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Home My WebLink About2413 Adams Cttit�4li V. �N CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / y h � --- Documented Construction Value: $ 33G'O : op Job Address: ) 3 McLms o- 5,A rA ID, 3 a 7 7 1 Historic District: Yes ❑ No Parcel]][): 31 . j °t 31 - 5 a C)(o o O — on O Residential, Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: � e.fl`ctte_ w t n 0 tnJ 5 w i iy f v'r 5,� S, ZE F- -- -- r, S. ice. /% ' W , "-' N Oi.J , Plan Review Contact Person: le54 11 Title: S Phone: No7-: U('._e./Z0 1 Fax: Email: --nag_400►d -)nov(> 14 i..,-A.�. Property Owner Information Name Phone: q07- 3N--c1 3`,l o Street: a H 13 A okr#K5 C}- Resident of property? City, State Zip: 5cle fo rc , r l- 3 a ? 7 Contractor Information Name e t14 M o o ►'2 Phone: Street: 3 cl 0 5 W Co o A, ,\ 0 r -ft- (o (o Fax: _ q67- SOq - yQo 1 City, State Zip: W i n% (o evd-un , F L 3 `� % $ 7 State License No.: SCC ) 31) 5 /.)% (o 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 0) FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 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 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 complian9t with all applicable laws regulating construction and zoning. Signature o ner/Agent Date Signature of Co tractor/Agent Date —b— _ /�' Print Otv WAYent's Name ?o�►�' ERIK JONES . ? Notary Public - State of Florida oc Commission # FF 920409 My Comm. Expires Sep 21, 2019 tlwner/Agent ig - yersonany &nown to -Me or Produced ID _,Type of IDL �-- I o..,3>/ '"/00ro—t Print C� !Agent's Name Signature of Notary -State of Florida Date t ' SheMone Waft �iNtMS e ,�Jw 'b of Ro kla • ill W=Wsbn E*= June 17, 2018 °! OannIn"'on Na GO 36473 Contractor/Agent is Personall Kno tq Me or Produced ID _ Type of lD 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: ;I,' 9-to-t k Revised: June 30, 2015 Permit Application l��S,nitr5 ' A)( WON Vze 6—,1, Z.,C,? ` Ci � � � �� c � s%� ,, F-� )► ��d Z.aG. or� ��i f�..,t�Fl . �✓ L".,'v.(;1-/ CIi)F,� 0)-I Property Record Card tPAPP0% Parcel: 31-19-31-524-0600-0110 4-wilou_c ou .. Property Address: 2413 ADAMS CT SANFORD, FL 32771-4614 Parcel Information Parcel 31-19-31-524-0600-0110 Owner CALLAHAN, SEAN T ' FLETCHER, TYLER R Property Address 2413 ADAMS CT SANFORD, FL 32771-4614 Mailing 2413 ADAMS CT SANFORD, FL 327714614 Subdivision Name WYNNEWOOD Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Seminole County GIS Legal Description S 1/3 OF LOT 11 +ALL LOT 12 BLK 6 WYNNEWOOD PB4PG92 Value Summary 2018 Working Certified Values 12017 Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $72,576 $47,176 Depreciated EXFT Value $1,061 $1,061 Land Value (Market) $15,960 $15,960 Land Value Ag Just/Market Value " $89,597 $64,197 Portability Adj _.._ . Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $89,597 $64,197 Tax Amount without SOH: $1,222.00 2017 Tax Bill Amount $1,222.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments 0 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $89,597 $0 $89,597 Schools $89,597 $0 ; $89,597 City Sanford $89,597 $0 $89,597 SJWM(Saint Johns Water Management) $89,597 $0 , $89,597 County Bonds $89,597 $0 $89,597 Sales Description Date Book Page Amount Qualified Vadlmp WARRANTY DEED 1011/2017 09010 1661 $137,000 Yes Improved WARRANTY DEED 1/1/1973 00968 0389 $18,800 ' Yes Improved find Comparable Sates Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 84.00 130.00 0 $200.00 $15,960 Building Information Is Bed/Bath count incorrect? Click Here. # Description FA ear Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages ctual/Effectivee 1 SINGLE 1954/1970 6 3 2.0 912 1,409 1,409 CONC $72,576 $99,419 Description Area FAMILY BLOCK BASE 200.00 NTHIS INSTRUMENT PREPARED BY: Name: tl G nQ•, Address: o 4 . n • r, GRANT NALo ; QCEI IIIJOLF COUNTY C:I_.ERK C)F CIRCUIT COURT rr CONFTROLLER n - , iU h 9 194- 2 ( 1 P:3 CLERK'S A 2018021131 NOTICE OF COMMENCEMENT REC:OEMEv 12/23/20181 ,;;:,;,;; r pil R ECORD ING FEES $10.on State of Florida "ORD "D ' Y h davur e County of Seminole Permit Number] Parcel ID Number: _J 1 _ 19 ^ 31 — 5a � ^ of. — D 11 Q The undersigne4 hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, FI ida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and 5 (/ 9 1 6,1P Lo-} 11 -E A)_1 I.n`T 7 I,)YNNE4000 P(? Lk PG 1);2 OF IMPROVEMENT: i ArIOW5 U14 Fee Simple Title Holder (if other than owner) Name: Address: Address: \ -> `t 0 5 V 1 • (_a l o n,'a'\ Fir 10 1.J; n\.tr (o r rdao � F L 3 °{ 7 $ 7 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best 70Z"owledand belief. lowner'Itn�{f C s Sig lure Owners Printed None Florida Statute 3.13(1 xg): - The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of County of ✓�' �^ Hsi The foregoing Instrument was acknowledged before me this Z Z day of rc� "� �� pp by T v Igl v Who is personally known to me ❑ Name of person making statemt d t OR who has produced identification type of Identification produced: ------------- �puap� MR!,,, ERIK JONES __ Notary Public - State of Florida + Commission N FF 920409 k My Comm. Expires Sep 21.201 Notary Signature RECORD COPY Fo E4. ®R,56 pop @f)BE WMRLIANCE R-PJ� 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 pUILO�,yc SANFORO .��tt .} q .} +� 2 o�A'�RTNtEr'� Tr i 8 ! i L Permit # City of Sanford Building and Fire Prevention Product Approval Specification Form g0-17,yC # 1 8- 1 1 2 2- ( SANFOro Project Location Address F1: 3�)77 /-- q 6 1 i 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 Sliding Sectional Roll Up Automatic Other 2. Windows Single Hung 1 A,4 �f�� EL 17(.76 Q -•f?6 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions /'�.L a �� .��j _ `�' j' M. :o EL Wind Breaker Dual Action Other June 2014 1 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 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 Signatures Applicant's Name Oo1 y- (Please Print) June 2014 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff i BCIS Site Map I Links I Search gProduct}Approval ge-or USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail 17G ft,J FL # FL17676-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Add ress/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 Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE -,, Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 Summary of Products FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(11355)C7327.01-109-47 - l.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH 36 x74 Fin.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 36x84 pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17676 R6 C CAC APC A3485.O1.12df Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with Installation Instructions FL17676 R6 II Install - 3540 SH Fin 40x66.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17676 R6 C CAC APC 3540 Fin 44x72.pdf Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17676 R6 C CAC APC(10816)C7324 01-109-47 - 6 pdf Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 52x84 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R6 II FL17676 R1 II Install - 3540 SH Fin 52x84.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 3604 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 51185451252.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x 4. f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R6 II 08-01372 511989.1)df Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511989 3540 FLS 36x84 odf Created by Independent Third Party: Yes 17676.10 3540 SH 4402 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 44x72 edf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-01247B 10.0f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511849B 1247.odf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17676 R6 C CAC APC 3540 FLS 48x96.odf Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R6 LI 08-01371B 11.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511968B 1371.odf Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless Frame i s of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17676 R6 C CAC APC 3540 FLS 52x62 odf Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 08/27/2022 Installation Instructions FI 17676 R6 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513015A 2269.Ddf Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10818)C7325 01-109-47 - 13.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R6 II 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513016A 2270 Ddf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x84.idf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R6 II 08-01514 512141.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 512141 3540 FIs 52x84 r)df Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1767(2 R6 C CAC APC A2726.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install Instructs - 3540 SH FIN 48x72 fAs Tested).odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10817)C7327 01-109-47 - 16 odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with Installation Instructions FL17676 R6 II Install - 3540 SH CHS Fin 108x74.1)df Verified By: American Architectural Manufacturers ASTM E1300-04. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.17 3540 Twin Single Hung 7301 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC F1902 01-109-47-RO 3540 SH.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-40 11/03/2020 Other: R-PG35 Installation Instructions FL17676 R6 II 08-02997 - Anchor Clio Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.Ddf Created by Independent Third Party: Yes Back Next 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 45S.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: `? � cGtz.Y. R SE'GllItU}�_�LF PRIGSt SIGNED: 0911612014 As ZORM NTS 00 .... ....... Number of anchohs required at each jamb Height Panel width (in) (in) 30.0 36 O--T--. --42.0 48.0 52.0 T 24.0 2 2 1 2 2 2 300 2 2 2 2 9 36.0 3 3 - 3 3 3 42m0 3 3 3 3 3 48m0 3 3 r 3 3 3 4 4 4 4 4 _54.0 600 4 4 4 4 4 62.0 4 4 4 4 4 SIGNED: 09/1612015 MH 1--villfl,"'Iy';c, i,,I!D iMMORS \0�5 %i,ARK�T STREET p 03-i� C,pp,T7. A 17C) C.- ..... . gG E N,9' . - 0 1 NC�;-'!!P-Al,� V?,T 4 Ate, TAT OF IM. 11111110 NTS ol !,q/1- I INTERIOR e ' ' •" - OF �_ EXTERIOR JAMB INSTALLATION, DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION SIGNED: 09,1612015 I .. ...._..,I_ i �I INTERIOR "EXTERIOR INTERIOR - - l' EXTERIOR �(—_�I - JAMB INSTALLATION DETAIL _ ' - �' --:,' • METAL STRUCTURE INSTALLATION i�. VERTICAL CROSS SECTION - METAL STRUCTURE INSTALLATION - - SIGNED. 09,11612015 S,Fl, 7,.� . T �3 rl riCC �*• o„6z51 ,�(�j�'/A NOTES: . ' I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. - NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE - DESIGNED INACCORDANCEWITHASTM E2112 L •:'._ f U II ", t If; 1, .LET_ F;.,��,i -ice; STATi OAF P� 0 R10 - INTERIORzi . ILI .. . _,...... EXTERIOR_ " EXTERIOR INTERIOR JAMB INSTALLATION DETAIL - CONCRETE/MASONRYINSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. -: 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE - DESIGNED IN ACCORDANCE WITH ASTM E2 f 12 SIGNED: 09116,2015 bie 1p11 II�..P•�` R�I(01/, .. _ S.r-.T \\\S I. C37 ` �.•�\pENSF 9s�� I_ :iJl C_ LS 57�•,. STATE OF VERTICAL CROSS SECTION y �, �2259 A - �i�3'Sj • • aV�O '.. CONCRETE/MASONR YINSTALLATION -., oilF,cli, -_._ P BCIS Home Log In [ User Registration Hot Topics Product db QApproval USER: Public User i Submit Surcharge Stats & Facts Publications j FBC Staff t BCIS Site Map Links Search Product Aooroval Menu > Product or Application Search > Application List > Application Detail �DG FL # FL18504-R2 t Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL18504 R2 COI FL COI.Ddf Standard AAMA 450 Product Approval Method Method 1 Option D Year 2010 Date Submitted 09/23/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL18504 R2 1, 08-01455B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to Evaluation Reports FL18504 R2 AE 5120796,L)df Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL18504 R2 II 06-01445E Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind Evaluation Reports FL18504 R2 AE 5120696.pdf Zone 3. Created by Independent Third Party: Yes 18504.3 M 2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes FL18504 R2 II 08-01834E pdf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Design Pressure: N/A Other: Maximum span - 120", Impact resistant up to Wind Zone 3. Evaluation Reports FL18504 R2 AE 512521B.pdf Created by Independent Third Party: Yes 18504.4 M 2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind Installation Instructions FL18504 R2 II 08-01833B.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 R2 AE 5125206 odf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL18504 R2 II 08-01907A p Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Design Pressure: N/A Other: Maximum Span - 120", Impact resistant up to Wind Zone 3. Evaluation Reports FL18504 R2 AE 512602A.odf Created by Independent Third Party: Yes 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes FL18504 R2 11 Q8-019066ndf. Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind Zone 3. Evaluation Reports FL18504 R2 AE 512601B.pdf Created by Independent Third Party: Yes 18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes FL18504 R2 II 08-02834 pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Design Pressure: N/A Other: Maximum Span - 120", Impact Resistant up to Wind Zone 3. Evaluation Reports FLIS504 R2 AE 513629.pdf Created by Independent Third Party: Yes 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 . 11pP'r'ojduct Approval Accepts: aa,azw-w' securit ti'ETR s+ NOTES: I) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH PEOUIREMENTS OF THE FLORIDA BUILDING CODE, 2) WC10D FRAMING TO BE DESIGNED ANC ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPO N.IBII_ITY OF THE ARCHITECT OR ENGINEER, OF RECORD, 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR, CALCULATIONS. 4) ..PPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. -) UESIGI•I PRESSURE Of MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL �PPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMIHE TRIBUTARY WIDTH AND MULLION SPAN BASED OLI PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH, AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PP,ODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REOUIRED DESIGIJ PRESSURE OBTAINED IN STEP 1. iR1611TARP WIDTH = WI L W2 eCO-El DESCRIPTION REVISED IrISTALLATIDII DETAILS REVISED <NCHORINc NOTE, ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCY USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 3/ 16" ELCO LILTRACON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO hCHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULL1014 END AND 12' MAX. O.C. THEREAFTER,. STAGGER SCREWS AT EACH WINDOW. 5) ALL FASTENERS TO BE CORROSION RESISTANT. 6) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 4,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GPEA'IER). D. METAL - STEEL '18GA (.048") FY=331<SI/FU=52K51 OR ALUMINUM 6063-T5 FU=30KSI .0625" THICK MINIMUM. TABLE OF CONTENTS DESCRIPTION NOTES CONFIGUR;TIONS AND DP CHART INSTALLATION DETAILS COMPONENTS MI WINDOWS AND DOORS 650 WEST HARKET STREET GRATZ, PA 17030-0370 H-2285 - VERTICAL HULLION 84" MULLION SPAN NOTES DRawN: Dwc. No. V.L. 08-01833 JC- NTS "" 01/11/12 1 'a' 1 OF 4 L RODERTO LOAAS RE I432 WOODFORD RD LEWISIOU E, NC 27023 e N __D000 �Ibmas@bbmasye.wm R.l. SIGNED: 1011712017 J� ENSF'9s�% "L/II III111"� Luis R. Lamas P.E. FL No.: 62514 120` _ COMBINED WIDTH WI 'Ir W2 3 FAME HEIGHT WINDOW WINDOW (MULLION SPAN) I 110" �- COMBINED WIDTH WI W2 84" FRAME WINDOW HEIGHT WINDOW (11ULLION SPAN) _ 120" COMBINED WIDTH 11 WI �I-- W2 84" WINDOW FRAME HEIGHT �' WINDO i! / WINDO ( N SPAN) W1 t- 120" COM6INEG WIDTH Design pressure sling (pst) Units anchored into wood and metal Gaming Mullion span (in) 18.13 25.50 Tributary 136.00 width 4200 (in 148.00154.00 160.00 25.00 120.0 120.0 120.0 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 49.63 120.076.9 75.2 75.7 75.1 6200 96.4 J�211 58.4 53.7 50.7 48.965.63 90.2 5397Z00 81.0 4780.00 63.633.9 29.8 27.0 24.9 23.4 _ IDO, 1 OMBINED WIDTH `^ W 1 - r- W2 _�- T- I 34" FR-IAE 'WINDOW WINDOW HEIGHT (MULLION SPAN) L 11 F_ 120' COMBINED WIDTH W1 W2 84" FRAME WINDQ HEIGHT WINM (MULLION , SPAN) 2 L�Gwl 0" ONRED WIDTH FE\ISIDfI: DEiCRIPIbN REVISED INSTALLATION DETAILS REVISED ANCHORING NOTES FWl 120" COMBINED WIOTH - " W2 8 ,J I WINDOW ,/ FRAME HEIGHT WINDOW (MULLION J/ SPAN) / / / APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 120' AS SHOWN HEREIN. Design Pressure rating 0)4 Units anchored into mawnry/concrete Mullion ylan (n) 18.13 25.50 Tributary 36.00 width(n) 42.00 48,00 54.00 60.00 25.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37.38 1200. 120.0 120.0 120.0 120.0 120.0 120.0 49.63 120.0 109.2 90.2 85.4 83.5 83.4 83.4 62.00 107.1 81.8 64$ 59.7 56.3 54.3 53.5 65.63 100.2 76.2 59.9 54.8 St.4 49.2 48.1 72.00 90.0 68.0 52.8 48.0 44,6 42.2 40.4 84.00 63.6 46.0 33.9 29.8 27.0 24.9 23.4 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE t W -I {- W2 20" COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST HARKET STREET GRATZ, PA 17030-0370 14-2285 - VERTICAL HULLION 84" MULLION SPAN CONFIGURATIONS AND DP CHARTS DNAwN: OWL' rvJ. V.L. 08-01833 :CnLE NTS IDAIE 01/11/12 "...2 OF 4 L. ROBERTO LOM1fAS RE 1492W000FORD RD LEWISVILLE, NC27023 434fi88-0609 rlbmas&a4bmas'ce-tom 06/05/17 I R.L. SIGNED: 1011712017 *D 51 •*` AT "I/111111111'- Luis R. Lomas P.E. FL No.: 62514 l" MIN SEPARATION—t I. MIN EDGE OISTFNCE I • I d EMBEDED MENT MASONRY/ CONCRETE BY OTHERS 3/15" ELCO ULTRACGN TAPCON — SECT5796 CLIP INTERIOR EXTERIOR u�" S SECT M-2285 P.IULLION — SECT5796 CLIP #10 WOOD SCREW r--'----i/ WOOD FRAMING/ 2X DLICK BY OTHERS 1 3/8" MIDI. EMBEDMENT 112" MIN VERTICAL CROSS SECTION EDGE olsraNCE MASONRYICONCRETE AND WOOD FRAMING INSTALLATION 796 0 SMS OR LF DRILLIN , CREW METAL STRUCTURE BY OTHERS /2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 4S � • • MULL q2 r EXTERIOR 2 '; .22B-911 1� INTERIOR V-692 WINDOW & MULLION ASSEMBLY CLIP INSTALLATII MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION SIGNED: 1011712017 MIWINDOWSAND DOORS IwE OWSST rR 11L 0 A ET STREET ``\J\5 , GRATZ. PA 17030-0370 v•�XO E NSF *• D,k}51 H-2285 - VERTICAL MULLION 84" MULLION SPAN — +y/U/,t.'(/''�if'(r INSTALLaTION DETAILS �p : STATEOf tV` O . �i�FS F<ORIOP G�� , q6, V.L.N 08 -0E 833 ��i70NAL1�aVNN\ LUis R. L— P.E. oF*L NTS 01/11/12 3 OF 4 L ROBERTO LOMAS P.E. I0. WOODFORD RD LEWISVILLE, NC27023 131e38-0609 rlbmasLdl�bmdspe.com EL Na.: 62514 3 3/4" 2.. 9 7 1 /B" /8., zx s1/4" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK 3 3/4" 2 1/4" 3/8" 7 8. 2x 01/4'. ,I 1 1/2" I— 1/2- IUL J� SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-TS .125' THICK 3/4 —� 3/F.. 2 x o1/4" \\ 2" 7/1" i SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5. 125'THICK 3 1/4` 1 3/8" 5/8" 3/8.. 3/8" J— 3 1 /4' 7/8" 4" 2 7/8 1 5 /8" 5 I 1 i 3/8" SECT M-2265 MULLION ALUMINUM 6005-T5.125' THICK G 4 41 MT000022 CLIP 16GA (063) GALVANIZED STEEL RE,5IONS LESCRIPNON pn1E ,1PPFpVEU REVISED INSTALLATION (DETAILS 08/07/15 R.L. REVISED <NCHORING NOTES 06/05/17 R.L. SIGNED: 1011712017 O '�650 WEST 14A KET STREET \\`��\S J••��GENS�; GRATZ, PA 17030-0370 0,.6�577k' •'k =. M-2285 — VERTICAL MULLION 84" MULLION SPAN COMPONENTS OTATE OF •�\ %�F6 ;CC (1R10P •G�� eBAwN: pec. no. Bey 08 8 �xiAS/11Eax�� ONA LUIS R. Lomas P.E. cAEE NTS paTc O1 /17/72 'oE1E843 OF 4 L ROBERTO LOMAS P.E. ,,U2W000FOROROLEWISVILLE,W2MM aid-m" 09 AbmasL�hbmaspe.com FL NO.: 62514 REQUIRED INSPECTION SEQUENCE M704r .0 - 11 " n i ��Q�iU!ILJR�1�I?L�e �1B�i1C' Mien ° max Inspection Desv'll d6n. Footer / Setback Stemwall Foundation / Forme 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 Roof Final Stucco. / Siding 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 Family Residencet Final. Building. Other REVISED: Diane 20'14 Artllrtimpee• 2aI Ar.. -. C l 7n Max Inspection l(Descri tion ®- a w rldswa® Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final �' �t��• � �„` `��}��as`k'"�'��,:.��w-;ate ��.�`.-��».�x.�, �;� �� Minn ... !22ectn®n Desch n tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Minn Max Inspection Descn'nptn®n Mechanical Rough�� Mechanical. Final. min I max Gas Unde Gas Roug Gas Final