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Home My WebLink About126 Alder CtRECEIVED AW6 2 E 2016 BY, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: L 035 G Documented Construction Value: $ -727 Doll Address: 126 ALDER CT SANFORD FL 32773 Historic District: Yes No X Parcel 11): 11-20-30-512-0000-1430 Residential 0 Commercial Type. of Mork: 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 Ph o n F;: 3212848290 Name DANNY DAVIS Street: 126 ALDER CT City, State Zip: SANFORD FL 32773 Name WILLIAM WALDEN Street: 244 OBRIEN RD City State Zip: SANFORD FL 32773 Name: Street: City, St, Zip: Bonding Company: Address: Title: INSTALL MANAGER Fax: 8772.250658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Phone: 4073217818 Resident of property? : YES Contractor Information Phone: 3212848290 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. FBC 103.:3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: tune; 30, 20i ti Pennit Application 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 1 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 lee 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. Signature ol'Ow)er/Agent Print C ^^.u;r%A. ,c;nt sNann.; Date Signature of Notary -State of Florida Date Ov ner:- geiit is _ Personally Known to Me or Produced 11) Type of ID l/X'ZOJJA' 08-16-16 Signature of Contractor/Agent Date WILLIAM WALDEN Print Contractor/Age 's Name// t 08- 16-16 i tary($ biEl aE.149ERIP1(19at MY COMMISSION # FFS40114 EXPIRES December 01, 2019 Contractor/ Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type:____ ____ Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Spr iMcr Permit: Yes No # of Heads ___ APPROVALS: ZONING: g 22 1 17`ILI'TIES: ENGINEERING: FIRE: COMN/ lENTS: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5f' - 24- & Revised: June 30. 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# 1I _ 7 &e!_ Address: t7.& kt.bt4Z BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour 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) ELECTRICAL PERMIT Min Max Ins ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final M+EIGHANcICAeL IRE#RM11T Min Max Inspection Descri tion Mechanical Rough Mechanical Final Min Max Inspection Descrij2tion Gas Underground Gas Rough Gas Final REVISED: June 2014 STORE COPY This is only a Quote for the merchandise and services printed b0iow. This becomes an agreement upon payment and issuance of a Lowe's receipt, upon which the entire agree- ment, referred including the specifically completed pages of this document, the Terms and Conditions included wn( withthisdocument, the applicable portios) of Lows receipt, and any PLEASE READ 1REDDSMAE-N-T -INCLUDING THE FER &UQS KKIRa_ _Q 10N B C)RESIGNIN Lowe' s Registration or Contractor License Number / Lowe's Contractor Name Florida Contractor License Number CGC1508417 Customer Name Home Phone S DANNY DAVIS 407-314-6670 o Customer Address Other Phone L 126 ALDER CT 407- 314-6670 City State/ Province Zip./Poslal Code D SANFORD FL 32773 Installation Address 126 ALDER CT 0 Installation City Installation State/provirice Installation Zip/Postal Code SANFORD FL 32773 MERCHANDISE AND INSTALLAT ION SUMMARY PUIERCHANDISE SUMMARY Materials Price 1 $ 637. INSTALLATION DESCSSIPTION Location : Front Center Garage Door Size: 8-ft x 7-h GaNdge Door Color i Dark Brci„n Des&be extra. Installed Garage [.'ore Accessories : nloHCII Will GDO be installed: No Existing Damage : Potentially Store 1657 Project No. 482702197 for DANNY DAVIS Page 1 of 7 STORE COPY Customer Understands Scope of the Project : Yes Who Will Obtain Permit: Installer Additional Miles Traveled over 20: 0 Comments : Customer is responsible for any screw holes and any touchups Permit Required: Yes Permit Fee: Yes Describe Other Work Needed - None Labor Charges $1 Detail Deduction Additional Specifications: Notation: Lowe's will not make structural modifications. paint or stain or remove/reinstall security system equipment. Installer will plug cord into 110V receptacle within Sof opener. Lowe's does not run new wiring. Additional Specifications: Federal law requires Lowe's to provide you with the pamphlet Re -ovate Right: important Lead Hazard Information for Familes, Child Care Providers and Schools. By signing this Contract. Customer acknowledges having received a copy of this pamphlet before work began informingCustomerofthepotentialriskoftheleadf-,azard exposure from renovation activity to be performed in Customers dwelling unit. PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent crUntractors the right to lake photograghs of the Premises where In- stallation Services will be, performed and all work performed at the Premises related to this Contract, and irrevocabiv grants to Lowe's aii right, title. interest it! and to the photographs for use in all markets and media. worldwide, tij Perpetuity. Customier aulhuorizes Lowe . s to copyright, use and publish the photographs initI print and/or electronically, Find agrees that Lowe's may use such phologiaphs for any iaWfLd PUrp01 4f ft}ding, but not limited to, marketing, advertising, pubic. city. illustration. training and Web content. Byinilia0ing here, Customer agrees to the foregoing . ......... Lr ustorner to initial to the left). NOTICE TO CUSTOMER -PRICE CALCULATIONS: in order to properly perform the installation of certain Goods, the Contract Price may include more Goods than actually will be installed based on the nneasured square footage of the Project Area, As a rcsult, the parties agmla that tl,,e i,ump-sum, Price stated in this Contract is calculated upon, both the value of the estimated Goods* required to fulfill the Contract (including waste',,, ;,vhich may exceed the actual square footageoftheProjectArea, and the labor which may be estimated based on the amount of Goods required to fulfill the c'ontra- (including waste), By signing this 'on - tract below, Customer ackn ivledges receipt of This notice and agrees and understands that the Price includes inese costs which may not be refunded once the InstallationServicesareperformed. - NOTICE OF ARBITRATION AGREEMENT F SIVEi.- THT.- This ContractprovidesthatallclainisbyCustom--_-wi, o, Low&'s i Jlll I)e re--_ulved by B1NrDiNG--- 'H,FR'A TION! Ci and Lowe's u T 0COURTtoenforcethisC'ontract (EXCEPT for that may be taken to SMALL CLAA;il 'OURTI. Lciv,,eis and" Customer's rielhTs vjifi be determineo by a NEUTRAL ARBITRATOR a,,-,d r jof a judge or jLi ' ry. Lowe's and Cuslon-ter arc. entitled"to a Fill? HEARING. But ihe arbitration procedures are S%IPLEER ANIC MORE LIIVIITEDTHANRULESAPPLICABLEINCOURT, Arbitrator decisions are as enforceable as any court order and are subject to V-ERY LIMITED RE- VIEW BY A COURT. FOR IMORE DETAILS: Review the section titled ARBIT RATION AGREEINIENT, WAIVER OF JURY TRIAL AND v`v'AiVEJ9F OF CLASS AC- TION ADJUDICATION found in the Terms and C-0--iditions of this Contract. TOTAL CHARGES OF ALIL rill E R CHAN DISE All"XID SEE-RVIECES vvh,t 2re appl;cabif• SUB -TOTAL TAX 787, 0 Store 1657 Project No. 482002197 for DANNY DAVIS Page 2 of 7 STORE COPY DELIVERY 0.00 ORDER TOTAL S 787.7-2 BALANCE DUE Work is to commence upon reasonable availablity of Contractor which is anticipated to be [fill in date]. Estimated completio'fl date is in date]. NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to cus_ 4or" - er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OFTHIS CONTRACT, BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET PORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT' .THE TIME Or' SIGNATURE. NOTICETO OWNER: -ACC ORDING TO FLOIRIDXS CONSTRUCTION LIEN LAW (SECTIONS 7!3.00.- 713.37, FLORIDA STATUTESll, THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE NIATEP11AI Q SERVICES ANU) Am- N107' PAID IN FULL HAVE A HIGHT TO ENFORCE THEIR CLAH`441 FOR PAYMIEN117 AtGXAINGT YOUR PF-'XOPEERTY. T49f'S N"'L-A,M IS KNOWN AS A CONSTRUCTION LIEN, IF YCLIR CONTRACTOR OR, A SUSM ZITRAC;Grit All - TO PAY IS- 10 ioki - TRACTORS. SUB - SUBCONTRACTORS, OR i%11.ATERIAL SUPPLIERS, THOSE PEOPLE w-do !-ARCE OWED it ONE`Ir !MAY t L I LOOK TOYOURPROPEPTYFORPAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUS !C-0-11 - RACTOIR IN Fuil L. IF tp r YOU FAILTOPAYYOURCONITRACTOR, YO%.... WONTPACTOR :,CAI' ALSO HAVE A LIEN (-*N YCIUR PROPERT'I'*. THIS MEAN$ IF A 'LIEN IS FILED YOUR PROPERTY COULD BE SOLD AI AHNIST YOUR WILI TO PA'Y FOR LABOR. f1.1A"E;,; ALS, OR OTHER SERVICES TI;AT YOUR 'GONTRAC -l'OR OF A SUBCONTRACTOR iMAY HAVE FAULED TO PAY' - PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE AWt' f)AYrv1EiNT1 iS MADE. YO;UIR CONTRACTOR IS REQUIRED TO PROVIDE '101U WITH A WRITTEN RELEASE OF LiEi'4 FROM ANY PERSON OR GfUfkpi- I 3 " " J ; '' " I -" i 1 4. !- A '! i AW 11b (;'- Q0- 1 EX PANY T HSTHASPFV::W'GED T7 lov A iN)II.CrE TO OWNLsk.` FLORWA'S ICO- U N -5 t. I L I h P L -7 AND IT IS RECOMMENDED THAT YOU CON S'.UJI-T. AN AATT10`,7t4E Y, WITNESS OUR HAND( S) AIND SEA! BELOW THIS A ......... ..... . .. . Lowe's Home Confers, LLC L11 y: (Seah Print Name: Store 1657 Project No, 482702197 for DANNY DAVIS Page 3 of 7 Adds ass 3 City State 11, Province Zip Postal Code Seal) Print Name Co -Owner or Witness ( Seal) Prm! Name Custoiner acknowledges receipt of a true copy %Ahichvvas completely idled in Prior to Customer's execution herecit. You the customer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Ca-ticei for an explanation of this right. Store 1657 Project No. 482702197 for CANNY DAVIS Page 4 of 7 8/18/2016 SCPA Parcel View: 11-20-30-512-0000-1430 fro _rty_Record Card Parcel `:1-20-5,12-000-1430 Owner: DA'dIS i ANNY L & ROVENE E Property Address: 126 ALDER CT SANFORD, FL 32'773-5649 Parcel 11-20-30-512-0000-1430 Owner DAVIS DANNY L & ROVENE E i r Property Address : 126 ALDER CT SANFORD, FL 32773-5649 Mailing 126 ALDER CT SANFORD, FL 32773-5649 Subdivision Name HIDDEN LAKE PH 3 UNIT 5 Tax District S1 SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) x7 110.0 0l./!0 .J:7.L ziJV I 69.82 Seminole County GIS Legal Description LOT 143 HIDDEN LAKE PH 3 UNIT PB 29 PGS 40 & 41 Taxes Value Summary 2016 Working t 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $67,668 58,915 Depreciated EXFT Value $200 200 Land Value (Market) $21,000 18,000 Land Value Ag J.jstAarxetValue'" $88,868 77,115 Portability Adj Save Our Homes Adj $25,108 13,798 Amendment 1 Adj P&G Adj $0 0 Assessed Value $63,760 63 317 Tax Amount without SOH: $748.06 2015 Tax Bill Amount $613.32 Tax Estirnator Save Our Homes Savings: $134.74 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority l Assessment Value ExemptValues Taxable Value County General Fund 63,760 s 38,760 25,000 Schools 63,760: 25,000 38,760 City Sanford 63,760 38,760 25,000 SJWM( Saint Johns Water Management) 63,760 38,760 25,000 i County Bonds 63,760 38,760 25,000 Sales Description Date Book Page 3 Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 9/1/1989 1 r 11,155 52,500 Yes Improved WARRANTY DEED 1/1/1989_. t j 1504 600,000 No Improved WARRANTY DEED 3/1/1985 01f 24 1275 62,400 Yes Improved i Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 ; 1 21,000.00 21 000 Building Information Description I Year Built Fixtures [ Bed Bath Base Area Total SF Living SF ` Ext Wall ;Adj Value s Repl Value :Appendages Actual/ Effective http:// parceldetail.scpafl.org/Parcel Detail Into.aspx?PID=11203051200001430 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 05-18-16 i hereby name and appoint: an agent of THOMAS BEESING 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): ZAll permits and applications submitted by this contractor. or The specific permit and application for work located at: Street Address) F, xpiration Date for This Limited Power of Attorney: 05-17-17 l., icense Holder Name: WILLIAM WALDEN state License Number: CRC1330671 signature of License Holder: STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 18 day of MAY 201 6 . by WILLIAM WALDEN who is X personally known to me or who has produced as identification and who did (did not) take an oat 1* 6 Sig ature Ll Notary Seal) CHARLES E. MERINO t r RAY COMMISSION # FFS40114 EXPIRES December 01, 2019 40d 398.0'S3 f1otlMNoen mules Cprr Rtev. 8!06/ 13) CHARLES MERINO Print or type name Notary Public - State of FLORIDA Commission No. FF940114 My Commission Expires: 12-01-2019 IN CORD COPY 011 City of Sanford w u 3Building and Fire Prevention Fle rylit # Product Approval §44ecification Form A\),\- D NG 1 6- 2 3 5 6 5Pj,,,o91D p Project Location Address 126 ALDER CT As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the inforfriation and product approval number(s) on the building components listed below if they are to be util; -ed 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 appiic.:-ibie listed products. Beaware 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.floridabui-Iding.org. The allowing 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. Cafecvr rv_ f Subcategory F lanufacturer Product Florida Approval # Description include decimal) 1. Exteflor Doors, Swirl irirry---_--— Sliding Sectional ANIARR STRATFORD 1000 8X7 BROWN FL5302.7-R7 Roll lip --. -- —( Autorr= kt i,; Other --------- REVI VIIED FOR CODE I 2. S i n' a r u I_g Horizontal : gliderDATE Casr rn nt Dau__—_--- r— Fixed AL11)C BUILDING DIVISION Awnik1.-__.. l_-__-_---.-_--i-OCOAAIB-iA BE Pass T hl-OL H THE WORK AND NOT AS LICENSETOPROCEEDWITHPI' a[ect.ti9 --------------3-- MUli1i) I"It HORI` 1Y'IZ5AUT4fOtATE AS0-=.ANY- 0E-T-b IONS OF= THE TPC JNI('Al CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT ZSFFfCTAL t Wn a_€ Iclser - THE BU LDT( P Ead+ lr a caEr DUaf Action Other CONSTRWCTION OR VIOLATIONS OF THIS CODE Jtm,: 2014 Category ISubcategory Manufacturer Product Florida Approval # Description including decimal) 3. Panel Walls Siding Soffits_ Storefronts Curtain Walls Wall s,,,)ulver Glass block Mernb.,Ene Greenhouse ERS Composite Panels Other 4. Roofing "Iroducts Asphalt Shoales Underlay'r.ments RcofincLF.asteners______ Nonstructuml _T Metal Wood Shakes and shin, Roofinr. _ ties Roofing wate-rii ding Built x.Ap roofing Systorri Modifi-2d Bitumen Single :--11,y 17,,.00f SYS18MS R o o filate Cem, ar,,ts,' Adhes' rlep, Coating Roofins,,-, vstems Roof Tile adhesive Spray /' epplied Polyurethane Roofinr E. P. S. R, c 0 Pan,. Roof V,nts Other Jum, 20!4 0 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipmert Other 6. SkyfiOlts Skylights Other 7. Structural C011rlponents Wood "-ornec.tors Anchors Trut.-s Ra.-es Engi;-ieered Lumber Coo l-:.,rJF reezers Conc,--ete Admixtures Lintels InF.,;ulafion Forms Deck Loaf Wall Prefab Si,eds Other 8. Now ExLmior Envelo.,x,,, PIroducts Applicant's Signature )ah, Applicant's Name WILLIAM WALDEN Please Print) uric 20 1 A 2' 20GA. STRUT ATTACHED 16 GA GALV. RESI ENTIAL V/ (2) 1/A' . 3/4' TOP ROLLER BRACKET • i HEX HEAD SCREWS AT ATTACHE V/(3) i/4' . - EACH END STILE 3/4' HEX HEAD SCREWS PER BRACKET a j AL•TACKEDIE (2) 1 CARRIERYTACKEDV/ (2> 1:2' BO L T 6 NUT PER BRACKET TYPICAL TOP FIXTURES_/ q \ SE N.T.S. \ 1 J ST SEE (TABLE 2) ON PAGE 3 FOR RECOMMENDED SECTION CONFIGURATION EMBOSSMENTS NOT SHOWN FD( CLARITY 6;. SEE TABLE 4 ON PAGE 3 ` SIDE FOR STILE PLACEMENTS a- MAX INSIDE ELEVATION NT.S. 3' 206A STRUT ATTACHED V/ (2) 114' . 3/4' HEX HEAD SCREWS iA DURASAFE HINGE ATTACHED 2) 1/4' . 3/4' HEAD SCREWS E 14GA DURASAFE . 20 GA, STRUTS CENTER HINGE ATTACHED (1) ON TOP SECTION V/ (4) 1/4' . 3/4' {{{---2• e HEX HEAD SCREWS 15 GA RESIDENTIAL I TFIXTURE pPATTACHED V/ 0 ( 3) 1/4' . 3/4' HEX HEAD SCREVS 3' 20GA. STRUTS ATTACHED I 25. (d SKIN (N600 LM65m) ADJUSTABLE SLIDE BRACKET ATTACHED HEX HEAD AT 24 GA SKIN (M950) V/ (2) 1/4' 3/4' (--)) V/(2) 1/4' x ./2' BOLT AND NUTS SCRE VS Iv CENTER STILE ? O ' PAGE 2 FOR OPTIONALGLAEE SECTIONSRUT AND STILE LAYOUT TYPICAL DURASAFE CENTER HiNGFI/0 N. T.S. S STILE STIFFENERS (11 (SPLICE) LOCATE IN Hi:MTE HOLEfS) W TOP SECTION ONLY 2' MGA STRUT ATTACHEDi -- W/ i2) l: _, ., 3!d: HOLE: FOR STRUT T HEX HEAD SCREVS AT ATTACHMENT TOP) CENTER STILE \ (STRUT NOT S1 VN C CLARITY) (THROUu' ri 1 G Q 1 CHEL INGE B 4 THROUGH O 1 CE TRACKS AT THIS LOCATION 4) 1/4-20 TRACK SPUi3 BOLTS i NUTS JRE TO JAMB WTH (3) 5/16' DIA . 1-5/8' BOLTS DIA . 1-5/B'TA ATTACHEDTO .%AMB 12 GA GALV. STEEL JAMB BRACKETS ATTACHED W/ (') 1/4' 2C TRACK SPUCE BOLT h NUIT OR ( 2) RIVETS TYPICAL STILE STIFFENERS N.T.S. i 3' x III GA. STRUTS _ A ' i 1) ON ALL SS CT OS EXCEPTTOPN.T.S..ON SEE (TABLE 3) B PAGE 3 T. SIDE FOR JAMB BRACKET SPACING 1 TWO (2) ROWS \ OF THREE <3) BOTTOM BRACKET TRACK CONFIGURATION FOR 6'6- UP TO 14' TALL DOORS ATTACHED VENTS EDLLALS 15 SO. INCHES In, W/ (3) 1/4' v 3/4' I HEX HEAD SCREWS TABLE D ON PAGE ' r 0 DESCRIPTION OF DTS06 DA7 v FOR STRUT SPACING 2' x 20 GA. STRUT STAGED ^ N BO!?OM BRACKET VENTS PROVIDE 70 Sq ti OPTIONAL VENT DETAIL 2L FOROPTIONALsq. In_, Q CONT. STEEL RETAINER OF UNOBSTRUCTED N.T.S. W/ CONT. STAR SEAL AIR FtoV EACH GA. DURASAFE 3LLER CARRIERS ATTACHED I END STILE V/ 12) 1/4' . 3/4' EX HEAD SCREWS PER CARRIER DROLLER V/5?STEM TYPICAL DURASAFE END HINGE 3 N. T.S. 6' DNA.. 1-5/8' 2 X 6 SYP OR SPF LT ATTACHED TO JAMB (NO. 2 OR BETTER) JAMB BRACKET OPTIONAL STOP 20 GA CENTER ST-E MOLDING C 2END STNGE V. STEEL 7/ 16' DNA. BOLT RETAINER 1) PER ROLLER 1/ 4-20 . 5/8'TIZACX SPLICE BDLT AND NUT 2' CALV. STEEL TRACK - OR ( 2) RIVETS TRACK THICKNESS .051' TRACK MOUNTING DETAIL N. T.S. 2' 20GA. STRUT STACKED H,T.S. ON BOTTOM BRACKET ATTACHEDV/ G') 1/4' . 3/4' D HEX HEAD SCREWS AT EACH END STELE N g BOTTOM BRACKET II O 13 GA. THICK ATTACHED 06 V/( 3) 1/4' X 3/4' HEX HEAD SCREWS 2' T BALL STEEL ROLLER V/5' STEM ROLTYPICAL BOTTOM BRACKET N. T.S THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESMBED IN ASTM E330 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE: WIND SPEED MPH 155 141 134 T2B 122 EXPOSURE LEVEL B C C D i D MEAN ROOF HEIGHT 1 50' 15' 1 25' 1 15' 1 25' N A -A (SIDE VIEW INTERIOR R GARAGE YAK. VIDTX Bb' OE90H LOADS M2B LB,/,7 SEE NOTE 2 21.1 LBB/F( SPEDRCAT( NS AND H S ALL THE LOAD FROM THE DOOR IS 1RAHSRRPED TO TE VERIX 1 TRACK FROM THE TR THE LOAD n TRANSFERRED TO THE VERIK:(L JAMBS. THµ1AMIZONTAI JAMB OR HEADER PEL9AES NO Pdt1N)N OF THE LOAD SFERRED FROM TIE DOOR. L 0AD JAL9S EOE UMMUM DESKA LOADS CF. 121.1 LGF6D}SADWMEWLLBEDE9GVED. YANFACRD TSTANDARDSAS SET FURTH BY D- 4. 9D B .— BE 2S GA MN. (A1R') ROLLED FORMED D4HT OUIUCROAL OUAUTY 5. SUPPORTING S'TRU= RAL ELEMONIS SHALL BE OE9K— BY A 110=1RED PROPTS90NAL EMGRRLi FOR UND LOADS INgGTED ON THIS CRAVING W AOGIX.W TO OTHER LOADINGS I IRDAIID BOTTOM BRACT? RFU DON i W/10/05I DU 100 OA(S NIATANDWINOPTIONSMAXSIZE9'x14' 22.8 PSF 26. 9 PSF ST LOADS E 34. 2 PSF 40. 4 PSF ._ 165 CARRIAGE COURT VINSTON- SALEN, N 2nM MODEL #650 OAK SUMMIT w/DuraSafe MODEL #800 STRATFORD w/ DuraSafe MODEL #950 HERITAGE w/ DuraSafe Short, Long, Flush & Oak Summit Panel's S2E I DRAW BY DJ DAIE 05/il/b3 DRAKE RVE B me By All DALE D6h+ro3 IRC-6009-120-15 SNRT 1 Of 3 r' j(")^0?' 7-- r GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 Dearaf(ane WND0'N FRAME OPTIONAL 0—INSERTS 11Mn1 UV PROTECTION / VATH UV PROTECTION IN. 3/32• ]HICK S5 G ASS u.' Lcru wra xtw.x m..k MOLDED INSIDE FRAA:E- SECTION B-B a-li B' 1- 38-1i8' 7 2- f i g I I J 3. 2 SHORT PANEL GLAZING FASTENER DETAIL _ LONG PANEL GLAZING FASTENER DETAIL _ N.T.S. N.T.S. WOOD JAMB ATTACHMENT TO STRUCTURE P X 6 VrRTT I. fi 3' LAG SCREWS STARTING 6' FRnM ENDS THEN 24' D.C. 11 1/2' EMBE MENT) a "A'JAMBHILTIKWlKBOLT3/8' % 4' STARTING 6' FROM ENDS THEN 24- O.C. (2 1/2' EMBEDMENT) HILT! SLEEVEA,' ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. (1 1/4' EMBEDMENT) MSITW/RAET REDHEAD (TRU-BOLT) 3/8' X ' STARTING 6' FROM ENDS THEN 24' U.C. (2 1/2' EMBEDMENT) X 6 VE,-,TT.'-'AL SIiMPSO1 1'4' X 3' TITEN SCREWS STARTING 5' FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 24' O.C. <I 1/2- EMBEDMENT) HI171 1/4' X 2-3/4' KWIK-CON III SCREVS STARTING 6- FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 24' O.C. (1 1/4' EMBEDMENT) N'.LTi S1VEE,!=?N.HDR 3/8' X 2-3i 4' STARTiNG 5' FROY, ci+DS THEN (] i/»' EMBEDMC 7) (+:;h', USE FASTENERS FOR HOLLGW C-90 CLOCK) ALA(i AND F- S CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARc TTON OF WOOD JAMBS BY OTHERS VDDD CONCRE HOLLOW BLOCK1 GROUTED BLOCK zl iSTRULTUR- STRUC?URE STRUCTURE STRUCTURE S I Wf_ ` L'2• MtN 2-3/4• Pit, I-1!2' N[N 4' 2%6 JAMB TYR. 3' MIN A AWED OAASINWT AID QAIMG CPIDNS OMnW a 11'OA1ED NotE M m ou C LFOAIED ID1E PAi_ 1 / A 02/IT/ OD D UPDATED TOASM 2-10 FM 21710 II/DI/II DRC F i AID@ 2' STRUT TO BDTDMI SECIRM 02/08/13 AIA C, B B 9AXX S14EE ':ar1v ^`j 'c N`C(•h j - DESIGN LOAD / I 0 f crJ7p•. "e. o u 2. 2(G0. STRUT LOCATED AT THEW +26.822.8 PSFPSF i '1•i e Q v OF GLAZED SECTION ATTACHED /O) 1/4' X 3/4' HEX HEAD SCREWS AT -T I f;- a d END AND CENTER STILE F v S4 TEST LOADS t s +34.2 PSF _ + / m _ OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT w A ` r' .1"' ^ ` V 2 g -40.4 PSF dv 4:ti:'•.._„-^.:•, B a - 2. 20G STRUT LOCATED AT THE TOP A A e l e N OF GLAZED SECTIQA ATTACHED V/(2> 1/V X 3/4' HEX HEAD SCREWS AT 165 CARR]AGE COURT VINSTDIJ-SALEN. NL. 27105 END AND CENTER STILE t1i MODEL /650 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe OPTIONAL LONG PANEL GLAZED SECTION STRUT AND STILE LAYOUT MODEL #950 HERITAGE w/DuraSafe AVAILABLE TRACK CONFIGURATIONS Short, Long, Flush & Oak Suit Panel's N.T.S 52E DRAW BY CW DALE 05/14/03 WAIP70 mm B afaaD Br AAE oA E MS 4/03 IRC—M-120-15 W 2 T 3 TABLE 1 STRUT SPACING BASED ON RECOMMENDED SECTO"` DOOR L_-- CONFIGURATION) i TOP HEIGHT A `I B C D T E F G H T 66" 36 1/4" 54 1/4" j 76 1/2" 7' 41/2" 118'1Ile 391(4 60 1/4" I 821/2" 7I 412" 1l4'j691/4` 881/2"6, 8' i 41/2" a ' 4'o454 51 L/4"172 1/ `; 94112" 81,4"1391i4" 601/ 4'j7e 1/4'jj1001/2" 9' 4 1112"1_ 5 !4„j-'' 1/4" 51 114„ 64 1/4". 87 1/4" t106 1/2„ 9'6"-j' 41/ 1/22" 118 114" 361/4" 541/4" 7" 1/4 I1121,2" 10, 1- 1 41_ 18 4" 391/4" 60 114" 781/4"( 961/4" e1181/2" 10' 6" 4 ill" i 18 1/4" 4 39 1!4" 60 1!4^ 181 1/4" i 102 1/4" 1 124 1/2" 11 2" 181 4" 1366 1/4' 54 114"l72 1/4" 90 1/4" 108 1_i 1301/2" 41/2" 118114" 1391/ 4" 60 1/4" 781,14" 961/4" 1141/4" 136 V2" 6017.E l 1/ 1i -02 1%4„ 1201/4" 1421/2" 12' L/ " 3 VA"isa l T" LT2'6" 41,2" 18 /4"'361/44" 541/4" 721/fi" 901/4" 1081/4" 1261/4°' 13' 41/2" i 8 V4'i39114" 601/4"78 1/4" 961/4" 1141/4" 132 1/4" E48/2" 2"13' 6" 4 1/ 1/ "" 181/ 9 1/4" 60 1/4" 81 1/4" 102 1/4" 1261/4" 138 1,'4"'/2'4' I' 41/ "-i18"/ 4"391/4" 601/4" 811!4" 1021/4" 1231/4"11441i4"/2" TABLE 3 DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E I F G S 66" 10" 38" 58" 70" 7' 10" 38" 58" 76" T 6" 4" 28" 52" 76„ 82" 8' 10" 34" 58" 82" 88" 8' 6" 4" 28" 52" 76" 94" 9' 10" 34" 58" 82" 1001, 9' 6" 4" 28" 52" 76" 100" 106" 10' 10" 34" 58" 82" 106" 112" 10' 6" 4" 28" 52" 76" 100" 118" 11' 10" 34" 58" 82" 106" 124" 1T 6" 4" 28" 52" 76" 100" 124" 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' 6" 4" 28" 52" 76" 100" 124" 148" 154" 14' 10" 34" 58" 82" 106" 130" 154"' 160" ALL TRACK ATTACHMENT SPACING +/- 2' ALLOWED WITN SW OR SPF NO. 2 OR BETTER ONLY TABLE 4 TABLE 2 DOOR SECTION HEIGHTS HEIGHT IBtm 2 3 4 5 6 7 8 14'0" 21" 21" 21" 21" 21" 21" 21" 21" 13'6" 2111 21" 21" 21" 21" 18" 18" 21" 1 i' 00' j 21" 21" 21„ 18" 18" 1.8" 18" 21" 12 6" 21 18" 18" 18" 18' 18" 18'21" 12' 0" I 21 21" 21" 21" 21" 18" 21 11' 6" 1 2 21" 21" 18" 18" 13" 21' 1, 1„ 18" 18" 18" 18" i-B 21 10 0' 1 21" 21" 21" 21" 21" 2' 10 0" , 21" 21" 21" 18" 18" 21' 9V' 1 21 " 18" 18' 18" 18" 21" 9' 0" 18" 1 18" 18" 18" 18" 1 1 S 8' 6" 21" 21" 21" 18" 21" 1 21„ 1 18" 8' 21 ' 18" 18" 18" 7'6" 18" 18" 18" 18" T 0" 21" 21" 21" 21" 66" 21" 18" 18" 21" Section. Width ft) Panel Type Center Stile Location Measured from Left Edge) Max Design Loads Allowed PositKe PSF) Negilke PSF) 8` 0 Short, Oak Summit 48.000 25.5 30.1 8'-0 Long 48. 000 25.5 30.1 8'.2 Short, Oak Summit 49.000 25.0 29.5 8" 2 Long 49. 000 25.0 29.5 6:4 Short, Oak Summit 50.000 24.5 28.9 8' 4 Long 50. 000 24.5 28.9 8 6 Short, Oak Summit 51.000 24.0 28.3 6 6 Long 51. 000 24.0 28.3 98 Short, Oak Summit 52.000 23.6 27.8 918 Long 52.000 23.6 27.8 610 Short, Oak Summit 53.000 23.1 27.3 910 Long 53.000 23.1 27.3 9' 0 Short, Oak Summit 54.000 22.8 26.9 9'0 Long 54. 000 22.8 26.9 aaaaa5eas aaara, MAX SIZE C /, 9 z 14 e No 0840:' DESIGN LOADS 22.8 PSF 26. 9 PSF wLL a6 0 TEST LOADS E- 34. 2 PSF A a •.••_ Z r` •`.,\' - 240.4 PSF z d Ob`arysR Gt? o'7EQ1" ai,3e` FL 165 CARRIAGE CnT MTNSTON-SALEM. H.C. 221Z MODEL #650 OAK SUMMIT s/DuraSafe MODEL #600 STRATFORD a/ DuraSafe MODEL ,y950 HERITAGE a/ DuraSafe Short, Long, Flush & Oak Summit Panel's SIZE I DRAWN BY 6J DATE 05/14/03 I DRAMNG M EER B I coam BY ME DATE 05/14/93 1 SRC-6009-120-15 9EET 3 OF 3 8/18/2016 parcel detai I.scpafl.org/Footpri niPage.aspx?PI D= 11203051200001430&BLDGNO=1 &PAGEN O=1 Parcel: 11-20-30-512-0000-1430 Building No.: 1 Page No: 1 hftp://parceidetaii.scpafl.org/FootprintPage.aspx?P[D= 11203051200001430&BLDGN O=1 &PAGENO=1 1/1