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987 E 1 St - BR18-002834 - WindowsCITY OF ANF RD Building &Fire Prevention Division J J JUN 1 9 2018 PERMIT APPLICATION FIRE DEPARTMENT Application No: g c)83 Documented Construction Value: $ Z, Low Job Address: 1 E s 7t. Apkl 43 , S,4 N rw'p Historic District: Yes No M Parcel ID: 1d Residential Commercial Type of Work: New Addition Alteration M Repair 0 Demo ® Change of Use Move Description of Work: ebPlanReviewContactPerson: -RON 4 e rt Title: _ _ S Phone: 40 7 L{ 1 S q Z Fax: Email:1A r re5cx hi-AgeNT I''t. DRCI Property Owner Information Name C'WA,10S Phone: Li el % 3 Z3 3 z4 30 Street: Z 1 Sr S'f : Resident of property? City State Zip: -„SA/V F d AD 1 L. 3.2771 nm 4 t 1q • J Contractor Information Name /le gS Phone: 4o7. 2-2.1.4 Street: 190 , 6e- Fax: q07. 323. 3 Y3o City, State Zip: _5An,FX FL 9 Z7 7 / State License No.: GAr_ °•! ZSo ? 3$ Architect/Engineer Information ' Name: Street: City, St, Zip: Bonding Company: Address: 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. 1 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: 6'" Edition (2017) Florida Building Code Revised: August 1, 2017 Permit Application 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 1 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. 6 0".,rnt Date Print Owner/A t Name i J nature of Nola -State of Florida Date ZS G.r9,r 8 Signatur o on ctor/Agent Date JZ c.M4, L, Sb Print Contractor/Agent's Name Signature ofNotary -State of Florida Da ' Of pub. cMUSKCASE rr: • .. , * MY cOMMISSION 1 FF 23W v'''% '"•' TIMOTHY W. MEISEL EXPIRES: Septet W2S` 2019 MY COMMISSIONNC,0142013 o,+ fan rF W*TNU tN0WySV*= l ' A ' '!' 'd. f EXPIRES: November 01, 2021 0 ••. IL a i w nt i$- s Personally Known to Me or Contractor/Agent is Personally Known to Me or aroQ% Type of ID Produced ID Type of ID N e, • 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - Revised: August I, 2017 Permit Application 6.19.2018 There is a verbal agreement between Ethnos360 and Homes Construction LLC. This work is to change out windows and a door. The total cost of the project is estimated at $ 2,200. Homes Construction LLC FOUNDED IN 1942 AS NEW TRIBES MISSION 312 West First St., Sanford, FL 32771-1231 CIA Property Record Card f(PAMER Parcel: 30-19-31-507-OK00-0090 ex s+o aaoha r,Rona Property Address: 987E 1ST #143.148 ST SANFORD, FL 32771-1441 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Numberof Buildings 1 1 Depreciated Bldg Value 274,289 256.337 Depreciated EXFT Value Land Value (Market) 63,950 63,950 Land Value Ag Jusl/Market Value " 338,239 320,287 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj s0 s0 P&G Adj 0 s0 Assessed Value 338.239 320.287 Tax Amount without SOH: $0.00 2017 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings, $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 9 + 10 BLK K + VAC ALLEY ON S FIRST STREET EXTENSION PB3PG76 Taxes Taxing Authority Assessment Value ExemptValues Taxable Value County General Fund 338,239 338,239 0 Schools 338,239 338,239 0 City Sanford 338.239 338,239 0 SJWM(Saint Johns Water Management) 338.239 338,239 0 County Bonds 338,2391 338,239 0 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 12/1/1978 1 01202 I 1024 Is100 I No Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value SQUARE FEET 0001 0.001 63951 10.00 63,950 Building Information Description Year Built Actual/Effective Stones Total SF Ext Wall Adj Value Repl Value Appendages 1 MASONRY PILASTER. 1925 2 8,1361 CONCRETE BLOCK -STUCCO - MASONRY 274,289 685,722 Description Area1CANOPY36.00 Permits n MASONITE 3/4-LITE WOOD -EDGE STEEL DOOR UNIT 6'-r DOUBLE DOOR WITH/ WITHOUTSIDELITES IN RAI NOT q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE DEFLORIDABUILDINGCOAND WHERE PRESSURE REOUIREYWM ER AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS DESFORBULD&= AND OTHSTRUDTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE NIGH YUMMY HURRICANE ZONE (W,4Z). HURRICANE PROIECTM SYSTEM ( SHUTTERS) IS REOUIRED. 3 WHEN INSTALLED IN THE WIND-60RNE DEBRIS REGION. HURRICANE PROTECTIVE SYSTEM ( SHUTTERS) 5 REOUIRED. A POLYVRSWXE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 50 PER ASTM ESA. 5 PLASTICS TESTING. TEST OESCMPRON DESIGNATION VIE FRAME SELF IGHTON TEMP N2 7 > 150 'F RATE OF BURNING AST11 ODDS I.. IN YIN SMOKE DENSM ASiM DINS 70.ZX TENSILE SMDR: W I ASTM D636 I TAX GIif COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 6500 HOURS XENON ARC METHOD I 149' INK. DVOWl FRAME worm 21' MAN 36. 375" MAN. 21' MADE 37.5" MAX. D.L.O. W/AL D.L.D. FRAME WIDTH g i J O O:rDESIGN a•+ ra a y'i t.;r:-mr.i1[.,-,r.I.t•:,IrI>>f:T[.7ki t i.:,>i.7:i N....71:i i Q:i7:S• lQ:S1:37 F]E)'LI.7 Q:b1,Q:S7'•I.7./©, Efzi'?.>• Q._37'S' l 31•I'iFL II1{'SJQ'i1Q:3'1 i7-'' E •7 © L i 1Q:1f:lJ F{l1 11'Q:SIQ=SJ!i-:i1 1'E'l'JL'©LI'1Q:I7 S7© Q-I 7E•1{•]E•7Q:3.1QiS7 Z7 S3i©© l:G'Jr•!/!:f i Q:Si:d'lQ_3>>:b' JL 7 J © Rese.eRw of je aoy- FLORIDA P.C. Do 1565M I. 6• SEE DETAIL 3• 6• T 3• f 3• 3• }" 3• n SEE DETAIL C• a e 88 D 6• v uIFt• 6• n, n IEE DETAIL C. 7, 6• SEE DETAIL •,jIF— 6• / 8 x 2" T ASTRAGAL RETAINER BOLT HOLE 8" MUST 8E DRILLED THROUGH t0 x 58x2" / / I THE THRESHOLD do INTO THE 10 x 5/8" STRUCTURE DEEP ENOUGH e x 2"110 I FOR A 1.375" THROW 10 x 1 " DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL10x2—I/2" 6 10 x 1" ATTACH ASTRAGAL RETAINER —1 STRIKE PLATE TO FRAME 110 x 5/8 DETAIL AS SHOWN. DETAIL "D" 11o.aeY 77• wr ,n, oAs,o,c, T T T INSWING THRESHOLD BUMPER O/S THRESHOLD T4 Q/S THRESHOLD txfams W AOOrOneMA1 1 1 1 f n®ae ftyls 4107s. L, a}7 L P-- 7YPlCALI GLAZING DETAIL T Z—SERIES O/S THRESHOLD T SIGH DAM O/S THRESHOLD T i 1 HP O/S THRESHOLD NON —IMPACT GLASS Lo O 3v a=a Ito u E1, 3 W. b AIIACHM NT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDMONS PREPARED. SIGNED AND SEALED BY ROBERTO LOADS. PE FLORIDA #62514) W17H THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB. HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1/4' TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2'. WOOD SCREW EDGE DISTANCE MIN 3/4-. e• e' 3' L l O n SEE DETAR. + b SM. 2 C io t.2Y LYW CL -I L EW TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMENT OF 1-1/2• MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4", 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 STRUCTURE 4 MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LOS. O C N 1 B II B io 3• 3•e e• 3 3• 6' e GULE 1. KWIKSET SERIES 400 GRADE 3 CYUNDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE 70 BE INSTALLED AT 5-1 2• CENTERLINE. 2. 4' X 4' FULL MORTISE BUTT HINGES. t'tt/2• CORR"TED j7Dx2• WOOD SCREW 3• AND JWH END a ROY IFSCH END I oc t"iwilc . ACAI C CAULK — CL 1 yypp ` CMULLWOODONIONWOOD ( BOxD) CMULLIONI( BOXED) 11M• _n Y CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 3_)_ "'c; t 2' w EACHEND MY tloown on y INTEGRAL WOOD MULLION (CHS) THROLICII F'RADIE MIK DrsrAKa 1NS'rA1.1.A'f10\ FaEo<E,3,3 --- WDO. •IDIY (36' WA. )—.I TYPICAL ELEVATION WITH FASTENER SPACING InsUllaUon Notes: 1. Seal gangelframe to substrate. 2. Use #8 PH or greater noncountersunk fastener though the frame with sufficient length to penetrate a minimum of 1 NY into the wood framing. For 2x wood frame substrate (min. S.G. = W). 3. Most structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the sae limitations noted. Itis not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wag conditions. For the complete installation procedure, see the instructions packaged with the window or goto www.jell-wen.00mlresourcesronstallation. DISCLAIMER: This orawing and its contents are confidential and are not to be reproducedor copied in whole or in partorused or disclosedtoothers except as authorized by JELD-WEN Inc. .AS TEED. IIR'MM EA KCA"T 9QM SPACE FRAME SECTION (TYP) VERTICAL SECTION VA' MAXSKIMSPACE 11/r MIN EMKDA EW MIN DISTANCE FOR EDbE: 3/4' 1/4' MAX SKIM SPACE JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame I DP RATING IMPACT 36 x 72 I +50/-55 I NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(ISC), the International Residential Code(IRC). the Florida Building Code(FBC) and the industry requirement for the stated conditions, 2. AD glazing shag conform to ASTM E1300. 3. At minimum, glazing shag be 118' annealed - air space -118' annealed insulating glass. 4. Use structural or composite shims where required. S. Maximum sizes are buck saes and do not include fin or flange. 1,20I6 1 3737 Lakeport Blvd JELDIVEN KlamaM Falls, OR. 97601 NT$ I Phone: (541) 882.3451 Builders Vinyl Tilt Single Hung L F-i loS`g B 1--" t a 3 INSPECTION SEQUENCE BP# 18-2834 ADDRESS: 987 E. 1" Street BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 10 Frame Insulation Rough Firewall Screw Pattern Dr3nyall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com' 1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final Inspection DescriptionMinMax Rough Plumb Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final ECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014