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Home My WebLink About1720 Pear AveF CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION / v pplication No: ( - ler ruction Value: S LA Job Address: 1_1c_46 ?Car 1PSv-e. Historic District: Yes ❑ No ❑ Parcel ID: 2,S -1 C1 ' �.-'D'S 13 P h0- b a0 Residential [!y Commercial Type of Work: New ❑ Addition ❑ Alteration ® Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: REPLACE q W t (N�WS 517_P_ jwn'C 'F�i Z -e Plan Review Contact Person: MEGAN CONSTABLE Phone: 352-300.3360 Fax: 352-861-7587 Title: AGENT Email: PERMITSPLUSLLC@GMAIL.COM Property Owner Information Nam -0(_Ch MQW rile liar► Mi5&oraa4 bX?6S*hone: L46"1 -3Zt - ?T0 3 Street: 11016 ?Ica r VPNJt Resident of property? : YES City, Slate Zip: ngn- c a rY1 3a'��I Contractor Information LOWES - PETER A CAFARO 35200-3360 Name Phone: Street: PO BOX 781933 City, State Zip: ORLANDO, FL 32878 Name: NIA Street: City, St, Zip: Bonding Company: Address: NIA Fax: 861-7587 State License No.: CGC1508417 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 IMPROVEAIEN-I'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ,IND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Olt AN ATTORNEY BEFORE RECORDII\G YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wort; or installation has commenced prior to die issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit ntust be secured for electrical work, plumbing, signs. wells, pools, furnaces, boilers, heaters, tanks. and air conditioners, etc. FITC 105.3 Shall be inscribed with the date of application and the code in effect as of tbat dote: 5" Edition (2014) Florida nnilding Code Raised: lune 30, 2013 fermi, Applimlion �PX CSI it OTICE: In addition to the requiremeots of this permit. then: may be additioW restrictions applicable to this property BIW may be found in the public reotuds of this county. and there may be addhioaei permits required from other l pvernmemal entities such a: water managanent distrim state agencies. or federal agencies. Acceptance orperlmit is verification that I will notify the owner of the property of the requirements of Florida Uen Law. FS 713. The city or Seaford requires payment ora plan review fee at the time of permit submittal. A copy ortbe eueuted contract is required in order to calculate a plan mview charge and will be considered the caimeted construction value ordw job at the time orsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit Is Issu4 in accordance with local ordinance. Should ahsrlaed charges figured off the ateated contract Proceed 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 witb all applicable laws regulating construction and zoning. Sgmrme of 01poWAV= one t1AN t avWAVw*s Noes SIOMMerNe"-s eerFlorers Dw Ua� Qt &)K& b& ?It L-0 S1v0M0(C edAVW Dw MEGAN CONSTABLE FM n ``1I�Pw CHRISTY M GALAS N�( = FAY COMMISSION=FFOA9697 .EXPIRES September 29. 2017 .107) 398.0153 FroridalloiaryService com Owneri ftm is Personally Known to Me or ContractodAbent is 0'— Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[3 Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: p of Stories: Now Construction: Electric - fI of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ fl of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: - - TILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: -5F G- Z-1( S;zp f *r S:zq-. NJ — Re.oed: roc 30.2015 S Proeedy Record Card Parcel, 3619.30.51318000120 Owner CHURCH NEW MT DON MISSIONARY BAPTIST Property Address: 1720 PEAR AVE SANFORD. FL 32771.3142 Parcel InMrrnit" I I Value I Parcel 3619.70813-19000120 Owner CHURCH NEW MT 210N MISSIONARY BAPTIST Property Address 1720 PEAR AVE SANFORD, FL 32771-3142 LTM" 1720 PEAR AVE SANFORD. FL 32171-3142 SubdhNlon Name PINE LEVEL Tax n' "' S1-SANFORD DOR Un Code 71-MRCHES Bmmpdwm 36CHURCFURELGIOUSMn I ix Amount w*W SON: )0.00 2016 Tax BIII Amount $0,00 TalsF.slt�t 6 no Our Homes SWbW: $0.00 • Does NOT 11 4CLUDE Non Ad Valor m Assomwenb To" ALOo ft Assownart VabA 2016 Wbr" Vabrss 2015 CWWW Vekrss VaVdlon Mal Wd CostlMWW CoaUMarlcot Number orst mkw 1 1 Osprodated I Wo Value $123,815 !127,987 Dopuhftd Vacuo $135= $D Lard Vabrs ) $11,414 $11,414 Land Vacuo OPEN PORCH 37100 Justimado !135,228 $138,311 Polability A4 Save our C.W* GIS Semt Lpsl DeacAp4bn LOTS12♦13BLK19 PINE LEVEL PB6PGW Taxea I ix Amount w*W SON: )0.00 2016 Tax BIII Amount $0,00 TalsF.slt�t 6 no Our Homes SWbW: $0.00 • Does NOT 11 4CLUDE Non Ad Valor m Assomwenb To" ALOo ft Assownart VabA 2016 Wbr" Vabrss 2015 CWWW Vekrss VaVdlon Mal Wd CostlMWW CoaUMarlcot Number orst mkw 1 1 Osprodated I Wo Value $123,815 !127,987 Dopuhftd Vacuo $135= $D Lard Vabrs ) $11,414 $11,414 Land Vacuo OPEN PORCH 37100 Justimado !135,228 $138,311 Polability A4 Save our Adj 8D $D Amw&mrd Ad) m $D P&G Ad) 30 $0 Aasssssd V $138,228 $138,311 I ix Amount w*W SON: )0.00 2016 Tax BIII Amount $0,00 TalsF.slt�t 6 no Our Homes SWbW: $0.00 • Does NOT 11 4CLUDE Non Ad Valor m Assomwenb To" ALOo ft Assownart VabA Valles Taxable Value Storks County General Fund $135,229 $/35,228 m Sonoob $/35,228 $135229 $D City SaMad $135,229 $/35,229 $0 SJWM(Sabd Jolup Water Manepernerd) $136,229 $135= $D County Bends $136,229 $135,229 $0 IDesorlpeon Date Book Pape Amount oumm Vamnv I No $abs Hnd cono m "I. Baba Land Method FMntapo Deptll Units Unlb Price Land Value FRONT FOOT 3 DEPTH 80.001 100.00 0 $174.00 1 311,414 Bulldtrg lnftmwdm 0 ► Yaw sum ACWMI/Elloclive1 Storks Total SF Ext VM Ad) V Rep! VMA Appar depes MASONRY 1970 1 3,128 CONCRETE BLOCK- $123.0b !'172,121 AI7� PLASTER. MASONRY OPEN PORCH 37100 FINISHED THIS DIS111 NT PEPAPD BY: _ _ eiof Adds : 1 O aF 34 �f iS 1 Oi-k-k t'� �S;s�(Uwm� . NOTICE OF COMMENCEMENTPer" swanmr. , gc Parent ID Nrerrbsr. 3s ICI -30 - S Imo- Igoo -0120 TV*'] 10 dPP hereby Ipres nolioe the MVFWAUW rri be made to FA IM real properly. and h a000rdarwe TsNh pYrpler 713. Florida Stakfim the fodowlrq t k dhon is prodded inthis Haft ofCammencemenL, 11ARYANNE HORSE ► SEMINOLE COUNTY 1. DESCTiiT10NOFP1tOPER1Y•(Lapel Ilr ropertlrandsbsetaddlesaffwaiaW fRK OF CIRCUIT COURT h COMPTROLLER cots 1't 13 MK k9 P,�e �B�e\1�a6 YU3� , 6694 r9 1141 ciF95> c/ O 1770 Pear Ave Sen ocd F't 3a.7'71 �:, rni -- 1(-, FI71'S; Aifl.f_n'I t GENERAL OESCWP710NOFRECORDED BY hde ore ftpk ac e v I ndo„as 0� vr- aD005 i OW1ER WOFMATM OR LOSEE W09BlATHM P TME LF8I= COUIRIICTED FOR THE 1111111PRONE1111111EEIiT: Name and addles: Carrie Pees Ave SoAec& Fl 5;)7-71 Intereet In propertlr. D--) ner Fee 8lmpis Title tloWer (i alter than owner listed above) Name: Address 4. Coh Nemo r r - f.n••✓e Phone Number: Adds..• ro ( � 7 Q199 3 Or1a.+d o Fl 3'Q-9-72? L QTY (N apokel . e copy d the paynusrlt bond Is sllsdusd ' Nana Amou t of Bond: L LENDER Address _ T. Penawham ootlee or otter doeunMrws my be served as prwAded by 8ecdon 713.13(+X.)7, Fhorlds Shim & \ L In adddion, Owner desi0retss to ma*m o COPY Ofthe Uenofs No11Ce as prwlded In Section 713.13(1)(b), Flalda SWUM. Phare 0. E*6atlon Dale of No6ae d Consnenoemer t (The eopirslbn ie 1 veer from date ofreoadinp urdm a deferent Js W_ p0W) WARNING TO QHN3t ANY PAYMENTS MADE BY THE OWNER AFTER THE DFIRATION OF THE NOTICE OF ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPIkOVEMIENTS TO YOUR PROPERTY. A NOTICE OF 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 COM1ENCING WORK OR RECORDING YOUR NOTICE OF Orr s LarR s Cirri* s LawmWe (P*fi" it Wd pmwft SAY* TRWOMM) MlrAsd 900 01 1.o QCounty of 9 'ZlCj� s Qhs: The ll 901 Nsbtorterrt wss adwo�srlsdOsd beb\re rue tti i J I o- day of by of s Lw�:. . wla Is ps known to no o OR nor d nrrrw�t � . who lee produced Idsntllkatlat typo d Idsnl 400 prodtrasd: T" I. ' rJ 2f Ul '�_� �C1 of co �r - MA AIV E ORSE Antony Persaud w _e* = COMMISSION I FF174227 CLERK OF TH CIR UITCO r EXPIRES: November 5, 2018 COMPTROLL R www.AARoNNOTARY.COM UMINOLE LINTY L 016 �- DEPUTY CLERK IMPROVING HOME IMPROVEMENT P. O. Boa 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney 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 apppply� to: for a �� permit for work to be performed at: Lot:V7 Blk: Sec: �S Twp: Rge• Subdivision: Y . n -e vo Parcel or Altkey:3S 1'6(9 boo ) Z 0 Address of Job. hU VC -C\ N�e.J� ''" (—) `a 0 9•a?QL Y �1 Owner of Property: Qgo t un N tw n ^ `i D h and to sign and do all th' necessary to this appointment. Thank you for yo s' tance. Sincerely, P er Anthony Cafaro III Primary 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 o�this. Sworn to and su b�Rday of 2016. Notary c Co on Expires: 10/21/2016F CHRISTY M GALAS [SS] IAY COMPdISSION #FF049697 EXPIRES September 29,2017 398.0153 FloridalloraryService.com RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 16 1 5 1 4 Project Location Address /OJ�W►NG sANF ORD '�'&pAR�% As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding Sectional ROTI Up REME1 VED POR CODE COMPLIANCE Automatic Other PLANS MMINtH 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed 2 S-130 l Awning Pass Through Projected ED WITH THE WORK AND NOT Mullions Wind Breaker AUTHO ITY TO VIOLATE, CANCEL, ANCE OF A PERMIT PREVEI IT Dual Action Other THE UILDING OFFICIAL FROM THEREAFFER UCTION OR VIOLATIONS OF THIS CODE June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name (Please Print) June 2014 ' "•',.,�,� •• RECEIVED 05/18/2016 02: 48PM `? 16= ;=�8-.15 51 • ' isoprt75' 4074304069 >> P 3/12 ter, . �• Y . j ;.._ ;-_ , I i •; •},... :Y• ;. ,fitt i - •i i I._i—I. I .J_ 1.01 TV Is 4'• �i.= :�.�_ 4..Li-moia�-1-----1--••�-�- :'''' :;. ,;--';--�1.---a--�---��•"-^ --�- 1 --roar-,•-_I--� `.. i�•:.::.1,• J_�r�': »_ 1__j_. r �_..: _.3✓iLC. .,C,I S :--� •�-p-.s_��.1�� _ y I— ' •'r•':,.''"�:"�io ;•:1 -:r•} 1 ..} .�' .!._�.».� . -_-? i ? ! . -I _.J-.:.....I-. , i..,�..-►.J_.,..1..-, .1_ fN*bd SCIS Home I Log In I User Reglstratlon I Hot Topics I Submit Surcharge I Stats S Facts I Publications I FBC Staff I SCIS She Map I Unks I Search BUSlnes 9ctProfessi I produApproval USER: public User Regulation Produtt Aoorovel Menu > Product or Aoobcatbn Search > Application Uat Search Criteria Code Version 2014 FL# 11831.3 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 Results - ADDlications ELA Tvoe Manufacturer Validated By Status FL13831- Revision Atrium Companies Inc. American Architectural Approved $u FL*: FL11831.3 Manufacturers � History Model: 130 Picture Window, Fin and Flange, Single and Mulled Association Description: LC-PG50-1219x2134 (48x84) -FW, LC-PG50- (214) 878-1642 1829x1829 (72x72) -FW, LC-PG50-2769x1956 (109x77) -FW Mulled Triple, LC-PG30-2438x2134 (96x84) -FW Mulled Twin, LC-PG50- 2235x2134 (88x84) -FW Mulled Twin Category: Windows Subcategory: Fixed 'Approved by DBPR. Appmvab by DBPR shell be reviewed and ratified by the POC and/or the Commission U necessary. Contact Us :: 1940 North Monroe Street. Tallahassee Ft. 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses aro public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic man to this entity. Instead, contact the ofike by phone or by traditional mall. It 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 d they have one. The emans 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 Me 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 JIM. Product Approval Accepts: a®®■ Credi LS7FE 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 (LE., 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 1/16 INCH OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. ] GH FRAME: FOCI INSTALLATION INTO WOOD FRAMING USE 010 DOOYNROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. THROUGH FRAME FOR INSTALLATION THROUGH 1X BUCK TO CONDI MASONRY, OR DIRECTLY INTO CONCRE7F/AIASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/1 7. THROUGH FRAME: FOR INSTALLATION INTO METAL STUOOR APPROVED MULLIN U N R. S SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVEMINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE 0. THROUGH RN: FOR INSTALLATION INTO WOOD FRAMING USE 08 WO00 SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE I INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 9. THROUGH RN: FOR INSTALLATION INTO METAL STUD OR APPROVED MSE IS GR. S SELF TAPPING SCREWS THROUGH THE NN OF SUFFICIENT LEN O CHIEV TNIINUMOF 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. It. 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 ANCH0R MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES 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 OF O.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI MO GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 16 GA WALL THICKNESS, F. ALUMINUM -MINIMUM ALLOY 6063.TS. MINIMUM WALL THICKNESS OF 1/161(0.0625"). ATRIUM CORPORATION SERIES 130 PICTURE WINDOW GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURE TO COMPLY WITH THE CURRENT IRCABC AND CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: •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•IMQ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM 5 REQUIRED ON THIS PRODUCT IN MEAS REQUIRING IMPACT RESISTANCE. G. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE FBC. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED. S. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET S FOR GLAZING DETAIL MAX OA SIZE HEIGIFr CONFIGURATIONnE TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL A INSTALLATION NOTES 2 A ELEVATIONS 3 A ANCHOR LAYOUTS (TFOLOUGH FRAME) 4 A ANCHOR LAYOUTS CT RlOUGH FIN) 3 A VERTICAL SECTIONS & GLAZING DETAIL 6 A HOMONTAL SECTIONS MAX OA SIZE HEIGIFr CONFIGURATIONnE PCONFIGURATION DESIGN SSURE RAT IMPACTACT RATING 7r 7r o •/- 00 PSF NONIMPACT 46• 64• O •/- 00 PSP NONIMPACT BM w 00 •/• 00 PSF NONIMPACT 96• 64' 00 •/- 30 PSF NONIMPACT 109' I 7r 000 •/- OO PSF NONLRPACT NOTE: WIDTH AND HEIGHT ARE INTERCHANGEABLE FOR SINGLE UNIT • 111 N B N I A F 1 F 0 0 t 1 OM AA ASSAD 06M Cwus. Tau 7147 AA (214)63746% FX (210.144114 F D Tr 9Is U LL Digitally signed by Hermes F Norero, P.E. AOL c Reason: I am approving this document V G Date: 2015.07.0108:50:57 -0400 SHEET: 1 OF 6 UNIT MAX HEIGHT 7r DLC HE 6 UNIT MAX. D. OTH 72* oLo MAX. TYPICAL ELEVATION SNGLE UNIT UNIT MAX WIDTH IB• DLO MAX WIDTH 43}- A C 3 S f 6 E 6 UNIT MAX D HEIGHT 6 84• D.L.O. MAX HEIGHT O.A. MAX. WIDTH BB• D.L.O MAX UNIT MAX WiOTH 39}' WIDTH 44• s s Al f 6 E 6 UNIT MAX D HEIGHT 6 •C —.N 'Cr 61• 6 DLO. MAX. G HEIGHT ,6 7* J� � TYPICAL ELEVATION DOUBLE MULLED UNIT TYPICAL ELEVATION SINGLE UNIT UNI' HE 4 s TYPICAL ELEVATION TRIPLE MULLED UNIT O.A. MAX. WIDTH 96• DLO MAX UNIT MAX WIDTH 42t WIDTH 48• s s )0( '01 to UNIT MAX' HEIGHT '0' H •Cr BI• 6 DLO. MAX G HEIGHT 6 79#• � P( Af TYPICAL ELEVATION DOUBLE MULLED UNIT m AIRZUM DI.DODR 6.0 DOOR$ 9003 ANAA3S $DO. DOW DALLAS. TCW 7!747 AC(714)697.26% DRC(2I4)474-671$ 3 9 vi O s � mo 030 6 n O DY ,3P 9 tL � 3� �= j{Z oa a DWG m ATR068 SHEET: ? OF 6 WIDTH for DLO MAX UNIT MAX. WIDTH" WIDTH 36• A C 5 S f 6 Al Al E 6 r MAX D wHT 17• 6 6 D.L.O. MAX G 6 HEIGHT 71 ) 4 s TYPICAL ELEVATION TRIPLE MULLED UNIT O.A. MAX. WIDTH 96• DLO MAX UNIT MAX WIDTH 42t WIDTH 48• s s )0( '01 to UNIT MAX' HEIGHT '0' H •Cr BI• 6 DLO. MAX G HEIGHT 6 79#• � P( Af TYPICAL ELEVATION DOUBLE MULLED UNIT m AIRZUM DI.DODR 6.0 DOOR$ 9003 ANAA3S $DO. DOW DALLAS. TCW 7!747 AC(714)697.26% DRC(2I4)474-671$ 3 9 vi O s � mo 030 6 n O DY ,3P 9 tL � 3� �= j{Z oa a DWG m ATR068 SHEET: ? OF 6 6' FROM CORNER. TYP. �T 1 1r I O.C. T 12' MAX O.C. 6' FROM I r 6• FROM CORNER CORNER, TYR 18• HEAD/SELL, TYP. MAX — 6' FROM CORNERL O.C. CORNER, 6' FROM M HEAD/SILL, TVP. r r�r 11 ANCHOR LAYOUT ANCHOR LAYOUT 7r X 72' SINGLE UNIT - THROUGH FRAME 4B' X 64' SINGLE UNIT - THROUGH FRAME 6' FROM CORNER, TVP. 13' 6'6' L ADL T L � L MAX A.m4)637. n% nam.)A+Hn. 16Y4* 14W .o. o: MAX l TC. ANCHOR LAYOUT ANCHOR LAYOUT 7r X 72' SINGLE UNIT - THROUGH FRAME 4B' X 64' SINGLE UNIT - THROUGH FRAME 6' FROM CORNER, TVP. 13' 6'6' L ADL T .1....1 A.. .O.t1 %MANSASSADO WW W A3, TOM YU47 � L MAX A.m4)637. n% nam.)A+Hn. T .O. t0 l 6• FROM CORNER 6' FROM HEAD/SILL,TVP. CORNER TYP INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTAANCHOR LAYOUT SWEET 1. NOTES 5-7. BB' X Be DOUBLE MULLED UNIT - THROUGH FRAME 13' ANCHORS IPS PER ANCHOR LAYOUT SHEETUATION NOTES 5-7, 1. 109' X 7r TRIPLE MULLED UNIT - THROUGH FRAME 6' L_ ADL I 6' FROM CORNER HEAD/5ILL,TVP. .1....1 A.. .O.t1 %MANSASSADO WW W A3, TOM YU47 Al qL L A.m4)637. n% nam.)A+Hn. ANCHORS IPS PER ANCHOR LAYOUT SHEETUATION NOTES 5-7, 1. 109' X 7r TRIPLE MULLED UNIT - THROUGH FRAME 6' L_ 6• I T )01 Al qL L MAX ) C. T .O. .O. l 6• FROM CORNER HEAD/SILL, TYP. -'-----�_(2) INSTALLATION ANCHOR5 THROUGH MULL CLIPS PER ANCHOR LAYOUT ISHHEET1. NNOTEs37, 96 X W DOUBLE MULLED UNIT - THROUGH FRAME P OF 4• FROM CORNER. TYP. r MAX. O.C. ANCHOR LAYOUT 7r X 72' SINGLE UNIT - THROUGH FIN 4• FROM CORNER. TYP. 4• FROM CORNER HEAD/SILL, TYP. r MAX. O.C. 4' FROM CORNER HEAD/SDI, TYP. 4• FROM CORNER, TVP. ANCHOR LAYOUT 48' X 64' SD46LE UNIT - THROUGH FIN r MAX. O.C. rITION ANCHORS LULL CLIPS PER INSTALATION ANCHOR LAYOUT SHEET 1. NOTES 5-7, 109' X Tr TRIPLE MULLED UNIT - THROUGH FIN I r 4' FROM 'TYP'-'l ORNER HEAD/SILL, TYP. 4" FROM 8• MAX J 8' MAX J 4• FROM CORNER CORNER. TYP. O.0 I �� —1 FROM O.0 I HEAD/SIIL, TVP. e• MAX. O.c. ATREUM m r FROM CORNER HEAD/SILL.TYP. •110091 tse 00091 m01A1IAS1'1p0 b" acus. TEXAS 71:47 11t(SI4)617.2CM FX(2I4)424471/ I kk $ b R I bid - 40 l W a ZW G W rITION ANCHORS LULL CLIPS PER INSTALATION ANCHOR LAYOUT SHEET 1. NOTES 5-7, 109' X Tr TRIPLE MULLED UNIT - THROUGH FIN I r 4' FROM 'TYP'-'l ORNER HEAD/SILL, TYP. 4" FROM 8• MAX J 8' MAX J 4• FROM CORNER CORNER. TYP. O.0 I �� —1 FROM O.0 I HEAD/SIIL, TVP. e• MAX. O.c. 8• MAX. O.c. I J iI I l 8• MAX. O.c. INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5•7, D I W m CLIP. Tvp 0 SHEET 1. WINDOW WINDOW FRAME. TYP. FRAME, TO. O. h•• ••6G"VI 12• X 1.1/4• X 1/l6•EXTERIOR (6) u8 X 2-1/r SMS a GALV. STEEL PLATE AT EACH PLATE LL ~ N INT RSEECT�IONSS MULLION PLATE DETAILWINDOW �wFRAMEs TYPICAL WHEREVER MULLION CLIPS OCCUR m _ (2) INSTALLATION ANCHORS _(2J INSTALLATION ANCHORS p c _ bi Z THROUGH MULL CLIPS PER THROUGH MULL CLIPS PER ANCHOR LAYOUT INSTALLATION IONNOTEs57, ANCHOR LAYOUT HEETAIL1. ITIONNOTEs57, owATR068 88' X 84• DOUBLE MULLED UNIT - THROUGH FIN 96 X 84• DOUBLE MULLED UNIT - THROUGH FIN SHEET: 4oF6 I iI I I INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5•7, D I W m CLIP. Tvp 0 SHEET 1. WINDOW WINDOW FRAME. TYP. FRAME, TO. O. h•• ••6G"VI 12• X 1.1/4• X 1/l6•EXTERIOR (6) u8 X 2-1/r SMS a GALV. STEEL PLATE AT EACH PLATE LL ~ N INT RSEECT�IONSS MULLION PLATE DETAILWINDOW �wFRAMEs TYPICAL WHEREVER MULLION CLIPS OCCUR m _ (2) INSTALLATION ANCHORS _(2J INSTALLATION ANCHORS p c _ bi Z THROUGH MULL CLIPS PER THROUGH MULL CLIPS PER ANCHOR LAYOUT INSTALLATION IONNOTEs57, ANCHOR LAYOUT HEETAIL1. ITIONNOTEs57, owATR068 88' X 84• DOUBLE MULLED UNIT - THROUGH FIN 96 X 84• DOUBLE MULLED UNIT - THROUGH FIN SHEET: 4oF6 CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS #8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER - SEALANT O.A. UNIT BY OTHERS HEIGHT 1 EXTERIOR SEE GLAZING DETAIL A VERTICAL SECTION 5 HEAD - V WOOD BUCK THROUGH FIN SEE GLAZIN6 DETAIL I O.A. UNIT %6 ITW TAPCON HEIGHT 1 INSTALLATION ANCHOR PERIMETER p 1/4' MAX. CO 11/2" MIN. AIRgUM sv OTHERS •. I S�' MIN EMBEDMENT BY OTHERS EDGE DISTANCE •l0000l ..o loot$ BY OTHERS ; .y THROUGH FRAME SEALANT BETWEEN '�•• < OR CMU BY OTHERS • . ' •DISTANCE . , CONCRETE/MASONRY 61X 11/4' MIN. mm-�•-•-••meow INSTALLATION ANCHOR • ' •' ' . WOOD BUCK BY OTHERS EMBEDMENT DALLAS. ' W rjt4 SILL - PRECAST CONCRETE • ' �'1 MIN. EDGE IX WOOD BUCK BY OTHERS • n,woa µms tn SILICONE —' DISTANCE (OPTIONAL) o m v EXTERIOR FINISH BY OTHERS N 8 o PERIMETER I/4' MAX. SEALANT SHIM SPACE a m < O.A. UNIT BY OTHERS2 m a <� m = / HEIGHT / c o UJ INTERIOR d p ui c m d SEE GLAZING DETAIL A VERTICAL SECTION 5 HEAD - V WOOD BUCK THROUGH FIN SEE GLAZIN6 DETAIL I O.A. UNIT 1 HEIGHT 1 PERIMETER \ 1/4' MAX. SEALANT m SHIM SPACE sv OTHERS •. EXTERIOR FINISH .:..;:• �', EMBEDMENT BY OTHERS ; .y THROUGH FRAME PRECAST SILL '�•• < OR CMU BY OTHERS • . ' •DISTANCE ITW TAPCON 1 1/2 MIN. EDGE tl) INSTALLATION ANCHOR g VERTICAL SECTION o v 5 SILL - PRECAST CONCRETE w THROUGH FRAME �— SEE GLAZING �+ DETAIL a m N C VERTICAL SECTION v� 5 HEAD -1X BUCK/CONCRETE/MASONRY Z THROUGH FRAME Q < H tl) o v W w GLAZING tn SILICONE —' v� ) INTERIOR \\ /� R )4' GLASS / \� i BI 0. EXTERIOR \ Li N �• O.A. INSULATED GLASS . fid• •••• •.•' GLAZING DETAIL � T m NOTE: � F u x zAZ GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. OW6 # OF 6 METAL STUD FRAMING BY OTHERS #10 SELF-TAPPIN6 SCREW INSTALLATION ANCHOR i'; MIN. EDGE DISTANCE 3 THREADS MIN. �— PENETRATION BEYOND METAL STRUCTURE 1/4• MAX. SHIM SPACE SHEATHING BY OTHERS EXTERIOR FINISH'' BY OTHERS SEE GLAZING PERIMETER SEALANT DETAIL O.A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION 6 XOX JAMB - METAL STUD FRAME THROUGHFRAME VVMIN. EDGE r- DISTANCE METAL STUD FRAMING 1/4• MAX. BY OTHERS SHIM SPACE #B SELF-TAPPIN6 SCREW INSTALLATION ANCHOR i 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE SHEATHING BY OTHERS SEALANT BETWEEN FIN 6 SHEATHING EXTERIOR FINISH SEE GLAZING BY OTHERS DETAIL O.A. UNIT WIDTH E HORIZONTAL SECTION 6 OX JAMB - METAL STUD FRAME THROUGH FIN 11/2" MIN. CONCRETE/MASONRY BY OTHERS EMBEDMENT SEALANT BETWEEN 1/4• MAX. CONCRETE/ MASONRY 6 2X SHIM SPACE WOOD BUCK BY OTHERS • �� 2X WOOD BUCK BY OTHERS #10 WOOD SCREW INSTALLATION ANCHOR Ab, • o l o o• i .10 000166 IMN AOL. -AS." w DALLAS. lE1W Ilia /°(Z" "l''i"' FXC'O'i"i" �R �'i MIN. v A a O °� '" EDGE DISTANCE s a . vi gig.. SEE GLAZING vin DETAIL PERIMETER SEALANT a a O.A. BY OTHERS I�TH EXTERIOR FINISH BY OTHERStn a 0 F HORIZONTAL SECTION : 0 6 JAMB - 2X WOOD BUCK Z THROUGH FRAME Q H H O v > UJ Lu Ap O tn SEE GLAZING DETAIL G HORIZONTAL SECTION t 6 1/2•VERTICAL MULLION J QO ;.. -� �� fid, ••-. ,,.,' T SEE GLAZING � d F i DETAIL '021 a HORIZONTAL SECTION DWG 6 11/4- VERTICAL MULLIONr ` ON TRO68+Q (OPTIONAL) SHEET, 6 OF 6 REQUIRED INSPECTION SEQUENCE ]BP# I!n- t5l`k Address: Bum viNG PERMIT Min Mal '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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door 00 Final Window - Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other REVISED: June 2014 EzEcnu A L PERMIT Min I Mair I IInsiDection IIDescriotion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT min Max Inspection Description Mechanical Rough Mechanical Final iVl[in Max Inspection Description derground Gas Final li�Jlin Max Inspection Description PlumbingUnder 1 ound Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT min Max Inspection Description Mechanical Rough Mechanical Final iVl[in Max Inspection Description derground Gas Final Lowes Home Centers Inc Permit & License Administration PO Box 781993 Orlando, FL 32878 —1993 Bus. 407/832-8085 Fax. 407/393-9151 Date: III I-) To: Building Department From: Peter Anthony Cafaro III Re: Permit Reassignment Owner.GtQ4le t New MW �09bsi 31"Ch h I -1510 T eavl P vt San- b(cl , P% x I-) Permit # 1 15 To Whom It May Concern: Sa n;-ard Asa- Soo 33� After multiple failed attempts to schedule the final inspection for the above referenced permit due to the homeowner's refusal to respond to our phone calls and certified letters, I hereby ask that the responsibility of this permit be removed from Lowe's Home Centers Inc. and Peter A. Cafaro III, transferred to the homeowner's name or closed in whatever manner your municipality supports. A- not wish to have open or expired permits on my license. l I� Thank you for your assistance in Sincerely, Peter Anthon afaro I II State Lice Qualifier Lowe's ome Centers Inc. C 08417 CV, 326824 State of Florida County of The forgoing instrument w take an oath. Sworn to and No.public My commission expires before me as Peter Anthony Cafaro I II, who is personally known to me and who did not me this of Q uQ NI GALAS •4".".• CHRISTY • ►JIY COtv110 SION F29. 2066 17 •::.:a°`, E:(PIRES September 29, 2017 .' �.", °`•• `+ Service.com i.10713?H pr>� RprideNolary Date: Z 6 To: C Hum, e" T" 'T,� ChCY6, 177,E AcJ� Re: FINAL INSPECTION NOTICE Lowes has been attempting to arrange for the final inspection by the local building department on your permitted project of Wi() LAS, installation. Your local building department requires your cooperation in doing so. Please contact the prbdu tion office of the Lowe's store where you purchased your installation (phone #do%•C&•Cbj by 5 1-7to schedule your final inspection. If Lowe's does not hear from you by the above date, the municipality named below will be placing the permit in your name. It will then become your responsibility to communicate directly with the building department for a final inspection appointment. Fees may incur if a final inspection is not performed before the perrnit expiration date. (This will be the responsibility of the home owner.) Please allow this to serve as final notification t ou ing Lowe's with scheduling the final inspection before the permit is turned over to the Ci County) Building Dept. #�6-15121 Thank you for your continued business and understanding in this matter. Sincerely, StgFeWhiger Lowes of --4 0 _o 0 Ln Ln 0 _o m C3 0 0 0 0 Ln 0 _o a 0 --4 0