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HomeMy WebLinkAbout200 Krider RdOAR 01 2016 CITY OF SANFORD BUILDING & FIRE'PREVENTON PERMIT APPLICATIONi Application No: n Documented Construction Value. S_590 U . Ltg Job Address: d-Ck) "Ae ( Q-6 Historic District: Yes [] No Parcel 1D:01 )-0.9-A • `9 •00 F:N A - bj P;j ResidentiaC Commercial 0 Type of Work: New Addition 0 -Alteration ® Repair Demo Change of Use Move Description of Work: REPLACE W 1 17 1 l S 1 Z-P Plan Review Contact Person:MEGAN CONSTABLE AGENTTitle: Phone:352-300-3360 Fax: 352-861-7587 Email: PERMITSPLUSLLC@GMAIL.COM n Property Owner Information Namc1UC,Q $, pD n 1 nlPrv n r Street: Phone: Dt1 ILxi dP. (Z r Resident of property? YES City, State Zip: Name LOWES - PETER A CAFARO Street: PO BOX 781933 City, State Zip: ORLANDO, FL 32878 Name: NIA Street: City, St, Zip: Bonding Company: N/A Address: Contractor'Information Phone: 352-300-3360 Fax' 861-7587 State License No.: CGC1508417 Architect/Engirieer Information Phone: Fax: E-mail: Mortgagd Lender; Address. - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM11kNCEMENT MAY REStILT IN YOURPAYINGTWICEFORIMPROVEMEN"IS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDAND'POSTED ON THE JOB SITE BEFORE THE FIRST 1NSPECI•ION. 1F YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR I,ENDER Olt AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Applicilion is hereby made to obtain a permit to do the worts and installations as indicated. I cenify that no work or installation has` commenced prior to the issuance of permit and that all work will be performed to meet standards ofall laws regulating constructioninthisjurisdiction. I understand that a separate permit must be •secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, hentem tanks, and air conditioners, etc. Fl1C 105.3 Shall he inscribed with the date of application and the code In effect ns of that duty. 511, Edition (2014) Florida Building Code Revised: June 7o, 2015 Pcrmli Applicoman 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 water management districts, state agencies, or federal agencies. Acceptance of permit is verifcation 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 wlll 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. sW0—or0%-dA1eru Date Print O ner/Apau's Nerve Siptature of Notary,Swe of Flwda oate Owner/Agent is Personally Known to Me or Produced ID Type of ID SiptstureofC or1AVM Date MEGAN CONSTABLE Pr /Aaatt'r 'ca m%e 2-- H - It, SiputrmorNotm- twor larch Oars ANNE S. ROMANO MY COMMISSION # FF 166r60 EXPIRES: October 21, 2018 Bonded Thru Budget Notary Services Contractor/Agen ' 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: # of Stories: New Construction: Electric -Ili of Amps Plumbing - * of Fixtures Fire Sprinkler Permit: Yes No N of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING 2 (OTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: -1 rteWOM lure 10. I01 S Pamit Appboru. IMPROVING HOME IMPROVEMENT P. O. Box 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attornev Date: To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and P Ya` 1C0( C\\ for a permit for work to be performed at: Lot: Blk: Sec: Twp: V'b Rge: Subdivision: , ;1(a ad i ^fio1 .,,I a=cel or Altkey: A `5D I00 P1 ( (7 Address of Job: ao o KEY l r g(A Owner of Property: and to sign and do all things necessary to this appointment. Thank you for your Sincerely, P Cer Anthony Cafaro III mary State Qualifier CGC 1508417 State of Florida County of Orange The foregoing instrument was acknowledged before me by Peter Anthony Cafaro III, who is personally known to me and who did not take an oath. Sworn to and subscrib a me this Pq day of deb 2016. Notary My Commission Expires: 10/21/2016 [SEAL] CHRISTY M GALASyF398-0153 COMMISSION #FF04969; PIRES September 29. 201; FloridalloteryService com RECEIVED 02/24/2016 12:11PM 2016-02-24 12:12 isoprt75 4074304069 >> P 2/8 e4TA"TION SrFMr'aoaEss - crr -- - FWATE 3aprt3 GvIrr( 7 aS'AttAIIC A o-PA- C+ to r t rA IL4 st DkL o'3 y. NOTICE TO CU MER — PRICE • In order to property pwronn the k4lallation. of cefaln Goods. the Contract may hW ode moreGoodsthanactuallywigbeInstatiedbasedonthemeasuredsquaretoolaptoffhaProledAna. As a result the parties agree that the I m PricestatedInthisC.ontrad Is celdreted upon both the value of estimated Goods required to fulfill the Contract OncUi g waste), which may exceed the actualsquarefootageoftheProjectArea, and the labor which may be estimated based on the ertaunt of Goods requhed b fula the Carntrad (Including wage). BY signing thin Contract below, Customer arxnowledges rxalpt of this notice and agrees and understands that the Price includes these costs which maynotberefundedoncetheIrMalleflonServicesareperformed. NOTICE TO CUSTOMER. FsdwW law requires Lowe's to provide you with the Pamphlet Rseovsb Rlpht By signing thle Contract, Customer admowledges having received a copy of this pamphlet before work began her fai ing Customer Contract Total of the potemm11 risk of the Lead hazard exposure from ronovaflon activity to be In Customers dwelling unit 801icable taxes inClu ed must IT rotted Wood dhoovered du rep on dlttoral eharyes wiB You vein bs 9 a quote an a the r al. by tills cutdpmsr for arty addidonal eharpsa Cu foroakonet4notYtridWIniHsoontraciduersddtbrrwNbeManaN NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDASTATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERUU.S AND SERVICES AND ARE NOT PAID INFULLHAVEARIGHTTOENFORCETHEIRCLAIMFORPAYMENTAGAINSTYOURPROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN..IF YOUR CONTRACTOR OR 'A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS OR MATERUU. SUPPLIERS, THOSE PEOPLE 1NH0 ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERUU.S, OR OTHER SERVICES THAT YOURCONTRACTORORASUBCONTRACTORMAYHAVEFAILEDTOPAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH AWRITTENREYOUA "NOTICE TO OWNER." FLORIDA' S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT f3 RECOMMENDED THATYOU CONSULTAN ATTORNEY. PHOTO RELEASE;- Cus101Yer grams to Lawe's and Lowe's employees and Independent contractors the right to take photographs of the Premises when indwistlon SaMon will be preformed and al work pefom W at the Pnmbw nleted to this Contract, and irrevocably Wants tD Lows's all right tide and interest In and to Its photographs for use In all nw lets and media, worldwide, In perpetuity. Custameraulartres Lowe's b copyright use and publish the photographsInprintand/or ekctro **, and agrees that Lowe's may use such phwMgralots for arty lawful s , In but not limited to, marketing, advertsmg, pub". austration, trakting and Web contend. By Initialing here, Cusomer fongopY [gammsr agreestotheto Initial to the leaf).' is to eo rear a upon reasonable avalfablItty jet Contractor and/or any special orde or Omer made Good(s) which Is andcIpsted to ka Ow In dab} Fjtbnsted completiondab Is [fit In dens]. Said orrkited eubstardial completion date h not of the estenot. A statement of any ngendes that would materially change said estimated substantial completiondateIsasfollows: if apPlcebfe, Insert a statement of such oonti gandes). This Conbact provides that all claims by Custorw or Law'a wgl be resolved by BINDING ARBITRATION. Customer and Lowe's, GIVE UP THE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAMS COURT). Low*`* and Cuatemers rights win be determined by a NEUTRAL ARBITRATOR and NOT a Judge or jury. Lowe's and Customer we ani tled to a FAIR HEARING. But the adarn&n procedures an SIMPLER AND MORE L.MITED.THAN RULES APPLICABLE IN COURT. Arbitrator decisions we as enforceable as any court order and are su*d to VERY UMITEQ REVIEW BY A COURT. FOR MORE DETAILS: Ravtaw the sedbn titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION%ADJUDICATION found In the Tema and Corkwoni of thls Contract.' r DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON ALL PAGES OF THIS CONTRACT. BY SIGNING BELOW. YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND, AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON ALL PAGES OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE / 1 WETNESSOURHAND(S) AND SEAL(S) BELOW THIS_ DAY OFO- Lowe' s Home Centers, LLC Owner. Lowe' s _ Co-owner or Witness -. Customer scimnowledges noelpt of a trot Copy of thle contract which was completely filed in prior to Customers execution hersof. You, On buyer, me Cancel this trasactlon at any nee prior to midnight of the, third business day after the data of this transaction. Sea the attached had" of ca owistion RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 1 6 - 6 6 3 Permit # Project Location Address 0\)\LDI/V6 SANFORD 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.floridabuildin-.or4. 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 Description Florida Approval # include decimal 1. Exterior Doors Swinging REvi Slidin Sectional Roll Up DATE Automatic Other 2. Windows Single Hun Horizontal Slider Casement 1 ;ri i Double Hun Fixed Awning SA FORD BUILDING Pass Through Projected LICENSE ro PROCEED WITH THE WORK AND NOT A Mullions ITWindBreakerCODES, N R SHALL ISSUANCE OF A PERMIT PREVE Dual Action Other CONS RUCTION OR VIOLATIONS OF THIS CODE June 2014 Category / Subcategory Manufacturer Product Florida Approval # 3: Panel Walls Description includin decimal 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 5: 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 Applicant's Name Please Print) June 2014 RECEIVED 02/24/2016 12:11PM 2016-02-24 12:13 isoprt75 4074304069 >> P 3/8 M Ko W—P Florida Building Code Online Page 1 of 1 Business Professional a 1 FlOnda Dep,aMelld BCIS Home I Log In 1 User Registration ; Hot Topics Submit Surcharge i Stats & Facts Publications FBC Staff ( BCIS Site Map Links ; Search Businesr/ Professi% Product Approval USER: Public User Regulation IaY algfaiiiYlili0lYl Product Approval Menu > Product or Aoohcabon Search > Application List Search Criteria Refine Search Code Version 2014 FL# 11828.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Sparrh Rpcultc - Annliratinna FL# Type Manufacturer Validated By Status FL11828- Revision Atrium Companies Inc. FL#: FL11828.2 American Architectural Manufacturers Approved R10 History Model: 130 Horizontal Slider, XO and XOX, Fin and Flange Association Description: LC-PG40-1880x1600 (74x63)-HS XO, LC- 214) 878-1642 PG50*-1880x1270 (74x50)-HS XO,LC-PG30-2743x1600 108x63)-HS XOX, LC-PG50*-2743x1270 (108x50)-HS Category: Windows Subcategory: Horizontal Slider c.. vI um rw •uv,m um wnnui amu n ne oaa, Y. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: in ® E9 Credit Card SAFE http://www.floridabuilding.oig/pr/pr_app_lst.aspx 2/24/2016 INSTALLATION NOTES. 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF il/2 INCH OF 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 BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS SHIM(5) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE LID WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6 THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRET MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITWTAPCONS OF SUFFICIENT LENGTH TO ACHIEVE II/4 INCH MINIMUM EMBEDMENT. 7 THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE RIO GR 5 SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE, B. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE R8 WOOD SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TOACHIEVE 1 21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE NB GR. 5 SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO AC IEVE A INIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12 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. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES - A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 20DO PSI, D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI MINIMUM 18 GA WALL THICKNESS F, ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16- (0.0625') ^ ATRIUM CORPORATION SERIES 130 HORIZONTAL SLIDER GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT IRC/I BC AND CURRENT FLORIDA BUILDING CODE (FBQ, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA 101/1.5.2/A44048 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 IS THE 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 IN NON-HVHZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6 WINDOW FRAME MATERIAL- PVC 7 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FBC. 8 GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES 2 A ELEVATIONS 3 A ANCHORLAYOUTS 4 A VERTICAL SECTIONS & GLAZING DETAIL 5 A HORIZONTAL SECTIONS MAX O.A. SIZE CCNJFrGURATION DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 74' 50' XO 50 PSF NON -IMPACT 74' 63' XO 40 PSF NON -IMPACT HOB' 50' XOX 50 PSF NON -IMPACT 108' 63' XOX 30 PSF I NOWIMPACT Digitally signed by Hermes F Norero, P. Reason: I am approving this document Date: 2015.07.01 05:30.43 -04'00' 90M AAW15 DOD iVW D U1 'TEXAS 75247 M (214) 637-26% FX (214) 424-6734 m - u Z m o yWag#fix nvi Io DJ ak dov1L OF zI lt < N QmnZ. m Mm< o f4Z<3 Z L 2 aL OD '0 & CLa Lli o W m 4 w CL M F .. do LL r 1` yd' ,• I V j L , gyp m `2 m Z J V1 O ~ _ = N Z oouW& #: ATR067 SHEET: 1 OF 5 Am m. 1 Rini V M 41i DV-3 S!V 000[S UNIT MAX_ M ""u"ss"DW 47W UNIT MAX. DALLAS,--47 WIDTH 74' WIDTH 108' PK(M)637-26% rx (214)42a734 SASH MAX. D.L.O MAX. SASH MAX D.L.O MAX. m WIDTH 36' WIDTH 33 j' WIDTH 35 ," WLOTH 32 D/f Z m A C a ~ n LLJ Z3333mo O i o x w u I a hZ w 2m< H Ea. a 'o PZc: UNIT MAX. 4 D. L.O. MAX. U O w o Z R p D.L.O. MAX. iti = < m- w c HEIGHT4 ' X' . 0.HEIGHT HEI HEIGHT 63 SASH MAX. G 57 7/' 6 57 t n HEIGHT 4 m v) B g 3 3 vI N TYPICAL ELEVATION TYPICAL ELEVATION Z z OX CONFIGURATION XOX CONFIGURATION O ZO u a UNIT MAX. UNIT MAX. 0 WIDTH 74' WIDTH 108' W w SASH MAX. D.L.O MAX. SASH MAX. D L.O MAX. u WIDTH36` WIDTH 33 i'4- WIDTH 35 Y. WIDTH 32 'Yu' A C A C ca 3 3 3 3 LL O Eo. 6 4 k 4UNIT MAX. 4 4 DLO. MAX UNIT MAX. 4 D.L.O. MAX. ,••••. GHTX. ` Cr HEIGHT HEIGHT X. O• •X• HEIGHT O. 45" 50 45 Y,y' SASHMAX. SASH MAX. li HEIGHT gam/ j HEIGHT 47 %! ) 0,11J 7 0 ••. J 8 ' 3 3 ie i' N • * PFiO`SZ TYPICAL ELEVATION TYPICAL ELEVATION co m z OX CONFIGURATION c 4 Z H V 2 N Z XOXCONFIGURATIONacuDWG #: A TR067 SHEET: 2 OF 5 F 4 NIT MAX. 6HT 4 3° SASH MAX. HEIGHT P X• • o• •X• 6 4