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Home My WebLink About2445 Mellonville Aver .a CITY OF SANFORD E'OV 2 9 20I'S BUILDING & FIRE PREVENTION {` PERMIT APPLICATION Application No: l �- 318 Documented Construction Value: $ 305 1 + 0 Job Address: 2445 MELLONVILLE AVE SANFORD FL 32771 Historic District: Yes ❑ No Q Parcel ID: 31-19-31-524-0100-0050 Residential ® Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair X❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Title: INSTALL MANAGER Phone: 3212848290 Fax: 8772250658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Name STARK, CHARLES H SUCC TRUSTEE FBO Street: 2445 S MELLONVILLE AVE City, State Zip: SANFORD FL 32773 Phone: 4076211413 Resident of property? : YES Contractor Information Name WILLIAM WALDEN Phone: 3212848290 Street: 244 OBRIEN RD City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: Fax: 8772250658 State License No.: CRC1330671 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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. 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. 9 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5m' Edition (2014) Florida Building Code Revised- June 30, 2015 Permit Application O� 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. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done incompliance^ t4 all applicable laws regulating construction and zoning. Signature of Contractor/Agent Date I p? r,�,1 /p ---l) WILLIAM WALDEN is N / . Print Contracto gen 's Nath Ilih l Signature o - tate f Florida Date CHARLES E. MERINO CHARLES E. MERINO COMMISSION # FF940114 ��. EXPIRES December 01. 2019 MY COMMISSION # FF940114 393-0 '53 FlaiCaNrnayServlce.car a• ^ EXPIRES December 01. 2019 Owner/Agent is Personally Known to Me or Contractor/Agent is - Produced ID Type of 1 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[) Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: I1-Ttl -11(x_ UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: FIRE: BUILDING: Sr 17,-` -lJ, f7or s:ZC2 Revised: June 30, 2015 Permit Application ('CQn��nc5 Q d . 0, 1 - p 4�0 - �,qslPD 11/28/2016 rpI',- 4PP'RAISFR� Parcel Information SCPA Parcel View: 31-1331-524-0100.0050 PEODertV Record Card Parcel: 31-19-31-524-0100-0050 Owner: STARK CHARLES H SUCC TRUSTEE FBO Property Address: 2445 MELLONVILLE AVE SANFORD, FL 32771-4540 11 Value Summary Parcel 31-19-31-524-0100-0050 Owner STARK CHARLES H SUCC TRUSTEE FBO Property Address 2445 MELLONVILLE AVE SANFORD, FL 32771-4540 Mailing 2445 S MELLONVILLE AVE SANFORD, FL 32771-4540 Subdivision Name WYNNEWOOD Tax District S1-SANFORD DOR Use Code 0130 -SINGLE FAMILY WATERFRONT Exemptions 00-HOMESTEAD(1994) Legal Description ALL OF LOTS 5-7 8 W 79 FT OF LOTS 13 814 8 ALL LOTS 15-18 BLK 1 WYNNEWOOD PS 4 PG 92 8 LOTS 160 8161 SANFO PARK PS 5 PG 62 Taxes��- Tax Amount without SOH: $2,434.80 2016 Tax Bill Amount $2,302.41 Tax Estimator Save Our Homes Savings: $132.39 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 2 2 Depreciated Bldg Value $98,741 $96,731 Depreciated EXFT Value $1,146 $1,146 F Land Value (Market) $64,161 $64,161 Land Value Ag $106,522 County General Fund Just/Market Value " $164,048 $162,038 Portability Adj Save Our Homes Adj $7,526 $6,604 Amendment 1 Adj Assessed Value $156,522 $155,434 Tax Amount without SOH: $2,434.80 2016 Tax Bill Amount $2,302.41 Tax Estimator Save Our Homes Savings: $132.39 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Page Schools $156,522 $25,000 $131,522 City Sanford r $156,522 $50,000 $106,522 SJWM(Saint Johns Water Management) $156,522 $50.0001 $106,522 County Bonds ~� $156,522 $50,000 A $106,522 County General Fund $156,522 $50,000 I $106,522 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 9/1/2016 08764 1285 $100 No I Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT 8 DEPTH 231.00 I 281.00 0 $185.00 $45.513 FRONT FOOT 8 DEPTH I 120.001 178.00 0 $185.001 $18.648 Building Information Is BedBath count incorrect? Click Here. t http://parceidetail.scpafl.orgIParceiDetai[Info.aspx?PID=31193152401000050 1/2 THIS INSTRUMENT PREPARED BY: .ti Name: Sxerdte e, 1111111111111111111111111111111111111111Address: a r► 2 vt L32730lh;ldE I IORO�: r SL -.1`{ INOLE COUNTY CLERK OF CIRC.UI1' COLIRT & C:OI4f'TROLL.ER 'NOTICE OF COMMENCEMENT CLERK S n32016122772/ RECORDED 11/29/20J.6 08:3,�37 AN Permit Number: "ECORD!!,% FEES w1i .00 _, C•', � Parcel ID Number. �' — j�51-y' C>�Cp—CSG C) RECORDED hfJ:asol' I_ 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. 2. GENERAL DESCRIPTION OF IMPROVEMENT: 12eD1gce. Cx'IIz,*yvi c;ol✓ctg2. tb8r L -e -Fvr S►ze- 3. OWNER INFORMATION OR Name and address:54-0► r k Interest in property: IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: � l A 1! V- T V, L4S-rG e f� Bo ,-2 4 417 M -9I Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: r Ir Address: a 4 L Ob r t r— s -e r V e a Phone Number: 31- -.P-rtr\ car k TL ;,iii 73o c1sr) fL 5. SURETY (If applicable, a copy of the payment bond is attached): Name: fi Address: 1+ Amout of Bond: 1 r. Il 6. LENDER: Name: 4114- Phone Number Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. NJ ,(� Name: IA Phone Number. /1% / /V I r . 8. In addition, Owner designates of to receive a copy of the Lienoes Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. /y/—> j6 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK R ECORDING YOUR NOTICE OF COMMENCEMENT. "2 " '""(signature of Own or Lessee. or Owners or Lessee's (Print Name and Provide Signatory's Title/ ) i Authorized Olfirer/Director/Panner/Manager) State of i�l'7t%t County of %144 The foregoing Instrument was acknowledged before me this day of Al 8'✓4m ko , 20 by I -t AK A; a4 Name of person making statement who has produced identificationJI type of identification �`"'•``;: CHARLES E. MERINO MY.•'COMiV.ISSION tt FF940114 «a; EXPIRES DOCernbor 01.2019 (401)399-0�67 Florrdallota•ySeMco.con Who is personally known to me 0 OR LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 11-28-16 I hereby name and appoint: THOMAS BEESING an agent of: PRECISION DOOR SERVICE (Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Lel All permits and applications submitted by this contractor. or 0 The specific permit and application for work located at: (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: WILLIAM WALDEN State License Number: Signature of License Holder: STATE OF FLORIDA COUNTY OF SEMINOLE 11-28-2017 The foregoing instrument was acknowledged before me this 28 day of NOVEMBER, 2016 , by WILLIAM WALDEN who is 94 personally known to me or o who has produced as identification and who did (did not) take an oath. �-�ignature V (Notary Seal) CHARLES MERINO Print or type name Notary Public - State of FLORIDA Commission NO. FF940114 My Commission Expires: 12-01-2019 CHARLES E. MERINO (Rev. 8/06/13) •' MY COMMISSION # FF940114 �+ ;; EXPIRES December 01. 2019 , or 140/,,! 998-0' b,3 FIOrWeNotn YServke.car 04 1 RECORD COPY City of Sanford .Building and Fire Prevention Product Approv Specification Form �INC Permit ## 16 3 1 8 2 (gpmrFORD Project Location Address 2445 MELLONVILLE A771166ANIF6RD FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildina.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding Sectional AMARR STRATFORD 1000 8X7 WHITE FL5302.5-R7 Roll U Automatic Other 2. Windows PLANS EXAMINER Single Hun Horizontal Slider DATE Casement Double Hun Fixed Awning Pass Through Projected A PERMIT ISSU D SHALL BE CON 480 TO PR EDWITHT-IIEWORKAN TE CANCEL ALTER OR SET Mullions Wind Breaker ASIDE ANY OF T E PROVISIONS OF THE TECHNICAL OM THEREAFTER Dual Action Other REQUIRING A C RRECTION OF ERRORS IN PLANS, *Ns eFFI 11115 GEIRr. June 2014 In I Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name WILLIAM WALDEN (Please Print) June 2014 11/28/2016 , - parceldetail.scpafl.orgrFootprinlPage.aspx?PID=31193152401000050&BLDGNO=1&PAGEN0=1 Parcel: 31-19-31-524-0100-0050 Building No.: 1 Page No: 1 http://parceidetaii.scpafl.org(FootprintPaW.aspx?PID=31193152401000050&BLDGNO=18PAGENO=1 1/1 r 20GA SLANTS ATTACHED N W CALV. RCSTDENTIALtAMACHED V/ (2) 1/4' . 2/1' TA PT VII 1RACISTNd ATTAOCD AD VI' .C(NTOI LA' KS LEAD S/7EVS WAD SCWVS AT $TLE PF1T RACAEr RATADLE RCLLERCAMIET V/ m V.' TTPICAL TDP KTS IOLT a K)i PEP RRAORT FIXTURES r 2QA be/ PAGE 3 FOR CONFIGURATION o1X1(lv0 CLAFm � TABLE A ON PAM 2_4 STD.L PLAICDOM 9'-D' NAX- INSIDE ELEVATION ILT•S HOLES /9R snw ATTACHIM QIINT HOT SK" fm O.NCIY) 0 0 1/n' OA A I-5/11'2 7 0 SLP aR SP► DOLT ArtAOm 10 MIB Oem 2 OR 1-71 to AL MIB BRACKET STCP 20 CA CENTER �DDIG 20 QL CALV. Sim ELT Tr DAY. STEESS .I RIVETS TRACK MOUNTING DETAIL KTS Y 2VA STRUrt ATTACK VI (2) V•' . 2/4' LIQ . 5111v fN97O) Q IGD SCREVS AT 4 1•W DIOlASKE fZIIrOt 576E CENTER KNZ Ar7ACKD V/ (4) V•' . L•' IES WAD SCRSVS !•��_•.-.7 JA RAM TRAM AT ON IOCAMN / (A) )TO AAM Im su¢ ' 0.% a 1-375 -••RSP" A, S TO •Are aTa (3) 7/1e' Pl .)-5/a' G e01T5 O S TYPICAL DURASAFE CENTER HINGE (SPLICE) KLS 5110' DIA . 1 -SA' E,laiuATTACHED i Qin SSR PAM 2 P9t t>TONAL ArrACKED V/ (1) Ifir-20 -ASD 1QTIM ° C STRUT ATO ETRE tATO)r ° 1Do � � EATTILIO� TF RO2 a CALV STm VI QD ARS V/ ® WX NQ S N�A�¢ONTRACIC(2 SF= OOIT a MR VAK314' � �Df CALK ATTACHE TD DO D SC V/ PE V•' • Ls• <TOP> 1Cr Luo SCRivS /oT CA1e®R C r7 NLL Sim �THRDUGH ` ° PROA.m V/5• sTEN !b W snorts Q) `va s¢TroP yq suPiaasr SP G ACING TYPICAL SURASAFE ENO HINGE^� KTa T B TRA« CONFIgwATaN FOR e6' UP To TALL DOOR KTa A WtACI(r fTADLE u O/ ►AOC 5 AI AC i1D fA. 4Y 090111 ITEC UK IT FOR STINT SPACING ,n, Td7t 1tM aiRrG 2 UpT,®101111mr oI,ill a" cu VENTS PROVIDE TO w In 5 1 AOD o1E1D/I NAec O0G (ae •o R.FOR WTINAL 0 ° e/ COIL YTY YALA� D 001®PDE5 O Ol VENT) Cr tp=TEUCro C W. Af01-D IK mG R � AIR Pew EACH, TVD (2) ROVE tf T1REE <3) VENTS EatMLS 15 SO. INCHES 0 SWR RAC90I1 M v 9CM p NR SECTION A -A (SIDE VIEW) • KTa EN\tt1E11CSP2j`' �9 • �N r.sONAL VENT DETAIL 6 ��``�,PS `•EHEC F9 1 AL iK Imo T� Da 0071 O M.WvRm A THE ww..L MAL� 6p �� Oa.' %.�G �••\�/ ° OWM sc Rua x LOAD 0 nAMUM 10 RN •alaaa MAX SIZE ! : ' TK AT�TIA •.1a 41aAD0 A®YO O I�101 a OR IAV D' A 14' 1 h : N D o"m 09 0001t •off LA A. tmw RAnw mm wm D' oEsa LOADS= t v Pao IeAr7 . Lar IPnAP1 + t 14 GA. ATTACHED S D070 AIR AAoa•R( TTLL t OCOMM IIORFCNm ♦li.l PSi C VAV V•• k S/A' AND POfAllol Irm grool 01 AS a, 1 RT oALA -ZZIS PSF i 1a WAD SVS A ow amR7a BULL IS D aA w (mr) A011m Mm 1iR I . TATE OF R lmt V IT a, t�WeSRAL noon BULL a atom TESE LOADS '� ' ':�• %�( pP � �2 RT • M (N S CRAIMI0 0=0 BUT 1e0 IAO -3a7 PSI' �i , ' O R 1 VIA w a Da auawl a O mTm R m1BI IOANn p S �'.......• TYPICAL ronoN DRALKET 4 -"' P - FL 'NA��`� as KTa THE METHOD OF TESTING WAS IN SUBSTANTIAL CONiORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM E330 AND CE 108. THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR W DTH IN THE END ZONE,ROOF AT ANY SLOPE: WINO SPEED MPH 142 129 122 117 112 EXPOSURE LEVEL B C C o 0 MEAN ROOF HEIGHT 30' 15' 25' 15' 1 25' a mn v SARAfa PA, CAMOACK CN<T VeeTO►SALM NC rAN aAa waw MODEL /050 OA[ SUMIDT v/DMaBa o MODEL /000 STRAT'FORD v/DuraSate MODEL /950 BERTTAGE v/DamSate acom to"® Short, lona. iluah Sc Oak Summit Panel's a i a os 2 al man 55 -ii Bow MM NMC B I own LP[I as mmo URC -6009-310-11 9(li 1 6 7 �t, 53oa.5-Q7 8 2' 2OGA. STRUT LOCATED AT THE TOP OF GLAZED SECTION ATTACHED V/(2) l 1/6' X 3/4' HEX HEAD SCREVS AT END AND CENTER STILE OPTIONAL LONG PANEL GLAZED SECTION STRUT AND STILE LAYOUT SHORT PANEL GLAZING FASTENER DETAIL N.T.S. LONG PANEL GLAZING FASTENER DETAIL N.T.S. GLAZING OPTION CROSS SECTION GLAZING•NOT AVAILABLE IN VIND-BORNE DEBRIS REGION GLAZING MEETS ASTM 01300-04 OecroFrome WINDOW FRAME OPTIONAL Decre INSERTS r UV PROTECTION // �TMUV PROTECTION ,MAIN. 3/32' THICK SSB / GLASS ((1p� is x i PAN MEAD SUEK • / AT EAa 511412 ►. TIDOOa FRAME :r T{Ti d1ARW!G iAitlHE 19CON n�RAW MOLDED INSIDE SECTION B—B W000 JAMB ATTACHMENT TO STRUCTURE Lti• x Y LAG SCREVS STKTOG i' IRSRI Otos i1TCM 21• 0 VY OOm-cm NnTI xvlN q.TLr x .• SfARFNG {' raa CTGS TNEN 2A• ac Q 1/2•00034M. SLEEVE 00,01 3/r x 2-3/1• STARM. 6• TOM ECS THEN 21. OL 0 1/1• DOEVOM Iry/RNEET ROWAD ffRIFSQII 3/r S 1• STARrM V ERa DOS TION 21. = Q VY ET1SE00M LLML SIHPSa I/1• x Y TDIS 150 6• rsul ENDS. LAE PARK w rA$Tcmm Cr APART) AT 21. OC, !1 ur EICuDTORI KILTS 1/11 x 2.3/1• kVOt-Oa O• SOR[K SfARTOG Y QE FROM D. USE PARK IT rASTCHM (r APART) AT 21. OG <1 1/1• ETOEPENn (I v SLEEK TENn AAg01 Lr x 2 -LI• STARTOQ r lila nTOS 21' nC. 0 VI. OQEaTDR IEE IASTDOtS rOR 14LOV C-90 0.0P0oo -LAGS ANL sa.rS CAN DE CCL NTtRSUW TO PROVIDE A MUSH TOMrI G aRSACE, PaVAMTTa OF vmD AM n OTHERS IV= jam-0117rc In TIRE SnnccSIRC R srauE:ilRE HIM IT �� p{2-/i'0i0 r11!M �4 i'xi. Aws r NOI W 2 CS 0 AVAILABLE TRAO( OONHOIRATIONS KTs A /®o9m12RaoaAaimD76 "" , I Now of 6 e e c uwo A A9E I-0 We 104 D at 0 10100 SW WAOIOI Ia IW 9Sd afoil RA 2' 20GA. STRUT LOCATED AT THE TOP 1< 10111811188" 4 i9 F��1. Y 4�CEIVc'• �� uOAx SIZE OF G%A3/4 SHi:X HED SCREVS AT DESIGN LOAMW`�; �^ PSP PSF END AND CENTER SERE OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT 8 2' 2OGA. STRUT LOCATED AT THE TOP OF GLAZED SECTION ATTACHED V/(2) l 1/6' X 3/4' HEX HEAD SCREVS AT END AND CENTER STILE OPTIONAL LONG PANEL GLAZED SECTION STRUT AND STILE LAYOUT SHORT PANEL GLAZING FASTENER DETAIL N.T.S. LONG PANEL GLAZING FASTENER DETAIL N.T.S. GLAZING OPTION CROSS SECTION GLAZING•NOT AVAILABLE IN VIND-BORNE DEBRIS REGION GLAZING MEETS ASTM 01300-04 OecroFrome WINDOW FRAME OPTIONAL Decre INSERTS r UV PROTECTION // �TMUV PROTECTION ,MAIN. 3/32' THICK SSB / GLASS ((1p� is x i PAN MEAD SUEK • / AT EAa 511412 ►. TIDOOa FRAME :r T{Ti d1ARW!G iAitlHE 19CON n�RAW MOLDED INSIDE SECTION B—B W000 JAMB ATTACHMENT TO STRUCTURE Lti• x Y LAG SCREVS STKTOG i' IRSRI Otos i1TCM 21• 0 VY OOm-cm NnTI xvlN q.TLr x .• SfARFNG {' raa CTGS TNEN 2A• ac Q 1/2•00034M. SLEEVE 00,01 3/r x 2-3/1• STARM. 6• TOM ECS THEN 21. OL 0 1/1• DOEVOM Iry/RNEET ROWAD ffRIFSQII 3/r S 1• STARrM V ERa DOS TION 21. = Q VY ET1SE00M LLML SIHPSa I/1• x Y TDIS 150 6• rsul ENDS. LAE PARK w rA$Tcmm Cr APART) AT 21. OC, !1 ur EICuDTORI KILTS 1/11 x 2.3/1• kVOt-Oa O• SOR[K SfARTOG Y QE FROM D. USE PARK IT rASTCHM (r APART) AT 21. OG <1 1/1• ETOEPENn (I v SLEEK TENn AAg01 Lr x 2 -LI• STARTOQ r lila nTOS 21' nC. 0 VI. OQEaTDR IEE IASTDOtS rOR 14LOV C-90 0.0P0oo -LAGS ANL sa.rS CAN DE CCL NTtRSUW TO PROVIDE A MUSH TOMrI G aRSACE, PaVAMTTa OF vmD AM n OTHERS IV= jam-0117rc In TIRE SnnccSIRC R srauE:ilRE HIM IT �� p{2-/i'0i0 r11!M �4 i'xi. Aws r NOI W 2 CS 0 AVAILABLE TRAO( OONHOIRATIONS KTs A /®o9m12RaoaAaimD76 "" , I Now of 6 o Lu c uwo A A9E I-0 We 104 D at 0 10100 SW WAOIOI Ia IW 9Sd afoil RA 1< 10111811188" 4 i9 F��1. Y 4�CEIVc'• �� uOAx SIZE IEE •Z` $ g ^ A. p0 C R •'¢a DESIGN LOAMW`�; �^ PSP PSF =� -Zte -2L •: AA gip• S E OF+28.7 TEST LOADS 10 PSF -no PST ri FL 163 CARQAa Cuff VVMTUF MODAL. /650 OAK SUMMIT MODEL /600 STBATTORD 1 MODEL /050 90HAGB r� Short. Long. Flash t Oal II w= A O1 I UK "/m 9 Om w ANI ON ovum om "a null Panel's Q� N� RC -6009-110-11 9QT 36 3 TABLE 1 A TABLE 2 SPLICE S 6'6' 1(' 38' S8" 21" 70" STRUT SPACING (BASED ON RECOMMENDED SECTION 10" 38" 58" 21" 76" DOOR CONFIGURATION) 28" TOP 76" 82" 8' 10' 34' 58' HEIGHT A B C D E F G T 28' S2" 76" 94" 9' 10" 34' 6' 6" 18 1/4" 36 1l4' 54 1/4" 100" 67 1/2" 4' 28" 52" 102 1/4' 120 1/4' 1381/4' 151 1/2' 14' 181/4' 391/4' 601/4" 81 1!4' 1021!4" 1231/4" 1441/4" 1571/2" 10' 7' 18 1/4' 39 1l4' 60 1/4" 82-1106- 73 1/2' 10' 6" 4" 28" 52' 76' 100" 118" 11' T 6' 151/4- 33 1/4" 51 1/4' 691/4- 58" 81" 124" 11'6" 4" 28" 52" 76-1100- 124-1 1 130" 8' 18 1l4' 36 1/4" 54 1/4' 72 1/4" 34" 85 1/2' 82" 106" 130" 136" 12'6" 4" 28" 52" 76" 100" 124" 8' 6" 18 1/4' 39 1/4" 60 1/4" 78 1/4" 10" 91 1/2' 58" 82' 106" 130" 148" 13'T 4" 28" 52" 9' 15 1!4" 33 1!4" 51 1/4' 69 1/4' 87 1/4" 14' 99' 34" 58" 82' 106' 130" 154" 160" T 0" 21" 21' 9' 8" 18 1/4' 36 1/4' 54 1/4' 72 114" 90 114' 103 1/2' 21'18" - 10' 181/4' 391/4" 601/4" 781/4" 961/4' 1091/2" 10'6" 18 1/4' 39 1/4' 60 1/4" 81 1/4" 102 1/4' 115 1/2' 11' 181/4' 361/4' 541/4" 721/4" 901/4" 1081/4" 121 1/2' 11'6" 181/4" 391!4' 601/4" 781/4" 961/4' 1141/4" 1271/2' 12' 181!4" 391/4' 601/4" 81 1/4' 1021/4" 1201/4" 1331/2' 126" 181/4' 361/4' 541/4" 721/4' 901/4" 1081/4" 1261/4" 1391/2" 13' 18174-- 39 114' 60 1/4' 78 1/4" 96 1/4' 1141/4' 132 1/4-549-1/2- 13' 8" 1181/4- 391!4" 601/4" 81114- TABLE 3 TABLE 4 � ®a t[�6 61E IV + UND � tmaa Wma 011" a eaten wo a6R aw t MUoft a t o a w i -m a Ivo R es 0 a MKOMRRpsm A r" ++a+ s SHEI�,�e'�,,,., 1 J�s,o 9D: Ka V. • . ,. ossa LOAM ♦la.1 Psr ,QS ; -22'6 PW 110' y9pt ST OF ..c `yr ........ �`sao 1. FLS°ssi �, p �^ w um�a o7rrr wa,o�aau ¢ erot YODEL /650 OA[ suldw ./Durawe YODEL /600 SrRATr01iD ./Durasaf. YODEL #050 86RrfAG6 r./Dunsde SborL Lang. nusb k Oat Summit Panel amp a GAE sAva Uti Rte FC-6WII 11 ALL TRACK ATTACIeENT SPACIMi •/-Y ALl[1VE0 V1r11 SYP OR SPr It1 2 tpt RiiER 6 0cor WICK O+Mtm 9Q1 t67 DOOR HEIGHT A TRACK ATTACHMENT 8 C D E F G SPLICE S 6'6' 1(' 38' S8" 21" 70" 7' 10" 38" 58" 21" 76" 7'T 4" 28" 52" 76" 82" 8' 10' 34' 58' 82" 88" 8' 6" 4" 28' S2" 76" 94" 9' 10" 34' 58" 82' 100" 9'T 4' 28" 52" 102 1/4' 120 1/4' 1381/4' 151 1/2' 14' 181/4' 391/4' 601/4" 81 1!4' 1021!4" 1231/4" 1441/4" 1571/2" DOOR HEIGHT A TRACK ATTACHMENT 8 C D E F G SPLICE S 6'6' 1(' 38' S8" 21" 70" 7' 10" 38" 58" 21" 76" 7'T 4" 28" 52" 76" 82" 8' 10' 34' 58' 82" 88" 8' 6" 4" 28' S2" 76" 94" 9' 10" 34' 58" 82' 100" 9'T 4' 28" 52" 76" 100" 106" 10' 10' 34" 58' 82-1106- 112" 10' 6" 4" 28" 52' 76' 100" 118" 11' 10" 34" 58" 82" 106" 124" 11'6" 4" 28" 52" 76-1100- 124-1 1 130" 12' 10' 34" 58' 82" 106" 130" 136" 12'6" 4" 28" 52" 76" 100" 124" 142" 13' 10" 34" 58" 82' 106" 130" 148" 13'T 4" 28" 52" 76" 100" 124° 148" 154" 14' 10" 34" 58" 82' 106' 130" 154" 160" DOOR HEIGHT Btm 12T #2 SECTION HEIGHTS #3 #4 #5 #6 #7 #8 14' 0" 21" 21" 21" 21" 21" 21" 21" 21" 13' 6" 21" 21" 21" 21' 21" 18" 18" 21" 13' 0" 21" 21" 21" 18' 18" 18" 18" 21" 12' 6" 21" 18' 18" 18' 18" 18" 18" 21" 12' 0" 21" 21" 21" 21" 21" 18" 21" 11' 8" 21" 21" 21" 18' 18" 18" 21" 11' 0" 21" 18" 18" 18' 18" 18" 21" j 10' 6' 10'0' 96" 21' 21' 21' 21" 21' 18° 21" 21" 18" 21' 18" 18' 21" 18" 18" 21' 21" 21' j �a _� I 9'0" 18' 18" 18" 18" 18" 18" 8' 6" 21" 21" 21-118-121- 21" 8' 0" 21" 18" 21" T 6" 18' 18" 18" I T 0" 21" 21' 21'18" - -� Section Width (ft) wl Panel Type Center Stile Location (Measured flan left Ems) Max �� Loads Allowed Posipoe NegGre (PSF) (PSF) Sy0 Short, Oak Summit 48.000 21.4 25.3 S0 Lang 48.000 21.4 25.3 S;2 Short, Oak Summit 49.000 20.9 24.8 Sit Long 49.000 20.9 24.8 S;4 Short, Oak Summit 50.000 20.5 24.3 S�4 Long 50.000 20.5 24.3 S�6 Short, Oak Summit 51.000 20.1 23.8 S,6 Long 51.000 Z0.1 23.8 Sib Short, Oak Summit 52.000 19.7 23.4 S;8 Long 52.000 19.7 23.4 5;10 Shat. Oak Summit 53.000 19.4 22.9 5;10 Long 53.000 19.4 22.9 9';0 Short, Oak Summit 54.000 19.1 22.6 9';0 long 54.000 19.1 22.6 REQUIRED INSPECTION SEQUENCE BP# Its - '2, Address: BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other REVISED: June 2014 ELECTRICAL PERMIT Min I Max I Inspection (Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough 7Gas Final