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1102 W 10 St; 18-4118; WINDOW AND DOOR REPLACEMENTCITY OF OCT 0 2 2018 PERMIT APPLICATIONaq) BUILDING DIVISION Application No: / ' q O Documented Construction Value: $ S 0 © 0. 0 6 Job Address: U 6Z Nts 4 l r _54, Historic District: Yes No Parcel ID: Residential El Commercial Type of Work: New Addition X Alteration Repair Demo Change of Use Move Description of Work: Lf boor 5 2. (t> > In oiC v S > , I Plan rR..eview Contact Person: Phone. p0oe Fax: n ++ Title: Email:I vl tJ S -- W tJ e- 10 I,0 M ej Property Owner Information J C-ch ou, G' G'I' Name ( s 5 % <A1/,C eI • Phone: qb-7V_ / /- Street: 161 i11 Y Wcfl G• ( 4 I L.Q 6 61 l Resident of property?: City, State Zip: I 1 Contractor Information Name _ CA AA- V ri, ki Phone:( Lf(Mzq Et Street: JG2-5Iy P ink14 1Is % Fax4, "1 —3 P City, State Zip: C) C Coj 64 , a 3247S' /1 G StateLicenseNo.: l(/1/ 1 li `FJ CJ Z-I Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date. Wh Edition (2017) Florida Building Code 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. Signature of Owner/Agent Date XSirh.ture of C..,,r/Agent Date Print Owner/Agent's Name `0 Signature t r r{ paw_ L 40y Notary Public State of Florida` t;Savitri Ramdialp•My Commission GG 25a615p Expires06103i2022 Owl t Me or Produced ID Type of ID Print Contractor/Agent's Name c Signat t f 1 r' a ate Notary Public State of Florida Savitri Ramdial My Commission GG Expires 09103 Cont e s a Kn n 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: Total Sq Ft of Bldg: 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:_ ';r /e- 1S• /k LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: i I I hereby name and aPPolilt, an agent o f._a-S _ &Iyt Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work ocated at: i d Street Address) Expiration Date for This Limited Power of Attorney: I) License Holder Name:-bWit1 f mrl 6, State License Number: I C1515SZ—Cj Signature of License Holder: &-" ti STATE OF FLORIDA COUNTY OF Lran, c The foregoing instrument was acknowledged before me this 200 9' , by N4r1 wa- 11 I to me or who has produced identification and who did (did not) take an oath gday of 6,4- who is ptpersonally known Signature Notary `ic;al) SGCUCEY`tG/1''lc Print or type name Notary Public - State of Commission No. &GZ-51 ' jajS My Commission Expires: 3 Z RiKicStateof FloridaRev. 08.121 dialsion GG 254615 3/2022 as Lj 17jvdvo I I Igvvzv 1_1 jpg ljrLv image, i i iy x zll pixels) - Sc. http: //parceldetail. scpafl. org/FootPrintImage/25193 050811140020... RECORD COPY u` Sketch byApex Sketch Iff REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE of 1 10/1/2018, 10:52 AM Florida Building Code Online aim Submit Surcharge [ Stats & Facts 1 Publications C E3cls Site Map 11 links Product Approval USER: Public User PyL4i Lpgroval Ment >oPr r . ___ ' ? pjilication.tist > Application Detail, nticat'gn S=v h FL # Application Type Code Version Application Status Comments Archived Product `Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16468-R12 Revision 2017 Approved JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeid-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd, Klamath Falls, OR 97601 800) 535-3936. customerservicea.gents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed FloridaProfessionalEngineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.EEvaluationReport Florida License: PE-73778 Quality Assurance Entity National Accreditation and Management InstituteQualityAssuranceContractExpirationDate12/31/2018 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL16468 R12 COI CQ1 JW SS 2015 04 27 Rd Referenced Standard and Year (of Standard) Standard Year TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F116468 R12EaEa li _ASTM E84 Et7 iva(en y 1 etier SS 07 7-08- 7 pjf Sections from the Code https://www.floridabuilding.org/pr/pr app_dal.aspx7param=wGEVXQWtDgvXaHHDwAAyb18X63XgEOj%g2be7Ru4%2fFdRXrZyGfFWLhcBQ%3d%3d 1/2 7/27/2018, Florida Building Code Online Product Approval Method Date Submitted Date Validated Date. Pending FBC Approval Date Approved Method 1 Option D 10/02/2017 12/22/2017 12/22/2017 02/13/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG. EVXQMDgvXaHHDwAAybl8X63XgEOj%a2be7Ru4°/a2fFdRXrZyGfFWLhr,BQ%3d°/a3d 2/2 jKb l XN_ DESIGN PRO / SMOOTH PRO / STUDIO NON -IMPACT FOR USE 1N THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCTSHOWNHEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBQ, INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TAS202-94 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 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. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT. ACTUAL CONDITIONSFOR A SPECIFIC SITE. IF 51TE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR. ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT, A. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. 6- PANEL -DOOR SHOWN FOR ILLUSTRATION PURPOSES.. ADDITIONAL PANEL. CONFIGURATIONS AND FLUSH DOORSARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE ") OF 9:.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION, IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) : RAT "10= OH LENGTH> OH HEIGHT IS 2 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES; AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 B OPTIONAL 2X BUCK ANCHORING' DETAILS AND QUALIFIEDSKIN PATTERNS 4 A VERTICAL ASSEMBLIES. 5A HORIZONTAL ASSEMBLIES,. GLAZINGDETAIL 6 A _- WOOD SUBSTRATES 7 A CONCRETE SUBSTRATES _ B A CC)tr1PONENTS&'BILL OF MATERIALS PREPARED BY: Ilk BUILDING DROPS, INC. 39! (; TNYy, afAQj 6LYC-STE.:Jab ON61 BEACN: iti3(D9 f35E1:T998xaa cAr; IsSaPao: Ar3a wee ww: w*nymcsm,; 4 37112' MAX._ Z H m L9 O' O.A. WIDTH w J aV 51OQgs371J2" MAX. O.A. WH IDT a yp Z 10 Z. 2 0W x zLU Wm x mm 5- 4: w z. wzstiQQv TTS ® F'— LlJ 2 9 J z a ACTIVE z a J p 50 ACTIVE I O ? n I REMARKS - - - BY .DATE z M AddA./5111, Multi Goint.L., GL ui191: TYF. NOTE: DOOR5 SHOWN ABOYE. MAY BE.LF.FT OR RIGHT NANOIDBERATING- ODORS. CONFIGURATION MAX..OVEIIALL NOM INAL SIZE DESIGNI DESIGN PRESSURE I PSFMISSILEINSWINGOUTSWINGIMPACT i' RATING POS, NEC. POS. NEC. Ij'—' WIDTH HEIGHT 6565' 65 NON - IMPACT X 3,-0" B'- D" 50« SD 50' .._50 NON -IMPACT j n. v,-,—YY.gl- irvlB.IKAT10N APPROVEDSILLS. 2 .'L o UigltWY s"KT od DY HermesF', Nomm. Reasor I am. approvingt4isd— IR, Date: 2017.0ZO8 151 9. 46 .05'00' DATE 02.05.14vTimCHK— SS MSS SCALE: NTS DWG. #: AO1O861A SHEET: OFS 1 INSTALLATION NOTES; 1- ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACHANCHOR LOCATION -SHOWN 2. SHIM AS REOUIREO 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'ANON -COMPRESSIBLE COMPOSITE OR BETTER. 3. MINIMUM EMBEDMENTANID EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TOSTUCCO, FOAM, BRICK VENEER, AND SIDING: 4, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVEA CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOTINSTALL INSTALLATION ANCHORS INTO MOR IAR JOINTS. EDGEDISTANCE 15 MEASURED FROM FREE EDGEOF BLOCKOR EDGE OF MORTARJOINT INTO FACESHELLOFBLOCK: 6, FOR 2XSTUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X SUCK CONCRETE/MASONRY CONSTRUCTION. 7- INSTALLATION ANCHOR CAPACITIES FOR PRODLJCrS HEREINARE BASED ON SUBSTRATE MATERIALS WITH THEFOLLOWINGPROPERTIES: A-WCOD - MINIMUM SPECIFIC GRAVITY.OF 0.55, 8- CONCRETE -MIN MUM COMPRESSIVE STRENGTH OF 30M PSI. C. GROUT -FILLED rMlU-. UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTHOF2000PSIANDGROUTCONFORMSTOASTMC476, MINIMUM GROUT COMPRESSIVE STRENGTH OF2000 PSI. 0- HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTMC-90 WITH MINIMUM COMPRESSIVESTRENGTH OF2000PSI. 8, SEE SHEETS BAND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEOMENTS, AND SHIM SPACING. 9, OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION Of HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. AN - OR TABLE fil" DOORS V DOORS ANCHOR TYPE ANCHOR MIN. EDGE SIZE SUBSTRATEMIN, EMBEDMENTDISTANCE MAX. O.C. MMI 0,C. SPACING AT SPACING AT JAMBS IAMBS WOOD SCREW 10 2X WOOD SUCK ORFRAMiNG 1-112" 3/4' 17-1/2 17-1/4" 3/ 16" C ONCRFTE/CMU 1-1/4" 2 1/2' 17-1/2- 1/4' ELCO ULTRACON 11.4- CONCRETE/CMIJ B,-CONC ii4- 17-1/2" 17-1/4"] I - CMU ITWTAPCON 3/16- CONCRETTIcmu, 1-1/4" 3, 82 lit" I. PF4 SoRms DETAIL8, TYP. HOPP7E rEBOTTOM S.m MULTI -POINT SHOOT BOLT BOLT PLATE PLATE LOCATION HOPM #2098911 SILL SECTION VIEW SEE OETNL6] V2 ")( 2112"PFH SCREWS TYP. HOPPEHOPP, MULTI POINT SHOOTBOLT PLATE LOCAl ION RH PLATE SHOWN) 02 HEAD SECTION VIEW 3" Typ_[,T_ Q,A, WIDTH C2 C2 3" TYP, M. P % MF40.jLAYOUT NOTE NQANCHORS REQUIRED AT THESILL FOR SINGLEDDDRS(X)2NLY. NOTE: INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE. PREPARED RY lk BUILDING DROPS, INC, Lij b z z Ufa o 0 z I. ddAOA0LMUftil.hll,kI Ct 166,151A aw SCALE: DWG. #: K TYP. ANCHOR LAYOUT 1/4' Mlk'EMBED TYP, TABLE T2X WOOD BUCK INSTALL. 1-- ZX -I.. 1U111 INSTALL. ANCHOR PER BUCKANCHOR TABLE T2X WOOD !,LBUCKINSTAL NOTES: 1, 2X BUCK iS NOT FOR INSTALLkTION AT SILL. 2, ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3 J SL230 SLI30, LEFT SL130,RIGHT SL230, Slr SL130' 8*0" S1.220, LEFT 511.220, RIGHT SL300, LEFT SL300, RIGHT SL600 QUALIFIED SKIN PATTERNS 250± meXia" CI"O . 030taolo TYP. GROOVE DIMENSIONS PREPARED W. I Ilk BUILDING DROPS;ANC. F o 7 c- nm'. 02.05.14 G.L/TJ: M T— SS/MSS SCALE: N-T5 DWG.#:AO10861A SHEET: oFa 3 11 INTERIOR DMIOR- 11 5 INTERIOR j „ E TENOR OPERABLE HEAD OPERABLE SILL OPERABLE SILL OUTSWING SHOWN. INSWING SIMILAR 4 INSWING Q OUTSWING ENDURAZAIL4565F - AFCO i-2297 11 EXTERIOR _ .INTERIOR- M-MOR D{TERIOR. / 7 INTERIOR EXTERIOR j a 5 OPERABLE ADA SILL `C61 OPERABLE SELL INSWING/OUTSWING \ INSWING ENDURAHCISODO ARCO A-276/P-20DO 7.z R INTERIOREXTERIOR I_ OPERABLE SILL EI OUTSWING OPTIONAL AFEO A417 OPERABLE SILL OUTSWING BUILDING DROPS;.INC. 3 E. LUNI0. BEACH 9LVU., STC. 33A.: lu UA 6GCH FC33tOb PN ( M1 A94 M FA 119AI/4. m WEB: W AYfrgGogi:m m H r g g d ct W WctiG d rg zwG ZIx LU QW OPTIONAL AFCO H-497 1`t' ? 7 0 o' cctoP: w°'. s9M c.y c.omva 6pigs 9. INTER.IOR EXTERIOR rave ce9a.nnoac0.wecw .ua. a:ik OATEN 02.05.14 DWG. Y: CHK. B Y: GUfjM I SS MSS OPERABLE SILL tvTs CALDwG. LII, aurswlNG DWG, n: A(}10861A OPTIONAL ENOURA 26$L4565FSHEET; - - OFS 4 j LOCK JAMB 5 OUTSWING SHOWN- INSWING ,SIMILAR W HINGE SCIIFOULE DOORHhGHT QUANTITY HINGE. DETAIL AT JAMB: PIAgE # 4 X2-1/2" PFH SCREW NEXT TO W FATHF,RSTRIP USE 1" LENGTHFOR 8'-0"-DOORS HINGE IAMB OUTSWING-SHOWN• INSWING SIMILAR 9 - #0 X 13/4" PFH 13 _ V8 X 13/8" PFH (6--8" UNITS) 8 94 X 21j2' PFH Vd( HARDWARE F / 7 S.-.#8 X 13J8" PFH (8'-0"UNITS} W! STRIKE HARDWARE: t 6'-8' &8'-0" UNITS) W/STRIKE HARDWARE // 1- MPISTRIKE PLA?E COME5 W;" HARDWARE4-MPL STRIKE PLATES 20 EXTERIOR EXTERIOR It INTERIOR o iNiE1C0$ 4 - #8 X 1 3/8" PFH 1 REINFORCEMENT2512ATE. o. HOPPE Pf4Z512246BUILDINGDROPS, INC. 398 F.. MNa8i0.fk1 &.Y0., Sl'G-;t'k ORHu.eERCH, Ft33D]i vqx'. (45RIt, M.ITi6.. VtEB: w. w.hu7_&'4d 9Vs. ccmo .s J w LL ^ m O N I— uj 2Qozf— Z. syx S Z N Z+ W or O 03ti t- 4`\ R© CKWELL MULTI -POINT LOCK JAMB (5 HOPPE MULTI -POINT LOCK JAMB /-6-- HOPPE MULTI -POINT LOCK OUTSWING SHOWN- INSWINGSIMILAR C OUTSWING SHOWN -INSWING 51MIlAR ,. TOP REINFORCEMENT PLATE- ACTIVE PANEL ONLY DATE; 02.. DWG. Y GL/fJMSCALE: N A0, F. MIN. EDGE DIST. SEE TABLE SHEET 2 aW w N' w J 2X WOOD BUCK zQ r gN ED WOOD ANCHOR SEETABLE ONSHEET 2 j _HEAD (TYPICAL)_ OUTSWING SHOWN - INSWING SIMILAR r OPERABLE SILL OUTSWING ,,-NOANCHOR: REQUIRED AFCO 1-2297 OPERABLE SILL OUTSWING- NO ANCHOR REQUIRED AFCO A-117 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE. ACHIEVED. PREPARED BY: 2X WOOD BUCK BUILDING DROPS, INCWOODANCHOR -aw E. wuu [EACi u', ST[.3ASEETABLEONSHEET2 eucn Aiwoa Ilssatm SILICONE rex laupu rte j' +EB •ww OWa nl Wieom. X ID Q y mFDA0:25" 2 p ;g MAX. 2x wool RUCK a O Y aSHIM MIN. EMBED. SEE TABLE SHE& 2 JAMB TYPICAL o21i ) 3 OPERABLE SILL o z z_ OUTSWMGSHOWN -INSWINGSIMILAR INSWING- NO ANCHOR REQUIRED ENOURA ZAIL456SF O SILICONE SIUCONE 7 2X WOOD BUCK 2X WOOD BUCK F- REMARKS BY• -DATI AOC, ADA silt Multi-Pont;tncl Gt 6139/ OPERABLE SILL OPERABLE SILL 6 INSWING - NO ANCHORREQUIRED OUTSWING - NOANCHOR REQUIREDAFCOA•276/P-2000 AFCO H-497 SILICONE SILICONE 2X WOOD BUCK- 2X WOOD BUCK 9 OPERABLE SILL C'1d1 OPERABLE ADA SILL 6 OUTSWMG-NANCHORREQUIRED INSWING/OUTSWING- NO. ANCHOR REQUIREDENDO.URA.ZDBL4565F - ENDURA,HCI5000 DATE: 02.05.14 DWGDWG- Y:TK. GL T1M SSI'. SCALE: NTS DWG. n: A010861, SHEET; 6 MIN. EDGE DIST. SEE TABLE SHEET 2 Q I CONCRETE MASONRY BY OTHERS iX W000 66 OPTION. E> CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) Z/ OUTSWINGSHOWN -INSWINGSIMILAR r re'e0• soe-%re.. CONCRETE/ e BY OTHElibi OPERABLE. SILL OUTSWING-NO ANCHORREQUIRED AFCO 1-.2297 SILICONE d d: a e 0 CONCRETE( MASONRY BY OTHERSOPERABLE SILL 7 f OUTSWING-NO ANCHOR REQUIRED AFCO A-117 E> OPTIONALLY,ANCHOR CAN BE PLACED INNARROW SECTION OF HEAD OR. JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 1X WOOD BUCK w. OPTIONAL) CONCRETE AN SEE TABLE ON N I 0. 25" IL-I--- MAX. SHIM SILICONE C CONCRETE) MASONRY By OTHERS r--1 — LUNCRETE/MASONRY BY OTHERS MIN. EMBED. SEE TABLE SHEET 2 JAMB (TYPICAL) OPERABLE SILL OUTSWING.SHOWN- INSWING -SIMILAR , 7 INSWING- NO ANCHOR. REQUIRED ENDURA ZAIL4565F SILICONE d d o a o. CONCRETE/ MASONRY BYOTHERS r6--\ OPERABLE SILL 7.. INSWING- NO ANCHOR' REQUIRED AFCOA- Z76(P-2000 SILICONE G !. A p 6 a, CONCRETE/ MASONRY BY OTHERS OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F SILICONE d a d a. CONCRETE/ MASONRY ByOTHERS OPERABLE SILL T OUTSWING - NO ANCHOR REQUIREDAFCO H- 497 SILICONE d d V. G a. CONCRETE) MASONRY BY OTHERS 40 OPERABLE SILL 7 %OUTSWING{ INSWING- NO ANCHOR REQUIRED ENDURA.HCISDDD ADA IkIi BUILDING DROPS, INC. i$A. E GNNN AE1CN BtYD.: STE.338. DANU AfAiH, Fl33pN' PH 1' R/0ADjR. r YiaVsaA]3b' O m F OZ F b e a 2 o d R x ''' m ` o: ZF- O p2 wt.) a O u f=- DATE: SCALE: NTS DWG. #: All10861 A 7 BILL OFMATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/IAMBS FINGER - JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 NOT USED: 3 NOT USED, 4 ENOURA'ZAJL4565F THRESHOLD 5 AFCO.Y-2297THRESHOLD 6 AFCO A-276/P-20W THRESHOLD 7 AFCO H-497 THRESHOLD: B AFCO A-117 THRESHOLD' 9 ENDURAZOBL4565F THRESHOLD 30 ENDURA HCIS000'ADA THRESHOLD 11 WEATHERSTRIP URETHANE FOAM.& POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 1. 1NOT USED) 14 NOt USED) 15 10 WOOD,INSTALLATION SCREW -W/11/7."MIN, EMBEDMENT STEEL 16 CONC:JCMU ANCHOR-(SEEANCNOR TABLE SHEETS 2 & 3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 51 STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DE-ADBOLTSERIES 780STEEL 20 ROCKWELL MULTI -POINT TONGUELATCH9 732287686.8 UNIT ROCKWELLMULTI -POINT TONGUE LATCH #73228780 8-0 UNIT STEEL STEELHOPPE MUU-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD: SHOOT BOLTPLATE LH:#87R4091. STEEL 21 HOPPE MULT-POINT HEAD: SHOOT: BOLT PLATE RH i11783923STEEL. 20 ROCKWELL MULT-POINT LOCK 79" 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 iL W b 0O I 1.65" 4 FRAME HEAD/IAMBS ENDURA THRESHOLD L4565F AFCO J-2297 AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE (LH) z2VARIES, SEE BOM ABOVE '* THRESHOLD THRESHOLDS THRESHOLD j' 4. 563"4,56" ' f AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD n`\ AHD S RoADZOBL4565F1O i ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE (RH) THRESHOLD4. 56" .1.75' - PREPARED OY: BUILDING DROPS, INC. 3 E:._dEACIi'p(vp:;.>tF. 33e LNNM BFACN,'L 33ppi VN, laie{3R9M]e rr" v:l?f1Va.niyeWEB'. mw buedrtaeEmw;wm: V, O x Qo mW0= g O O L Off. U cG aa a. Q 4 o h Qp En 024 Z Zs QQ w } lea 0 vS F. Np Z • Si 2 'p fl TT FktY < EXi.UF , DATE: 02.05.14 DWG. Y: CHK. Y: GL T1M SS MS SCALE: NTS MCA,: A010861A SHEET: O F8 8 7127/2018 r Pr®fesst k tH6t Topics e. Produtt ApprovaliuSER; Pub,,, User Florida Building Code Online Submit Surcharge I Stats Facts I Publications —ntact us Product A122 1§ Men > Prod oiilelaE'on e4&t or A—---A2pii [ nil -> . St Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval FL21637-R3 Revision 2017 Approved Approved by DBPR, Approvals by DBPR shall be reviewed and ratified bythePOCand/or the Commission if necessary. MI Windows and Doors 650 West Market; Street Gratz, PA 17030' 717) 365-3300 Ext 2560bsitlinger@m1wd.com Brent Sitiinger bsitlinger@rriiwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers AssociationStevenM. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 Year AAMA/WDMA/CSA 101/1.S:2/A440 2011 AAMA/WDMA/CSA 101/1.S.2/A440 202011 Method 1 Option A 03/ 02/2018 03/ 02/2018 httpsa/ www-.floridabuilding.org/pr/pr app_dti,aspx?param=wGEVXQW'tDgsgxV7TjKGeecQb2JXWyVVrw1MvKiXxQnN3VrgSOr%o2f58w"/03d%3d 11'2 NOTES: 1.. THE PR0DJCT St OWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTS0. THE FLORIDA BUII.;OINC> CODE. 2. WOOD PRAWN AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYT'O,NSSFR A:,t. ADS TO RUCI RE; FRAMING AND MASONRY .1?FNING IS THERESPONS.I307Y 0 :HE ARCHITECT OR ENGINEER OF RECORD. iY RUCK OVER MASONRY/CONCRETE. IS OP"IIONAL. 4. WHERE SHIM OR ;SUCK IIC.KNESS IS LESS THAN 1 -1/2'' WINDOW UNITE MiST HEANCHPIJTHROUGHTHEFRAME114ACCORDANCEWITHMAJhFAJR_R.'S FtJBC SHEDTINSTALON ;INSTRUCTIONS. ANCHORS SHALL BE SF..Cl12SIY FASTENED DIRECTLY :.N'TO50h2CONf2EO;r OTHER SIRI 'fURAt SUBSTRATE MA ERAt... 5 WHF. E WOOD BUCK THICKNESS IS 1 /2" OR GREATER;,BUG:( SHALL E3L SFC;JRELYnA_T; ti D TO MASONRY, ONC.2E'E OR OTHER STRUC t PAL SUBSTRA?'E. WINDOW UNITS MAYBEANCHOREDTr30UFFRAM ?C SECURED WOOD BUCK IN ACCORDANCE WITHMANt1fACTt,RLi? PUBLISHED NS„ LIA ION INSTRUCTIONS, 6 WHER, IX, BUCK S NJf USED DISS.IMil.AP MAI...RIALS MUSTB3: SEPARATED,VA7}i AF'PRCVET: GATING OR MEMBRANE. SELECTION OF COA:TNC OR MEMBRANE 'S THE RESPONSIBIEITY OFiER,,H:.IECT OR ENGINEER OF RECORD: BUCK HALL EX. : ND BEYOND :WINDOW INTL 2 vk FACE 5( THAT 'JLL FRAME SUPP: RT 1SPROVDED. 3 FOR FIN NSTA_-ATICN SHIM AS NE JLO FOR FRAME IN IA,.LAT'IN SHIM AS RF(_UIRED ATEACHANCHORLOCATIONWITHLOADPAI21NGSHIM. SHIM WHERE SPACE OF 1j1G" GRE:A1 R O.CJRc MAXIMUM ALLOWA,31 SHIM STACK TO BE, 1/4" 9 SE'IMS SHALL BE LOCATED, APF LIED AND MADE FROM MATERIALS, AND THICKNESS CAPABLE. OF SUSTANINC APPLICABLE _DADS. 0. WIND LOAD DURA ION FA( 3n -!=i 6 WAS LjSFD FOR WOOD ANCHOR CAL U A iONS. 11. FRAME MA1 RIAI. CXT?JOED RIGID PV'C. 12 UNITS MUST BE GLAZFiD PER ASTM E 500...04/09. 3 API ROVED IMPACT PROTEC VE SYSIEM _ I-RJEQJ1RS,-C} FOR "HfS PRODUCT IN MINT 3ORNEDERRISRF :IONS 4 FOR ANCHORING -IR•OJGH FINhNTO WOOD FRAMING OR 'X BUCK USE #6 WOOD SCREWSYfTHSJIFI .EN7 LENGTH TO ACHiEV A 1 ;1/4 MINIMUM _MBE:DMr-Ni 'INTO SiIBSTRATE. L CAPE AN AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. __. _ DE -;?IPTj;a;N .. 1 NvT.:S 3 ' IS INSTALIAHO;J REVISIONS 4[$CRIPTIDN M*E_ REV'SE"[7 ,4NCNORS' D2/271t9 15- FOR ANCH)7NG THROUGH FRAM_ INTO WOOD FRAMING OR 2X BUCK USE #8 WOODSCREWSWITHSUFFICIENTLENGTHTOACH''IEVEi A, 1 1./4" MIWMUM EMBEDMENT INTOSUBSTRATF, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 6. Uk ANCHORING THROUGH' (";2A11E INTO MASONRY/CONCRETL USE 3/1_' TAnDNS WIT MINIMUM. SUFFICIENT LENGTH TO ACHIEVE A T %A'- MNIMUM [MBL MFV iN"!`U ALES RAT. W!7. 1 ?:" TAIL EDGE DISTANCE, I..QS. r:ATE ANCHORS AS SHOWN. <N , LEVATIONS AND INSTALLATION 17 FOR ANCHORING THROUGH FRAME INTC METAL STRUCTURE USE #8 SM:S OR SELF DRIL;JNC5REWSWr, S FFICIENT LENI T9 TO ACHIEVE .3 THREADS MINIMUM BEYOND :S-IR J FzL NIFRRWALLLOCATEANCHC"'G AS SHOWN IN ELEVATIONS AND INSTALLATION DrTA;.S. 18, Ai.A.FASTENERS TO BE CORROSION ;2ESSTA:NT. 19.. INSTALLATION ANCHORS SHALL FI INSTALLED IN ACCORDANCE WITH ANC. 'JR MANI;FA,IURERSNSTA .AT'ON IJSTRUCTIONS AND s C'HOR-S SHALL NCI BE ;J`;ED i N SU2,7RATE WITH STR N IHS .LESS THAN THE MINIM: STREN. TH cuF_CIF.cD 8^E(.'N A. WOOD: MINIMUM SPECIFIC GRAVITY OF Gl:-0,42., B. CONCRETE MINIMUM =COMPRESSIVE STRENGTH OF 2,000 PSI, C. MASONRY HOt sW/FIL ED BLOCK PER 5TV 9WITHFm2;000PI MNI1M,D. ,_SSTEEL i. U (C14S ) , Y=33KS/FJ 5.2KSi OR ALUMINUM 606 3- T5FU30N048" TH CK M;NIVIJM 20. GEOMETRIC SHAaES AREALSOAP ;OD. F I REVFD GFOME.RI( SHAPES 71M r S INS TALL NOT EXCEED INSCRIBED DIMENSIONSOf: APPROVED R. IN SHEET iNGt ::r. ,{.>5EMBY >HSHOWNz. q PROVED SIGNED. 0212712018 MI WINDOWS &DOORS, LLC 6GRA? NZ,SPA MARKET030 C370T`~``: t t1r1L1r11/50i. L( 3/J,i' SERIES 1620 SH REINFORCEDNON - IMPACT X 83 yti ' S p— tp G b_ 1'/2" NOTES" w're11j30Jt6 1 OF 11 A Ai1fl4NA IENN`N t_. ROSERTO LOMAS P. E. 7432 WOODFORDRDLEMSV'fLL' NCMP3 Luis R. Lomcs P.E. d' Ntaynuarc RwmRspe.rorn FLNo.: 62514 4,....... _ 4J 112" FRAME WICTH 4" MAC X — d— 72" MAX. IIIIIO.C. I o 7.. MA ally i 83 f PAV. — I I N3 7ix.. FRAME I f L4:,.1__._..— MAX. '. 4.7 /2" FRAME VAD"?1—...._.I 71 1620 SH REINFORCED 1620 SN REINFORCEDRECTANGULAR - FOR NUMB :R EXTERIOR VIEW 0? A. HORS DESIGNER FINLESS& FtANGE INSTALLA TION REOJ R ( EXTER/OR:VIEW GE;. CHAfti # 1 :FINLESS & FLANGE INSTALLATION DESIGN PRESSURE RATING_IMPACTRATING t45.OPSF I NONE 47 1.7`X83 1i2' UNITSHOWN, OTHER SIZES APPROVED ASLONGASFRAMEAREADOESNOTEXCEED27.54, FTI - NOTES 1, MAXIMUM SASH SIZE: 44 314"X 41 4116' 2. MAXIMUM D. L.O.: 423/4' X 38' JISION`i RfY pF$..R! IGk. h RFVIS b ANCiiba,5_ CK'x APPRpv[p Ct•2/2.7 ld R.L. lLmber o{ enahorleeatlone required. Frame " Frame Width (in) H. lght 1&00 -24:00 300o 38.00 12.00 (in) Need Jamb Road Jbmb Noed Jamb Hoatl Jamb Heed Jamb 47.50 3 Head Jem: 24.00 2. 3 3 3 3 S0.0o 2 3 3 3333434 aSGOo2 3 4 3 4 4 3 5 3 4 4 4 5 4 moo .2 5 3. 5. 3 5. 4 2 5 .. 3 5 3 4 4 5 4 5 • 4 5: 5. 6100 5 4 ft. 00 2 6 3 6 3 6 462..00 .2 - 8 3 5 4 5 5- 5 6, 4 6 5 ..6@36472.00 2 7 3 7 3 77a-W 2 7 3 7 4 6 4 6 5 6 7 4 7 also 2 8 3 a 3 4 7 5 7 FOR NUMBER OF AJqcH.()Rs RE jIRED SEE CHART #1 SIGNED: 0212712018 h1f WINDOWS & DOORS, LLC tilttltrtrl7650WESTMARKETSTREETSft - L jGRATZ: PA 17030-037fl SERIES 1620 SH REINFORCEDNON —IMPACT 47 112" X 831/2"FINLESS & FLANGE ELEVATIONSa. ie OTATPoor 08 02998 s F A NTS WE' 11/30pS e.1r2 OF T, QNkt1 L. ROBERTOLOMASPE, -- 74 wWCX7DFOR DROLEYr1SVILLE;NG270234346aB-0 9 Luis R. Lamas P.E. d•1.ss@Irtamaspa.com FL No.: 62514 47 1 /2" FRAME WITH' —.-' 3" MAX .—j I 8 MAX g` MAY I a.C. -) B" v4h c' r, 4 III FRAME rI Ll1I 017 12 FRAME 'WIDT'H MAX I I I 7' I 1/ Q ' I MAX ..— 3.. 3" MNC MAX 11C,: rI18" 83 ./2, tttFRAME HF'iG7T I. 1620 SH REINFORCED RECTANGULAR FOR NL 1eER 1620,SH REINFORCED EXTERIOR VIEW - OF AN„l-ORS DESIGNER FIN INS.TALLA.TIOIV ARE:0U REG EXTERIOR VIEW' S7E CHART #2 FININSTALLATION DESIGN PRESSURERATING IMPACT RATTING t50.OPSF I NONE 47 f/2"X63172" UNIT SHOWN. OTHER SIZES APPROVED AS LONG ASFRAMEAREADOESNOTEXCEED27.54"FTI NOTES: MAXIMUM SASH SIZE 44 314"X 41 S'16 2. MAXIMUMD:L,O.:42314"X38" k visrons REVISED ANCHORS 3" MAX 1*19ht FOR NUMBER OF ANCHOR,, REQUIRED SCE CHAR- (r•;? MI WINDOWS & DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-037G SERIES 1620 SH REINFORCEDNON —IMPACT 47 1/2" X 83 1/2'" FIN ELEVATIONS JRAWfJ; iiN; "JC. '' 08-02998 NTS11/30/16 '°"`= 3 OF 11 L. R0BfR-,0 LOMASPE. 1432 W00DFORD - LEW/SV,' CE, NC Z7023 OAiE _ APPROVEG 02/ 2.7/ 8 1 R.L. SIGNED.- 02127120.18 11, 111,0111 Q TOF ZORiDt- Luis R. Lomas P.E. FL No.: 62514 V?OD FRAMINC OR 2X BUCK BY OTHERS BACKER ;ROD APPROVED SEALANT BACKER -ROO APPROVED SEA+ ANT WOO FRAMING O!i 2X BUCK BY 01 HERS 114" MAX. _I SHIM SPACE LAD To E_ ,E. J A BED Or APPR VED SEALANT II . N EXTERIOR lNTERlpR VERTICAL CROSS SECTION Wp00 FRAMING OR 2X BUCK INSTALLATION SILT: -0 BE SET' N r BED OF APPROVED SEA: kNI 4 MAX. W SPACE 1/4" MIN_ EM1ECh<EN7 1f2 YIN. EDGE DISTANCE SCREW I WOOD -FRAMING OR 2X BUCK. BY OTHERS BACKER RUD Ec APPROVED S?ALAN? F?EVISiOIJ$ DESCRIPTION' .. Rry9ScANANCHoRs._.__.—.-- 1..... 1/4 VAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOODFRAMING OR 2X BUCKlNSTACLATION NOTES: 1 INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY. 2 PERIA4ETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED INACCORDANCE VVITHASTV F2.f 12 MI WINDOWS & DOORS, LC 650 WEST MARKET STREET GRATZ. PA 17030-03.70 SERIES 1620 SH REINFORCED NON -IMPACT 47 1/2" X 83 1/2" FINLESS INSTALLATION DETAILS R.L. 06-02998 NTS carc 1 iT /30j16 see''4 OF I i ROBERTO itM4A5P,f: 1432 Vl000FORD RD LEWISVIUE, NC 2:023434-68&0609 rllarnay 3h{prjy p,g.Cpm DATE A'PROVCD R.L. SIGNED: 0212712018 v G n8,•gcP f TAT E O w c+`•L0R40P Luis R. Lomas P.E. FL No.: 62514 MET.At STRUCTURE By OTHERS APPROVED SEALANT BACKER ROD APPROVED SEALAN'? METAL STRi_GTUF?E BY oIII-R 1/A." MAX. SHIM SPA':;,;; HEAD TO BE SE' IN A. BED OF APPROVED EALANi. EXTERIOR i i -- J'T): INTERIOR.. 1 tJb VERTICAL CROSS SECTION METAL STRUCTURE .WSTALLA-TION S<LL TO 3E SET IN' A BED 01. APPROVED SEALANT 1/4" MAX. SHiM S.=PACE 1 /4" MAX. SH& SPACE 12" INTERIOR OCE I1.TANC . 1 y T _-. I f Il.R J- SM" SELF DR!.LI.'J.C, I., sIRLw7. a I .rt'L_ METAL EXTERIOR S'R'.CTLIP; IBYOTHERSUAcCKERr'GD APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: Y. INTERIOR AND EXTERIOR FlN1SHES', BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BEDESIGNEDINACCORDANCEWITHASTME2112 RcJ!u^UkS- REVISEC ANCHORS MI WINDOWS & DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCEDNON —IMPACT 47 1/2" X 83 1/2" FINLESS INSTALLATION DETAILS oaaw : awc s;o. R. L. 08-02998 r.ALE NTS L. gOBFRTOIOMAS P.F... 1432 WOOOFORD RD LEWISVILLE, NC 27023: 4344U,x>oa rttarrasLafNomaspe.ccn GATE A"PROTEl) SIGNED: 0212712018 afii ENSFgs V TATPpOF I 0RIOt Vie` 10NAL1 6N Luis- R. Lornas P.E. FIL No.: 62514 CONCRETE/MASONY - -- .- ..... ..._—_...... By DT14'msv' — _ GPS RICTICh OAT- APPROVED NS hS AhCH04 1 — PTIOdAL 1X BUCK,. SEE UOT SSHEET 7 ^ a.. 1 1/4" MIN. ^/4 o EMBLDMFN'p vAX. SHIM SPACE Cy .........CONCREr (MASONRY mot" 1 ,,PA r BACKER ROD (c. _ I BY C?HC135 icCAPPROVEDit ]l —jI 't /4" MAX. SEALANT t_ ? H.0 SPACE ! P iONA IX BOCKj j IC SEE NO,E 3 aHEAD, G BE SrI 'HEEIN -A BED OF ` I I APPROVED SEALANT i I •; . - ,j JN7ER/OR rll(71EXTERIORu.9L,Ct , i INTERIOR wt ,I .r _ UISTAN:;.E: II!il f -. EXTERIOR S LI '0 5c SETHkvKER (SOD ' 6c APPROVED \ y I,`.J`— IN A BED OF BACKER ROD- SEALAW ` APPROVED SEALANT pp& APPROUFO iJI EALAN :fC'-;`IOtdAL X BUCK -- n SEE NOTE 3 7 " t 1L p. _! 1M SPACE JAMB INSTALLATION DETAILi(J -- — ....... .E:: i CONCRETF MASONRYINSTALLATIQNN CONCkE- /11A°O J(Y NO " 1. INTERIOR AND EXTERIOR FINISH ES; 6YOTHERS; 1._l— - EY G.H'2 NOTSHOWN 1 2, PERIMETER AND JOINT SEAL AAfT.BYOTHERSTO 6EDESIGNEDINACCORDANCEWITHASTME2112SIGNED: 02127120,18MI WINDOWS & DOORS, LLC 650 WEST MARKET STREET ,`J`S litt0/z VERTICAL CROSSSECTIONGRATZ. PA 17D30-o37q CONGRc'T69LtA$ONRYINSTALLATtON.• i SERIFS 1620SHREINFORCEDtijk: 061 NON IMPACT471/2" X 83 1/2*' FINLESS INSTALLATIONDETAILS; A.• TAT OF , R.Lu, c+c wo. are• 'c1•'c'1ORIOP'• .,,.. 0802998 i s G xia:e NTS r,^-E , i/30/16. riet: 6 of f 1 A i7s/ 14A T t. t? 08EAT0 LOMAS F:E. 1432WOODFORD ACLEWISVILLENC27Q2e34- 3 Luis R. Lomvs P.E. ows'Old 0- ELNo.: 62514¢x WOOL FRAMING OR 2X BUCK. BY OTHEERq BACKER ROD Fs APPROVED SEALANT BACKER ROC APPROVED SEALANTT VICUD FRAMING OR 2X SLICK B" OTHERS 4" MAX. A SPACE. HEAD TO 3E SFT N A 9E 01 n=PR: vi D cF,a;;;jNT EXTERIOR I [,,,L>J 1 1NTERIOR n uLfLz VERTICAL CROSS'SECTION WOOD FRAMINGOR2X BUCKiNSTALLATION- SILL TO 3E SET. IN A BED OF PPROVED EALANi MAX. iIM SPACE 1 1/4" MIN: EMBEDMENT L_- 112 IN, EDGE DISTANCE H WOOD f SCREW WOOD FRAMING —' OR 2X Bii;K BY DTHERS BA:CKf.R. ROD APPROVED SEALANT DESCRIPTION..—_..._— REVISED ANCHORS 4" MAX. SHIM SPACE LNTERIOR EXTERIOR JAMB INSTALLATION DETAILWOODFRAMINGORikBUL,IfINSTAi6iilON NOTES; I: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWN FOR CLARITY. 2_ PERIMETER AND JOINT SEALANT BY OTHERS ToBEDESIGNED, INACCORDANCEWITHASTME2112Mt WINDOWS & DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED NON -IMPACT 47 112" X 83 1/2" FLANGE INSTALLATON DETAILS DRAffN; DWG ND. R. L 08-02998 SCn E NTS .E t 1/:0/16 SHEFT7 0F 11 L. RO R70 LOVAS P.E. 1432WOODFORDRDLEWI5WUE,.NC 27G23 434-688-05p9 rWmas hlann5pe.can APPROVED 92/ 27/ j 8 ' :R.L. SIGNED: 0212712018 v,• GEN8,F,9d+ O. 5 I Luis. R, Lomas P.E. FL No.: 62514 METAL SFRUC'IURE By 01HERS APPROVED SEALANT SACKER ROD APPRVEG SEALANT METAL STR iC.-URF 5'! 0`FHERS 1/4" MAX. SHIM SPACE EAD TO BE SET A BED OiF PROVED SEALANT EXTERIOR (W. z . I INTERIOR i I I fj I VERTICAL CROSS SECTION METAL STRUCTUREJNSTALLA.TION SILL TO 3E SET IN A SED Or APF'RG'VED SLALANT 1/4' :MAX. SH M SPACE. 1/2' MIN. (— EDGE D[S';ANCE SELF DRILLINC, SCREWS ME .AL —' Ali UiCTURE i3y OTHERS BACKER ROD APPROVED SEALANT 1/4" MIAX. SHIM SPACE II I INTERIOR EKTERIOR JAM$ INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RE'YISIONS 6[: RiFTIOfI ...1.___...... ........... Cali- ' A?P.RUIM REVISED V CHORS I `1 2; 8p SIGNED: 0212712018 NOTES 1. lNTERIORAND EXTERIOR FINISHES, AY OTHERS, MI WINDOWS & DOORS, LLC 6506 WEST MARKET ttttaltt/t7j7 NOTSHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANTBYOTHERS .T08E STREET GRATZ. PA' 17030-03.70DESIGNEDINACCOROANCEWiTHASTME2112 SERIES 1620 SH REINFORCED NON—IMPACT 47 112" X 83 1/2" FLANGEINSTALLAPONDETAILSraw : awG ;No: TAT E0 08- 02998 sGA NTS oar A 71 / 3D/ 16 Sim 8 OF 11 QNAI} 1482 Will C. RDBEATO l:OMgSF.E 000FORD RD LEWISVILLE, NC,,7C23 Luis R. Lomos P. E. 34-Rxb9 abmaz@U.'amasprl.crom FL No..: 62514 CONRETE/MASONRY By O-HERS OPTIONAL 1X BUCK SE'E NOTES 3 ... SHEET 1 BACKER .ROD APPROVED EA.ANT SACKER ROD APPROVED SEALANI' OPDONAL, 19. CILICK SEE 'POE3 - 7 SHEET" 1 M`NCRETE/ MASONRY BY OTHERS n a a 4 a. r 1 /4 " MAX, S1111M SPACE _ EAR TO BE >ET N A BED or APPROVED S 4 "U;l RFMS:0'i REVISED ANCHORS 1f:. y.IN lf4' MAX. MFtFC1MLN SHIM SPACE CONCPE.E/MASONRY 1.—. By OTHERS OPTiQNAL 'k BUCK SEE Iv011 INTERIOR INTERIOR 1. if Lei DG L`ISTaN,:L SILL TO BE SET IN BED OF APPROVED SEALANT 1./4" MAX'. r SHIM SPACE T d VERTICAL_QROSS SECTION CONCREMMASONRY INSTALLAP70N- EXTERIOR J f F3gCKFR ROD - APPROVED SEALANT JAMB INSTALLATION DETAIL. CONCRETElMASONRY iNSTAL LAT10N NOTES: 7. INTERIOR ANDEXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANTRYOTHERSToBEDESIGNED1NACCORDANCEWITHASTME2112MI WINDOWS & DOORS, LLC— 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 1620 SH REINFORCED NON -IMPACT 47 1/2" X 83 if2" FLANGE INSTALLAPON DERAILS t7: enri!!DWG Irl R 08 02948 A NTS --' E _ 11/30f16 ";:9 OF 11 i. R06ERTC t OAfASP;E7432W000FORORDLEWISOLLE VC27023 434-668a 06DR di--- --- DATE i ,AP-R,VED D2/ 27:i. _- SIGNED: 0212712018 tto 1251 > t= TAT! OF •y,c Luis R. Lomas P.E. FL No.: 62514 A.-P[r-V'ED. SEALANT Bl" ND F;ti 6 wow SCREW 3/b" MIN, EDGE ;•!SrANCE t l U NJTERIC)R 3i8" MIN ! EDGE fISTAt E 6 WOOD APPPOVED ENBEOMENqSEA! AN1 Pt til,G rd VERTICAL GROSS SECTION WOOD FRAMING OR:2XBUCK LVSTALLA.TION WOOD FRA,M'ING BY OTHERS 1 /4" MAX. SHIM SPACE 14.. MAX SHIty SF C':: WOOD FPAM. IhNBy OTHERS HEVI$, GNS CESCp. F !ON _ I :FTC APPHOVEG REVISED ANCHORS I 0!/271 B _. 1.,/ 4" MAX SHIM SPACE WOOL FRAMING 8` OTHERS \ WOOD, SCRf. w L \ INTERIOR MIN EMBEDMENT APPROVED _. T SEALANT1I 31N MN. 0 _ Cr. ..ANCF I -- EXTERIOR JAMB: INS TALLATION DETAIL W000 FRAMING`OR2X BUCK INSTALLAPON NOTES: 1- ' NTER10RAND:EX7ERIOR.FINISHES, BYOTHERS, NOTSHOWNFORCLARITY. 2, PER/fNETER AND JOINT SEALANT BY OTHERSTO BE DESIGNED.INACCORDANCE WITH ASTMElf 12 SIGNED. 0212712018 M! WINDOWS & DOORS, LLG 650 WEST GRAZ, PA 17030 037gKET Tt 11ttIIllt!/! 1\?, •: qj i, SERIFS 1620 SH REINFORCED'*. NO4—IMPACT 47 112" X 83 1/2" 0 b *_ FIN WITH J CHANNEL INSTALLATION DETAILS V TAT OF oeanN: R. L. HEv 1flR10p; 08 02998 A G =E NTS Gaze j 1/30J16. Snrc 10 OF 11 2j/ss/ t14NAL1Ili14\ L HOoER70 LOMAS a.E.. I' M WOODFOgO AD LEWISVtLLE. NC 27G23 434-668'OW9Luis R. Lornvs P.E. a,> ,, @''no+'+asus:mm FL No,: 62514 APPROVED SEALANT BEHIND Fife 6 WOOD SCREW 3/9" MIN EDGE DSTAN'CE EXTF_R1pRINTERIOR lh 3/ 8" Mi;`4 EOGE DISTANCE 6 WOOD SCREW APPROVED SEALANT VAb . uMt. N^ BE.-nuD Fiiv VERTICAL CROSS SECTION WOOD FRAM[NG pR 2XBUCKINSTALLATION WOOD FRAMING 8Y OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING EN' OTHERS 6 WOOD SC:RfW 4' EMBEDMENT + ADPROVEO BEIND F_fN 3/ 8 M N EDGE DI,:A.NCE. I i %a'MAX SHIM SPACE f lI INTERIOR EXTERIOR JA& @ INSTALLATION DETAIL WOOD FRAMING:OR 2XBUCK ftVSTALLATlON Rn, rs:qs r, Es::a:PTieiN ASE' R -ANCHOR,; 1/ 4." VAX riF'! IM. S RACE NOTES: I. INTERIOR AND EXTERIOR FINISHES,- BYQTHERS NOTSHOWNFORCLARITY. 2:. PERIMETER AND JOINT SEALANTBY OTHERS TO BE DESIGNEDINACCORDANCEWti7lASTIdE2112WOOD FRAM NG Er aTItERS MI WINDOWS & DOORS, LLC 65C WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SH REINFORCED NON — IMPACT 47 1/2" X 83 1/2" FIN INSTALLATION DETAILS R. L. 08-02998 scarf NTS xic 11/30/16 11 OF 11 L. ROBERTO LOU4SP.:F. 14- VWOODFORDRD LEWISKLE• NG 27023 490-688-I. A/ m.z—,....• CArE I -APPROVE? 02/ 27/ 1175 F R. l. - SIGNED:: 0212712018 J' y\ CEMS tt1 kpt5f.; y 8( TATEOF -rye Z0RIDP`,w 0NAL Ea4`` Luis R. Lomas P.E. FL No.: 62514 REQUMED RiSPECTR 1\'vfnn I. Max ' I ImsDecdon' Des Footer / Setback Remwa-11 Foundatioi / Form RnarrT L 1 !MonoIVfono Slab. Pre our Lintel / Tie Beam / Fill Down Cell Sheathing - Walls- Sheathing-4 Roof - Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspe6tion Final Solar Tinar Roof Final Stucco / $iding Insulation Final Final Utility; Building - Final Door Final- Window - Final Screen'.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final' Single Vbmil`; Residence' Final. Building (Other) N SEQUENCE.. Address: mcc.. Electric. Underground Footei /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final min Max Imspe6don Descri2tion TPlumbing Underground Plumbing Sewer Plumbing Tub Set IIL Plumbing Final Mechanical Rough Mechanical. Final Gas Underground RIEVISOX June-2014 ' CITY of NOV 0 1 1018SANFIORD PERMIT APPLICATION BUILDING QIvisiov Application No: O - LAI ( Documented Construction Value: $ )T a Cy Job Address: _6ZW 4 S + I CO+' . + =A n 61 Historic District: Yes Nog Parcel ID: Residential R Commercial Type of Work: New Addition Alteration W Repair Demo Change of Use Move Description of Work:TQXWV e— VW[OW-L rJn-t cc----ltyti (L , 2 — 1 <If h Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name lSIyL E/y G----___-- Phone: Street: s tk UPi C;, rl b City, State Zip: _ +j L c 2 Y(Q Ti Resident of property?: N( Contractor Information Name _. Lt'11Cv Phone: Street: Q ILN p l e - A 11,5 12- d- Fax: City, State Zip: 6 i L ZRd FrState License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN!?.IPR OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. As LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 hereby name and ap;oirlt. Ojyat"7 -Ih _. an agent of. Name ofCompany) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work to ate at Street Address) , EExpirationDateforThisLimitedPowerofAttorney: UIE License Holder Name: State License Number: l 'Er— (qZ% (a S Signature of License Holder: G STATE OF F'LORIDA COUNTY OF &ZrrjJThe foregoing instrument was ackno\11ledged before me this Qf- day of n- , 201_ k _, by , ,per,[,,t. 1Gi who impersonally known to n-ieor who has produced as identification and who did (did not) take an path. Signature Notary Scal) am 4yI I Print or type name Rev. 08.12) Notary Public - State of F(, Commission No. a q (slur' My Commission Expires: °j b z Notary Public Stateof Florida Savitri RamdialMy Commission GG254615Expires09/ 03/2022 Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #20181y23496 Book:9239 Page:1445; (1 PAGES) RCD: 10/26/201811:46:09 AM , REC FEE $10.00 OCT 2 6_ 201 Q 0 Permit Number Folio/Parcel ID #. Prepared by. DG Steel Inc Retum to: 107 VISTA VERDI CIR #109 LAKE MARY, FL 32746 NOTICE OF COMMENCEMENT State of Florida, County of Orange The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) 1102 W 10TH ST SANFnRn FI 19774 2. General description of improvement 3. Owner information or Lessee information if the Lessee contracted for the ImprovementNameDGSTEELEINC Address 107 VISTA VERDI CIR #109 LAKE MARY FL 32746 Interest in Property Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor Name NDS DEVELOPMENT (DEVINDRA HARILAL) Telephone NumberAddress1025NPINEHILLSRDORLANDO, FL 32808 5. Surety (if applicable, a copy of the payment bond is attached) Name Telephone NumberAddressAmountofBond $ 6. Lender Name Telephone NumberAddress 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybeservedasprovidedby §713.13(1)(a)7, Florida Statutes. Name Telephone NumberAddress 8. In addition to himself or herself, Owner designates the following to receive a copy of the Uenor'sNoticeasprovidedin §713.13(1)(b), Florida Statutes. Name ' Telephone NumberAddress 9. Expiration date of notice of commencement (the expiration date may not be before the i;ompletion of construction and final payment to the contractor, but will be 1 year from the date of recording unless adifferentdateisspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CANRESULTINYOURPAYINGTWICEFORIMPROVEMENTSToYOURPROPERTY: A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERN.,TT VV BE RE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r4SignatureofOwnerorLessee, orOwrreY r Lessee's Authorized Officer/Directoor/P-artner/Manager 1Signatory's TWelOtfice The foregoing instrument was acknowledged before me this ,o day of l by Y101 Yf1I tbiP.c mon ear name of personasfor pe of authority, e.., officer, trustee, attorney In fad Signature of Notary Public -- State of Florida Personally Known KOR Produced ID Type of ID Produced Form content revised:10/17112 Name of party on behalf of whom instrument was executed type, or stamp commissioned name of W&d; Notary public State of Florida Savitri RamdialMyCommissionGG254615 Expires09/03/2022 of O 10/1/18 Job Address: 1102 loth st SANFORD, FL 32771 We here by propose to supply labor, material and equipment to perform work at the address shown above. Work consists of the following: Complete re-hab demo drywall doors and windows Plumbing Wai,.f 9&zw Contractor/Agent Signature 10 1 18 Date For the total sum of: $6,000.00 Owner Signature D / IN Da