Loading...
HomeMy WebLinkAbout121 Rabun CtCITY OF SANFORD BUILDING & FIRE PREVENTION 14 PERMIT APPLICATION s;a Applicatio(I No ' tA Docttntented Construction Value: S _ Lis q-1, __ q Job Address: t c t (ZwOun iA- Historic District: Ves N© LJ Parcel ID: j • !1 • b b o C) - b L4 0 Itesiclenti}tl [Cnntnterci l Q Type of Work- Nfew Addition Alteration R Repair Derno atange of Use moveEl REPLACE i)cscription of Work: Plan Review Contact Persol: GAN CONS fAgLE Title:AGENT I'lione:352-300-3360 Fax: 352-861-7587 Email: PERMITSPLUSLLCa@GMAIL.COM Property Owner Information Na ine Pf A'1 S-6 n Gak\b PJ1QrGtoL phone: 32 a lv2- 5>1 l u Street: I DA Tabun (' Resident of property? . YES City, State Zip: Sanfii' (61 r-1 Contractor Information Name LOWES -PETER A CAFARO l ]torte: 352-300-3360 Street: PO BOX 781933 Fax: 861-7587 City, State Zip.- ORLANDO, FL 32878 CGC1.508417IStateLicensefit).: Architect/Engineer Information Name: NIA plione: Street: Fax: City, St, zip: E-mall: Bonding Company: WA ] Mortgage Lender: Address: Address: - WARNINGTO OWNER: YOUR ErULURF TO RECORD NOTICE OF COMM FNCEMENTMAY RE$UI,1' IN YOUR PAYING TWICE FOR Itit('ROS'E;MENTS TOYOUR R PROPERTY. A NOTICE OF CONIMEENCkMENT MUST BE RECORDED AND POSTED ON ,riw jon SITE BEFORE: THE 171ILST INSPECI'(ON. IF YOU IiVTE1 t} 'I`O OBTAIN FINANCING, CONSULT WIT11 YOUR LENDER. OR AN ATTORNEY .BEFORE RECORDING YOUR NOTICE Of- C0;%1h-tENC1"Mf N-I'. Application is hereby made to obtain a pertnit to do the +cork and instaliations.as indicated. I certify that no Nvork or installation has connnenced prior to the issuance of a permit and that all. Nvork will be performed to ineet standards ofall 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. HIC;105: 3 Shall he inscribed wit It the date of application and the code in effect its of that date 5" Ftlitihn (2014.) Florida Iioilding Code Rctiiacti. Junc 302015 fcri»;.AppticDliun 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. SWawm of 0%7=1Agertt bate Rini thv=lAgau's Name signature of Notary%swe or noruta bate 13h4 signature o ntrWarlwgeu mate iI e1_T[KONTI"0 " Name I L01 CHRISTY M GALAS 4F, `s MY COMMISSIONTFF049697 v o: EXPIRES September 29, 2017 1 (407) 398-0153 FloridallotaryService.com Owner/Agent is Personally Known to Me or Contractor/Agent is L-'Persona Ily Known to Me or Produced ID Type of ID 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: Now Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No N of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ) UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: SF COMMENTS: Revised: June 30. 201S Pamit Appttcation REQUIRED INSPECTION SEQUENCE RP# I L _ -7 9--.1 r, BUILDING PERMIT Min Max Ins ection Descri Lion 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) Address: 12\ iZh li-fl-Cx- ELECTRICAL P.E:RMIT Minn I Max I Inspection Descrilntion 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 MECHANICAL PERMIT Min Max Ins ecti®n Description Mechanical Rough Mechanical Final Min I Max I InsDection Descriantion Gas Under Gas Roue Gas Final REVISED: June 2014 rNi j Property Record Card Parcel: 07-20-31-507-0000-0340I Owner: GALLO ALISON C Property Address: 121 RABUN CT SANFORD, FL 32773 Parcel information Parcel 07-20-31-507-0000-0340 Owner GALLO ALISON C Property Address , 121 RABUN CT SANFORD, FL 32773 Mailing 121 RABUN CT SANFORD, FL 32773 Subdivision Name I SANORA SOUTH UNIT 1 Tax District ( S1-SANFORD DOR Use Code 01 _SINGLE FAMILY Exemptions ! 00-HOMESTEAD(2005) LOT Building Information Assessment Value Value Summary Tax Amount without SOH: $665.27 2-015 Tax Bill Amount $597.58 Tax Estimator Save Our Homes Savings: $67.69 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values 61,741 61,741 _. ......__ . 61,741 61,741 61,741 36,741 25,000 i 36,741 , 36,741 36,741 Taxable Value Date Book Page Amount Qualified VaGlmp 9/1/2004 05453 119 900 . Yes Improved 5/1/2004 05292 0347 81 000 No Improved 12/1/1995 03014 053$ 58 900 'Yes Improved 8/1/1990 02214 1714 54500 Yes Improved 8/1/1985 01667 0391 m 56 500 Yes Improved 3/1/1979 01216 0335 Yes Improved 01095 1665 ... 27 300 Yes Improved Depth Units Units Price Land Value 0.00 ! 0.00 1 $19,000.00 25,000 36,741 25,000 25,000 25,000 19,000 IMPROVING HOME IMPROVEMENT P. O. Box 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney Q Date: I — k >' \ Q 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 apply to: n r 1 for a W t r\A b vo permit for work to be performed at: Lot: Blk: Sec: l J Twp: Rge: Subdivision: 'Sam'( O. Parcel or Altkey: ()1 a O 3 \ S D -1 00 0D o3 y b Address of Job: 1 '(:\ '` (A`Ov r r Owner of Property: [ -AO_CaC):_ and to sign and do all things necessary to this appointment. Thank you for your assi e. Sincerely, thony Cafaro III ary State Qualifier 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. 1 Sworn to and subs before me this 1 J day of `_'— .. .2016. NotaryPub " _ tan Pia CHRISTY PA GALAS My Co mis Expires: 10/21/2016 ' [SEAL] MY COMMISSIONxFF049697 of o?;:• EXPIRES September 29, 2017 407 398-0153 FloridallotarySerwce.com 2016-09-12 14:31 isoprt75 4074304069 >> 67terF.rtffi RR17oners'020tSNryhi®errr0.—ar67 P 2/13 r 3tr`a u K SPia vR a,A:t LIP 3. iAir + . nt s ,. o0L cS•E pf sl L(i,6un,.LC- Ir Coaric, 9caL1wS L pie-v-- sz-S L L ATC . t:3Ka - NOTICE TO CUSTOMER —PRICE CALCULATIONS: In or to properly perform the b tiorh of certain Goods, the Corhtract Price may include more Goods than achtally will be installed based on the measured square footage of the Project Area. As a result, file padies agree that the lump -sum pricestatedInthisContrail (s cdCuisted upon both the value of estimated Goods reghirced to fu f ll the Contrail (including waste). wh ch may exceed the actualsquarefootageoftheProjectArea, and the labor wilt maybe estimated based on the amount of Goods required to fulfill the Conlrect' (including waste). BY signing this Contrail bebw, Custumte acknowledges receiptof this notice and agrees end understands that the Price includes these costs which maynilberefundedoncetheInstallationServicesareperfomned. NOTICE TO CUSTOMER FedLquires Love's to provide you with the pamphlet Renovefe Right Byis Centred Customer acknowledges having recdved a copy of tillbefore work began informing Cuaiomer Contract Total r y of the potential risk of the leaxposure from renovation activity to be performed in Custonmes dwe7E: applicable faxes in t d T.r q rotted wood is du ng fnstallstion additional charges vvi a You VAII be.g quote and a ehan r mast be comppleted and signed by the customer for arty additional charges Customer must in wax a ma[ eriat not speCltlea is not inducted to this contract any charges or add ti«is rvny ys choW for the malaria and labor. NOTICE TO OWNER: - ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001.713.37 FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY PROVIDE OR MATERIALS ANDSERVICES AND ARE.N6T PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO -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, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A'NOTICE TO OWNER.- FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THATYOU CONSULT AN ATTORNEY. PHOTO RELEASE: Customer graft to Love's and Lowe's employees and independent contractors the right to take photographs of the Premises where Installation Services will be performed and all work performed at the Prenilses related to this Contract, and Irrevocably grants to Lowe's all right, title and - interest in and to the photographs for use in all markets and medrd, worldwide, in perpetuity. Customer authorizes Love's to plx graphs in print andfor electronically, and agrees thatLowe's may use such Y+not hied tit ke the Photographs for arty lawlut purpose,i utg, but not fi marketing, urdvdtisirg, irtustration, puthtldly; training andWeb content BY initialing here. Customer agrees to the toragoing. o initial Customer to initlaltothelefl). ial Work le.to e0rhrpert upon_ gepsonable availability of Contractor mE w e grigrsto,rtBr made Good(s) is anticipated to be F1yJ.K,7 in date s{ Uw dam le fig . EsUynated co ( tit LX ) le d Said estimated completion data is not o A statement of any contingencies that would materially change said estimated substantial completion date is at follows: *4 fA applicable insert a statement of such contingencies). This Contract provides that all claims by Customer or Lowe's will be resolved by BIN13ING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for matters that may be taker to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by a NEUTRAL ARBITRATOR and NOT a, Judge or Jury: Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court -order and are subject tc VERY LIMITED. REVIEW BY A COURT- FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION found in the Tam and Cdndmon of this Cordrad 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. L WITNESS OUR HAND( S) AND SEAL(S) BELOW THIS R t tk DAY OF Sol$ Lowe's o e Centers, LLC ONm Love's Represen Co- owner or Witness er slnmar arxnnr 1a Mwa romlM N a !nm nnnu f /hie rtntNraM whrnh r.ae rrmn104e1y em&A In ndne to r:na4Nn00e aran.din.. n.—f Yn., the tan e. n., Product Approval ecification Form S 17 Permit ## 1 6- 2 5 4 0 o qNF° Ro Project Location Address abun 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 Description Florida Approval # include decimal) 1. Exterior Doors Swinging REVIEWED FOR CODE COMPLIANCE Sliding sr Sectional vows Roll Up it DATE Automatic Other 2. Windows Single Hun h S y . Horizontal Slider Casement Double Hun Fixed Awning A PERM T ISSUED SHALL BE CONSTRUED TO BE A Pass Through Projected ASIDE A Y OF THE PROVISIONS OF THE TECHNICAL Mullions Wind Breaker REOUIR NG A CORRECTION OF ERRORS IN PLANS, Dual Action Other June 2014 SEP 1 It 2015 BY._- — Category / Subcategory Manufacturer Product Description Florida Approval # including 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 Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up 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 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search b• x Product Approval USER: Public User 144 Product Appmvai Menu > Product cr Aoplication Search > Application List Search Criteria Refine Search Code Version 2014 FL# 11834.4 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 Search ReculYc - Annliratinnc FL# Type Manufacturer Validated By Status FL11834- Revision Atrium Companies Inc. FL#: FL11834.4 American Architectural Approved R7,1, History Model: 130 Single Hung, Fin and Flange, Single and Mulled Manufacturers Description: LC-PG50-1346x1956 (53x77)-H, LC- Association PG50*-1219x2756 (48x109)-H PW/SH,LC-PG50*-1842x2756 214) 878-1642 73x109)-H PW/Twin SH, LC-PG50*-2769x1956 (109x77)-H Triple SH, R-PG40-2451x2134 (97x84)-H Twin SH Category: Windows Subcategory: Single Hung VPruveu uy v ". rppruvais uy UDVK snap oe reviewea ano raunea oy me rum ana/or me t,ommission n necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 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 mail. 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 emails 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: I eC heck Credit Card Safe 2016-09-12 14.32 ' isop-165 4074304069 >> P 3/13 Q 5 47115V -5 In IT P jul-_ d C 0 l i . r{ . n..i.nnn . - 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.A TOLERANCE OF 11/2 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 1/4INCH.. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS_ SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. THROUGH. FRAME: FOR INSTALLATION INTO. WOOD FRAMING. USE U10 WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 1121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. B. THROUGH. FRAME: FOR INSTALLATION THROUGH 1X BUCK 10 CONCRETE/MASONRY,OR. DIRECTLY INTO CONCRETE/MASONRY,: USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT. 7. THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #10 GIL S SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TOACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. S. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE#8 WOOD SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2.INCH MINIMUM :EMBEDMENT INTO WOOD SUBSTRATE.. 9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD. OR APPROVED MULLION. USE N8 SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TDACHIEVE A MINIMUM OF 3THREADS 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. SU BSTRAT ES WITH. STRENGTHS LESS THAN 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 OF055 B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000.PSI. E GROUT -FILLED CMU-UNITSTRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU- UNITSTRENGTH CONFORMS TOASTMSC-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.. E. STEEL.- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM IS GA. WALL THICKNESS. F. ALUMINUM- MINIMUM ALLOY 6063-T5.MINIMUM WALL THICKNESS OF 1/ 16"(0.0625"). ue: j :4 ON'" SERIES 130 SINGLE HUNG WINDOW GENERAL NOTES: 1. THE. PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE. CURRENT IRC/IBCAND CURRENT FLORIDA BUILDING CODE (FBC),. EXCLUDING HVHZ.AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING': AAMA/ WDMA 101/I;S.2/A440-05/08 AAMA450- 10 Z. ADEQUACY OF THE EXISTING. STRUCTURAL. CONCRETE/MASONRY AND2X 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 FHE 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. 5. APPROVED IMPACT PROTECTIVE. SYSTEM IS REQUIREDON 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 CURRENTFBC. 8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 7 FOR GLAZING DETAIL. TABLE OF CONTENTS' SHEET REVISION SHEET DESCRIPTION 1 A GENERAL 4 INSTALLATION. NOTES 2 A ELEVATIONS 3 A ANCHOR LAYOUTS- THROUGH FRAME 4 A ANCHOR LAYOUTS - THROUGHFIN 5 A VERTICAL.5ECTIONS 6. A HORIZONTAL SECTIONS 7 A MULLION DETAILS S GLAZING DETAIL MAX O.A. SIZE CONFIGURATIONS. DESIGN PRESSURE MISSILE IMPACTRATING WIDTHHEIGHT53" 1.. O/X 50 PSF NON -IMPACT 48" 108 YP O / O/X 50 PSF NON -IMPACT 72 Y," 108 Y O / DOUBLE O/X 50 PSF NON -IMPACT 96Y"- 84" DOUBLE O/X l-50 PSF NON -IMPACT 1091,' 77"' TRIPLE O/X 50 PSF NON -IMPACT Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.08.24 10:02:49-04'00' eix" nWs p ar).r_2,. 9001 AMBASSADOR ROW 6ALLA5. TEXAS 75247 PH: ( 214) 637-2696 FX. (214)424-6n4 v1 3 U m w O V " Z Mz omJx C oc = U, Z 2:1 L0z, W 2 m 0. m Z w Z toHa 1m 0 2 J. 4 ui 0 m uj OCm d w V— QM Op p Lll L: t m m Z J U) p Z ti Y Li 4 1_ N H 2 2 L Z OpVAG# ATR066 IEET: q OF 7 O.A. MAX. UNIT MAX. SASH MAX. WIDTH.48" D.L.OMAX. WIDTH 722 WIDTH 45 01.0 MAX. WIDTH-6734' UNIT MAX, c WIDTH 431/4" 5 WIDTH 538" 5. SASH MAX. Ho., 6' WIDTH 507/8" D.L.O MAX. 6 of - F WIDTH `48%4" F:., 6 K 7 J ,// 6:. / 6' _. O.A. MAX.. E // E "O" O.A. MAX. HEIGHT 6 6 D HEIGHT 6 ,0. 101 D 5 / 302 81UNIT MAX. y 5 % UNIT MAX, HEIGHT HEIGHT / - T / 77" UNIT MAX. 72" 7 SASH MAX. » D.L.O. MAX. SASH MAX. / 72" "X" I. X' HEIGHT D.L,0. MAX. SASH MAX.EIGHT HEIGHT ' X" O.L.O.DL:O. MAX. 7 HEIGHT HEIGHT "X" HEIGHT 35" 32 a' 37 i'z' 34 %4" 35" 325/16" D. L.O MAX. B M j SASH MAX. WIDTH 31 3/6' 8 g 5 5 WIDTH M3 15/6' UNIT MAX. 5 5 WIDTH 36" UNI' HE: F TYPICAL ELEVATION. SINGLE HUNG O.A. MAX. SASH MAX. WIDTH 961°. WIDTH45/ e' D.L.OMAX. 6 WIDTH 43 5/F' G,• Al 6 6 D MAX. 5 / GHT 41, I SASH MAX. I. HEIGHT 7 V 411" 1 0 TYPICAL ELEVATION TYPICAL ELEVATION SINGLE HUNGW/ TRANSOM TWIN SINGLE HUNG W/ TRANSOM O. A. MAX. WIDTH SASH MAX. WIDTH 33 t3/6" L.O MAX. D:.L. 5 ' WIDTH 31 V," UNI' HE: D. L:O. MAX. HEIGHT 38 5/16, B M UNIT MAX. I 5 5 WIDTH .48" TYPICAL ELEVATION MULLED TWIN SINGLE HUNG 6 6 MAX. GHT SASH MAX. HEIGHT 37 Y2" X" x" X" F 1 1 9" D L.O, MAX. HEIGHT 3416' 8 M UNIT MAX.lk-. 5 5 WIDTH 36" TYPICAL ELEVATION MULLED TRIPLE SINGLE HUNG ia MM l l 9( 101 AMBASSADOR ROW OALLAS. TEXAS 75247 PK ( 214)637-2696 FX:(214)424-6734 m umnAo z o e o. oce n w z zG w 0 m H H m m a WHz.H m DZKmnL ry w d m s F O rri ooa H' z OU v / F LL HIawLu U) wJw Ln 2 OF 7 6" FROM CORNER, TYP. 1 16 Y4° MAX.:O.C. r X ANCHOR 'LAYOUT SINGLE. HUNG - THROUGH FRAME 6" FROM CORNER, TYP.. TI L 14 YZ' MAX. 0.( T 6" FROM CORNER, TYP. 4 I 6" FROM CORNER HEAD/SILL, TYP. I 19 MAX. O.( T yi6" FROM CORNER 6" FROM HEAD/SILL,. TYP. CORNER, TYP. r 2) INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES-5-7 7\- SHEET 1. L_ 19 MAX. O.C. I ANCHOR LAYOUT SINGLE HUNG W/ TRANSOM - THROUGH FRAME 6" FROM CORNER HEAD/SILL, TYP. VSTALLATION.ANCHORS THROUGH MULL CLIPS PER ANCHOR LAYOUT SHEET ILATIONiNOTES 5J, MULLED TWIN SINGLE HUNG - THROUGH FRAME J21 12W MAX. 6" FROM CORNER A UlM 71O. C. 'I HEAD/SILL, TYP Y . 1 9 .1 0 9 fo ii 011 0 of X" X 9001 AMBASSADOR ROW DALLAS, TEXAS 75247 PHt ( 214) 637-2696 FX: (214) 424-6734 40 Vmm3 w H 0 D om A w3? o=> Q=x zmQ H Z rQ4 H w Km D Q a V) Q LLl 0 m w o[ m x WW Fd. r7 Q O I u I ANCHOR LAYOUT TWIN SINGLE HUNG W/ TRANSOM THROUGH FRAME 6" FROM 6" 6" - 6" FROM CORNER CORNER, TYP. HEAD/ SILL,:TYP. i_ 16 Y4" MAXTO. C. I ii fo o r' l 2) INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, ANCHOR LAYOUT SHEET I. MULLED TRIPLE SINGLE HUNG - THROUGH FRAME m m 2 L up h Y 1L Qp. S = N Z 00 W6 #: ATR066 EET: 3 OF 7 4" FROM CORNER, TYP. 8" MAX. O.C. 4" FROM CORNER, TYP. 8,. MAX, O.C. ANCHOR LAYOUT SINGLE HUNG - THROUGHFIN 4" FROM CORNER, TYP, 4" FROM CORNER HEAD/ SILL, TYP. 0 fo o l All o X„ X„ X„ o I 8" MAX. O. C. 4" FROM CORNER HEAD/ SILL, TYP. 8" MAX. 4" FROM CORNER O: C. HEAD/SILL, TYP. j/ l All All o ANCHOR LAYOUT TYP. FOR ALL SINGLE AND DOUBLE MULLED UNITS WITH TRANSOM - THROUGH FIN 2) INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, SHEET 1. 2) INSTALLATION ANCHORS INTERIOR THROUGH MULL CLIPS PER MULLIO INSTALLATION NOTES 5.7, CLIP,. TYP. SHEET 1. 0 WINDOW -{ ^ WINDOW FRAME, TYP. 4 4 - X FRAME, TYP. 12" X 1-1/4" X 1/16" GALV. STEEL PLA EXTERIOR (6)'#8 X 2-1/2" SMS, ALL MULLION INTERSECTIONS AT EACH PLATE INTO WINDOW FRAMES MULLION PLATE DETAIL 2) INSTALLATION: ANCHORS TYPICAL WHEREVER MULLION CLIPS OCCUR THROUGH MULL CLIPS PER ANCHOR LAYOUT SHEET 1LATION NOTES 5-7, TYP. FOR TWIN'& TRIPLE MULLED UNITS - THROUGH FIN 9001 AMBA55AOORROW OALLA$, TEXAS 75247 M( 214)637-2696 FX;(214)424-6734 m U oo a n' Z-' L3cf. 20C) V W z111 4 co H m' m S.- W J-(. Z. Z M em LN ui O m F- M Q OO omz n vZ 4 OF C3/6' ITW TAPCON ONCRETE/MASONRY INSTALLATION ANCHOR BY OTHERS CONCRETE/MASONRY 2'1/2" MIN, EDGE DISTANCE SEALANT BETWEEN 1 Y2" MIN EMBEDMENT BY OTHERS CONCRETE/ MASONRY & 2X _ WOODSUCKBY OTHERS SEALANT BETWEEN " '- " s , ,, "" , CONCRETE/MASONRY & 1X soul MBASS bo ROW 2X WOOD BUCK BY OTHERS WOOD BUCK BY OTHERS oA"us EXAS 71241 4 ' PH:.( 214)637 2696 FX (214)424-6734 8 WOOD SCREW 4 %4' MIN. EDGE IX WOOD BUCK BY OTHERS INSTALLATION ANCHOR ( OPTIONAL) p- 1 1/4" MIN. EXTERIOR FINISH ' DISTANCE EMBEDMENT Z EXTERIOR FINISH 3p BY OTHERS BY OTHERS 10 d PERIMETER —f Q SEE GLAZING w z = LL q SEALANT — DETAIL PERIMETER e z 1/ 4" MAX. w z v v e 2 x SEALANT SHIM SPACE Z m i O.A. UNIT BY OTHERS HEIGHT O. A. UNIT BY OTHERS y m o H m m a z H. 4 HEIGHTD ¢ H CL m 63 INTERIOR \ / INTERIOR F w EXTERIOR ` t EXTERIOR SEE GLAZING SEE GLAZING Q o DETAIL INTERIOR DETAIL o 'o EXTERIOR q VERTICAL SECTION m VERTICAL SECTION n w 5 SINGLE HUNG HEAD - 2X WOOD BUCK \ C / ^ V J/ TRANSOM HEAD • IX/CONC./MASONRY G THROUGH FIN SEE GLAZINGTHROUGH FRAME C) d. DETAIL Zp p VERTICAL SECTION H z. SEE GLAZING 5 MEETING RAIL DETAIL SEE GLAZINGU O DETAIL 1— o 0 EXTERIOR EXTERIOR u M Lo O. A. UNIT / INTERIOR O.A. UNIT INTERIOR HEIGHT HEIGHT Z ¢' PERIMETER 1/4" MAX. PERIMETER 1/4" MAX. "/ pSEALANT . BY OTHERS SHIM SPACE SEALANT SHIM SPACE ``p * g o BY OTHERS !,_ '• SEALANT OVER SCREW HEAD < " EXTERIOR FINISH O- 1 1/4' MIN. 4. . 1 1/4" MIN. ~ EXTERIOR FINISH BY OTHERS EMBEDMENT EMBEDMENT BYOTHERS 4 PRECAST SILL OR CONCRETE! PRECAST SILL OR CONCRETE! 'r < CMU BY OTHERS CMU BY OTHERS ' a • • b' ITW T¢PCON 3/6" ITW TAPCON 1 1 1/2" MIN. EDGE INSTALLATION ANCHOR INSTALLATION ANCHOR ( DISTANCE MIN. EDGE ANCE NOTES: DISTANCE "' ` D m Z h o VERTICALSECTION1. SILL ANCHORS ARE FOR FACTORY a g 10 _ z B MULLED UNITS ONLY, SEE SHEET`3. VERTICAL SECTION 5 J SILL - PRECAST 'CONCRETE I 2. USE (1) SILL CLIP PER ANCHOR 5 SILL -PRECAST CONCRETE DWG#: `` THROUGH FRAME LOCATION. SILL CLIPS ARE TO BE THROUGH SILL CLIP A 1 RO V V USED IN MINIMUM 14 Y4" LENGTHS. SHEET: 5 OF 7 METAL STUD FRAMING BY OTHERS 10 SELF -TAPPING SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE. DISTANCE' 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE 1/4' MAX, SHIM SPACE INTERIOR SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEE GLAZING PERIMETER SEALANTF EXTERIOR DETAIL BY OTHERS D.A. UNIT - WIDTH. HORIZONTAL SECTION: t 6 l SINGLE HUNG JAMB -METAL STUD FRAME' THROUGH FRAME 3/4' MIN. EDGE DISTANCE METAL STUD FRAMING 1/4' MAX. BY OTHERS SHIM SPACE B SELF -TAPPING SCREW INSTALLATION ANCHOR INTERIOR 3THREADS MIN. PENETRATION BEYOND METAL STRUCTURE SHEATHING' BY OTHERS SEALANT BETWEEN FIN & SHEATHING' EXTERIOR FINISH SEE GLAZING BY OTHERS EXTERIOR ,DETAIL O.A. UNIT -- WIDTH HORIZONTAL SECTION' 6 TRANSOM JAMB - METAL STUD FRAME THROUGH FIN 1 1/4" MIN. CONCRETE/MASONRY BY OTHERS EMBEDMENT SEALANT BETWEEN' 1!4" MAX. CONCRETE/ MASONRY iX. SHIM SPACE WOOD --BUCK BY OTHERS s E.' TRWM INTERIOR 1X WOOD RUCKir AMBASSADOR ROW BY OTHERS DALLA5, TEXA575247 PH:(214)W206 FX (214)424-6736 o > 16" ITW TAPCON m INSTALLATION ANCHOR z 3° o H#og a co J a 2 1/2" MIN. H 3 o EDGE. DISTANCE NZ zmN LLu N coH m z= m o z °. SEE GLAZING cL DETAIL EXTERIOR m Lu O.A. PERIMETER SEALANT UNIT BY OTHERS WIDTH EXTERIOR FINISH BY OTHERS o o. m u) HORIZONTAL SECTION Uj6 %SINGLE 'HUNG JAMB -1XWOOD/CONC./MASONRY THROUGH FRAME 7 1! 1 1!2"MIN. EMBEDMENT 1/4" MAX. CONCRETE/MA50NRY BY OTHERS SEALANT BETWEEN CONCRETE/ MASONRY& 2X j VJ z Q SHIM SPACE WOOD BUCK BY OTHERS o INTERIOR p 2X WOOD BUCK BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR O 7 1 3/4" MIN. Q EDGE DISTANCE OLAZING ar: DETAIL EXTERIOR PERIMETER SEALANT O,A. BY OTHERS rr n tiL UNIT EXTERIOR FINISH ¢ oWIDTHBYOTHERSao a ~ , = v"i z HORIZONTAL SECTION DWG# 6 TRANSOM JAMB - 2X WOOD BUCKATR066. THROUGH FRAME SHEET: L OF 7 INTERIOR k8 X 2 %" SCREWS THROUGH BOTH RAMES (OFFSET) AT 4"''FROM ENDS i 13" O.C. THEREAFTER E ERIOR SEE GLAZING DETAIL #8rX 2 Y2" SCREWS THROUGH BOTH FRAMES (OFFSET) AT 4 FROM ENDS GLAZING & 27" O.C. THEREAFTER SEE GLAZING EXTERIOR SILICONE \ DETAIL I HORIZONTAL SECTION' / 1 INTERIOR K VERTICAL SECTION 7 1/2" VERTICAL MULLION Y2 GLASS / 7 1/2" HORIZONTAL MULLION NOTE: GLA55 SHALL MEET THE REQUIREMENTS EXTERIOR OF ASTM E 1300 GLASS CHARTS', +-— %4" O.A. INSULATED GLASS GLAZING DETAIL E INTERIOR EXTERIOR J HORIZONTAL SECTION 7 11/4" VERTICAL MULLION OPTIONAL) k8 X 2 Y2" SCREWSTHROUGH BOTH' RAMES ( OFFSET) AT 4" FROM ENDS 13 O.C. THEREAFTER ERIOR' SEE GLAZING #8 X 2 Y2" SCREWS THROUGH BOTH DETAILFRAMES ( OFFSET) AT 4 FROM ENDS A 27" O C_ THEREAFTER SEE GLAZING DETAIL VERTICAL SECTION 7 1 1/4' HORIZONTAL MULLION OPTIONAL) 9001: AMBAS5ADM A0W f ALLAS. TEXAS' 75247 PH:.( 214)637-2696 FX.'.(214)424-6734 U i+ oo_ u'Q' ujoox'. a ] yyj:. Z .H N l9Q QHmm WfmO¢ v mujWN4 am a W a D o' o' Z 5 r . 0 LLo LU w o W S Ln o Q Z o 14 Jl L: a T v i r mLs ui 0N = S v2 DWG # ATR066 SHEET: 7 OF 7 r M1alt 111asbar. Pw N 14nft q I. Dip L.-i -a. U Wes`= Fri p residedft Naft OF PROP13w.. gs" d Z GENER&® cRpiloN OF ; 1 c c& %6 ,,3S 9L ar- r5 oft ,dti aNa0m t b0 Cr,ll - e in pmps rtrOwner' Awab** ebeder(falherVw00 ftW Addrsas 4. COMMAqMftNamec Ad*ew VO 4q L sURnpfacrafdwpw ba Ad* ww N L LBMt Aftsas. ualbw 0s ° g L In mijoN OwNw.d9slanow 10' 61ft a aOPY I If aft Lionaft Nalfce an plaided t IL r, 0 oft Dab of Ng ace of Cci (Ttw w9 sre. d oE fl d 4c TM bnDob baelaa t ws . w by SON R wba Mat 13"UhmydWftao"or Antony Persaud COMMISSION # FF174227 EXPIRES: November 5, 2018 w. AAROHNOTARY.COM 11ARYANNE HORSEY SEP1IHOLL-- COMITY CLERK OF CIRCUIT COURT & CONHROLLER BK 8770 I- 'J 194• ' Qr35 ) CLERIC.'S AV2016098603 RECORDED I19/ 20/21)16 02.1117 I'll U.'C iRDING FEE RECORDED BY lick. -,, ore 03 0 WE be nude 10 otA Md WW*. and In apoobanoe we CIWOW 713. Flalda Staiules, >he wean t If anaimb) rc HE r ; C. b n Ct7 s phase Nwew. y07 lq k aftcha* Nam Phase Nwjw. Ibom aoaoa ar 011" do mumb air be sw ad as PW M d lby aseela© Of n 718.13( 1Xb). Florida Soguh s• phwb nim*w is 1 YOw I= n dab of roots ft uses a dMftmlg d@b b 71 SECTION 71W ION OF THE OR1O01 SEA NOTICE OF CO ARE 7`1 A NOTICEOFION7ENCE IDA S AND CAN M TO OBTAIN FM AN(3NG, CONSl1LT IMRH RDED A A ON THE TICE OF COMMEN OR AN ATTORREI( OL SU,U C." C 4 O'Mn101r ssdPIa1/ Y Trt•um" CtiiA L Me Is palsoaally Ivloruw b air OR podnosd: R LJ Lf,)? - C C L•N g.t; TR°flF1EDcopy -MARYA -NEMORSE s' CLE1. RK 01 THE U1T CTVDM { SEMINOLE :OUNT IDA poi U'•° court m' Ep 2 2016 Y _DEPUTY CLERK