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HomeMy WebLinkAbout103 Mapewood DrCITY OF SANFORD JUN 17 2016 BUILDING & FIRE PREVENTION L t PERMIT APPLICATION D Br: fro-� % % %S Application No: Documented Construction Value: $ 1639 Job Address: 103 MAPEWOOD DR SANFORD FL 32771 Historic District: Yes ❑ No X❑ Parcel ID: 33-19-30-5EM-OB00-0020 Residential ❑X Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ® Demo ❑ Change of Use ❑ Move ❑ Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Title: RETRO MANAGER Phone: 3212848290 Fax: 8772250658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Name DANIEL AMOS Phone: 407660685 Street: 103 MAPLEWOOD DR Resident of property? : YES City, State Zip: SANFORD FL 32771 Contractor Information Name WILLIAM WALDEN Phone: 3212848290 Street: 244 OBRIEN RD Fax: 8772250658 City, State Zip: FERN PARK FL 32730 State License No.: CtC'33�� 3306771 Arch itecVEngi neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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. 1 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application �D\ 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 in compliance with all applicable laws regulating construction and zoning. A;6 (, Jr�o - 06-23-16 Signature of Owner/Agent Date Signature of Contractor/Agent Date WILLIAM A&DEN Print Owner/Agent's Name Print Contra r/ nt's N e Signature of Notary -State of Florida Date Signature of Notary -Sia of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes❑ No ❑ # of Heads Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ Sry(� APPROVALS: ZONING: -2.q- Ido UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Si2e COC SZt. v v _ Revised: June 30, 2015 Permit Application to M m X Z 0 642312016 P�C�rAy A�IISER ecrwanoowrv,ciorm., Parcel Information SCPA Parcel View: 33-19-30.5EM-OB00-0020 Property Record Card Parcel: 33-19-30-5EM-0800-0020 Owner: AMOS DANIEL A 8 LEANNE E Property Address: 103 MAPLEWOOD DR SANFORD, FL 32771-3660 11 Value Summary Parcel 33-19-30-5EM-OB00-0020 Owner AMOS DANIEL A 8 LEANNE E Property Address 103 MAPLEWOOD DR SANFORD, FL 32771-3660 Mailing 103 MAPLEWOOD DR SANFORD, FL 32771-3660 Subdivision Name IDYLLWILDE OF LOCH ARBOR SECTION -6 Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2016) I I I l&r .v., I NV. -.0 .°o O � � 1 L U; co .04 Seminole County GIS Legal Description LOT 2 BLK B IDYLLWILDE OF LOCH ARBOR SEC 6 PB 21 PG 40 Taxes Tax Amount without SOH: $3,575.00 2015 Tax Bill Amount $3,575.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $139,457 $133,959 $13,686 Depreciated EXFT Value $13,169 Land Value (Market) $34,000 $28,000 Land Value Ag $183,408 $50,000 Just/Market Value " $186,626 $175,645 Portability Adj $3,218 Save Our Homes Adj $0 Amendment 1 Adj $0 P&G Adj $0 $0 $175,645 Assessed Value $183,408 Tax Amount without SOH: $3,575.00 2015 Tax Bill Amount $3,575.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $183,408 $50,000 $133,408 Schools $183,408 $25,000 $158,408 City Sanford $183,408 $50,000 $133,408 SJWM(Saint Johns Water Management) $183,408 $50,000 $133,408 County Bonds $183,408 $50,000 $133,408 Sales Description Date Book Page Amount Oualified Vac/Imp WARRANTY DEED 7/1/2014 08302 0867 $225,000 Yes Improved WARRANTY DEED 11/1/1991 02360 1741 $116,500 Yes Improved WARRANTY DEED 4/1/1980 01277 UK $72,000 No Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.001 0.00 1 $34,000.00 1$34,000 Building Information Year Built httpJ/parceldetail.scpafl.orgIParcel Detail Irdo.aspx?PID=3319305EMOB000020 1/2 PRECISION DOOR SERVICE OF CENTRAL FLORIDA MHOS, DANIEL Sales Order Date: 06-22-16 244 OBRIEN RD 103 MAPLEWOOD DR Technician: Dylan May • FERN PARK, FL 32730 SANFORD, FL 32771 Work Order#: 3038271 (407) 583.6351 (407) 666-0685 Sales Order # 01901079 Contactor Number CRC 1330671 Part # Description QuantkyUnit Price Ext Price Tax 16X7 SEN11 INSULATED 130290 Seminole County 1 100.00 100.00 N PERMIT FOR SEMINOLE COUNTY SANFORD 143439 New Door Vinyl Trim Klt for Double Car Garage Door 1 79.95 79.95 N INCLUDES (1) HORIZONTAL PIECE AND (2) VERTICAL PIECES 159173 12 Inch Radius Track 1 0.00 0.00 N 159175 Torsion Spring Assembly 1 0.00 0.00 N 159189 16x7 Garage Door 1 0.00 0.00 N 163246 Enduring Collection 1 0.00 0.00 N 24 GAUGE STEEL 159202 Short Panel Design 1 0.00 0.00 N 159208 Lifetime Warranty on Hardware 1 0.00 0.00 N 159211 Lifetime Warranty on Paint finish 1 0.00 0.00 N 159212 True White Color 1 0.00 0.00 N Enduring 200 Semi Insulated R Value 6.44 159200 HEAVY-DUTY EXTEi8OR STS SCO DURABLE, RMIABLE, LOW MAIKMW4CE AE¢ 1 1460.00 1460.00 N ENVIRONMENTALLY SAFE POLYSTYRENE THERMAL INSULATION WITH VINYL BACKING SE¢ ENERGY EFFICIENT SE¢ QUIET OPERATION 45062 PDS800 Belt Driven Garage Door Opener 1 $49.99 549.99 N 45118 POS 800 Battery Backup 1 0.00 0.00 N 1 Year Warranty' 45063 7' Belt Rail 1 0.00 0.00 N 7' Belt Rall 129265 POS Lifetime Warranty On Motor 1 0.00 0.00 N 129266 POS Lifetime Warranty On Belt Rail 1 0.00 0.00 N 129267 PDS 5 Year Warranty On All Mechanical Parts 1 0.00 0.00 N 129268 POS 1 Year Warranty On All Electrical Parts 1 0.00 0.00 N 151296 Precision Door Service Premium Upgraded High Cycle Parts* 1 0.00 0.00 N *Compared to Industry Standards 6890Roller 51/4" 10 0.00 0.00 N Precision Nylon 2" Diameter 51/4" Shaft 13 -bb Sealed Nylon Roller w/Dust Cap 6963Torsion Cable set 8'6 1 0.00 0.00 N 8'6" 1/8 7x19 Torsion Cables 9074 End Bearing Plate RH 1 0.00 0.00 N End Bearing Plate w/Range and bearing right hand 45061 End Bearing Plate LH 1 0.00 0.00 N End Bearing Plate w/Range and bearing left hand 45057 10' POS Drum - RH 1 0.00 0.00 N Precision Cable Drum 10' Right Hand 45058 10' PD$Drum - LH 1 0.00 0.00 N Precision Cable Drum 10' left Hand 6908 Center Bearing Plate LHR w/Bearing 1 0.00 0.00 N Center Bearing Plate - Single Clipped Corners 45059 Spring Guards 2 0.00 0.00 N POS Torsion Spring Warning Guards he work order agreement is for the protection of both the customer and >redsion Door Service of Central Florida. We went our customers to fully mderstand anyrecommendations thatwe offer. Anycustomer has the Ight to accept or refuse all or part of a lechnidan's recommendations md/or receive a second option. I fullyunderstand the explanation and the total price $1,639.00 given to me. I understand the recommendation for servicing our door. I accept the technicians recommendations and wish to have mydoor serviced at this time. It has been a)Vlained to me and I understand that my operator may have been strained orwom due to the unbalanced overhead garage door. The technician has Informed me that there Is no way to detect the longevity of myoperetor due to this possible strain. I understand that there Is no guarantee or warrantyon a strained ! wom operelor. I understand that mydoor and myoperator are two separate mechanisms. kI I was given the lead paint information. It is the homeowner's responsibility to make sure that their new garage door Is Inspected bythe dtyor county In order to dose out any and all permits. The technician will schedule the inspection the day of installation. It will be the homeowner's resp I WANE MY RIGHT TO CANCEL WITHIN THE THREE- DAYCANCELLA11ON WINDOW agree to the order in the amount of $1,639.00 132883 Double Car Garage Door Install 1 0.00 0.00 N 109283New Door Spring Price Discount 1 0.00 0.00 N *Only to be used at new door Installation's* $1,100.00 Operator Reinforcement Bracket for Wind Loaded Garage Doors Bracket displaces the pull from the garage door opener across the entire center 135595 Bracket 1 0.00 0.00 N preventing garage door 9 9 9e Panel (allure In the event of a unbalanced garage door system. 163259 WFTV Channel 9 $1500 Door/Opener Special 1 550.94 550.94 N SUBTOTAL FOR 16X7 SEMI INSULATED $1,639.00 Taxable Subtotal $0.00 NonTaxableSubtotal $1,639.00 Sales Tax (0.0%) $0.00 Invoioe Total: $1,639.00 Total Payment $539.00 Balance Due: $1,100.00 Additional Information LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 05-18-16 i hereby name and appoint: THOMAS BEESING in 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): © All permits and applications submitted by this contractor. c.r 3 The specific permit and application for work located at: (Street Addrtms) Expiration Date for This Limited Power of Attorney: 05-17-17 License Holder Name: WILLIAM WALDEN State License Number: CRC1330671 Signature of License Holder: GJLC�i Gt/ .TATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 18 day of MAY 2016 , by WILLIAM WALDEN who is 0 personally known to me or o who has produced as identification and who did (did not) take an oat Sig i1azure vl (Notary Seal) E CHARLES E. MIERINO MY COMMISSION 0 FF940114 EXPIRES December 01, 2019 s� F *" s.cm+ (Itev. 8/00/13) CHARLES MERINO Print or type name Notary Public - State of FLORIDA Commission No. FF940114 My Commission Expires: 12-01-2019 6J23i2016 pareeldetail.scpafl.orgIFootprintPage.aspx?PID=3319305EMOB000020&BLDGN0=1&PAGENO=1 RECORD COPY Parcel: 33 -19 -30 -SEM -0800-0020 Building No.: 1 Page No: I J REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER _ Com. X50 - r(� DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE #16-1775 http://Parceldetail.scpafl.orgIFoo4yintPage.aspx?PID=3319305EMOB000020&BLDGNO=1&PAGEN0=1 1/1 Permit # City of Sanford Building and Fire Prevention Product Approval Specification Form #16-1775 Project Location Address 103 MAPLEWOOD DR SANFORD 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.floridabuilding.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 HERITAGE 2000 16X7 WHITE FL5302.13-R7 Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 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 Roofing 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 S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered 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 w` c✓we.0 Applicant's Name WILLIAM WALDEN (Please Print) June 2014 1. TAILS • VAX P S6 PA JWCAL TOE FIXTURELO SIM r zarA $rem ATTACHED V/ m V.• . 2/0 10 WM SCIEVS AT EACH EM SrLLL INSIDE ELEVATION K.T.S. M W RESIDENTIAL Tv rtxnm ATr*Am WAM 1/4' • Y.• WK WAD SCMM ADAZTAAc SLz vM=T ATTA090 V/m V.• . Vr .DLT AND MRS �rip z""jT TTAC10017 Cr 3 E RE00SE0) Om 10= H CA • (•) 1 .'-m TARO( SPIIQ DOLTS •MIR IAC e0L17 AYm WIN (7) 3/1C 04l . 1-1/0' (1) 3/14' EA . 1-3/r t 4 TRIS7 ATTACWD TO AAM AT EA AMID RACKET 12 CA GALY. 701 A Au�T(1) 1/.' -SO TRACK SH1S BOLT . NUT an (2) mm R .fin :ii' ID CD O � 1A TYPICAL STILE STIFFENER C d T � �W0 ttV� T fQ'�.WpO a1RAp�f i►AC[I! 1 J CDpmc z.. D fND o A m PR ®0 1RgOE0 SECTOI O �LATTA—CWD CWVTOCI 1. a. S Am 7) A 0idIRATgN FOR e' UP TO 1P TALL ODOR N.TS (TAD" O 11 7 roSTRUT N42.sm.mvTmq D ( S ATT�RAoar �rT� w ASR Rw CK S � Da -A 6_AO 90 MI/4*m1/VRY.' VAT 00ANAND CENTER - - .DrTm1 SRACK r O 2 ASMES 4 G viii y �vi m IH• . 2/.• T. .111 S[ LLO _ .18�01�CADL?� WS WAD SORVS l0 1EL WAD SOEVS - IRLO C1�mum ATTAC ED II. SECTION A -A (SIDE VIEW) In OW STLLc V/ m V.• . 1/1' �A� W% HEM SCRL'W PET CAIRRR TYPICAL DURASArE END HINGE MT.LL (1) 5/14' DIA . 1-3/1' 04 AV EA Ai1A BRACKET° JAMS CiiIAT DWI QLD MYIDI �� // N•Ta s e.A.a TYPICAL IOTTON BRACKET/ 4 \ NAL iM MTf MLS TVO 00TH= (r TH= Ol VD -3 EOIALS O m DIOQ 14" DUDASAE Coerce 1ma ArTAGO (N6 2 an GETTR) V/ (4) W . L.• "Ex WAD SREVS N W (LITER STLL • r >sor4 STtJ/Tf ATTACIED V m w• . a/•• THE METHOD OF TESTINGWAS IN SUBSTANTIAL ® CL HEX WAD SSiEVs AT E330 AND MASI/DASMA 108, THE PRESSURES SHOWN ON THE EACH COTTER SILL[ 1►rO11L •�• [ uraR TYPICAL DURASAFE CENTER HDTGE 2 MT.S \ M W RESIDENTIAL Tv rtxnm ATr*Am WAM 1/4' • Y.• WK WAD SCMM ADAZTAAc SLz vM=T ATTA090 V/m V.• . Vr .DLT AND MRS �rip z""jT TTAC10017 Cr 3 E RE00SE0) Om 10= H CA • (•) 1 .'-m TARO( SPIIQ DOLTS •MIR IAC e0L17 AYm WIN (7) 3/1C 04l . 1-1/0' (1) 3/14' EA . 1-3/r t 4 TRIS7 ATTACWD TO AAM AT EA AMID RACKET 12 CA GALY. 701 A Au�T(1) 1/.' -SO TRACK SH1S BOLT . NUT an (2) mm R .fin :ii' ID CD O � 1A TYPICAL STILE STIFFENER C d T � �W0 ttV� T fQ'�.WpO a1RAp�f i►AC[I! 1 J CDpmc z.. D fND o A m PR ®0 1RgOE0 SECTOI O �LATTA—CWD CWVTOCI 1. a. S Am 7) A 0idIRATgN FOR e' UP TO 1P TALL ODOR N.TS (TAD" O 11 7 roSTRUT N42.sm.mvTmq D ( S ATT�RAoar �rT� w ASR Rw CK S � Da -A 6_AO 90 MI/4*m1/VRY.' VAT 00ANAND CENTER - - .DrTm1 SRACK r O 2 ASMES 4 G viii y �vi m IH• . 2/.• T. .111 S[ LLO _ .18�01�CADL?� WS WAD SORVS l0 1EL WAD SOEVS - IRLO C1�mum ATTAC ED II. SECTION A -A (SIDE VIEW) In OW STLLc V/ m V.• . 1/1' �A� W% HEM SCRL'W PET CAIRRR TYPICAL DURASArE END HINGE MT.LL (1) 5/14' DIA . 1-3/1' 04 AV EA Ai1A BRACKET° JAMS CiiIAT DWI QLD MYIDI �� // N•Ta s e.A.a TYPICAL IOTTON BRACKET/ 4 \ NAL iM MTf MLS TVO 00TH= (r TH= Ol VD -3 EOIALS O m DIOQ Cesm IOW7® Ln -1646944 W Q NO4 2 s(y4A-M AW .0111 11..ALL �09 Low 11011 PCC 0" a TfYmCOMS, Tei as 121" T40L ,W I�IfA a W..�i P�Q11dI p 11(� q ANO02p /b K OOOA. 001 100fJL MW . eAOA.I Ocu01 LOWS T. 1.a• AM) . ,u. L 00010 AW NAAR•AR .0 IS acumm RAAP.CAARR An ROTRAID •R1 STAMMMS$ AS SD 10RD11Y UUM a 0501 Sm"m DULL ■ 23 4 •e( tar) 001m 1 Ymi m.mOM Ou m a 11000MM LOLICOMM nD01T11HATL Of 012Y0 A A mm10 w 9SMXK DOW 10 ,•o LO.m 200.10 m TMS mAWIR N mom TO 0.0110A02m a 100 M UNSS 01 OR 0.0[ 7 /4 ADMQO DOW MR4 .W am Scum 11mrO MAX SIRE I -.J�,; ; •�,GENS�, ii' R�iaTMiT z: No 904C579 *1813 .5 PW 7 -11 1 R Hyl TEST 110.05 .27.s Ps d$ -31.1 PSF a FL MODEL /0.50'OA6 SUVMTr w/DuraSate MODEL /500 S`MTPORD v/NwaSele MODEL /950 UWAGE v/Dw,@.We Sbort. lone. nusb ! Oak Summit Panel's 31 OAO D R) OAIE OW10 WAi IM B DEODD V AN I DAN 04AZ K-6016-110-15 9m I IF 7 (N6 2 an GETTR) OPTIONALVENTTDDETA[ N W (LITER STLL N .S THE METHOD OF TESTINGWAS IN SUBSTANTIAL CONFORMANCE VAIN THE PROCEDURE DESCRIBEo IN ASTM E330 AND MASI/DASMA 108, THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE PARAMETERS (5 FEET OF DOOR WIDTH IN THE END VOIDY"FOLLOWING vTNSH7 �1• irIG10 ZONE. ROOF AT ANY .OPE ELIAwl MY WINO SPEED MPH lA2 129 122 117 112 uvos E%POSURE LEVEL 8 C C 0 0 TRAP( MOUNTING DETAIL MEAN ROOF HOGNT 30' 15' 25' 1 15' 1 25' MTS Cesm IOW7® Ln -1646944 W Q NO4 2 s(y4A-M AW .0111 11..ALL �09 Low 11011 PCC 0" a TfYmCOMS, Tei as 121" T40L ,W I�IfA a W..�i P�Q11dI p 11(� q ANO02p /b K OOOA. 001 100fJL MW . eAOA.I Ocu01 LOWS T. 1.a• AM) . ,u. L 00010 AW NAAR•AR .0 IS acumm RAAP.CAARR An ROTRAID •R1 STAMMMS$ AS SD 10RD11Y UUM a 0501 Sm"m DULL ■ 23 4 •e( tar) 001m 1 Ymi m.mOM Ou m a 11000MM LOLICOMM nD01T11HATL Of 012Y0 A A mm10 w 9SMXK DOW 10 ,•o LO.m 200.10 m TMS mAWIR N mom TO 0.0110A02m a 100 M UNSS 01 OR 0.0[ 7 /4 ADMQO DOW MR4 .W am Scum 11mrO MAX SIRE I -.J�,; ; •�,GENS�, ii' R�iaTMiT z: No 904C579 *1813 .5 PW 7 -11 1 R Hyl TEST 110.05 .27.s Ps d$ -31.1 PSF a FL MODEL /0.50'OA6 SUVMTr w/DuraSate MODEL /500 S`MTPORD v/NwaSele MODEL /950 UWAGE v/Dw,@.We Sbort. lone. nusb ! Oak Summit Panel's 31 OAO D R) OAIE OW10 WAi IM B DEODD V AN I DAN 04AZ K-6016-110-15 9m I IF 7 pc HnAOco $Cxvs r WA STRUT LOCATED ON THE TO AND IOTTOM ? GLAZED ION ATTACHED V^V 1/4• , 3f4' MEIN / / / / / HEApDSCK AT 00 AND OEM OPTIONAL SHORT PANEL TDP GLAZED SECTIO( (STRUT AND STILE LAYOUTS) Nei W OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LOM PMEL GLAZDG (►IIDN AIIAAAmE (ply DN Dom IS'6 TmaxAm 16'0 WOL 000113 LESS TOWN 13.6 WOE MAST USE NgRT Pun CLAIM OR (amED S(c1IDMN3 WOOD JAMB ATTACHMENT TO STRUCTURE V4z// 77 77 lzlu 7/4 IPTIDNAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) ID-t/r 3B -VB' ,a v •a Io-s/r Io-s/e• SHORT PANEL GLAZING FASTENER OCTAL LIG PANEL GLAZING EASTEHER DETAIL KTS KTs• GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN VIND-BORNE DEBRIS REGION GLAZM MEETS ASTM E1300-04 0(MraFr6N16 WINDOW FRAME OPTIONAL Daimo INSERTS JVAMUV PROTECTION WITH UV PROTECTION IN3/3r THIpO SSB GLA55 T(N1)pH A , y PAN AT GD• p4( PM6 pIODN TW11R . RAIN / , a/•• pa MUD puns Ar 7Aa Moo P.Mn -.— WA -1 MOLDED INSIDE FRAME 4 RWtD II SECTION B-8 1O°D°"m I'll'% r LAG SCREVS STARTING 6' FROM EARNS THEM 24' (1 1/2• EMIEDHENT) P % AyL4neu .IAMB ATTAE16m1T ie 2mo PSI L'd(YNETE KILTIKVIK DILT 3/0• % 4• STARTING 6' FRU" ENDS THEM 24' OC. (2 1/2' EKIEDMENT) HILTt SLEEVE ANCHOR 3/0' X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. Q 1/4' E)OEOMENT) ITV/RAMSET REDHEAD (TRU-MLT) 3/r % 4' STARTING 6• FROM ENDS THEN 24. O.C. Q V2' EMBEDMENT) SIMPSIN V4' % r 7ITEM SOEVS ARTING 6. 09 ENDS, USE PAIRS CK FASTEERS O 1/Y EMBEDMENT) (r APART) AT 24. G.C. EN If IOLTI 1/4' X 2-3/4• KVIC-CON U- SCREVS STARTING 6• FRDM ENDS, USE PAIRS 0 r FASTENERS (r APART) AT 24. O4 (1 1/4• CKBEDMF•NT) LX A VFF7I[AL upp ARA[I-EYf Te Gp0.REp E RNWa[ 2l PSI GROUT) NILTI A¢VE ANi 3/r % 2-3/4• STARTING 6' FRIM E/mS THEM 24' OC. 0 1/4' EMIEDHENT) (OR. USE FASTENERS FOR WILLOV C-90 WLACHO -LAGS AND DOLTS CAN IE COUKIERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE -PREPARATION OF VMD JANN BY OTHERS x = STTUICtMRC SSTRUCCTT� s�tRIHE�nRIaE GIOIHTEO 888y iTRUCTIRE = 5 W I ' 1-1/r MIN ♦' 1/�JAND v2� Y MON AVAILABLE TRACK CONFIGURATIONS N.T.S. ODOR TRACK ATTACHMEM SPLICE 0:144E, A 8 C 0 E F G S 0:1q 10' 38' SrS8' M 0.: ALJ_ ©-„•, 577F"? - i a =­ M-1111 T B 78' ODOR STRUT SPACING (BASED ON RECOMMENDED SECTION OOPffIGURATION TOP HEIGHT A B C 0 E F G H 1 J K T /• 28' S2' 76' or s• 10' 34• 58• er 88' �t�'. �R-MMUM s• ze• Sr 76• Vol S 1n' 18114-135 111. 131/2' S4 t/4• 611n' >r 10• 34• Srse' ez• 100' T 5ln' 181/{• 391!1' 18tH' 601/1' 731/2• {• 28' Sr 78• lar 106' �E�E.7m �IEINIM 05E's■E� �i�'• s.'-� E:11 fill 10. 34• 58' er tae• T8' Stn' 15111. 33111. 10tH' S1 1/4. 691/1. 761/7 881/7 10' 6• P 28' sr 78' lar 8' Stn• 181!{• 38 1/4. 13 112' S4 1/4. 72 1/4' 79 1n' 94 1/r 11' 10' 34' Sr 8r 108' tIAM Ei7 11' 6' 8'8' S1/r 181N' 39111' 18tH• 601/1' 781N' 851/2• 1001/2' 13e 1n' iT • 51n' 18 1/4. 39 1/4' 18tH' 601/4' 81 UI' 88 VY 102 1/4' 1201/4. 1271/2' 9' s 1/r 15 1/P 33 1/4. 401/2'131 Ila• 89 1!1' 78 tn• 87 ,/4' t19- 1r8' �LE'7mf, M 13' 9'6' S 1n' 181/4' 38114• aJ In• 51 1/4- 72 1!4' 79 1lY 901/{' 103 Ilr 13'8' Stn' 18 1/1. 39 1/4. 18 1n' 60 114. 81 1!1' 88 tn• 102 1!4' 120 1!{' 127 1n' 138 1/{' 151 1n' 14' ,Ir s,/r 1e vs• 39 va• 46 lir 60111. 7a vs• es yr 96 vs• 1o9,rr 14' 10' 34• 58' 8Y 108. 130. 154' 160' 1o•e• s 1!!' 1e v{• 39 v{• 18 ur eo v4• e, v4. 88 1/2' 102 vs• 11s 1rr 1r 5 tn• 1e ud• 36 vs• 13 1/2' S4 1u• rt va• 79,n• 90 v4• ,oe,a• 115 ,n' ,30 lir ®Ertslrisl �:. �K:M 11' 8' Stn' 18 1/1' 39 1/4' 18tH• 60 111. 7e 1r1' e5 7n' 115 1/P 114114-1121 tFLltr7ESS=][iL7ir �I.'] M'7IE37 Ei1 Wiwi u"-E::ma-1m Efficl [SL:9 LE.S� �� • • • ®�000�000 ®®®®®®®®K ®®®mmm® ®®®mm® ®®®�® ®DEizwi1 ®L�� E:31 Efl KU1-.-x _-'®Ecil EYmE�lFII1EII1 �Z1t--NR ARZA E� [.i5] im 1•®® MUZZ"tar-;;-RALARL M �Z7©lIt1EII1 Qcaa►-�E_nl�us��� Eau ELIZ-3110 : EiMfeL1 ��"m ®EZMW-LAR ®ar t■�e� NUIEREM ®EMMEARRim ®mL-MUWF7E:L ®.-tom-, r z1� �1�'7ti'i1E%il tii/• S�7L1t! till •-�.. �"'L2L am]t=->.KLLMRAR tLIJ � .''!• Q'L1 E�F7 �tr, �Qa1'L ®•�®® X" EmMm �'1 m" ®_�_ •-�arLiricl X31' ML mL__ M MUA wi= ��r-7■QSllaL NUL1® 1SII9E°7Qm�MIKIMME71IMMUZAR-AA �0®m �1f1 t1r-�����'. ODOR TRACK ATTACHMEM SPLICE HEIGHT A 8 C 0 E F G S 8'8• 10' 38' SrS8' 70' T 10' 38' S8' 78' r 6• /• 28' S2' 76' or s• 10' 34• 58• er 88' VV` 6• s• ze• Sr 76• 94• >r 10• 34• Srse' ez• 100' 9' 8' {• 28' Sr 78• lar 106' 11r 10. 34• 58' er tae• 1,r 10' 6• P 28' sr 78' lar 118' 11' 10' 34' Sr 8r 108' 124' 11' 6' 1/r 13e 1n' iT • 51n' 18 1/4. 39 1/4' 18tH' 601/4' 81 UI' 88 VY 102 1/4' 1201/4. 1271/2' 112 1n' 1r8' Stn' 18 1/4. 381/x• 431/2' 511/{• 72 1/4. 78 1/Y 90 1f4• 1081/4' 115 1n' 1281N• 139 1n' 13' S,n' ,8111' 39,/1' {61/2' 60111' 78111. 85 tn' 98 VI' 114114. 121 13'8' Stn' 18 1/1. 39 1/4. 18 1n' 60 114. 81 1!1' 88 tn• 102 1!4' 120 1!{' 127 1n' 138 1/{' 151 1n' 14' S 1n' 18 1/1' 39 1/4' {e 1n' 60 1l1. 8/ 1/1' 88 1n' 102 1/4' 123 1//• 130 1n• 14t 1/4. 157 1n' ODOR TRACK ATTACHMEM SPLICE HEIGHT A 8 C 0 E F G S 8'8• 10' 38' SrS8' 70' T 10' 38' S8' 78' r 6• /• 28' S2' 76' or s• 10' 34• 58• er 88' VV` 6• s• ze• Sr 76• 94• >r 10• 34• Srse' ez• 100' 9' 8' {• 28' Sr 78• lar 106' 11r 10. 34• 58' er tae• 1,r 10' 6• P 28' sr 78' lar 118' 11' 10' 34' Sr 8r 108' 124' 11' 6' 4' 28' S2' 78' lar 121• 130• 1r 10• 34' S8' 82' lar 130• 136• 1r6' a• 28' S2' 76' 100' 12{' 112• 13' 10' 34' Sr 82' 108' 130' 1a8• 13' 6' 4' 28' Sr 78' 100. 124. 14' 10' 34• 58' 8Y 108. 130. 154' 160' � E�.'� : � C3➢ lcT�7 G97 �fl t'-� E:LJ fLi'=11�J � � AL1 t�">• UI•� ILG'] [�SL•] � � Q(7': s:T.ESESIIi%.']iZT' ��� �7 �'�'� FS£7lZ�.9 �7 �i'1 t�� E� tiL�l ir�fr. ; l � � tFLltr7ESS=][iL7ir '�� X31 "•-i."r, -'FSJ [SL:9 LE.S� �� �'1 L�r7 E� [.i5] im Qcaa►-�E_nl�us��� tii/• S�7L1t! till •-�.. �"'L2L Lail! L' L"J YL"t:J ILL1J L:LJ LLl1:J�� �•]�r"7L�S-_'J�li:]CZ lei. '�C' '1 tFLJE �i�Ui7�[:YIiiLS11[it67 �1f1 t1r-�����'. Q.�]' AL1: �EZ]CCF➢m��] X31 E `-� CL3 C`ID F:T] �ID �l1 t .rte QLZ] Q.'� rr•i �� LI:L'7 �1".-s+r, •.:LF3QII']ILii']{�S�iF3=J LS3 iTa[L Q{'I iMSll LLf lJ REQUIRED INSPECTION SEQUENCE ]BP# it, . 1—M< Address: (03 ALAQ i4 &k� Bu LDtKG PERMIT Min Max IIns ection IIDescri tion 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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other REVISED: June 2014 ELECTRICAL ftRMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT Nun Max IIns ection Description Mechanical Rough Mechanical Final 1�9[in Max Inspection Description Gas Underground Gas Rough Gas Final