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HomeMy WebLinkAbout117 Andrews Rd - BR17-003198 - DOORC " --A& CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 15?-, ? Job Address: Historic District: Yes No Parcel ID: -640 `SO3- - ow od Residential Pf Commercial Type of Work: New Addition Alteration IT Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: 4FLu<,ca (,,,, Title: EXpt7(z Phone: ?noS = 7-S 1 - SA 1-7 SC Fax: Email:' - ''S,AV_ „r (t'ltq 1 co m Property Owner Information Name Phone: Street: Resident of property? : GS City, State Zip:C QJPbQd , T__I. Contractor Information Name l t-'1- _ a Phone: 40-1 - 'n_ - gp - Street:9Do Fax: City, State Zip: OQ L 461Z= 7p ? = 8 State License No.: C(ne- 15D aii-A-j Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: t. Ji4Mortgage Lender: t-114 Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE 001 RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 alllaws regulating construction inthisjurisdiction. 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application T, t/ Y j ,._, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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. Signature of Owner/Agent Date Signature of Cont actor/Agent t, Print Owner/Agent's Name Print Contractor/Agent's Name Signature ofNotary -State of Florida Date Si a re f No -State of Florida DateM Y Notary Public State of FloridaJeMarleneMartinez V4 p My Commission FF 906579 Of n Expires 08/04/20 t 9 Ownet/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me orProducedIDTypeofIDProducedIDTypeofID 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 11-1-11 Revised: June 30, 2015 Permit Application SEMINOLE COUNTY MULT/ JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: S-12-1-1 I hereby name and appoint: t-AE.Lx-,:E=A uU._-sF an agent of: Ln A>. "1E Name of Company) to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option): Lf 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: 1 tJ17E 1.tT _ License Holder Name: State License Number Signature of License F STATE OF FLORIDA COUNTY OF SI,WtJ01_E The foregoing instrument was acknowledged before me this 12 day of MA'f 20 17 , by P E— TL—r2 CAe Fa e-0 who is P'personally known to me or who has produced and who did (did not) take an oath. U1Wr a, Signature of Notary Wri jocW_-," Notary Pubic -State of Florida commission #r GG 021708 Aug 15, 2020 86ndedt Wary Assn. as identification Ayxaal h)a.yidsoy PrIfit or type Notary name Notary Public - State of F L Commission No. GCS 02170g My Commission Expires: OSA5/2"020 STORE COPY INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - INT/EXT/PATIQ DOOR LOWE'S OF SANFORD,. FL, STORE # 1657 STORE PHONE: (407) 430-4060 3780 S ORLANDO DR SALESPERSON: iOSE LLERAS SANFORD, FL 32773-5614 SALESPERSON ID: 2100519 Document Print, Date : 10/24/2017 This is onlya Quote for the merchandise and services printed below.This becomes an agreement upon payment and issuance of a Lo.we's receipt, upon which the entire agree- ment, including the, specifically completed pages of this document, the Terms and Conditions included with this document, the applicableportion(s) of Lowe's receipt, and any other'addenda'br attachments hereto, shall be referred to herein as this "Contract.' P— LEASE flEAD THIS:ENTIRE DOCUMENT. INCLUDING THE JEBM.S ANQ.00NQITIQNS.- BEFORESIG!JING, Lowe' s Registration or Contractor: License Number I Lo1we's Contractor Narne Florida Contractor License Number CGC1508417 Customer Name Home Phone CHASITITY HARMON 467-330-0970 0 Customer Address Other 'Phone 117 ANDREWS RD L City State Province Zip / Postal Code D SANFORD: FIL 32773 Installation: Address T 117 ANDREWS RD O installation City Installation State/Province Installatioh'Zip/Postal Code SANFORD FIL 32773 MERCHANDISE AN I D INSTAI LATION SUMMARY` MERCHANDISE SUMMARY 940: 940: STK:- 1 -4-8 #2 TC WHITEWOOD. BOARD: 11-4- 1 842 TC WHITEWOOD. BOARD! SIERRA PACIFIC INDUSTRIES - OTY 2 3773, L 249 8PINESTK: I.-5/8-IN X 8-FT PINE S4S L249 1-51871N X1,81-FT PINE S4S L240: EMPIRE .QOMPANYANC. (THE) - OTY 3 7 L-11VII I E-_.LJ %a I 'T e2827-8: STK: 3/4-5r1/278 RF EMBOSD PVC TRM BRD: 3/4-5-1/2-8 RIF EMBOSQ PVC TRM BRD: ROYAL MOULDINGS LIMITED CITY I NA:SOS :SOS ATRIUM PATIO DOORS TC 332,2 LITE PATIO (703/4 -IN W X 79,1/2-IN, H) **'1 59& 6 OFF SOWINDOWSAND DOORS FROM 10/18/17TO,11/01/17**':ATRIUM WINDOWS - t T-,YI, Materials.Price$ Store1657 Project No. 521865152 for CHASITITY HARMON 'Page 1 of.7 STORE COPY INSTALLATION DESCRIPTION Stock or SOS: SOS Door Type.: Patio Select Location; Back Door" Select New Door: Sliding Side Lights or Transoms : No Hidden Damage Description: None Number of additional holes Pored for accessories: Node tnstall Specialized Mortise Hardware : No Total Linear Peet of Custom Trim to be Installed: 0 Deliver.Door : Yes Customer Understands Scope of the Project.: Yes Permit Required : Yes Who Will .Obtain, Permit: Third Party Permit Fee: Yes Additional Miles Traveled over20 : 0 Bring Up To CodeDescription : None Local Disposal Fee :Yes Describe OtherlNork Needed ; None. Comments : Nd Comment Leal safe Practices: No Labor Charges $ 6 Detail Deduction Additional Specifications: Notation: Lowe' s will not snake structural modifications, paint or stain or remove/reinstall security, system equipment. Customer "is responsible to advise if prop- erty isgovernedbyHistoricdistrict :Re gulations. AdditionalSpecifications: Federal law tequires Lowe's to provide you with the, pamphlet Renovate Right: Important Lead Hazard Information for Familes, Child Care €rbvidersandSchools. By signing this Contract, Customer acknowledges having received a copy of this,pamphlet before work began informing Customer of thepotentialriskof,the lead hazard_ exposure from renovation activity to be -performed in Customer's dwelling unit:. PHOTO RELEASE: Customer - grants to Lowe's and Lowe's emDlovees and indenenrlent crintractnrc. the ri 'ht. to takes nhntnmmnhc ni 0-in au 4.",y sUVV. Vq Vtaltti.QVI tf ,Y!%Am city, illustration, trainingandWebcontent. By initialing here, Customer agrees to the foregoing..—...fld. ._._.... footage of tn+? Hrolect Area; and the'labor which ;may be estimated based,on the amount of Goods,required to fulfill this Contract below, Customer acknowledges receipt of this notice and agrees and understands that the Price include once the InstallationServicesareperformed,. NOTICE OFARBITRATI.ON AGREEMENT This Contract provides that all claims by Customer: or Lowe's will be resolved by BINDING ARBITRATION. Customer Stare 1657 Project No. 521865152 for CHASITITY HARMON e .Contract, Pfice may include more ee.that the lump -sum Price stated in. thich may exceed the actual square Page 2of7 STORE COPY TO COURT to enforce this,:Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT), Lowe`s andCustomer's rights will be determined byaNEUTRALARBITRATORandNOTajudgeorjury. Lowe`s and Customer are entitled to a FAIR HEARING. But the arbitration `procedures are SIMPLER ANDMORELIMITEDTHANRULESAPPLICABLEINCOURT, Arbitrator di cisions.are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES where,appitcable. TAX S` 0.0 DELIVERY $ 0.0 ORDER TOTAL S 1539 3 BALANCE.DUE Work is to commence upon roason6ble availab.ity of Contractor, which is°anticipated to be Wi -'h t , .-[fill in date). sfimated.aornptetion>date is tti [fill in date). NOTICE TO CUSTOMER' All items. fisted in this contract and-sl on this contract forth. This.;assumes necessitated by defective substructu er. DO NOT SIGN THIS CONTRACT BELOW., YOU ARE.ACKNOWLED:G THIS, CONTRACT. YOU ARE ENTIT NOTICE TO OINNFR-_Ar.r`nl 0 LOOK TO YOUFAIL MEANS IF ALS, OR. C PROTECT ecification sheet(s):;are to be installed under conditions agreed upon=at time of purchase and at the price appearing. ound existing substructures, superstructure and.points of attachments, Extra labor or material incident to installation s, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra• cost to custom UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. By SIGNINGVGTHATYOUHAVEREAD, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON ED TO A COPY OF THIS CONTRACT.AT THE TIME OF SIGNATURE: i TO FLORIDA"S CONSTRUCTION LIEN ;LAW (SECTIONS 713001`- 713.37,, ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES. AND NFORCE'THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS TEN; IF YOUR CONTRACTOR M A SUBCONTRACTOR FAILS TO PAY DRS; OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED -MO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOU TEN IS FILED YOUR PROPERTY COULD:BE SOLD AGAINST YOUR WILL TO PAY FO IER 'SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE F URSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYME R S REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY M 15 ON - MAY L. IF rHIS ERI- TO DUR. OM - Store 1657 Project No. 521865152 for CHASITITY HARMON Page 3 of 7 STORE COPY PANY THAT FiAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORID—A-7-9-M AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. I/ - WITNESSPURHAND(S) AND SEALr) (S) BELOW THIS ^7—DAY Off_ Lowe , s Ho e Centers-,ti-C Seal) 0, T 3 7 / State / Province ZIP i postal toe at any time prior thfis: right. Co-CiVvner or Witness Print Name Store 1657 Project No- 521865152 for CHASITITY HARM ON Page 4 of 7 2ekW aw g\/Lu ERR Qoo\\2\ EfEee¥CD t,.eF-WMWW U. I=<F-CLIo0 Z wow2wz owo«ooLLgolzyw$oF- LU Iu2kk3Agee-<-- E\_/¢3wb5LU-J zeg>-jco00E-<z0 I\o=465ea::Db\e»o zx 2woƒzLUCct; wz\bd RR R i0 0 REVISED 5/1/17 SEMINOLE COUNTY ftUWAS '%,An -U Q-KAI IOMITWT,• • • • M10110011 Building Division Product awroval information can be obtained at the following sources: http://www.floridabuildin-g.orq htto://www.miamidade.gov/buildinq/pc-search am) asp OR directly from the manufacturer. The following information must be available on the jobsite for inspections: 1. This entire product approval form, stamped as 'Reviewed' by Seminole County. 2 A copy of the manufacturer's installation details and requirements for each product3. All replacement windows and doors are required to meet S"' Edition FBC (Energy) Table 402.1.1. 4. A layout of dwelling or structure indicating type and size of window(s) and / or door(s) to be replaced with locationanduseofroom(s). TYPE SWINGING a SLIDING a r :-rrun DOES WINDOW REPLACEMENT INVOLVE LATH REPAIR: YES = NO 0 SINGLE HUNG DOUBLE HUNG HORIZONTAL SLIDING CASEMENT FIXED SKYLIGHT MULLION ALUMINUM VINYL SHINGLES METAL TILE SINGLE PLY DOES SIDING REPLACEMENT INVOLVE WATER BARRIERIBUILDING WRAP REPLACEMENT: YES = NO [ DWELLINGS ORIGINALLY DESIGNED AND BUILT WITH EMERGENCY RESCUE OPENING FOR BEDROOMS MUST MAINTAIN THE SAME LEVEL OF SAFETY 1101 EAST FIRST STREET SAWORD FL 32771-1468 PHONE (407) 665.7050 FAX (407) 665.7486 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE 0F±1/2 INCHOF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 INCH. SHIM WHERE SPACE OF1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 7. THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. 8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINI MUM SPECIFIC GRAVITY OF0,55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90. L"1-1a0L3M:4 3321388 SLIDING GLASS DOOR NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) & THE CURRENT IBC/IRC, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: VINYL/PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEESHEET 5 FOR GLAZING DETAIL. 8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 9. APPROVED CONFIGURATION: 2 TRACK: OX, XO TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 C INSTALLATION & GENERAL NOTES 2 C ELEVATIONS & ANCHOR LAYOUTS 3 C ELEVATIONS & ANCHOR LAYOUTS 4 C ELEVATIONS& ANCHOR LAYOUTS 5 C VERTICAL 5EC77ONS & GLAZSNG DETAIL b C HORIZONTAL SECTIONS DESIGN PRESSURE RATING SIZE DESIGN PRESSURE M15STLE IMPACTRATIN 72" X 95.5" " 40.0 / -40.0 PSF NON -IMPACT 70.75" X 95.50" 50.0 / -50.0 PSF 72" X 81.50" " 50.0 / -50.0 P5F 94.75" X 79.50" 50.0 / -50.0 PSF UNI I UJtJ ALUMINUM Kt1Nt UkGtMt NTS Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Data: 2016.10.20 11'.03:59-04'00' 300 WELCOME CENTER BLVD. WELCOME. W 27374 PH:(214)637-2696 FX',(214)424-6734 oiC) 000 a m am o^ N V)rZ M J J Q Q Q rh LL NZ ZZWZ Zm(ylV H FQ4 H QwhI pz wmC.Q v) mi JN QH p NawewZ fHF m Lu p rn c x d H p NQo O p N pO UO Zw O Z ZZQ H Z i c= 0 U H d a 'o o O p Q p ON 2 tiF- m Do1L bPO4 2C7j1111i111.tY o; 4 T t0 Lim N 3_1 =S c¢ztriV) O p U DWG #: ATR025 SHEET: 1 OF G 72.00" MAX. DOOR WIDTH 31.50" MAX. 36.00" MAX. GD.L.O. PANEL WIDTH 8.00" MAX. 2,00" MAX. FROM i 8 O.L. T'YP. CORNERS, TYP. 5 x ) ., .,I n 0 e 3 2.00" MAX. FROM CORNERS, TYP. 300 WELCOME CENTER RLVO. WELCOME, W 27374 PH: (214) 637-2696 FX:(214)424-6734 8.00" MAX. O.C. TYR Qm0 N A gn 95.50' 92. m o 7 o a In J o MAX. MAX. oro J r ac DOOR PA b w >lb Z u' mIFLm " HEIGHT HEI w w z H N t w m mINSTALLATIONInnQO° ANCHOR, TYP w O w Z m tii C Co o a ui wOfd4 Raw 4 o 0 T mc In Lo J5ELEVATION ANCHOR LAYOUT to EXTERIOR VIEW - FIN INSTALLATION FIN INSTALLATION Z w W 0 Z z QH vI Z 0 M w a Z 18. 00" MAX. 6.00" MAX. FROM H w 10p 0O. C. TYR CORNERS, TYP. Ha4 Ov 0 LU n O w V 6. 00" MAX. FROM x ui H IWi CORNERS, TYP. aVp co v fol18. 00" MAX.9 0. „„ O.C. TYP.-6.vp 41HEINSTALLATIONANCHOR, TYPfooll I6mNZLLow) 3~'-. OoDWGELEVATION ANCHORLAYOUTATR02EXTERIORSHEET:QF VIEW - FINLESS INSTALLATION FINLESS INSTALLATION 50" 88.00" AX. MAX. E H F 5. 50" MAX. 72. 00" MAX. DOOR WIDTH 31. 50" MAX. 36.00" MAX. D. L.O. PANEL WIDTH C 5 92. 50" 88.00" MAX. MAX. D H F 94.75" MAX. DOOR WIDTH 44.00" MAX. 45.000" MAX. D.L.O. PANEL WIDTH B 5 79.50" 78.00" 72.00" 6MAX. MAX. MAX. DOOR PANEL D.L.O. HEIGHT HEIGHT HEIGHT 6 B ow 5 ELEVATION EXTERIOR VIEW - FIN INSTALLATION 94.75" MAX. DOOR WIDTH 44.00" MAX. 45.000" MAX. D.L.O. PANEL WIDTH4FC 5 79.50" 78.00" 72.00" 6MAX. MAX. MAX. DOOR PANEL D.L.O. HEIGHT HEIGHT HEIGHT 0" F X 6 5 ELEVATION EXTERIOR VIEW - FINLESS INSTALLATION v M 1-1. MAX. FROM CORNERS ,TYP. 2.00" MAX. FROM CORNERS, TYP. 8,00" MAX. O.C. TYR INSTALLATION ANCHOR, TYP ANCHOR LAYOUT FIN INSTALLATION 18.00" MAX. O.C. TYR 6.00" MAX. FROM CORNERS, TYP. 6.00" MAX. FROM CORNERS, TYP. 18.00" MAX. O.C. TYP. INSTALLATION ANCHOR, TYP E-01 IN 300 WELCOME CENTER RLVD. WELCOME. W 27374 PH: (214) 637-2696 FX:(214)424-6734 O o m r m m nZn1Z' Wl>= N m w 2 LL 7 Zt, OTp' v w] w Z 11J LU m wex sa p v N TNei Zw 0 l QZZ H o M v avwHo00 w h O2 W V oN m at 1L m Uw A m R R 0" m1::* 3ti w kZ4NOOU DWG#: A TR02 5ANCHORLAYOUT FINLESS INSTALLATION SHEET: 3 OF 6 81.50" 7E MAX. M DOOR PA HEIGHT HE: E I HE 50" 73.50" 4X. MAX. E qEL D.L.O. 6 GHT HEIGHT ELEVATION EXTERIOR VIEW - FIN INSTALLATION 72.00" MAX. DOOR WIDTH 31.25" MAX. 36.00" MAX. D.L.O. PANEL WIDTH C 5 50" 78.50" 73.50" AX. MAX. MAX. D H 70R PANEL D.L.O. 6 6 GHT HEIGHT HEIGHT t— Al Al 45 ELEVATION EXTERIOR VIEW - FINLESS INSTALLATION v 8. 00" MAX. 2.00" MAX. FROM O. C. TYP. CORNERS, TYP. IV. I.V I ANCHOR LAYOUT FIN INSTALLATION 18. MAX. _ O. C.C. TYP. ANCHOR LAYOUT FINLESS INSTALLATION 2. 00" MAX. FROM CORNERS, TYP. 8. 00" MAX. O. C. TYP. INSTALLATION ANCHOR, TYP 6. 00" MAX. FROM CORNERS, TYP. 1 6.00" MAX. FROM CORNERS, TYP. 5. 00" MAX. O. C. TYP. INSTALLATION ANCHOR, TYP AI m ll 300 WELCOME CENTER RLVb. WELCOME, NC 2737 PH: ( 214)637-2696 FX: (214) 424-6734 0 o vq Wp Mnp ZoNnJ 8i nmMnmJC QMI iv' GLL wNwzoQhJLZ- 1NHaZDw m maNHm d1n w w Z m ur dm Q Q oawc a aQ v o o 0 YK 1 T m w v) mLL 3y =i LLuz O 110 V V) VG #: ATR025 IEET: 4 OF 6 1 1/2" MIN. 2 1/2" MIN. EDGE EMBEDMENT DISTANCE 2X WOOD FRAME7 #8 WOOD SCREW 3/16" ITW TAPCONC1 T r{ BY OTHERS INSTALLATION ANCHOR 1X WOOD BUCK INSTALLATION ANCHOR jl ar6:: _ea-nndt=. SHEATHING BY OTHERS (OPTIONAL) BY OTHERS EXTERIOR FINISH EXTERIOR FINISH ' o . 300WELCOME ceNhaewo. BY OTHERS BY OTHERS we cone. X zn7+ 3/4" MIN. EDGE 11/4" MIN. PH (214)637-2696 FX: (214) 424-6734 DISTANCE PERIMETER CAULK 4EMBEDMENT PERIMETER CAULK _ BY OTHERSBYOTHERS 1/4" MAX. SHIM N hI/4" MAX. SHIM m< w 0 vLu O.A. DOOR EXTERIOR EXTERIOR i a N z `° vF+Z< Z< QHEIGHT — \ INTERIOR O.A. DOOR INTERIOR B a w d m a Z m 1 HEIGHT / , > 1 o o wm, 2 yam << SEE GLAZING SEE GLAZING H w6Y m a DETAIL DETAIL ,. H xi- d F N pO Nr 6 O VERTICAL SECTION V CayVERTICALSECTION V) V) 1 5 2X WOOD FRAME - HEAD S CONCRETE/MASONRY - HEAD FIN INSTALLATION FINLESS INSTALLATION WITH WOOD BUCK OR DIRECTLY TO CONCRETE/MASONRY Z kbZ < Q 0.75" O.A. INSULATED GLASS O Z = u a SEE GLAZING H , o O0 p DETAIL 0.50" GLASS i CL Ov Q Q EXTERIOR / Ao/ BITE INTERIOR W w o w N EXTERIOR / a O N M u- INTERIOR m 1c p O.A. DOORLL w u HEIGHT o / / Z PERIMETER CAULK ` BY OTHERS v 11/4" MIN. GLAZING DETAIL EMBEDMENT = ~ NOTES: 3/16" ITW TAPCON 1. GLASS THICKNESS AND TYPE SHALL COMPLY WITH INSTALLATION ANCHOR ASTM E 1300 REQUIREMENT GLASS CHARTS. 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY 2 1/2" MIN. CONCRETE/MASONRY WITH SAFETY GLAZING REQUIREMENTS OUTLINED EDGE DISTANCE L BY OTHERS IN CURRENT FBC. q VERTICAL SECTION I- 6 m Q a0 Z- n Q N Z -, Z S CONCRETE/MASONRY - SILL O O v FINLESS INSTALLATION DWG #: ATR025 SHEET: 5 OF 6 2X WOOD FRAME 3/4" MIN. EDGE BY OTHERS DISTANCE B WOOD SCREW 1/4" MAX. SHIM INSTALLATION ANCHOR INTERIOR SEE GLAZING IMBED MIN. oo / DETAIL EMBEDMENT _ EXTERIOR INTERIOR EXTERIOR BY OTHERS / EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS L O.A. DOOR WIDTH HORIZONTAL SECTION "ORIZONTAL SECTION 6j 2X WOOD FRAME -JAMB ` J INTERLOCK FIN INSTALLATION STEEL REBAR 2X WOOD FRAME 1 I/2" MIN. BY OTHERS EMBEDMENT 10 WOOD SCREW 1/4" MAX. SHIM INSTALLATIONANCHOR INTERIOR 3/4" MIN. SEE GLAZING EDGE DISTANCE DETAIL EXTERIOR SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK L O.A. DOOR WIDTH BY OTHERS HORIZONTAL SECTION 6 2X WOOD FRAME -JAMB FINLESS INSTALLATION INTERIOR 1 1/4" MIN, EMBEDMENT 1/4" MAX. SHIM i -'' ti CAULK BETWEEN 1X WOOD BUCKd u, CONCRETE/MASONRY BY OTHERS C/1 x, 3/16" ITW TAPCON INSTALLATION ANCHOR INTERIOR 3OD WELCOME CENTER BLVD. WELCOME, W27374 PR (214)637-2696 FX(214)424-6734 s tom C) Z m a aC g& w me Z 1/2" MIN. n Q a Q u EDGE m m iLL DISTANCEe ac Z p Q 4 Wo NhC 40 Z ]mmmQ (n mJHQwNPV = W W EXTERIOR i) Cm m <. pM1XWOODBUCKd a. BY OTHERS (OPTIONAL) a i EXTERIOR FINISH O BY OTHERS W PERIMETER CAULK o N oo+ O.A. DOOR WIDTH BY OTHERS o 0 m JHORIZONTALSECTION2 CONCRETE/MASONRY - JAMB6 ZFINLESSINSTALLATIONWITHWOODBUCK ZORDIRECTLYTOCONCRETE/MASONRY O Z Q 0 o v W z O v W UN W QV oN V I- WLl U 17 1• 1jz , 1ii D 04 EXTERIOR i`Z T00 coao2= vz a v DWG#: 1i"ORIZONTAL SECTION ATR025 INTERLOCKALUMINUM REBAR SHEET: 6 OF 6 REQUIRED INSPECTION SEQUENCE p# k n - % % g $ Address: % k'l Ao-*(zS••75 gtk,- -- UILDING ]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 Iwo Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRICAL RERM:IT T Min max IIIns ectionn Descri tionn Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final rw..+• 7KJt; u• u» 51t {` Min Max Iims ectionn Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final AL;RgAT. Inspection Description Mechanical Rough v,4 v r ('$Y.. ` !7`{'a 1Gi....t....iu in I 3(%i I11OW"A IIY n. P.; ' f r'i: a aY £. ..y:'t;x n f „Fi:,.a' f rsu;:. X r' 2 r tfi 37 v r;.',.'l, t•v 'S .•w1.f.'.J. LIB' 3:`L.sYlrL'L':'.:.iilnll/LJi:.L'J1LC_w •_ Inspection Description Gas Underground REVISED: June 2014