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HomeMy WebLinkAbout821 Catalina Dr (2)CITY OF SANFORD PERMIT APPLICATION Feruut #:QI(� Date: "f ., IKriPgan of:Work: hOEL, storic District: Zoning: Value of Work: S 00 Type, •Buildingermt_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool k },r.Pt ElecMcalt New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole w Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) r` ,lumbing/.NeW Commercial: # of Fixtures # of Water &Sewer Lines 5"' # of Gas Lines P yP.luulbing/New.Resideatial: # of Water Closets_ Plumbing Repair — Residential or Commercial + 4Qccupancy Type:, Residential / Commercial Industrial Total Square Footage: 5 xCoustruction:Type:. # of Stories: # of Dwelling Units: { Flood Zone: (FEMA form required for other than X) r i r, ` Parcel!! t (Attach Proof of Ownership & Legal Description) ? Owners+Name&.Address:]') y Q/Q R,� ,-1 Cry n�l_►�C!1�)4 HiQ Phone' tr- t— W.—P. A AAS--- K �i 1 P � ♦ . ...-. � - _ �'^ �. -lou n tN• : r�1 tN.- yOtlNb i i1 t,�ta s•(� C1fZt Aa3i�t? �gOt State License Number: �+1pi Phone'"azt{07-�q���ifi�(oa�ral'D71Jn Contact Person: �DE Nti�/G( Phone: YD7�?lFi �2d�f Bonding Company Address: rA.n.t . .. � s Address . Arc eet/Englneer: Address: Phone: Fax: 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 I permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate be secured ,for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and ITIONERS, etc. IL-4 AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating ;tion and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 'YOUIY FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER GR R..AYING PAYING NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. InAN 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 Ity, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. prance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Siggatum of.Owner/Agent Date Stn '� ^D g giurtrofContractor/ gent Dau Print Owner/Agent's Name Pn ontractor/ e Signature of Notary -State of Florida Date Sign •ord � yfS,t�e�c 5 lori � Date 2•c �\ 70 O Z•� II »OS wner/Agent is_ Personally Known to Me or CT,4 nt is ® iAli}�afiwn to Me or _Produceld;ID =Pr We C—, Zoning: 4 -Li es:. (Initial & Date) //�RY PUS(I 5tJ"(,) FD: (Initial & Date) CITY OF SANFORD PERMIT APPLICATION Application #: 07—/7,63 Submittal Date: N4 -a? Job Address: Value of Work: $ . /rt00 Parcel ID: Zoning: Historic District: Description of Work: RPT k_nij WiK p Square Footage: .- ........................... 0.......................................................................................... Permit Type: Building 13 Electrical Mechanical 13Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑. Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration W""' Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential 0 Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/Now Residential: # of Water Closets Plumbing Repair Residential ❑ Commercial ❑ Occupancy Type: Residential EV" Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ..............................................................................Q............. ............................ Property Owner: Contractor: /fi . /ro 41. �4 Address: Address: 0 V0.0 N L44.G"-.-- PL- 3W Y Phone: E-mail: Phone- 6771"5_5 State License Number: 4404406/1 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. 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 permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent / Date Print Owner/Agent's Name Print ntractor/Ager�tR`ly ! AnJ N__ ! / / • �tY • / v 7 Signature of Notary -State of Florida Date S69L re o oto afg of F io✓a4�; �- " ate -�• a. l� ai ry v,O �C• n � U• ® `C, Owner/Agent is _ Personally Known to Me or Contractor/Agent ?e -- Si etsoV10(n�vn { le or Produced ID —Produced ID ZZ'6,OFFt QAIDA ,���\\ �IIIII100 APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: fj Rev 02/2007 CII 3O � 2) d CITY OF SANFORD PERMIT APPLICATION Application 4: . 61-)1,(-,# 3 Job Address: �S"�-� 1 r- A % A1_1 .ill 5P%-'F.a4-D Parcel ID' Zoning: Submittal Date: e-1 I S' + O) RCnE.n rr-�-, Value of Work: $ * i S,© O o Historic District: T APH (P 9 2007 Description of Work: Square Footage: l ........................................................................................................................ Permit Type: Building Electrical ❑ Mechanical E3 Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration 19 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 ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ........................................................................................................................ PropertyOwner: V- P,">y P �T` ft v�. r. Contractor: S `r �- �-L✓' s 31 c- �� wE 1 Address:. '� +� a x S'�l �S Address: Phone: 3ai-�a3 y �I`I� E-mail: Com• + Aa+- + 701 ' �' oA,C e� �� Phone:3at-�a�-yY yd'State License Number: G'3cz, 14 Bonding Company: Mortgage Lender: h'i o ° 4 Address: Address: Architect/Engineer: Phone: D - .j �t Address: I. b o c I ��� rL IL; v S z i-.' r r. -,1 1 Fax: Plan Review Contact Person: 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. r . 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. permit . - that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Acceptance of ermit is verification P P Signature of Owner/Agent Date Signature of ontractor/Agent mate Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 Date UTIL: FD: Print actor/Agents Nal Signa re of Notary -State o >�\\r\\dt�\•�1tnr' t� 1t7��/fir .� `VV'�y�aPIQM11 0 ve, 16 Q.. c aty Contractor/Agent is _:MrsonallyWQwM or Produced ID ENG: %9 • nsulkj: W.� Fm '• C RE: S&R CUSTOM HOMES Attention: RANDY HALTERMAN Dear RANDY: JOE ADDRESS 821 Catlina Dr. Sanford, F1. LOT / SUBDIVISION W 1/2 OF LOT 70 + ALL LOT 71 MAGNOLIA HEIGHTS COMPANY S & R CLASSIC HOMES CORP. r r rarz• ••r Print Signature & Date Witness: Print Signature & 6 At/ 7-/)A / c No" Pum - St ft of Fbft !y CamrAsw Expires Sep 26,201C Commission # !M 599067 Bonded By National Notary Asan. ST S � L A S S i c �-�-v •n.. 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E.hO STILES ATfAC11FD TO DOOR 5KIM 'Pili PATENTED TOG -L -LOC SYSTEW 25 CA 111N. SIM-\ 1 1 1" -" A OD, ADTIOEI eY CETLTEA)- —IN CDA2FD YANK GALY., 8AKf0-OM PRWER, ANBA D A KED -OH POLYESTER TOP COAT APPLIED TO DOM SIDES OF STEEL SMRI. M mTItLAI GLAmK' 9�sa OM 7H9 IKAATYi YTt1S THE >i10 LAPD ADOLaEHU400; o M IT IR B1ALp1a 000[ 0R 1xRTHA1I01N1 DIAOPIG CAPE BAIT DOE43� 1147 TIRE .P•tC7 A[4ld116 A00l1EdEt�1t 1LYT .'Me011eT0E07E RD:1014 _ cIUIPTeate (BDTH S41E5) B0O POWII LOCXWG END STILf SUM BOLT ENIGRCES OK VERTICJII TRACK. ONE WEN OTT EACH SIDE Of ODOR. NOTE GODOORRSS OVER r OQ HIGH eC-­ #14.4/8' LSLSST (s)4J SEECTIO" (MSHOV"-OT . SNCL) 7d£TAL SCREWS C O 1/4'.JJ4' SELF TAPPYIG SCREWS. IS C.a W.T£fil��F1L:TF HI s nFw N 296 YELLOW PINE WACKETSIFASSTTENEY. WEEL EDD M WOW YATH ONE 5/76'.2-3/8' LAG 1 PER ]RACK " 2' GJLV- STEEL TRACK FASTENED TO-/ t2 C•A- bAV_ STEEL TRACK EIRACKETS. TRUCK ATTACHED TO EAO1 aWICKET WIN TWO 7/45318' BOLT$ & NUTS OR Two 1/4' 8GL RINETS. i 1 r3 TAGF SCREWS ON 24 CENTER5. WASHER AEd711AKD. LAG SCREYAS NNY 6E COUMTfA5LAa1 ismNOT AEOUREO) TO PRVVM A FLUSH WOUNW SURFACE HCYAIONFAL dales DO NOT TAAAE2FER LOAOL 3' TALL V-ELAR 20 Gk CALV. STEEL 14 :A L%1 VXR Top i0um MAEr4Y, fAON RkCW' t1LLtL3) W SNIP W ,PHS ,OWGA.COM iWIB u FASID"�/�(T�o OV VXftSPIEte =) )14•6/W ' dt Ed1 1/aS.i/A�S6F IAFpm SGIx X TALL H0 Gk GAL, SIR, SO M YYd d-BA1 ®[ J -6W PER E.�El1 V -NA ATLwm] MIR Two I/4'.Hf4- sW OATWO St KV& PEA STKE 10CAigL ,o uv 1913, 1500 INSTALLER 1 13 G0. GALv. STEEL FLAG EIRAL>tET. I[i EACH FASTENED i0'A1170D .IAMB HtTH (3} 3/18'st-5/8' 'ROOD LA, SCR£AS i TRACK NFf RAVON DOOR HEIGHT s L 2- GALY. STEEL TRACK- 6 -6 7 T -0 76 - .WW. TRACK THICKNESS: %- .DSD' 8 8d Z RYP. 2-1/2'.12 C.+. QALY. STEEL TP,%CK BRACKET.. (4) TT2AfK BRA[KETS PER S>E]E_ (FAC70RY ATTACNEQ} 0, DTE- DOUBLE TRACT( KMIA NU Wil[IR LOW HEAORODY IS ne m WRIL- O fffTE .al '•T� AVA1LAZLE AS AN OPTION q SEE( AN£lICR BO+T$ ON 24' <ENTEIIS (BOTH la « SAtx StT[eEpL �rpTTOY etl.dET_ Li C -SID UE BLGOR 2 -DOD PSI IAN. E IXIIETE) OR "�Eti�O�MxTTIP T'A0 Tta.s/a' - 1/+yd' UPODTI SCKWS QN 24' CEMERS 2ADD FRONT FRALdE a1TH uv. BW PSI UK CONCRETE). *4Z aKLUM aONT SLEEVE ANCKOOM 1' 0.0, WASHERS AIDED • sAInL t1FA . G ON OUTSIDE SURFACE (ouT T�CONS. ANMD S WAY K COUNTERSTBlS SEC7TEl1a A-A-iane vcnl . REOLEgEDJ TO PROYOE-A FLUSH - r• la"TING AtTf% H061¢ONTAL .IAL165 DO IaDT W DS I N 1RAH4FEp LZ)tA ACWADRdC TO > CORDS FOR TV4 HO SPEEDS LLSIED BEEtTR GU2Qa.� OPTrwanT to Srnr SMP A1DL.E4TING BY D011i #ATALE,(R (TO STAT)OR FEIC (l9CE7) FOR THE FOLLOMKG LDEIN D SIDE '•TU R t7EE '70 GA. WWLM . CA. STEEL END SME - CDNDFrDDNG: 1) ENCLOSED BIIIEDE/dG, 2) ODOR UIE RETAAIFR SECTON B a �� HAS T Of TIDTN IN.8L@DY16'S END ZONE, Ift3/4' PAN HEAD SCWN J IIWORTMLCE FACTOR OF 1.0. 4 ANY (1D S�REM5 PER UTZ) Zd CA QALY, STEEL LATER. STILE 5 500E F 'INET SPEED PEE s 100 110 1 1_ 120 _. Fv0 4;;;�Q L a w C 3 C a STILE WJa ROOF HEIGHT 30' 30' 20' SNAP LATCH EAGAGES INTER ONTO VERTICAL TRACK. STILE 16 LiA. GALV. STEEL E61TTER HINGE ONE SEAS+ UTCH ON SASIENE4 TO WrM STILES W/ +} >oPTER. STILE EACH SAE OF DOOR. JT4ti/8 SHEET 10AL SCRE LOcx BAR ENGAGES W `- li GA GALY, STEEL FJgI;ER W CtFTSIDE TRACK ON - FAMENED TO END STILES FJICH 'Ar/(4) UM TDP BFACXET OLffSICC KEYED KANDLZ EeLH SIDE (4f1/4 SHEE-F METAL SCRMI Aldo HANDLE Of GOaR. (4T I%4 z}I4' SELF 1APP90Ci SCREWS PER ENO HINGE. �K STt1 E VMIZ0NTAi END j IF 2" DIA SHORT STEW. tO @tiLL STEEL ROLLER NgTLy THE OESIGI OF THE SUPPC13WG �-RLTL tCUUL CIELTcNTS SHuA L 8E THE RESPOFWAtWg, OF THE PROFMKY4AL OF R REC C1 FORTHE BUB.LDi' OR S'TAUCTUT� AND IN ACCORDANCE B4N-4G OMS FOR TK LOADSLIST© ON THIS Cli01BL�laETcT a ra—ua _ Cf IT 40E REYFn n!� INSIDE HWGLE LUCK BARBAR e[x-rlui f CdURIF �P47:+ - T.UTSCE KTY£dL arca ` DES'GN Ew AHEFJG MARX 1AESICAFIELO. P. E_ $TAAD ATEN ifll`M no.u,•, R09QA. A.E_ /48495. NC P.E_ j23' TEXAS P.E.91513 • - �'�"ir. .at DESIGa1 EOAos: �25.o P_S,F_ & -32.0 P.s F. TEST LOADS: .37.5 P.S.£_ 6; ,.a S CILOPAY 19Ub1DWG PRoDticiS CQWPAAY tEAtt 111E6 ME .4ifD eras OUXE BLVD. 1.11: W 4 TIN x 8,H MASON, UH! 45040 9/�j/gF PisGAIPl0.]. _ Building Products (sl3? PAIV 73/75/34A/94. 9'W +25/-32 I AN alis R...,1 t]ErALe tr>rAtnt.c w�res„ -- 3�LiI59 cs I 5 cn 0'Q con CD C: CD rjo COPi {X t'? 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G017fOG-41-"2 SL 14x80 1G 67.D 67.0 N SL 35 x 90 IG 55 D 55.0 H E514125-02 wood OXXO p 124 x BD 1.2 36 x c0 0 55.0 55.0 Y 19:3 7-8 0015.02, 1 S,30542 iJi8A7041-02 SL 36x&^ IS 55.0 55A rJ E`J4141a2 iv000 X 1 36 x e1) 1 36 x B. 13 50.5 50.5 tI 18� 7-9 G7O1r0D41.02 0701 2-2 6V4142-02 rand XX I 72 x 8D f, 2 36 X 63 Iu 50 5 50 5 rJ 16977-9 070210041.02 0V02-1.2 E44143jJ2 wood XflrOX 1 72 x BD 1 36 x 63 Iv 50.5 1 50.5 H 1897 7.9 GOD3-02; DS03-v2 07ODU041-1)2 St 36 x 63 1 G 59.5 Pa5 ri E1J4i,4 �2 tra�d DXp I 109 x80 t 36 x 61) 13 50.5 50.5 r4 18977-19 OOD4-02, D. -M -D2 W0110041.02 SL 34x80 IG 57.5 503 N Eti4l45•u2 mood OXXt3 I 144 x 80 1.2 36 x B3 IG 50.5 505 N 16971.9 OOG5-02; 0505-32 WOWEID41-02 SL 36x83 IG 57.5 533 N 0=t2agee; JG=J�sulaE iq Glass widt mlriml m 1; B' le-were4 plat:na ' bWod in auardanDs with V.d-o-Dada Praro. S PAM. 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PA202 aid PA203 c co I N 0 O cn _ cr1 w 3 --3 r't7 3 -o 7C n O IM 0 w O co AUG -19-2005 FRI 11:53 AM TRIM PAK CORP FAX NO, 4078576234 P. 04/09 x£`, ;C0P-WL=EN4100=02- WOOD-EDGE STEEL DOORS Glazed Units I, (Door arrangements using fewer panels than what is shown In the above chart also comply under the product approvals 6'8" Height -- Outswing o 2. Assembly details are available from the Masonite International website (www.masontte.com) or from the technical center. T&9Dab0302W7o Orrift e 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical i3m ai%iat rwW°aes Cefder. Adrlrorsd h+la mMa- gvAde0le from We ITSWM 4. Actual deli n remure re ulrement for s eciflc building design & eo 0 P 4 D gA prapnlc lot�don is determined try ASCE 7 (Minimum XCOP-WL-EN4161-02 ::TV design toads for buildings aryl other altucnrres). National, state or local building Codes specify the edition required. 01.0314.29 50.5 NO protocol PA201, PA202 & PA203. —HCCO Entergv Evclutl v.q}row, Entry Systems tor�ryaw��� lurk iT, :eR2 y(? -'01r 19pwgmndprri4(,IWmnedmrtn4ff,&dreaq�pgweAdAwl Masonite International Corporation .1. W ,4*a to rlype,mw "". Not Listed Not Listed — ° 278" + 1'0" 2'10" + 1'0" 210' r 17" COP-WL-EN4163-02 01-0314.29 50.5 NO 37 + 1'0" 3'0" + 112" 1'0"+2'8"+IT 1'0" + 2'10" f 110" X0, OX, 0X0 17 + 2'8" + 1'2" I'0" + 2'8" + 1'0" 1'0" r 3'0" + 1'0" 1'2" + 210" + 17 COP-WL-EN4164-02 01-0314.29 50.5 NO 1'2" + 3'0" + 17 2'6" r 2'6" + 2'6" 2'8" + 2'8" 4.21" 2'10" x2'10"+2'10" 37 + 3'0" f 3'0" ' 2'6" + 2'6" 2'8" + 2'8" 2'10"+2'10" COP-WL-EN4162.02 01.0314.29 50.5 NO 3'0"+3'0" XX,OXXo 2'6"+2'6"+2'6"+2'6" 2'8" + 2'8" + 2'8' + 2'8" 2'10" + 2'10" + 2'10" + 2'10" COP-WL-EN4165-02 01-0314.29 50.5 NO 3'0" a 3'0" + 3'o" + 3'0' Notes: I, (Door arrangements using fewer panels than what is shown In the above chart also comply under the product approvals shown. o 2. Assembly details are available from the Masonite International website (www.masontte.com) or from the technical center. T&9Dab0302W7o Orrift e 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical i3m ai%iat rwW°aes Cefder. Adrlrorsd h+la mMa- gvAde0le from We ITSWM 4. Actual deli n remure re ulrement for s eciflc building design & eo 0 P 4 D gA prapnlc lot�don is determined try ASCE 7 (Minimum pe M (w�In�). the II�oMIe eeDede design toads for buildings aryl other altucnrres). National, state or local building Codes specify the edition required. �" "A°°"u" C011► ft eaonue letllnkel clout. 5. Masonite International sU uctural, cyclic, air, water, forced egtry/or Impact testing is done in accordance with Miami -Dade protocol PA201, PA202 & PA203. —HCCO Entergv Evclutl v.q}row, Entry Systems tor�ryaw��� lurk iT, :eR2 y(? -'01r 19pwgmndprri4(,IWmnedmrtn4ff,&dreaq�pgweAdAwl Masonite International Corporation .1. W ,4*a to rlype,mw "". AUG -19-2005 FRI 11:54 AM TRIM PAK CORP FAX NO, 4078576234 P. 05/09 XX Glazed Outswing Unit r~^ WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: Test 041113 Reviuw Cariftls 030284470 snU COPlrri flagon Validation Malna t3026417C-dD1 prauldas addil�on.d nlormanan - aua laD4 nom the rT;rw" kwamkaxom ar the Masonge IMnalmtchlee. eam) Nola: Units of other sizes are covered by this reepa« ss long se the panels used do not exceed 37 x 5T. Double Door Mwl maim onil swa • 8.0" t 8'8' Design Pressure +50,5/-50,5 r.Imllad avatar unlrr sneeial Ihnsihold dna gn is used, Large Missile Impact Resistance Hurricane protective system (shutters) is RE=QUIRED. Actual design pressure and Impact roslaeanl requirements for a specrila building design and geographer: Ioeawn is determined oy ASCE 7•n411onal, sura or local OURding Codre sWfy the edrlion roquhed. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — sea MAI]-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed - see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: an an0 00 nd an go nm AQ lao Pelle: 13,1,115 snrias 118 sarw 680 saris: 822 Series 1/2 GLASS: old [1 ° C an no an no on Do an 105 Saar' Inti, 100 Srnns• 120 Sona- 200 Sarins• 12 111 23 RR, 24 RJL 1U7 Sends• 108 Sails 304 Sides Serres, 'Pd-' OW4 kll 01.1y .Ilse IM 41* in the Irdlowipq doof styks; 5•pinal; 6 -WA wigs =e rlk EyeMar 5 -palmi; Eyebrow 5-wsiel vnlh ocrd6 Enterqv [Y[Iu,lverly iron Entry 5ystcrost � o �R�+� • ��C?/.lQ�YL1itP ° .. ,21k12 aarrui¢ua Dor ,rlq peaum d D�b,mpvner�,l Mae ue,nuUaos. emlpe L-4ptueud Masonite International Corporation . dp°I,nelwl laftipe °lade imlfl. AUG -19-2005 FRI 11 54 AM TRIM PAK CORP FAX N0, 4078576234 P. 06/09 XX o _I Glazed Outswing Unit •' 1 .0 • Ir ,J APPROVED DOOR STYLES: 3/4 GLASS: FULL. GLASS: L is(� C]' 0 0! _ 404 !m'C' 410 ;ants 4M 9"" 109 sarwa 114,120, 121 157 s4rios 144 Serir 3i &mG Sena CERTIFIED TEST REPORTS; NCTL 210.1897.7, 8.9 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 26 -gauge 0.017- thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.032" steel. Bottom end rails constructed of 0.032" steel. Interior cavity of slab filled with rigid polyurethane foam care. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE RCCO PA21)2 COMPANY NAME CITYr STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Cade, Chapter 17 (Slreclural Tests and Inspections). State of Florida, Professional Engineer Kurt 8althazor, P.E. •- License Number 56533 W-901 11, 2=—Ve Tei Data Hwiew Cc6rr.4le SMA4470 and COMM rldpdn validation MaVIM I90284470 -03I provIdee adal110na1 n(nrmaunn • awlalo from Ma ITSIWH wobsde (www aosemkoxorn), Ind Matornde webslle (www,matonAt.can) at Inc Maumdd Irchrycal crnrer. , EntergyErttry SystemFRFlRixe�„ y �• !Ulla 17, 2001 „ n .n,r b•w, /� Uwww" rroanivi4pod"aevoww uw,.cpwk0A,ar.•aape,e4c,Aaa Masonite International Corporation 4uW:Apa to o,Lny WhDd 1.611!. AUG -19-2005 FRI 11;55 AM TRIM PAK CORP FAX NO. 4078576234 P. 07/09 x.x Unit 1 D . .1111 o INSWING UNIT WITH DOUBLE DOOR TYPICAL HINGE ATTACHMENT TYPICAL ASTRAGAL PROFILES 4'x4'BUTT HINGE 1$ -{ t-13/16' 1-314' SI DE JAMB r(12GAUGO DOOR PANEL �I .,�`� 1_ 0 J L. (61f1Dx3/4' FLAT HEAD WOO S0r'w5 fO DE ADDED DURING INGTAI IA ION ifE MINIMU INSTALLATION DETAIL 2,15MGr L 2-5/0' mor ® DIAMI Ifn NPNIMIM 1'314' STEEL e 1 YTHnow NIMNIIM ALouult0 nepu qEo , , r , I ALUMINUM EXTRUDC•D ASTRAGAI. (0,06' MINIMUM WALL THICKNESS) WITH ADDED REINFORCEMENT INSERTS AT TOP EXTENSION DOLT, BOTTOM a MNSION DOLT AND CYLINOERICALJOEADBOLT LATCHING LOCATIONS. ATTACH WITH f 6 X 1' PAN HEAD SCREWS - LOCATE 1' FROM EACH END MINIMUM AND 22' O.C. MAXIMUM. w.rrr ...rr .♦v... r... ♦......r r♦ ... r. .......r.•r........... r ............. r.........., TYPICAL HEADER & SIDE JAMB ATTACHMENT FINGER -JOINTED KILN DRY WOOD FRAME HEADER1-1/4' X 4 0/16' WI'T'H1/2'$TOPK CHTMINIMUM) R SMALLER ff EIGHT r (3) 2- GTOHIOH$ re' WN EATER THAN TO' WIRE STAPLES TYPICAL THRESHOLD & SIDE JAMB ATTACHMENT r.. FINGI R-JOIAftEp KILN ORY w000 ;IOF. JAMB (1-1/4'X4-0/16* WffH 172' STOP HEIGH f MINIMUM) HIGH PERFORMANCE QC2) ADJUSTABLE CAP THRESHOLD (4-.9/1 R X 1-716'GIP HEIGHTMINIMUM) /B X 1.3/4' LONG FLAT HFAO WOOD SCREWS OR C", (3) 2' LONG X 1/Z CROWN WIHE STAPIiS r June 17.2002 Um nminwee or"Im rd pt*Nln lM rmom I nNl.l vxasC 46m. .I"jpl ON petard dm.W mbjm m OmMiwDoNl /deco. FINt, :R-401NTt;D KILN DRY WOOD SIOE JAMB (1.1M' X 4•D/i6' 1 TH 117 STOP HEIGHT MINIMUM) wmhw L"w" �_ ff 4► TdA Dalo Revirw CertJkaW /302rW47A; /70264470; 12025447C and COP/tesl Report MUM Malax 00025447A-0Ot. 002,003:03025447&001. 002. CO3;15026447C-001,002,005 prowdes addKlonel Informalldn - ayaila0le from Inc ITTO mbsne fwww,ellsonllo.com)I the Masonde whro (www,mmondx.rom) or the Maxdniu 0(mc lcanut rulmfvaly Oon hmw.n o..op pr♦•, Masonite International �orporotfofl 'AUG -19-2005 FRI 11:55 AM TRIM PAK CORP BACK REDOING (DOW 095 OR EQUAL) FAX NO, 4078576234 Pr 08/09 GLASS INSERT IN DOOR OR SIDELaI'T'E PANEL, SECTION A -A TYPICAL RIGID PLASTIC LIP LITE SURROUND 1A' SINGLE PANE CLASS; 1t2', 3A' OR 1' — DaURLB PANE; 3/4' OR r TRIPLE PANE INSULATED i/s' SINGLE Q PANE GLASS; 1/7, 714' OR 1' OODULE PANE; 7 i!2' a 0 Cy TRIPLE PANE G INSULATED GLASS 'Glass Inserts to ho nh-Ilsted by Intertek Tesdnn Service ;/ETL SemkG or approved validatl0n servlcB. W&vm lr I1m i T,-4O4IA navlew CerllRcale /;102M441k 030264478' 13026447C and COP/red Ro Vaddallon invom innfa, lIonl- xul4hbls I oom�llia IT7ASIM w bvla� methhamnknrml, the M+nanN4 NIGH PCRrORMANCE RIGID PLASTIC OR CELLULAR VMYL LIP LITE SURROUND FOR 1/B' SINGLE PANE CLASS 1/1', 3/4' OR 1' INSULATED GLASS, 16 X 1-117 PAN HEAD SCREWS LOcArED 13-1/e' MAXIMUM rROM CORNERS AND 14-3/4' O.G. MAXIMUM nnnR 1-7/16' �"�'erq whtdo (wrw�nasanae.coml or the MasoNle tad nial center. 1/B' SINGLE PANE GLASS; I/2'3/4'OR1' DOIIOLE PANE; 3/4' OR r TRIPLE PANE. INSULATED GLASS I/B' SINGLE PANE GLASS; • tl2', 3d' OR 1' OOUOI.E PANE; 3/4' OR 1' TRIPLE PANE INSULAM GLASS n'%'dn/lrnnw � e Am 17, 200? ir•�,,.w Ovd�r/ Owrr p,rrjrlwran4ge4umMgoe✓I[Ap�MM+MIinJ4rt4p�C+GcClnp. MBSOl1itG IAt4fAAtiOnAl CorPPIA11An ,IYJl,1 •d pueed A•W wNrt1 ID tM�Mp rkMui r(au, r 4UG719-2005 FRI 11:56 AM TRIM PAK CORP FAX NO, 4078576234 P. 09/09 1 xx a tilt Unit -' DOUBLE DOOR T6- T3' lYfr. 61 61 TYR Vill13 UV aa;NI uW MAXIMUM ON CENTER TYR • 6 per vertical framing member 0 a per horizontal framing member Hinge and strike plates require two 2.1/2" tong screws per locatiee. .1 ! m • Width of door unit plus 1/2" • Height of door and plus 1/4" Wvm0;kajxwV% reAt 0411 RCVlaw Cartreu t d 02e447A:130264479 130211447C and CaMOd ReDtxt Vandartm .Wd io alirpiatln hon�•4�Hnln U11, raln ttheITBA mixilel3w,dh�ar KQ,GQm1, lnD OX M aMVka nte Wive Nh%jia taM.mremmracoml qr rho Muonrlo feannMai clnDr. Latching Hardware. Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) rylindrical and deadlock hardware be Installed. • UNITS COVEREn BY GOP DOCUMENT 3147, 3157, 3242', 3247, 3282• or 3257 rampllance requires that 8' GRADE 1 (ANSI/BHMA Al 56.16) surface bolts be installed an latch side of active door panel — (1) at top and (1) at bottom. uasad on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calrulations have been Carried out with the lowest (least) fastener rating from the different fasteners being considerod for use. Fasteners analyzed for this unit Include Y8 and #10 wood screws or 3116" Tapcons, 2. The wood screw single shear design values come from Table 11.3A of ANSIIAF & PA NDS for soumern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. Tne 3/16" Tapcon single shear design values come tram the ITW and ELCO Dade Country approvals respoctivoly, each with minimum 1.114" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the stnIcture. h.mluw D•.,�,1 D.w. ill rig 11.2012 Masonita international Corporation Dur r"AWAN 1MO9.M d 6rww m wmwol weYa nw" ..A 1,4011 Mw -141(l !n Arr P WOM W91M Series 165/3000 Single Hung and Fixed . !nf s CE ® Series 740/74413740 Single Hung and Fixed Windows • Series 16813168 Horizontal Slider and Fixed Windows o Series 680 Horizontal Slider and Fixed Windows NOTE: SEE INDIVIDUAL TEST REPORT(S) EOR DP RATINGS AND MAXIMUM ALLOWABLE SIZES. SetterSilt Windows & Doors appreciates your recent purchase of a maintenance free prime window, which will not rust, rot, mildew, or warp. This is a quality product that left our factory in good condition — proper handling and installation are just as important as good design and. workmanship. Please. follow these recommendations to allow this product to complete its function. 1. Handle units one at a time in the closed and locked position and take care not to scratch frame or glass or to bend the nailing fin. Place a continuous bead of caulk on the backside of nail fin. (mounting flange). 2. Set unit plumb and square into opening and make sure that there is 3/16' + 1116" clearance around the frame. Fasten unit into opening in the closed and locked position, making sure that fasteners are screwed in straight in order to avoid twisting or bowing of the frame. Make sure that sill is straight and level. Check operation of unit frequently as fasteners are set. 3. Use # 8 sheet metal or wood screws with a minimum of 1" penetration into the framing (stud). Place first screws (two at each comer) 3" from end of fin. For positive and negative OPs (design pressures) up to 35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 50, do not exceed 18" spacing. 4. Caulk entire perimeter of fin to mounting surface joint and caulk over screw heads. Note: this step can be eliminated if 4" wide adhesive type flashing is used (sill 1�t., jambs 2"d., head 3`d.). 5. Fill voids between frame and construction with loose batten type insulation. or non-expan_din�tc aerosol foam specifically formulated for windows and doors to eliminate drafts, The use of 'expanding aerosol type insulating foam, which can bow the frame, waives all stated warranties. 6: Remove plaster, mortar, paint, and debris that has collected on the unit and make sure that sash/vena tracks and interlocks are also clean. Do not use abrasives, solvents, ammonia, vinegar, alkaline, or acic solutions for clean-up, especially with insulated glass units as their use could cause chemical breakdown of the glass seal. Take care not to scratch glass; scratches severely weaken glass and it coulc eventually break from thermal expansion and contraction. Clean units with water and mild detergent. BetterSilt Windows & Doors or its representatives are unable to control and cannot assume responsibility for the selection and placement of their products in a building or structure in a manner required by laws, statutes, and/o building codes. The purchaser is solely responsible for knowledge of and adherence to the same. BetterBil window products are not provided with safety glazing unless specifically ordered with such. Many laws and code: require safety glazing (tempered glass) near doors, bathtubs, and shower enclosures. Also be aware of othe code requirements such as emergency egress and structural / energy performance. ...�. `a, 't,� } �•h- r,': Corporate Headquarters:www.mihp.com. �,ti �,}, : G� ,.....,,�� ,..rt. �. M.l. Home ProductsT�a� lio 7 r s 650 West Market St g Gratz, PA 17030-037 a (7'17) 365-3300 'A L._17 d S TA ,l O F , 2 �'. xt D Q � Rev. 7-29-G MASTER FILE �?i /IRD ti00/Z00'd 1692 8L9 �ab(Xvj) jagwnl uunp Z9:Zl (Idj)L00Z-0'3-ddW 01 7 T A71'�i ,Cf. '40TES1 Fay Jfr 71 MAIJ;E 111; AI 1 Fay voo/No'd 169t'_ 8z9 Nv(xvj) jaqwnj uuna Z92L Ud)L00z-02-dvh 71 INS?ALLA110'4 41vr;,1-1AS FP'!Nl 71! -1 -t_ rpAmr vIrm,,jrPS- U-,, :,A -,Ex CAULU 1'r -A PZR;w(1[a 'EA.'j Ak0u,40 rA.Tmrj:4 of t)C,oa Is -' XACT t -OP 5121 ;S 'JOY LISTED N ANCO-CIlt r140.0 1, .1!;f A04 c HWH i,141cm 7�-7. r,,iF- r,.-r. t 011LOLAILD CLA.S ?IIZLI; 1%A:oir, A -.-a ArPcc ()"'Ct 'EvF-El'IT Lill!,$ "I!r-04rt:S � A'l ;oLi` ;" A�TP LIX.* 5-Ar7r .tt r,nr-,OP.T Appjj[D No; OE, !QED r1:10 toac)­ --p;? Pi. rILLU *11- s!s fO P J:OyjDjMIN ,/a' EL„BLLWLIQI wC WClp r.,,(ic V. .L '_04"CQS 'I'E W h A .;M all "INt SI; art A1.1- P. A', r,. �r Ur VAX ALUSO'YACLE S,Iov t.'4Ck I-) lL t/4 - I I I-TIL)N ANCH:RS MUST ri KIA-:I= COSWOS,G'i rl 1,01,1ANI %4AIr,'RIALS '(J' X, RFP =-Lvls " UIyc; ;�Ifj m-LdE [?"F44�y.ftj% :N"F1 I GN*.� 011HD okc1_1v! 0)7 ji. - '. D APPLV ;N:,TLL'_Jk11ON CF -M IIA.k 24' C C =ft,! AL:,� iRL"( �rpl_,C',jRr. U,.ji- ;Crorl C. C-AOF_D6iPJT If Til 4'LAL A10 X1,.-wn li -Fft;)ie Co"kg,, cc� voo/No'd 169t'_ 8z9 Nv(xvj) jaqwnj uuna Z92L Ud)L00z-02-dvh ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR I CA,ZL )(,'OF}G�Fii ,t� Ih H_r,C d l E'i JFw+r: �I ii,r rW r�i_"1 (� pe SCREW (TYP I'.0 I �1 I` it I :i WV P7!: WHERE TAPCONS ARE ( NOT REO'D.) 5058 XCt. '0X, \J. 8l, I 5065 xo' LAX. /X 72 x 80 t a J 4 i 5'0x9 :'0 Ur„ xA. 9fo?b 7 - { . 10005 ,v'0' G�x r;x 1:0 ,) HCI C, , CONCRETE "Dao XC', 0 X: k OR MASONRY s;q,90 YGr, '.'r., s;:r,X 72 IG 1 „ OPENING F0Zo v'0' ' `x, M:Y afi r 3E s I r - _.�^ 8Y OTHERS 1[ti;�p xU, 'ti�ft20 x '�E _„•t, � , waa13 ONO tDy- a:• v, 'Sp ; ", r i � "INSTALLATION ANCHOR 1204,A 01x0 T ' c5 • %f x RD II I 3/16DIA. TAPCON "n@{sC C�o 9.7. i O 0k 0 1 �CNf`fc Ea I I p —CAULK BETWEEN WOOD BUCK dE MAS!Y OPENING 15'2 tint BY OTHERS 17 5, 'ilk 1-1/4" MIN. t 5�l178 --- .. ..... ..... .. .b;.. !: _ .. t 7 8-'� r '.: EMBEDMENT G LS fyiXC. XYY 1:'G• /4" MAX tUC}$t7 1'I'r.�(?.. .� v);A, I}� y'r� x cc iIM SPACE (l: Oe'1.0 0:!k}"t y XY r. 4. - ..,e. k rsr ? I I . r ;:CYTON B -a CAULK BETWEEN WOOD BUCK de -- DOOR WIDTH MASSY OPENING f BY OTHERS / CONCRETE ONE 8.Y W000 — OR MASONRY BUCK 8Y OTHERSOPENING BY OTHERS 11 DOO HEICI C},}4EDMENT XT 10R ELEVAT101 `----- :'�- MI HOME PRODUCTS GRATZ PA. W)Or HOOK ✓5TRlI' nTLI-"' SERIES 420/430/440 SLIDING GLASS DOOR L_ INSTALLATION ANCHOR INSTALLATION WITH TAPCONS CN 3/14" OIA. TAPCON GInEER: MANUAL MARTINEZ DAN: B8 pAlL! 12/13/( HOOK STRLP DE AIL Q}SpPLiNE: CIVIL "`c: N.T.S. bwc. No:MIHPOOI . FL. REC. Nb! 471152 REV, LETTER: SHCV: 1 Or 1 MPARM eT: rH000m r APPUC^14n Er.OR+EERa1:, an gyp WtRNAiaruL BLVO- UMV 250. HEATHROW, R6010A 32146 W40d wT 9CS-0345 FAX wT 00s- bee/b90 'd . 169Z 8L Zov(XHj) jagwn� uun0 99:21 (Iaj0K-09-8vH - Ccr.seft a u�swy Cy o�M3 �-- Tapccn 4 G CO.ik B<irten BJc'k _ and uosrrrr ppciin� c — f tr O z a 9 1'a�d Sack by DLN" C '- "l 1- shtrn as required of each instal'otiun enchor as shown- 2- Anc%or m:Jst be of o Ienath to have 1 1/4' penelrotion into masonry cr ccncrele. 3. Coulk between vrurdaef flange and buck. 4. Caulk full perimeter of w:rtdow. 5. if exact window size is not given, use anchor quontity fer next larger rindor in chort- fi- Glass thickness xil vory with window size and design lcad- 7. Lettef clasiGlotiaris ul the lopcon location chart indicate where ` anchors are to be "tolled using the elevation as a key. ! 8. All fcctory applied holes riot designated for topcon oncha should be (lied with #8 screws of sufficient length to provide min. 5/E' embed -hent into wood buck. oeHk. Concrete or Mosonrr Opernq 0,13ile 0:�'+en s�or. •- }}}...--- tl- Mit(. �FEiJETR1471trr Per ivttty Cnr.h Cwk act.ecn Flor4e osd tuck r —ri_ d V a SJ � sk. r, �_' cFL`fa — — SUCX ( 4 _ c _J 7aF:on rl�—! TP — Lvlet C�menran x'ood Buck By Ottwn Wndj< F—c SII '� I 8r44 u:l Op -9 "ref:T, yOthe s sill. D ChIVI'HAL FLORIDA B. Q. —1 1 sto d 2y C. -hers. TAPCON * LCK-'AT R C}:1R7 CODE v - Q � � Q t}D Ta DP3S P<rineta CyA, a, Ottrrf Ua.o tel.er+ iurre and Buck 12 18 1/8 1 25 L, D i U U 18I/8 , 37 3/8 C. D C. 0 14 18 I/8 , 49 5/a C, 0 } { eaC1—gym 1S IB 1/8 x 62 C, 0 C. D IS 18 1/0 x 71 1/4 �, 4} C. D 1/2 32 25 1/2 x 25 C. D C. D I/2 331 25 1/2 x 37 3/8 C. D C. D 12 35 1/2 x - _ C -. . Cr 25 1/2 , d2 D DD 112..56 25 1/2x-71_ 1/3- - _ _-C. D - 22 23 .._.. C, 0 C,.D IL- [---545n0.r Head 1- shtrn as required of each instal'otiun enchor as shown- 2- Anc%or m:Jst be of o Ienath to have 1 1/4' penelrotion into masonry cr ccncrele. 3. Coulk between vrurdaef flange and buck. 4. Caulk full perimeter of w:rtdow. 5. if exact window size is not given, use anchor quontity fer next larger rindor in chort- fi- Glass thickness xil vory with window size and design lcad- 7. Lettef clasiGlotiaris ul the lopcon location chart indicate where ` anchors are to be "tolled using the elevation as a key. ! 8. All fcctory applied holes riot designated for topcon oncha should be (lied with #8 screws of sufficient length to provide min. 5/E' embed -hent into wood buck. oeHk. Concrete or Mosonrr Opernq 0,13ile 0:�'+en s�or. •- }}}...--- tl- Mit(. �FEiJETR1471trr Per ivttty Cnr.h Cwk act.ecn Flor4e osd tuck r —ri_ d V a SJ � sk. r, �_' cFL`fa — — SUCX ( 4 _ c _J 7aF:on rl�—! TP — Lvlet C�menran x'ood Buck By Ottwn Wndj< F—c SII '� I 8r44 u:l Op -9 "ref:T, yOthe s sill. D ChIVI'HAL FLORIDA B. Q. —1 1 sto d 2y C. -hers. TAPCON * LCK-'AT R C}:1R7 CODE A1ND5rr D FASTENER LOCATIONS SW WE t}D Ta DP3S OP35-1 i0 OF 50 12 18 1/8 1 25 L, D C, 0 13 18I/8 , 37 3/8 C. D C. 0 14 18 I/8 , 49 5/a C, 0 C. 0 1S IB 1/8 x 62 C, 0 C. D IS 18 1/0 x 71 1/4 �, 4} C. D 1/2 32 25 1/2 x 25 C. D C. D I/2 331 25 1/2 x 37 3/8 C. D C. D 12 35 1/2 x - _ C -. . Cr 25 1/2 , d2 D DD 112..56 25 1/2x-71_ 1/3- - _ _-C. D 22 23 — 36 a 2.5 -- 36 x 37 3/8 C, 0 C,.D C. 0 C. 0 24 364Sf8 C, D C, D 245 36 s Sd 1/4 C. 0 13, C, 0 25 26 36 x 52 362 711/4 C. 0 B,C,O B. C, D Er, C,D 32 57 1/8 x 25 C, D C, 0 33 52 1/8 x 37 3/5 C, D C. D 34 52 1/d x 49 5/B C, 0 B, C. 0 345 52 1/6 x 55 1/4 B, C. 0 D. C, D 35 52 1/8 , 52 13, C. 0 B. C. E. 36 52 1/1 x 7} 1/4 B, C. D k B, C. D 2Cc0 24 1/4 x W 1/4 C, 0 C. 0 3010 36 1/4 x 43 1/4 C, D C, D 3050 5 1/4 x Ea 1/4 C, 0 B, C. 0 8 1/4 x f0 1/4 B, C. 0 B, C. D 52 1/8 x 71 1/4 B, C. 0 8, C, 0 L7 c A U111R l\tiARicr' S CV n MASTER FRE -•— �--' Pre-Ccst `d a D ayo,rrs _ % a L e JAL ?+lr INSTALLATION INSTRUCTIONS S 1/1s/oz FASTEN1 R SCHEGEJI_E -W. Deva ,.L C C �l "';Cf4Rf SCREM,S yA%'4 SINGLE "ONE - 1 PJC1UlE TAFCty+, RA'A, SMPSCff L�tV HUNG "1 1NM4Qo Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy Code violations found during inspection are required to be corrected. ( � Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 The garage shall be separated from the residence and its attic area by not less than 1/2" gypsum board on the garage side. FRC R309.2 r ------ I I I CU � --------—-------- I I I I , RELOCATE ELEC RECEPTIAL I I I I I I i RELOCATE ELEC SWITCH I I I LAV �AS EPLACE ALL PLUMBI FI U AN I E BATH RM AND R ,f}LL DAN I REQUIRED �! LAV RELOCATE ELEC—SWITCH TE ELEC SWIT( 2x8 PT BUCKS AROUND EXIST OPENINGS TYP WITH 1/4 x3 1/2" TAP CON EVERY 12" O.C. MIN 3 EACH SIDE AND TOP AND BOTTOM NEW 1/2" PLY OR OSB NAILED I EDGE USE 10d NAILS @ 6" O/C FIELD USE 10d NAILS @ 12" 0/C I I NEW REAR PORCH I I L------------ — ----- EXISTING ---- BOTTOM PLATE t #5 VERT. REINF.— AA. U. P O 9//2"x7`" RED H AY $E USED. E TO BLOCK CONN TION ARING & EXTERIOR IN LS STUCCO FINISH OVER 1 METAL LATH OVER HOUSE WRAP VAPOR BARRIER ON 1/2� OSB BOARD I 2x4 PT BUC S WITH (NAIL 10d, 6- EDGE, 12 FIELD, o.c. I NEW 1/2" P Y OR OSB NAILED 2•x6" ® 24" D.C., TYP. I EDGE USE 10d NAILS @ 6" 0/C �FIELD� USE 10d NAILS @ 12" 0/C 7AP CON EV RY 12" O.C. R-19 INSULT. OR BETTER. _ _ _ _ _MIN 3 EACH SIDE AND TOP AND BOTTOM I I TUB I 2x4 NEW FRAME (W/ 1/2" DRYWALL) I TO EXIST USE 10d NAILS @ 6" 0/C i — I .J EXIST HOUSE STUCCO FINISH OVER METAL LATH OVER HOUSE WRAP VAPNAILED (NW�R10d6IEEDGE. R ON 112" FOiSR.80e0C) 2"x6" ® 24" Q.C., TYP.�` NEW A/C INCLOSURE EXISTING CAR PORT I TOP AND BOTTOM 32" O.C. -- ( 2x8 PT BUCKS EACH SIDE EXIST OPENING TYP WITH 1/2 x6" --------- ------ I DROP IN ANCHORS NEW DOOR MIN 4 EACH SIDE AND TOP I I I I I I I I I I I I I I I I I I I I I I L ------ --------- I I I I 1 2x8 PT BUCKS AROUND EXIST NEW FRONT PORCH I I OPENINGS TYP WITH 1/4 x3 1/2" I 1 1 TAP CON EVERY 12 O.C. I I I I MIN 3 EACH SIDE AND TOP AND BOTTOM I I L------------------------1---------------------L-------J Gr-.zk r;= R M PLANS REVIEWED FLOOR PLAN ��CITY OF SANFORD REVISION 2 03-28-07 r � 0 Q) U! ENG. OF REC. BRYAN MOLYET PE41505 L ° C a� m r — I- ° 0 0 ..r N z C4 gig 00 U- 0 0 ,a Cq 9N� ° 1—V �n wz 0 �¢ � --kn LIJ CS) �Cf) Date 03-28-07. Scale 3/16"=1'-0" 2006662218,, Sheet No.,