash 1Vlesting Rail (70 lb f) Bott m .Raid (70 lbq .heft Hand Stile (50 lbf) Right Hand Stile (50 lbf) Air Infiltration - ASTME283 �--,W-_'ted 301bf I lbf 14 dbf 12 ibf 0.6% (0.003p) 0.4 %(0002°) 1'.0 % (0.005") 1.4 % (0 007") 0-2 % (0,001-) 0.4'Yo (0,002") a % (0.0o3") 12.0 % (0,060-) KroQro 100'/0 FI00% �I00% i 10100°/n �100'� rxo0% I T tle of Tater & Method Opera9vForce Top Stash Up Do Down ZIP Dow Deg�ng - ASTMB987 Exterior Sash Top Rand (701bf) Meeting Rail (701bf) Left Hand Stile (50 lb)) �ht Hand Stile (50 lbfl Interior Sash 1Vlesting Rail (70 lb f) Bott m .Raid (70 lbq .heft Hand Stile (50 lbf) Right Hand Stile (50 lbf) Air Infiltration - ASTME283 �--,W-_'ted 301bf I lbf 14 dbf 12 ibf 0.6% (0.003p) 0.4 %(0002°) 1'.0 % (0.005") 1.4 % (0 007") 0-2 % (0,001-) 0.4'Yo (0,002") a % (0.0o3") 12.0 % (0,060-) KroQro 100'/0 FI00% �I00% i 10100°/n �100'� rxo0% wx LI CUU�J I11u U•!•Ja F11 IW-Ur-IIUI CLUD ,Regency PZus, Ltd. MA NU. 0IUJJgZ"j I Y. 1� 0-2661-1 1. 5 7 psf (25 mph) 0.X9cfm/fts �3cfmlft� 21.3 fterBesistance-ASTM B547 S,Ogph/ftl WTI}-- 2.$6psf .No Image 1VIQ Leakage 2.1.4.2 ** Uniform Load Structural - ASTME330 � I 52.5 ps f Exterior O, i 70" 0 I96" 62.5 psf Interror 0.050" 2.1.7 Welded Corner Fest i Main Frame Meets as S� Top Sash Meets as S,4 .Bottom Sash Meets as State 2.1.8 Forced RatrY Resistance-.ASTMP588 I Grade 10 (See'APPendA for test. results) Meets As Sr1T ofWONAL PERF0 PJLANCE P r No. ?'itle of'fest & Method 4 3 Water Resistance - ASTME547 s gyred l 5.0 gply/ ft$ WTI'=' 7 5 psf No Leakage IV4 Lea, 4.4.2 Uniform Load Structural - ASTME3H0 6Q0Psf Kzterior 60.0 ps f Irerior O.Q95" �I96" * Tested with and without screen I " ,No glass breakage or permanent damage causi the n$ unit to be inoper4b TEST COMPLETED 11 tI4/t�1 I The tested specimen meets (or exceeds) the performance levels s eca NWWDA 1011,x— 2-97 for air infiluution, T& &V p din 2'able 2.1 ofkI / lasted results were secured by using the &dilated test methods and indicate carnptiana with the performance rgqui "' � 1 motion parWaplas for the X- LC40 53x77 product deca remmnts o0he the i i I i l}duiled drawings were available for laboratoryre corms and CQmFctrison in the test spe4men at — cr cuuu 11iu v4 -.Dl rtl ncUcaYV] rLUJ PflA Nu. !1ujj8zbyj , P. ZO Regemy Plus, Ltd. I 4 NO2"L-�ID-26B1-I the time of this report_ A copy of thFs report q�pryg with i Tesen specimen wilt be retrained by N= for aPeriod a P Wive sections of the res f four (4) years. The results obtrained �appty o dy to rhe specimen tested. No cortclusivns of czny hind regarding the glass m the test specimen or of the be drawn from this test This report does not const cert rwa on of the pmduct which may only be granted by a certification Proms arra valIdAtor. NA77ONAL CERTMWD TESMj7 LABn TORIES r I DANIEL A CONYER Laboratory Managw I 1 t I INSTALL ANCHOR S//16'is, 2 1/4' MN. ECCE -DISTANCE Dll TAPPER DA JLGc WAXEN WCO3 MLX BETmRTEN WOOD SUCK �ONCRETE OR WAS011m k MASONRY OPENING BY OT'x�S BY OTHERS CAULK EIrrxEE4 RAN,CE BY OTHERS at *we Rucw I/4' SHU 114' MN. 0v12EDMENTs SPACE MAX. 1 ONE 3Y V=. BUC< EJTT_RICR FINISH .BY olwms BY OTHM SHIM AS REO'D. PERMERR (SEE NOTES) i CAUV BY OTHERS YINCChY HEYi T EXTtRK1Gt SILL STOOL 8Y OTHERS 1 1/4' WN. C T) MEEDIMEM A Q ` 1/4' STAN SPACE vex. 6 PRE CAST SILL CVAX BEHIND W7,00W RANCE er OTHERS f STA L1TION ANCHOR -1 Vis' OIA TAPPER ---�.i 2 1/4' WIN_ EDGE MT&MCE SECTION A—A 53' A vsTALLATIDM Am:, -"CR 3/15' Du. TAPcEi (TYP,) B B rr 1 I ' 6' MAX. r- 20 1/2- O.C. MAX, (TYP., ELEVATI O!V ` l PIED FROM EXTERIOR r- AINDOW WwDt 1/4' SHIM SPACE MAY. ONE BI WOOD I BUCK 3Y OTHERS SFfM AS REWD. (SEE NOTES) 1 1/4' WIN. EM?EDMIV%T CoN.mm 01 MASONRY BY OTHERS INS'A TION A.5{CF01 d 3/16' DIA, TAPPER 2 1/4' MIFC EDGE OSTANCE � F k a d WEBER DA JLGc WAXEN WCO3 SUCK A IASON'4'Y CAULX PERIMETERFr,4ERS OPE'N44 BY DTS?rfS EXTERIOR =PMSH OhE 8Y 6000 BUCK BY OTPERS BY OTHERS GUMC BETf1EEN PLANSE SECTION B—B & 1MYSDD BUCK DESIGN PRESSURE ±40.0 PAF �1) SHIAfA AS W410. AS E1411 WSTALLATON ANCHOR W/ LOPU BEAAIN3 SHAL MAY. AL14WA3L SIMM STACK TO ':E 1/4'. USE SHIMS WFERE SPACE 084ATER -HAN 1/15' S PRESENT, 2) YLNDO W FRAME /ATERAL- POLY YINYL CHLORIDC. 3) 3116' tw TAPPER IFUST BE OF SUFRCIEA.T LENGTH TO ACH:r4w MN. ENBEDIA70 OF t-1/4' INTO LV*M%Rf OR LbNCREME, 4) CA= 8USND 1HNDOW FIANCE WI H LATER CAULK. 5) USE LATEX ILK FOR PERIM SER SEAL &RGtJWD Dr.M IOR OF WhDOW FLWGE BY OTHERS. 6} WAUAMN AS STATED HEREIN COMPLIES. PITH T1+.E 2004 R-OROA BJIIDNYO OOOE, 7 uL4ANG SHALL CCNFOM TO ASTM £1370. 9 MASONF[T OPOWO TO BE DESIGNED Ah9 ANC14ORED TO PROPLRLY TRAPSrER ALL LOADS TO STRUCTURE, MASONRY OPENING IS THE kF.SPONS14NtTf of INC APA*KT irT OR ENGINEER OF REOOtRD. 9i APRRGVM IMPACT PROTECTVE SYSTEM M ON THIS PRODUCT IN AREAS AEOIARING IA?ALT RESISrANW- EHc S. Nlaie ncrd. P. E Nw ?r+iw-- Toch"ww C 11SO L -dorm Av.., N1n6.r Park. nwid. REGENCY PLUS MT. CARMQ. PA 17851 2060 DOUBLE MUNG VANDCYF .LATIO•` DE.AILS 14 mAsnNRY Be 11/17 avKw N.7.S. W) DO ra .men.as 1 OF 1 ST aTHUAG r- mraa 1410TH INSTALIATAON BY OT'ERS ANCHOR 1 t 2` M+1. WOOD SCR By arON FNSH EY 'ENT 8'Y Qi'�E:S lf4' SaM SPACE MSx SNIP AS REO'O. j ( NOTES 7 INSTALLATION I/4' SHIM I ANCHOR je SPACE MAX. WL70D SCREW "'i I -1j2' MIN. EYBiDMENT i. s3` WOOD FRAME CAULKN WOOD EiAME of OTHERS ev OTHERS ' E1(1ESIOR BY OT.'IERS $Hili J14 RE;Q'D. PEW.ALrTER CAL (SEE NOTES) BIY M --RS 21 2/3' O.Ei1 C. EXTUR FINSH MAX, MP.) ' BY OTHERS B SECTION. 8-8 wNl a 77' E�ERKIR "EIGHT DESIGN P R E S S U R E �4C.0 PSF SHtW AS (SEE NO RDD�D. kux 1) SHV AS ='O. AT VCH M7ALIATION AN04DR IN/ LOAD 8.491%G SH1A. &M. AlUMMLE SHN STACK TO BE 1/6'. L55 SHBG WHERE SPACE GREATER THAx PERIMETER 1/l t' IS PRESECAULK NT. OQOZFCA BY OTELERS 2) WSNCO'AI FRAME NATETirAL• POLY �ANYL OHLLYtOE. By A 3) #6 SCR£N504�D � CE1T LENGTH TD ACHEYE MIN. E]A EOWENT Of t) USE LATEX :KV FU.4 FER'NEfER SE7LL. AROUND altRIOR OF NNDOW RANGE INSTALIATgN ANCHOR 6' NaIT. (tYP.) BY OTHERS, 06 KADODSCREW 5) ICOCMM£�N AS SUM HOEEIV oCwUES mITH THEE 2004 FT,URKSA EUIUAW } �46) MUC �'INO w1N30W FL"E WITH LATOC C 'X. 1-1/4' kOL ELHEDMEtti 2D 1/1` O.C. MAX. (TYP.). T) ZX WOOZING SHIM G 70 IBIEY MGMEiDTO ASTU AME13Al 8) 2X WOOD FRAIAfi TO BE DE&O iO A.tiD ANCHORED TO PROPERLY OF %LIE ALL LOADS R ENGINEER RZE: 2>% WORD FRAME IS THE RESPOhtSyflY QP TLE 1f6' SAtM AIdCHTECt OR ETVf7NETiR Of RECORD. SPACE MAX. 4) APPRIUMM IMPACT PRUTEME SPMA M Rc.'+ = ON 'NE PF=UCT IN AfENS REOURTNi TWACT RESISTANCL E?CiEi1pR FlNISh /� ) allOTHERSVIEWED !:ROM EXTERIOR REGENCY PLUS SHEAWNO INSTALLATION OY CTHERS F MT. CARMEL, PA i 7L�ST Ap)CyDR B TECH 2O00 DOUBLE HUNG W114DOW Si Tf h DETAI IN 2X WOOD FRALIE SECTION A—A rA HcfW P L NX &u:3 17, 7 P'eCxt Tahndo�r Carpo�ocnn TTs3 LtJtoleno Av.. su;s s owpm N.T.S. FRP a SYN REVt9aH OArE Ri NTn4r Ftrk flando S27i� rseE crsaca. s 4u..mw. NOA amt M... tlr.sanaa Fla' +d'.eawa --1 OF 1