Loading...
HomeMy WebLinkAbout103 Grovewood AveRECEIVED ( r 1JUN 1 7 2009 CITY OF S.4NFORD PERMIT APPLICATION Permit#: o6 ­ X2-60 Date: 6 -/S "�J Job Address: Description of Work: : cc(, it J % Historic District: Zoning: Value of Work: $� Permit Type: Building A_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: 91 K # of Stories: __I__ # of Dwelling Units: _� Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: r 0 (Attach Proof of Ownership & Legal Description) Phone: 2/Q2 5.2 _9/- 0 Contractor Name & Address: (,J G b -e r d- /S 0 T__ W_ �y P. O, 6cL% a / ;t 6/3 (9(ri e- , F / 3 2 %/ 02State License Number: Cd C D ,3 7 Z 9 7 Phone&Fax:yOZ3/.5/799 �.!W!17I37/G Contact Person: /`9i.�r %f��hr;- Phone: /07�.3ap�//'% Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Address: Phone: Fax: 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. 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 applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p ' is veri '11 notify the owner of the property of the requirements of Flo da en Law, FS 713 Sigidture of Own Agent ate i re of Contractor Agent Date Owner/Agent is v Pers Produced ID _ APPLICATION APPROVED BY: Special Conditions: "CY A. MATHERLY %Y RES i September # DD 2273 pY FL. Notary Discount Assoc. Co. Zoning: & Date) Contractor/Agent's N e MnI_ . ��� Stture oVot'ary-Statdof Florida Contractor/Agent is ✓ P.onaII3 Produced ID (Initial & Date) Utilities: /6 NANCY A. MATHERLY tCOMMISSION # DD 234233 :XPIRES: September 23, 2007 FL Notary Discount Assoc. Co. FD: (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I http://www.scpafl-org/pis/web/re web.seminole county tit] e?parcel=10203050500000350... 7/7/2005 c - DAVID JOHNSON, CFA. ASA o4�� PROPERTY APPRAISER_``y SEMINOLECOUNTY 7L. 1101E. FIRST ST -- SANFORD ,FL32771-1468 4 407-665-7505 r _ I t11tvvva a .1 gyp_. f- - Ali R 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 10-20-30-505-0000- Number of Buildings: 1 Parcel Id: 0350 Tax District: S1-SANFORD Depreciated Bldg Value: $93,750 PETREE WILLIAM L 00 Depreciated EXFT Value: $1,928 Owner: Exemptions: JR & ALICE S HOMESTEAD Land Value (Market): $21,000 Address: 103 GROVEWOOD AVE Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 JustlMarket Value: $116,678 Property Address: 103 GROVEWOOD AVE SANFORD 32773 Assessed Value (SOH): $76,275 Subdivision Name: GROVEVIEW VILLAGE 1 ST ADD REPLAT Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $51,275 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $1,646 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $1,005 WARRANTY DEED 11/1983 01505 1494 $58,800 Improved Save Our Homes (SOH) Savings: $641 2004 Taxable Value: $49,053 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLATi Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG LOT 35 GROVEVIEW VILLAGE 1ST ADD REPEAT PB 26 PGS 4 TO 6 LOT 0 0 1.000 21,000.00 $21,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1983 6 1,396 1,933 1,396 CONC BLOCK $93,750 $102,459 Appendage I Sqft GARAGE FINISHED / 525 Appendage t Sqft OPEN PORCH FINISHED / 12 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 2002 252 $1,928 $2,142 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl-org/pis/web/re web.seminole county tit] e?parcel=10203050500000350... 7/7/2005 Vki i I io111 11111/11111/11 111111! 1111111 11 1111 111 1111 111 i11t if 11111 �t Itlt It itls i ite�t s t EEI '• ' Notice ®f Commencement MIRpvOmw m0H$V CLERK OF CIRCUIT CWRT I State ofIt / `�. BK 05768 PG 0448 C,ounty of S ti �' CLERK'S # 20050913787 REC;URD-Dl 0 'A PM 'THE UNDERSIGNED hereby gives notice that improvement will be mad%,k � I cement. accordance with Chapter 713, Florida Statutes, the following information is provided r C n OHS 1. Description of property: / —4- 2G' R,,/, n / Sr V _ n /'�u r 2. General des�ption of improvement: _ y C° b e C h ioC� V C �S �' C � 3.a. Owner name & address: U-): t � � �° � t W b. Interest in property: lW tL e `° c. Name & address of fee simple title holder (other than Owner): 4.a. Contractor's name & address: b. Contractor's Phone Number: 5.a. Surety name & address: b. Phone Number c.. Amount of bond: 6.a. Lender's name & address: b. Lender's Thane Number 7.a. Persons within the state of Florida designated by Owner upon whom notices or other documents may be sewed as provided by Section 713.13(l) (A) 7, Florida Statutes: Name & address: I b. Phone. Number of Designated Persons: 8.a In addition to himself, owner designates of ---� — to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)Florida Statutes. b. Phone number of person or entity designated by owner. 9. Expiration date of Notice of Commencent (the expiration date is 1 year from the date of recording unless a different date is specified): (Signature of Owner) r u /I/ 7 L/ C Sworn to and subscribed before my byCelCi = as identification and who did take an oath on this S. day of _ � N41C o 3-7 G& 59, 5o NANCY A. MATHERLY 144 t MY COMMISSION # DD 234233 EXPIRES: Ser ternber23,2007 1 -800.3 -NOTARY FL Notary Discount Assoc. Co. Jun -15. 2005 6 O 6 R Myo E B E R* S Dw�FFICIENCY CODE FOR BUILDING CONSTRUCTION 8®P 1/ 2 Ft�RM 60OC•93 Residential Limited Appllcations Prescriptive Method C CENTRAL 4 5 6 fatall"mom OW Renotratkons Department Of Community Affairs Comitance wlm hones, a of mat ter s W, the r-io da Energy EllIdenq Code maybe aerrwndtr, b the use of Form 800C -B3 for addltlore of fi00 of man(datYSU/Yd homes. and rewm4ns to ** and mul6(amily residsaeos. Atiernamve y sure feel or less, site- installed eortpanems methods are provided for aditns by use of Form MOB -93 or MA -93. PROJECTNAIIIIE 01 'Y BUII.bE -i,J k ID ANDADDRESS: 9nz ��._,,..a--._ n _ .._ .. _�.. OFFICE: PERW No. _4 -J6 L_ $ SMALL anis of ONS TO Ex18TING RESIDENCES (600 $quare feet or toes of conditioned area). `Preserlptrve requirement9 in Tables r3C.1. aC•2 and 8C 3 components of me 9dtlt4or.; not tp the existing building. Space heannp. cooling. and water hrtpUn apply only a the sf]eCiliGapy fc stirva Mf addition or {s belle In<tatlAd in oonjun e h with the cooling. a co wMer h"larv- CDerluipmil tt etflpency levels must be mel only when egiripmmnt Is inataile(i meet The prescribed minimum insulation levels. RENOVATIONS (fiesidentlal buildings underooine renovation costing mmono thaunoo n otioned phe assessed afuo oar tha bu ng)t Pstalle VillCom oums atmos u Tebiq g� t and' ifs; f appy Dryly b the oompone tta and ettulpmen; bfing renovated or roplaoed, MANUFACTURED HOMES AND SUILDIN3S. Only sits ltgtalyd ComoonsMs and rea!uras are Lvye►ed by Arls form. PI®so© Print e1w 1. Renovation, Addition or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multlfamlly--No. of units covered by this submission 4. Conditioned floor area S. Predominant cave overhang (ft.) 6. Porch overhang length (1t.) 7. Glass even and type: a. Gear glass b. Tint, film or solar screen S. Percentage of glass to floor area 9. Floor type and insulation: a. Slab on grade (1141 -value) b. Wood, raised (R -value) c. Wood, common (R -value) d. Concrete, raised (R -value) w Concrete, common (R�value) 10. Well type and Insulation. - a. Exterior. 1. Masonry (Insulation R -value) 2. Wood frame (insulation R -value) b. Adjacent: 1. Masonry (insulation R -value) 2• Wood frame (Insulation R -value) c. Marriage Walls of Multiple Units* (Yes/No) 11. Ceiling type and insulation: a. Under attic (Insulation A -value) b. Single assembly (Insulation R -value) 12. Cooling system* (Types: Central, room unit, package terminal A.C., none) 13. Hosting system*: (Types: heat pump, eleo. strip, natural gas, L.P. gas, room or PTHC, ,tone) 14. Air Distribution, Systeme*: a. Backflow damper or single package systems' (YesVNo) b. Ducts on marriage walls adequately sealed* (Yes/No) 15. Hot waiter system: (Types. elec., natural gas, other, none) Pertains to manufactured hornettl with site installed Components. 1 hereby certify theft Ian and pacify ations C eyed by the calculation are to compliance with the Ir a ray ode, osrEvaxEoev DATE! /I / ds I hereby cartify that uildi is ae ylrit a Ionics Energy >ode. OWNER AGA r: (,(/ DATE.: !O 110a-1 R= , � sq. {t. 10a-2 R=�T -sq. n, 10b-1 R=-. 10b-2 R= sq. h, 1k 11a. R=-Ia- sq. ft. 11111b. R. sq. ft. 12. Type; Oe i v a SEER/EER: /0 13. Type: I fcaf HSPF/COPtAFUE: !,,Vl 14a. -4S 14b. tj S 15. Type: 1= EF: , 8$ OWIOM OMMAL: oAIE: voted by this MOafion indicates wnsfructbn it WMI010d. this bu ce Will section $53.908, F.S. 2, 3. 4. 3 t. _sq. ft. 5 _ Single Pane Double Pane .� ya• 7b. -_ _ sq. it. -LL&-sq. ti sq, h, ___ ..._sq. ft. -- a, % 9a. A=) -lin. ft. 9b. R= sq. ft. 91C. R__ ..__._.....sq. ft. 9d- R; sq. ft. - 9e. R: -sq, ft. 110a-1 R= , � sq. {t. 10a-2 R=�T -sq. n, 10b-1 R=-. 10b-2 R= sq. h, 1k 11a. R=-Ia- sq. ft. 11111b. R. sq. ft. 12. Type; Oe i v a SEER/EER: /0 13. Type: I fcaf HSPF/COPtAFUE: !,,Vl 14a. -4S 14b. tj S 15. Type: 1= EF: , 8$ OWIOM OMMAL: oAIE: voted by this MOafion indicates wnsfructbn it WMI010d. this bu ce Will section $53.908, F.S. Jun -15. 2005 6:06AM WEBER SDW No -1058 P. 2/2 Climate Zones 4 5 6 TABLE 60 : PUSCIDPTWE (IEGUREMENTS FOR OUL ADDITIONS (600 % FL and Lep), RENOVATIONS TO EXISTING PIALDMtO9 AND 0E4116TALLED COMPONENTS OF MANUFACTURED HOMES. gSlgo V ML—w Mam COWONENT WSULPON MIALLED Concrete R-5 (h Frame, 2'X 4' R-11 Meat pump •• Spin _ aFrame, 2' x 6' R-18 Common, Frame Single PkS, Common, Masonry R-3 HSPF z Under AMC R-30 "3!Z_ 27' HSPFi Single Assembly; enclosed R-19 w Single AssomNy; open R-10 L) Common, Frame R•11 AFUE - to fatron-grade No Minimum Fuel Oil c� Flaieed Wood R-11 O Raised Concrete R-5 EF - .88 Common. Frame R•11 i a ~ in unconditioned space R 6 EF — In conditioned space No minimum EF - gSlgo V EMPMENT Centred AJC - SO PkS Room unit or PTAC MMRWLIM EFFMMMCY SEER . 10.0 SEER = 9.7 EER . 8.5' INSTALLED EFFICIENCY SEER = )Q SEER . _ EER - Electric Resistance ANY Meat pump •• Spin HSPF = 6,8 HSPF D =- Single PkS, HSPF - 6,6 HSPF x Room unit or PTHP COP = 27' HSPFi - _ COP V) Gas, natural or propane AFUE - .78 AFUE = _ Fuel Oil AFUE - .78 AFUE = r $ Electric Resistance EF - .88 EF - i a Gas; Natural OrL.P EF = .54 EF — Fuel ail EF - .54 EF See Table 61. 6.6 GENEPALDIRE106:tandThe enkenoYkvebctlhasaueman► 0 AIR-veMreserdet8ciencbar udmusbmeeloro>he6am0nireumvaas. h, OrrawGC-1uMicatetheR42MofTheftKWliOnheingAdded0eachC*"Man listed. Comporaenk and apulprrerd labor t wing added nes rerovated may ba tan blank. 1. A0vTtONS ONLY. Determine the pucentasa of IIS Stas W conditioned Ebur arae in ctrl addict as fotows. Told the areae of as gess windows, Gliding Otau loos and QEaaa dos penek. Double hint Ina local Alaaa area. iarikar tod pleas and add i to P+a pevbue leaf. V1Mn pta s 4a er 4" ededor walk is baits renmved or enclosed try are addNon. an amount equal to The total arae of NO t0 rosy be lK � � The' Weser p m lFv d0 a e aquaud glees gree bolsi by Pm andNfonad }leor Was of M6 adyepe. Nuk<py tq 10010 at til Fara ms nrgaar Oen pereerrlegs Vida wxh your celcrAelad F«oenta0e Aptyel glaze SM pivan bf dm hPe of g� �9i� a a�lbto pane) and me overnartd (oil I>� wAh as dhion. doMbdem t6C1. For a W �+9� � end pvartmrrq the mbemum anadrq tuft Y nes a4lwad a ep Oibn windows and doals Wooly m The elm* wails of tis has# aid biln reinslat" if the idd0e4 d0 neva W r empty Mitt the owrErnp te s� Cie t a 0e Tabk t i•2. Aa WO The a the MMP must metnale ttaPrirerrknt for ata Gift options In IN sta"Peccentw ca"cry f� i�w• the ovahaup (OH) dtslartCe isaM eo psrperNOtVady Irom Pre lad al the pkat to a point Otneady wtdN The ouuwroatedAe of "ha ovettlarts, and shading CbeMt .wo Tey be used lot Biwa areal which ata Vidor at beat a two Ecol ovUhetrg and wttoeo lowest $. RENOVATIONS ONLY. int plop needs to meet til (aeaMns regUi►e+neatr:, arty t type g edge does trot s>,tad Mftr Than a rasa tram the overrmnp• Glass areas Emmy ronowalsa Art do rrof meal lhfa c4ede t+Vel be Ytlrer whets pane weed, double pane abv a oounEe puw mad. e. Coolie! the lto-m om teglteMee Ttn dhecdp Theta"01 peps I. s. Peed'rytinirtwm Asaniramenta far SmaEl Additions and Rararetlons', TaDla 6C-3, and d+echr et: appikabte Items. 6. (lead. 9qn and date ate Ovrted/tgern" aertiricat� saetamam an o+pe r —2— Sent By: Lockheed Martin; Nay 03 05 1.0:23a 1 407 356 6864; WINDOW WORLD OF CNTRL FL I architectural Te Marsh Fernbaugh, Director of Testing Alside Window Company 3773 State Road Cuyahoga Falls, Ohio 44309-1365 RE: Masonry Installation of 0602 Horizontal Sliding 6' 0" wide by 4' 8" tall and 6'0" wide by 4'0" tall. Dcar Mr. Fernbaugh: May -3-05 11:18AM; 1407-389-1402 July 10, 2003 sizes 7'0"wide by 5'8" tall, 1 have performed an installation fastener analysis for your Ot 02 Horizontal Sliding Window installed to masonry block walls. The window size considered were a TO"wide by 5'8" tall (DP - 30 PSE), a 60" wide by 4' 8" tall (DP = 4 PSF) and a 6' 0" wide by 4'0" tall (Dr = 40 PSF). The design wind pressure for these windows was determined by the testing documented in ATT Test Report 01-43162.02, My analysis assumed using 3/16" diameter Tapcon anchors 'tit a minirntun embedment of 1-1/4". To safely resist the design wind pressure, 9 such a ichors are required. At installation, use three anchors in each jamb: one near the top md bottom corners and one near the mid span, and three anchors in the head: one neat e h comer and one near the meeting rail. This installation detail is appropriate for smaller windows of same design wind pressure. (f you have any questions rcgari contact me. Sincerely, ARCHITECTURAL TL -STING, INC eJA. ecd, P.E. — Enginccring Services JAR. -jar cc: 0143162.02 this model subjectod to the ing arty analysis, phase Page 3 p.2 130 oorq Court York. PA4.05 ee phpl►p; 717.767.764.777700 fax 4.4129 www.arthtrst.com �" � Q N J � u - .J J L N_ m n UI --44D9 (o r 122-34 L �— W U Lnij� co 0. r - 0 _j J 4� DC 0 3 r 3 0 0 M 3 � �r Y � U om .J J L N_ m n UI --44D9 01-43162.02 r 122-34 +, c �— m Y � U om 7`-0' X 5'-8' J O m n UI --44D9 01-43162.02 r 122-34 +, c �— m It' Dla. Tnpcon Fostener With M.IrAmum of 1-1/4' Penetration In to Concrete Fran99g (Typlcei) (3 tatov I0- oea. iopcon t asZener With Knimun of 1-1/4' Penetration In to Concrrtr TraAing (TypicaU Dia. Topcon Fasten.- With asten:With Mln�mun of 1-1l4' Penetration In to Cone Framing (Typlcnt) 3' From each end and at the eddspan }' DGS TAPCO FAST"'E 0 NASCNRY FRAMP STION - BB t SHIM (MAX EXTERIOR ELEVATION EACH END AND ONE NEAR THE MIDSPAN AND (3) IN THE HEAD- , 8' rRON EACH END AND ONE KAR tHE MEETING RAIL (9 TOTAL% SELECT SORE V LENGTH SUCK TMT A MINIMUM EMBEDMENT Of 1^)/4' IS ACHIEVED INTO THE MASONRY FRAMING 2. INSTALL TAPCON ANCHORS ACCORDING TO TAPCDN INSTALLATION 1NISTRUCIMNS. 3. SEAL THE INTERIOR AND EXTERIOR PERIMETERS VITH SILICDNE CAULXING. 4, MAS(IWY FRAMING SHOULD BE CONCRETE, KASIDIRY &LOCK, OR LIGHTWEIGHT MASONRY BLOCK. Joseph A, Reed 130 Derry Ct York, PA 17402 rl PE 1!58920 Modet 0602 ALLOVARLU DESIti.V MEND LOAD (1).P,) A ATI TEST REPORT # 7`-0' X 5'-8' +/- 30,0 psf 01-43162.02 6'-0- X 4'-8' +/- 40.D psf 01-43162.02 6'-0' X 4'-0' 1/- 40.0 psf 01-43162,02 —1. —110612 HORIZONTAL SLIDING WINDOW [LIENT, A-SICE tNC. MASONRY INSTALLAT:CeN DRAVING Sent By: Lockheed Martin; 407 356 6864; May -3-05 11:18AM; nay 03 05 10:24a WINDOW WORLD QF CNIFRL FL 07-389-1402 Florida Building Cade Wine 32-5 0 Pnodcdsawo animehnfm Wa i mr. Pablre (leer - Not Ammi tad Vii Appllcaitam t Date Subm ilkd: Product cma- TeabRkA Rq tdiw. TecbmirA eve AddmalThondoma- Carttgo4y_ . SubcstcWy: Errabtation McWad: ReferwaW Stsndartts ff*M t>te FlOn" Damme Calc: Cmifuudiw A0mT. QuaWY Auura ce EAdry: validatian Eably: Dew validated: Authorized Sigaatura Pedotmance level of the product and conditions or limitations of use: 1 ,mm e. bm Siete Road 6op FaU OH 442.23 y Foobou9b SLate Rod hop 1FalK OL444291 Page 5/6 !i Page 14,14 0"w Slider kation Mak or Listing *m, StmdX�8 4.11 ANSUAAMA/idWDA 1407 10115-2 iicem Axhileeltud Mmrutmrimms Fambough 4Ol :72xG0 DP35; 0103:IMX48 DP25; .72x48 DP35; QW3.1 OU43 VF25; r :72x56 WA /8' DP30,12x48 w/9/32" 1) 0.0402:84x64 DP2S.72x56 DP35; 0 ; I20x64 DP25.108x56 DP35.1081(48 i Sent By: Lockheed Martin; 407 356 6864; May 03 05 10:244 WINDOW WORLD OF CNTRL FL . .. .. Flotida Building Code Online 1� I livalvationfTest Reporu Uploadad: Imcashou Documents Uploaded: Product Approval Mcthod: Application Status: prooNm madd for Nam Sul. IVIS PM ;z1z ftairt; May -3-05 11:19AM; Page 6/6 4L 07-389-1402 p.5� Page 2 Of, 0 Q= x68 M,72x36 DP40; IWODP35;070T1�0&4 DP25 I Option A A Page uwig m X-0: 72srA DP35; lir UUIWnn X -0,X- JQ&wAg UM; X X� W%4@f)P35;. VV AIM mn X -0-X- W&M DP25; lAr mt ZO: 72x36 DP30 1Ar mb= i3 cmaciat X -X; 84-.0A Dm, 722 Ur loss mat X -4-X 120x64 DP25. IGMS MS U8'ft = X -T, 94-.,63 DP3 0, 7b jAr pim camt X -01..X 10ftM DP2S. 101b" rHA-41Vf *(6d1Vb PAGE W R W, Building C,onsultants, Inc. 1 consutung and Engineering Sal vices :for the Budding Inchl P.O. Bole 230 Vahicu, FL 33594 Phone ill3.684.383'1 i Fscsiunle 813.684.3954 ENOYNEER'S NO CE OF ]tiVALl7ATrOPT #PSO-StOrtF Th -M 2a -Trot Carp. 108 M ozfeld RoW :�=11Facsimile 2.19.86$.5190 i i ID>iSCRHI'TiO1V OF Model Gla resignation: nn1 Series Wood Steel Doer ( ed) with i or without Side -liter M OWMW N Size up to 814 z 810 usable Oat -swing C . X, OXO, XO, OX, XX & 0 Oe "Rl D=riptioa: head 9nd jautbs are wood measalriag 4.5" x 1.25 " with an extruded aluminum tbrwb W& Tile Mels mid sidelite Ls are 1.68" thick and Consist taf two 24 gauss (min ttt wood .022") steel skins for the Premium Series g1 stiles adnib with a wetbm etom The glazed door paaals and si ridites ace rued to receive 1/8" tempeivd or 112' ms laced tempered =inserts � by Tlumma-�i m ' T c 707ials and AMMbly T (1767.4.3 Pactelior Assemblies; 1707.4.5 M1111 o13s Door ASSemblies) i Teat Tat Lotion Dift leo. � . AS1ML33o Scalae NCTL- May 1,1997 dir— 210-19171 NCTL-QdmodaFL 23 1998 210-20304 Barry A. Ptulaoy, P.S. # 16.5 TAS 202 FinadEody NCtI-MM Nm-odmtfaFL May 1,1997 bta 25 1998210-2036-1 2f0-t91T1 Barry D. Pommy, 1,. a. # 16258 ASTM i E331 NCPL- � NM- ' F7. FL May 1, 1997 Ma 25.1998 2101917-1 210-2030.1 BWY D. pm", pa # 16758 AS'11td E283 Airr� ^~ NC L-0 d� FL �y 1, 1997 210-1917.1 N tr I'1, �- FL b7?av 23 199E 210.2D301 I]. >s �*rY arlrivg, P.E. 16258 # TA$ 201/203 °°1 � NA NA NA NA ° 8idciita sra coasidctaia t ap4MM fS%of Poaitiae Dear PrcwttrC w ' as y p fd moat be ahuae%d to ®CCS debdo aimia. C44 madalli I�iml Sim D Frescos Ratings Mad 5 X To 3'57 8'0 +45.00 -45.00 Gla nd S111de with Side ites XO OX. OX4 U To S'4 x 8'0 +45.00 -45.00 — Rd AgruW Coastal A]= Astra Glazelazed rouble To 6'0 x 8'0 Gd tlonble wiW S' OXXO + 40.00 - 40.00 +45.00 -4$.00 To 83 x 8'0 I +40.00 -40.00 +45.00 -45.00 Installation and AwAo�na. See reverse side this page 1. Evaluated for use in I tions adhering to the Florida Building Co& and wt = pnesstlnC mquirements as determined by CE 7 Minimums Vesil p Loads for Ruildizip and Other Stlrucb res do not exceed tate design pressure x7 nggs Listed For"Masanry i�S[8llatt 11S where this s lb4umk iS legs ftn 1-112 inches -sections 1707.4.4.1 a id 1'707.4.4.2) same diameter Tapcon type c0ficrete a be such that a minimum -1/4" eagagetnent of the Tapson into the masonryW, section 170 74. 4 A1lchomge Meg a& and ROM' must be substituted and dicknah m um dl is gbgii Ccrti[ication: Florida Pmfcssionak Ellen= - 5QA No. 43409 April 25. 20()2 Lyndon F. Schmidt 19506 Prench lace Drive i Lutz, FL 33558 M STE DET " A' --t 1--e" F e; When attaching Sidelite the above cnchoring applies #1 o xx 2'L.C. SEE NOTE' PFH ws X10 x 3/4' #1 x 1' LG: PFxf WS PFH WS SEEMM x 3/4"LG PFIH WS MAIL ID Note. When ottacning the strike & + - NOTE. A11 perimeter screo S are deadtoit pkttes to the strike Duck use #10 x 2 Lg. PFH SEE #8 x 2-1/2- P WS. When aftetfLng the strike a 'rSE�A(L 'E' deadbalt plates to the ostrag 1 LM 18 x 2 1/2" Lg. PFH When attoching the strike & xi sidwe loft use f to x 1 3 4° Lg. PFH WS.®® 1 (2)#8 X 2 1P/22t" (2)18 X 2 1/2" L.C. PFH WS SEE DETAIL 'COASrAL ,o '� ALLAMUMM ASTRAGAL ATTACH ASTRAGAL THROW a0LT STRIKE AP FkAAtI- �_ -- DRILL THRU FOR DRILL THRU FOR (2) in A.357"0 BOLT DEEP .,357"o BOLTS D a In ENOUGH FOR A 1" ENOUGH FOR A 2" �• BOLT THROW SOLT THROW I � .g• I L'>' UMfNufif ASTRAGAL ALUMINUM L1ETAtL �" ` ASTRAGAL THROW ERXTS ----- AT THE THRESHOLD '61 LL W, Rl r FW AWN ff MEM W-sm"I fill'. VROAOS a s_rw AVLVL WX Ur TINK Fmw A� I M= Am= O� r It ;*p AWN ff MEM W-sm"I fill'. VROAOS a s_rw LU At' Jib am$$ W, as TIM. AWDRA10101; A1910DAL 044 no Iva 449 "is •0ago a' .1vI:-,11 410:469 Mae LPiik• 40808, 9 Room - lip 'IP, I INIUMM 120 a W, am Salim —Ini'Vosteo, -Gave .Coo 0 . 1 Jib am$$ W, as TIM. AWDRA10101; A1910DAL 044 no Iva 449 "is r LAJ r_n co �O o z LL s f901 IN 4. tf W�fAY�10� ism t � � � e �eR A6'�c + IRN oamp �W 1OM9= . N.W. Mr. � aw a mw aft 1R:f3 =a "PAmom a 4w M Iw R !� 1!a r ice' oB10!!i � iR aDRD A /C 11 ar wD am I= wo fu mwt A /!II ASI AB! • ! D�k1 Mun" o! at ai f =WW d iSrTf Pf as mp AW t! mmnew BE i"89%swir �.OF3f is MASTER #. "I M IX W cr CL I S�z I ID 1 71; W, m Ila" �Mm l� rNE I S�z I ID 1 -- 6 a -ZPIO n L -C 1,1e 14 ,'--8 1 D :tMTH M I -LWMK F 2 Rbsistence To Water FAX : 4,07 F•75� I (A- PkGE THERMA o1RUUration Z,N 1; 7A JESTING METH OD -stingy is in accord 3nce with: \SI:ISDi•104- WaterPenetration PerfomtarceStandard torinsul ted Steel Door System.,, luth Florida Buil rrts Code Protocol PA -202-94, Secticvt: 5.2.6 NVat r lnfiltrat:or. STM E-331 - Sta and Test Method for Water Penetration of c:,tt,;for Wtncows. 'Curtain 1�i'alls and D,1,)r Uniform Static it Pressure Difference I)F,SCRIPTION F TEST r1 dao~ systeur is i Iled to a pressurized chatrtl>er. The charnb, r is otttple:c } d:t t; ht, ao t'r�at air or at4r leakage ma; occur nl � through the door system. The interior cham ur air. pressure is raised to simulate the v�fwsofaprescri dwindsp.c:d. Duringthe 15 minutotost, waterat upre3crihedrateissprayedtowa7dthe djaar :,.}•stem, Hig pressure in the chtard�r is maintained at a co Stant tate. If there. are anv funded on nin"sin the sys m, the high pressure will force weacrthroueh to t he insidc::tlhr_rr. is nta�• be observed. 4 CEPTANcE RITERIA ►jhc dont iystern is forisidcred to have passed this tcSt if there a 7eru • Stet• rvrevatioo through the Spswra for I r minwi;s at the d ignated presst:re. T RESULTS I WATER PENFTRATION PERFORMANCE �.!_s Test•"gS��I 1..,t Pressure t W n Xj: t Qt,.'znctrat tier. i lt:rrn3•Tru Ctec ANSliISDI-101 1,571 P3-1-6.2; mnh) Lim Wats Ptnetratl0rt Iloor Systems • C-�IdSgiC-Cr:tt3 Fuer-( iaasic d: ;;rnt�oth-Star Dloo r S} Stu^ts J(.uth Florida Building Code Soc:th Florida Hui idiri, Code -%\S1,15L)1-1 t11 ~.psf(5: 111 Ph.-, 7 34 pcff.53 tttph;r t . ,7 p.r(25 nnph; .4111 testirg. has bevi lvr onn:. e i an ind:�tendent licen:si.ti (tasting ! ta.3ucs1 cop:cs of urrent +t-stinb reports.: contact the Therms -T t �itCtLS3?-85�''. mete 2 P" F 2 Res ante to water Lety IN"aterPenetrat.t'Am 7.ctc ,VaterP,metra,ion 2 : ro %Vxcr Pctacration )rraroi;. l ter c ;ate rA3�7t,nati ;► ol. tc I Teclinica' Scrvicces Departr.tent at tssuaa Dee ?00e 9 Wduct Manual : ryr,.s T.V. C='AfiCf."dA. • p V,Jv-,, YOM ?n. COt. SfnCuJ' `S 3r h1 a RS',6!TU:x R�b:r' a.T`.r C•?rt. S. 2".07 iF.arnu•Tru f.O:p =ILEI N,;,. '717S 12 021 14: ID:SMYTH MILLWORI-, FAX:407 578,2106 N I Air InMration TESTING MUI HOD Tcsving is in.vco -dance % MY ANS( "ISDI -! 0 1 - Air Nfiltration Per(onnance Standard for insulated Steel Doors NWWDA 1. S. 8-38. S,%ctior 4.3 - Air infiltration Performance cA Sw:nging Patio Doors NW%k'DA L S. 9- 48, ScOon 4.3.1 - Air Inriltration Perfo-mance of E CcriorEntry DoorSysterni ASTM E-281- It a hod cf',"est for Ntennining Rate of Air LvakagehIOUgh Windows and Doors South Florida BuIldirgCode, Protocol PA -20V .1-94, Section 5.17 - AitInf1traion. DESCRI PTIO!Of TEST - Adoorsystemits ti.-;,-aliedtoapri;SStirizedch:im.bA.n The chamber :j complctcjy air, igh,. so that aur leakage may occur only through thi: door system. TNN is raised and heldai acon.stan I t talc to simulate the el rocts of a continuous 25 mph wind. The air insidt the chamber, being w higher pressure. Pe!)et,-at4;sthr-ougitett; door system tothe f)tic-.ide. To maintain the air prc.;.,.ure in the chamber. addimunal air is pumped at a inc asw red rate into the chamber to replace !.hat which l ak ed Through the door systern. The rate NNhicit the replaxrnent air ispumpod into the zhamber is tett; settless": 1C talc a. which leakage incurs. ACCEPTANCE CRITERIA 'rh,: maximum allowable rate of air leakage. through a door syitetn cannnt cxccl-d 0.20 CL;bic fist per inicute p zr tool (CFM,'F1') ofsealing perimeter or 0. 37 C FM per square fool )Fdoor surface area, v. -hen rhle Systr1n, 1" sukiected ioapre ssure of 1,57psf (25 niph wind load i. TEST RESUI .TS AIR INFILTRATION PERFORMANCE "V13XIMIL:111. Aii infiltraticin P00 �Ul MMISUIC Rate of Air Leakage Ali 6y_;Lto Fe-fornianceGra e Thcrma-Tru Steel0 l0CF1%.VF1 Q. ZO q'F.kV FT Grade 40 17o��r systems 0.(A CFMFTZ ()?70F'Nft T' lnss�c-Crid? Fiber -C .'msic& 0.09 C.'.F.\I.. FT ';, _0* C FM FT ru(k 40 Smooth -Star 0.02 CF.'v1.*FT2 0.37 C F 41, VV DoorSyszenis Mi u", 1--.s b6m, revfornicd at an mdepcnelent 1i"-n,,.d toiing I- horatory. For more iniorma.loil ut request iOptes () curterit teiting report;. eonta,-c 6% Thcrtiia-7i a 1'echnical Seri ce-'; Minortment '11 I -IS06-53 7_8827. 1 0% It n Mes Produ t Manlwal Tm1'M'4.T'U , n %4-zzok w4 - T"r-Cip'"ic are 6.­".vL. 3%W '7 0 tifts-aft 'k; Cxp & NNW. rMwil Tru CM. PERF I page Air InfWration ;i ;. :YOB'S CERTIFICATION a `ihi its t0 certify that I have consulted the F 011WA MVEI? CO. o_ etifr�l Insurance Administration flood EA $ L/'If EIV T 1t zard f vuizdary map and foundthat tfie C. building site on the above described pro- perty is riot located in a special flood Hazard area. I hereby certify that the survey represented on this map was made under my direction on the dale shown based on the <.lnforrraation furnished to me as noted and conforms to the MINIMUM TECHNICAL STANDARDS FOR LAND ..:SURVEYING IN THE STATE OF FLORIDA in accordance with CH. 211-11-1.6, Florida Administrative Code and that there is no evidence on the ground of use of the property which might suggest a possible claim of easement other than those shown on the survey. The Surveyor has riot abstracted the lands shown hereon for easements and/or rights of way of record. No underground installations or improvements have been located except as noted. [30UIuOINRY 5L19Vf=Y Date: AUG. 1-3 19 6 SOLItlie a8torn Surdeyfrig Certified to Job No.: Scale William L. Petree A1.1ce Singletor.y Fi,r:st. American Title Company Z-7 1UZ LEGEND 0 = Iron Rod o = Iron Pipe O = Cone. 1"1011ument o = P K. NAI L - REc. rN WALK x- = Cross Cut Revised: 2601 WELLS AVENUE: SUITE 1131 . FERN PARK, FLORIDA 32730 'CERT. NO. LB -2108 �^ t 6'RY B. KRli.is- �REGISTERED L/y4tUSURVEYOR NO. 4245 4._ NOTES: 1. REMOVE EXISTING SCREEN PORCH, 2. CONSTRUCT BLOCK ROOM ADDITION WITH WINDOWS (SLIDERS) AND 3' SINGLE LIGHT FR.D❑❑R. 3. EXTERIOR TO BE STRUCK BLOCK TO MATCH EXISTING HOUSE, 4. INTERIOR 3/40 FIR STRIPS, 3/4" R.MAX INSULATION, AND 1/2' DRYWALL. 5. CEILING TO SLOPE WITH ROOF SYSTEM, R-19 INSULATI❑N, 112" DRYWALL, 6. INSTALL CEILING FANS, ELECTRICAL OUTLETS, EXTERIOR LIGHT, AND A/C SUPPLY VENT AS SHOWN. GENERAL CONSTRUCTION NOTES: 1.) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FBC 2001 ED. SEC.TI❑N 1606 WITH 2003 REV'S AND W%THE FOLL❑WING PARAMETERS. WIND SPPED = 110 MPH ENCLOSED BUILDING NO SHEAR WALLS IMPORTANCE USE FACTOR #1 VELOCITY PRESSURE = 22.5 PSF EXPOSURE CAT. '8' SOIL BRG OF 1,800 PSF UNLESS NOTED OTHERWISE BLD'G HGT LESS THAN 60 FT. GUST VELOCITY OF 33.75 PSF ROOF DL = PSF ROOF LL = @<4/12=20 PSF 2>4/12=16 PSF THE APPLICABLE INTERNAL PRESSURE COEFFICIENT SHALL BE +/- .18 2.) CONTRACTOR TO VERITY EXISTING SOIL CONDITIONS UNKNOWN BY THE DESIGNER AT THE TIME OF PLAN PREPARATION. (FOUNDATION PLAN BASED ON 1500 SQ.FT. DESIGN LOAD) 3.) CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4.) CONTRACTOR TO VERIFY ALL BEARING L❑CATIONS, ALL MEASUREMENTS, ALL AREA TABULATIONS, AND ALL MATERIALS SPECIFIED WITHIN THESE DOCUMENTS PRIOR TO CONSTRUCTION. 5.) STRUCTURAL AND FRAMING MEMBER INCLUDING MICR❑ LAMS, GLUE LAMS, STEEL I BEAMS, PLATES, POSTS, FLOOR AND ROOF TRUSSES AND WOOD I BEAMS, CATALOG INFORMATI❑N AND ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6.) ALL STRUCTURAL CONCRETE WORK INCLUDING (RETAINING WALLS, PAD F❑❑TINGS, CONTINUOUS FOOTINGS, STEM WALLS, INTERIOR AND EXTERIOR BEARING POINTS, AND CONCRETE LINTELS) ARE TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7.) ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN 'ENCLOSED' STRUCTURE. ANY BREACH OR PENETRATION OF OPENINGS, SUCH AS WINDOWS, DOORS, GARAGE DOORS, ETC. DURING STORM EVENT WILL COMPROMISE STRUCTURAL INTEGRITY. 8.) EXTERIOR WNIDOWS, DOORS, AND GARAGE DOORS TO BE DESIGNED TO MEET SECTION 1707.4. OF THE FBC AND AS SHOWN IN THE CONSTRUCTION DOCUMENTS CONTAINED HEREIN. 9.) CEILING BOARDS SHALL BE NAILED @7' O.C. WITH 5d NAILS.WALL BOARDS SHALL BE NAILED @8' O.C. WITH 5d NAILS. 10.) UPLIFT CONNECTOR'S TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. EXISTING HOUSE OVE HANG REMOVE EXISTING WINDOW, DRYWALL OVER PORCH SIDE OF OPENING AND INSTALLrREMOVE EXISTING SHELVES ON KITCHEN SIDE.. I WRAP OPENING IN A/C VENT \ ........... _�--------- ----- Ii --------------� ,ca ------------------------------- 2' 4'-4' 4'-4' 4'-4' SGD AND DRYWALL. EXISTING HOUSE FLOOR PLAN, ELECTRICAL & MECHANICAL SCALE: 1/8" --=1'-0" WINDOW SCHEDULE - PGT #4046 4 WINDOWS ON REAR OF PORCH SIZE 48 X 54 WOOD FRAME OPENING 47 1/2 X 53 1/2 wwWIND❑WS AND DOORS TO HAVE A DESIGN PRESSURE GREATER THAN OR EQUAL TO +29.50/-34.70)K)K STRUCTURAL NOTES: IMPORTANCE/USE FACTOR #1, WIND EXPOSURE B, NO SHEAR WALLS, THE GCP SHALL BE (+)31.32 PSF & (-)33.93 PSF THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE MINIMUM REQUIREMENTS FOR THE 2001 BUILDING CODE FOR A 100 MPH FASTEST WIND ZONE WITH A 120 MPH 3 -SECOND GUST. In 0 \ C) > 0 ,,D�� CD LJ z= �QQ f�c�z 0 i z. Q Co J \ O r" a J L7 M z O �—+ O (� 3 LL— \ 0, LTJ >O W L L CE � L W d 0-o" i REAR ELEVATION SCALE: 1/8" =1'-0" ROOF/TRUSS SYSTEM -ROOF OVER ADDITION WILL —Ki—rT Tn ry TTKi onnr -1 uni— WITH S/12 PITCH. {TERIOR BACK N TOP OF ER FROM KNEE 2' OVERHAND ON :LOPE WITH TRUSS LEFT SIDE ELEVATI®N SCALE: 1/8" = V-0" 13'-5' PEAK 8'-0' BEARING 6'-8' HD.HGT. 0'-0' FIN.FLR. EXTERIOR/FINISH - STRUCK BLOCK TO MATCH EXISTING HOUSE. U-) O CD -- > � J o W Z = Lw3� � Q Q Q ry Z Q J (Z Z E3 H- Q W J W W O n, M > r - J ¢ I- LD -?5 m ZO -- O J W 0 W i L l7 � M I— c W d �o� • N ��ell 'T kn w ' V 2X6 RAFTER CLIPPED W/A35 TO 2X6 PLATE LAGGED TO EXISTING TRUSSES EVERY 4' W/ 3/8'X4' LAG BOLT. X6 RAFT EXISTING RAFTER SP4 EVERY 4' WHERE MST18 ARE LOCATED, EXISTING HOUSE NAIL PATTERN WILL BE #12 NAILS 4' O.C. STAGGERED. \ MTS12 TO BE FASTENED FROM 1/2` OSB DECKING, 30# FELT, AND FIBERGLASS i WALL TO EACH RAFTER. 3 -TAB SHINGLES. ETA18 CONNECTOR 2X12 RAFTER MST -18` STRAPS 1 -EVERY .4' _ 8'-0" BEARING W/3 3/16" TAPC❑NS INT❑ BLOCK OVERHANG AND FASCIA TO MATCH SLOPED CEILING EXISTING. RAFTER X—SECTION SCALE: 3/8" - 1'-0" ADDITI❑N 0'-0" FIN.FLR. )KSEE WALL SECTION AND FOOT ING/FOUNDATION DETAIL , CD -- �OWQ' O W z T LD D: � Q Q�� ra ra z 0 O U W w (� J I U X W W n; J > � Q � Z � M 0 0 W > 76 nLni, 0 I L L5 4- W M c CD 00 N Vl N r kn ZZ 1n M ell \9 PITCH VERIFIED BY CONTRACTOR BUILT OF ROOF/TRUSS SYSTEM F 1/2' OSB DECKING, 30# FELT, AND FIBERGLASS 3 -TAB SHINGLES. - 11 vvvvl R-19 INSULATION HURRICANE STRAP EA. TRUSS SEE TRUSS LAYOUT ' GAL V. MTL. DRIP CONT. TIE BEAM FILLED WITH CONC. AND 1-#5 CONT. 3/4' R.MAX INSULATION 2X SUB FASCIA 1X2 FURRING STRIPS 1X FASCIA ALUMINUM SOFFIT 1/2' DRYWALL ALUM. VENT PRE -CAST LINTEL CEMENT STUCCO FINISH 1X2 BLOCKIN ALUM. FRAME- WINDOW SEE MANUF. SPECS FOR ROUGH OPENINGS #5 VERTICAL REINF. CONTINUOUS FROM ® -jlM PRECAST CONC. SILL BOND REAM T❑ FOUND.�j #5 VERT., DRILL AND EPDXY INTO EXISTING FOUNDATION. a Uu J w 0 0'-0' FIN.FLR. FINISH FLOOR ......................... Imul o v MONOLITHIC FOOTING DETAILS W o - - FINISH 'I - d a o a WALL X—SECTION AND FOUNDATION DETAIL. ° SCALE: 3/4"', _ o #5 REBAR - z - d CHAIRS TO PROVIDE 3' COVER ALL AROUND L() M W CD = Z t- LJ3Q Q � t=1 I=l Z zo ED i U W z x< Q W' J Z _1 3EDcii C� W i r W a, I > c z � H p (� 0 J W > W o L o �— W m 0— c/) �AA I� N � M p�q M O W rn E R M PLANS REVIEWED CITY OF SANFORD 5'-0' At A# 4'-0' ROOF SHEATHING NAILING ZONE NOTES ROOF SHEATHING NAILING PATTERN ZONED , USE 8d COMMON NAILS @ 6' O.C. AT EDGES AND 12' O.C. INTERMEDIATE ZONE2O 4JSE 8d COMMON NAILS 6' O.C.(ALL FIELDS) ZONE 0 -USE 8d COMMON NAILS 4' O.C.(ALL FIELDS) WALL SHEATHING NAILING PATTERN USE 8d COMMON NAILS... PANEL EDGES 4' O.C. AT TEARFUL SEGMENTS, 8. O.C. INTERMEDIATE ELSEWHERE: PANEL EDGES 6' O.C. 12' O.C.INTERMEDIATE 1/2' GYPSUM CEILING i Use 5d Nails @ 7' on center SECOND FLOOR NAILING : 8d @6' O.C. Edges (glue & nail) @ 12' O.C> Field ROOF NAILING 5CHEDULE A c P r.Y -u O O © 4'-0' Ug 0 Z41 (2 X(D 4'-n- 4'-0' ROOF SHEATHING NAILING ZONE NOTES ROOF SHEATHING NAILING PATTERN ZONED , USE 8d COMMON NAILS @ 6' O.C. AT EDGES AND 12' O.C. INTERMEDIATE ZONE2O 4JSE 8d COMMON NAILS 6' O.C.(ALL FIELDS) ZONE 0 -USE 8d COMMON NAILS 4' O.C.(ALL FIELDS) WALL SHEATHING NAILING PATTERN USE 8d COMMON NAILS... PANEL EDGES 4' O.C. AT TEARFUL SEGMENTS, 8. O.C. INTERMEDIATE ELSEWHERE: PANEL EDGES 6' O.C. 12' O.C.INTERMEDIATE 1/2' GYPSUM CEILING i Use 5d Nails @ 7' on center SECOND FLOOR NAILING : 8d @6' O.C. Edges (glue & nail) @ 12' O.C> Field ROOF NAILING 5CHEDULE A c P