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2833 Grove Dr; 16-3438; REPLACING WINDOWSDEC 2 9 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l " _) V--;5S/ Documented Construction Value: $ Job Address: G- 'O V C,// Jn'vQ_'- Parcel ID: 3 2--3 Historic District: Yes No Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Fax: Email: Title: t Property /Ow er In2fo rm honNamene: Street: I C K VE jy Ue— Resident of property? City, State Zip: c`V V Contractor Information Name Street: City, State Zip: _ Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: State License No.: Arch itect/Eng1neer 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: 51h 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 bt 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 l 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. 12 2 q I tq; Signature JS Owner/Agent Date 521L4D pint Owner/Age is Name Ab LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 Commission # FF 125242 Owner/Agent is Personally Known to Me or Produced ID Type of ID Permits Required Construction Type: Total Sq Ft of Bldg: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Building Electrical Mechanical Plumbing[] Gas[] Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads 161&. APPROVALS: ZONING:--1-7 f JTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: -%-- I - 12• I (o Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. r I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required b law and b city ordinance. p Y q Y Y tY I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 It I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. IC I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. J I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and r Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: 2 OA JV1V 2-- GA I, Sz, L TJ p !/ s / D , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signattffe of Owner -Builder Form of Identification Must be Photo ID) Date i2-/,q11 1) 0/6 A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 RtCORD COPY 14EVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE ' r — c A PERMIT ISSUED SHALL BE CON TO BE A LICENSE TO PROCEED WITH T ORK AND NOT AS AUTHORITY TO VIOLATE, NCEL, ALTER OR SET ASIDE ANY OF THE PRO IONS OF THE TECHNICAL CODES, NOR SHALL IS ANCE OF A PERMIT PREVENT THE BUILDING 0 ICIAL FROM THEREAFTER REQUIRING A COR ECTION OF ERRORS IN PLANS, TRUCTION R VIOLATIONS OF THIS DE 4 N Fe— (Ac-e-- 16-3438 SANF ORD 67 Page 1 of 2 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff ( BCIS Site Map i Links Search Florida V-0% El;,'r, Product Approval USER: Public Userdrri:r.wPoi ev Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14039-112 Application Type Revision Code Version 2014 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 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 Date Approved Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540)484-6271 ablomberg@plygemwindows.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 04/22/2015 04/22/2015 04/25/2015 Year 2005 1 6 - 3 4 3 8 a 1/12/2017 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039 R2 C CAC NI010366.01-R2.Ddf Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.Ddf Impact Resistant: No FL14039 R2 C CAC NI010366.03-R3.1)df Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.Ddf Other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367.02-R1.Ddf FL14039 R2 C CAC NI010367.03-RI.odf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGW029 SS.odf FL14039 R2 II PGW030 AT.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.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 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheck ... m. Credit Card Safe 1/12/2017 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 11141NCH MINIMUM EMBEDMENT. 5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #10 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1)#8 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. 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 BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5 7, GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. B. DESIGNATIONS "X" AND "0"STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL & INSTALLATION NOTES 2 ELEVATIONS& ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTIONS 4 4712F VERTICAL & HORIZONTAL SECTIONS 5 4812E VERTICAL &HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53" 72" 50/-60 NOT RATED 4712F 48" 83.93" SO / -60 NOT RATED 4812F 48" 84" 50/-60 NOT RATED 4812F 48" 96" 30/-30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:48:44-04'00' aa PLy G`EW{ND0V 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540484-6348 FX: 540-484-6683 m vtk< h oHQO T. v Z Z m a m a c Q p a v Lx w AQ m U' m W m v n w H< N m m a LU aam LL 6 O CO I Ca 11 w wnmZ -J o 3 =2 NZ p v OW& #: PGW029 SHEET: q OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" 3 4 D 3 0.. UNIT MAX. HEIGHT 72.00" H 4 .,X., A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION UNIT MAX. WIDTH 48.00". D.L.O MAX. WIDTH 44.31" 5 3 4 D.L.O. MAX. F vHEIGHT 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" 1 SEE ANCHOR SEE ANCHOR . SCHEDULE SCHEDULE l.r.Fl 1 ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE D.L.O. MAX. 0„ HEIGHT 45.56" i SASH MAX. WIDTH 46.25" ELEVATION vvv SASH MAX. HEIGHT 35.88" EDGE HEAD SILL JAMB O.C. CORNER INSTALLATION QTY PER EMBEDMENT ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) 8SELF-TAPPING FIN 1 STEEL STUD 3THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE I STEEL STUD 3 THREADS N/A 20 20 1 4 PLy GEM l N D0\NS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 F m o Z .o eJ U1 H p n U.mO J v Z Ntl T ZZm w m Zp m o am: o m w 1-1+ a Z w > ad Ewa am H wwC a+ rn Y Fw0a o co to m 114 ` iu u0 ZV) YZ ¢ Fob 3* __ QZ p v to DWG #: PGW029 SHEET: 2 OF 5 1/4" MAX. 3/16" ITW TAPCON SHIM SPACE INSTALLATION ANCHOR 3 THREADS MIN. ENGAGEMENT r . PLy GEM CONCRETE/ MASONRY BY OTHERS 2 1/2" MIN. INTERIOR WI NDOWS CAULK BETWEEN EDGE DISTANCE 10 SELF -TAPPING SCREW 43 ROCKY MOUNT, VA8241 159 CONCRETE/ MASONRY 6 1X INSTALLATION ANCHOR WOOD BUCK BY OTHERS PH: 540-484-6348 FX: W 484-6683 IX WOOD BUCK m BY OTHERS METAL STUD FRAMING SEE GLAZING n 1 1/4" MIN. BY OTHERS DETAIL 1 o c z # EXTERIOR FINISH EMBEDMENT N w H a oBYOTHERSc N Oxu_LLovSHEATHING' p p w BY OTHERS Z O° m e PERIMETER CAULK 1 1/4" MAX. EXTERIOR v wo Z O o Z H aLu -i M O.A. ( SHIM SPACE e Zoe^ BY OTHERS WINDOW / as o m U. U HEIGHT EXTERIOR FINISH BY OTHERS O.A. SEE GLAZING -," PERIMETER CAULK WINDOW EXTERIOR DETAILI INTERIOR BY OTHERS WIDTH VERTICAL SECTION p HORIZONTAL SECTION 3 HEAD -1X WOOD/CONCRETE/MASONRY 3 JAMB - STEEL STUD FRAME m 4712 FLANGE 4712 FLANGE 1 1/4" MIN. EMBEDMENT O CONCRETE/ MASONRY BY OTHERS F •i ZOSHIMSPACE HCAULKBETWEEN CONCRETE/ MASONRY 6 IX ix EXTERIOR INTERIOR WOOD BUCK BY OTHERS W li INTERIOR 1X WOOD BUCK wa SEE GLAZING BY OTHERS DETAIL 3/16" ITW TAPCON INSTALLATION ANCHOR Z O.A. OWINDOW HEIGHT STRUCTURAL GRADE SILICONE BY OTHERS 1/4" MAX. 2 1/2" MIN. EDGE DISTANCE SHIM SPACE EXTERIOR FINISH LL: ' ~ BY OTHERS IX WOOD BUCK t' ' BY OTHERS - SEE GLAZING y)y': / ~ cy ' •.. . ' DETAIL 1 EXTERIOR FINISHPROF`` CAULK BETWEEN MASONRY 61X EXTERIOR BY OTHERS PERIMETER CAULK 0 NCONCRETE/ O.A BY OTHERS e Z= Zx ZWOODBUCKBYOTHERSWINDOWoaN CONCRETE/ MASONRY BY OTHERS WIDTH 1) PPG WO 2 9AVERTICALSECTION HORIZONTAL SECTION 3 SILL - 1X WOOD/CONCRETE/MASONRY 3 JAMB - 1X WOOD/CONCRETE/MASONRY SHEET: 3 OF 54712FLANGE4712FLANGE O.A. WINDOW HEIGHT 1 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 SEE GLAZING) DETAIL 1 i EXTERIOR O.A. WINDOW HEIGHT I, 3 THREADS MIN. ENGAGEMENT 1/4" MAX. SHIM SPACE INTERIOR F VERTICAL SECTION 4 HEAD - IX WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAIL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHINGBYOTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD -FRAMING BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE METAL STUD FRAMING BY OTHERS 8 SELF -TAPPING SCREW 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT E VERTICAL SECTION SILL- PRECAST CONCRETE 4712 FIN 1/4" MAX. SHIM SPACE 8 SELF -TAPPING SCREW_ INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN. ENGAGEMENT SHEATHING' BY OTHERS EXTERIOR FINISH J BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH G HORIZONTAL SECTION 4 JAMB - STEEL STUD FRAME 4712 FIN EXTERIOR H VERTICAL SECTION 4 MEETING RAIL INTERIOR M PLy GEM WI NDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 54OA84-6348 FX: 540484-6683 a0 z Jpa M 4ko ZH o m SEE GLAZING v=i a m DETAIL m N 0 LLpz oar am m Zam: pv z 0 'o aJOW -1 aZ w a m w o a EXTERIOR aa INTERIOR LL U1 F- ai AIL„ w aO zz v] Y= a 0 DWG #: PGW029 SHEET: 4 OF 5 1/4" MAX. SHIM SPACE` 3 THREADS MIN. PLy GEM SHEATHING ENGAGEMENT 8 SELF -TAPPING SCREW f. WINDOWS BY OTHERS INSTALLATION ANCHOR 8 SELF -TAPPING SCREW 433 N. MAIN sr., Po sox 559, ROCKY MOUNT, VA 24151 EXTERIOR FINISH METAL STUD FRAMING INSTALLATION ANCHOR BY OTHERS BY OTHERSBY PH: 4B4-6348METALSTUDFRAMING540 FX: 540-484-6683 M PERIMETER CAULK BY OTHERS BY OTHERS V. d M Za v7ka v SEE GLAZING oN w N a o 3 THREADS MIN. DETAIL 1 N o V)_ M A O.A. 1/4" MAX. ENGAGEMENT N G WINDOW SHIM SPACE SHEATHING' o u = LL o < HEIGHT f 3/4" O.A. INSULATED GLASS BY OTHERS d SEE GLAZING) N DETAIL 1 r r. r r r... . owc --' o < e d m w a aEXTERIOR1"++ EXTERIOR INTERIOR DOW 1199 EXTERIOR FINISH BY OTHERS w rn x SILICONE O.A. PERIMETER CAULK WIN QBYOTHERS VERTICAL SECTION L HORIZONTAL SECTION 5 HEAD - 1X WOOD/CONCRETE/MASONRY 5 JAMB -STEEL STUD FRAME m f 4812 FIN 4812 FIN 112" MIN. GLASS 1/4" MAX. Z BITE \ SHIM SPACE SEE GLAZING O Z DETAILS O 1 GLAZING DETAIL 1 8 SELF -TAPPING SCREW EXTERIOR INTERIOR INSTALLATION ANCHOR w U) in O.A. NOTE: METAL STUD FRAMING WINDOW 1/4" MAX. GLASS THICKNESS AND TYPE BY OTHERS HEIGHT SHIM SPACE SHALL COMPLY WITH ASTM E 1300 GLASS CHART REQUIREMENTS O INTERIOR 3 THREADS MIN. Z m 0 * i ENGAGEMENT PERIMETER CAULK BY OTHERS METAL STUD FRAMINGSHEATHING r} EXTERIOR FINISH BY OTHERS BY OTHERS BY OTHERS 1 SHEATHING BY OTHERS 3 THREADS MIN. 8 SELF -TAPPING SCREW INSTALLATION ANCHOR EXTERIOR FINISH N ENGAGEMENT SEE GLAZING BY OTHERS dam, ••.. .•• FyDETAIL1PERIMETERCAULKi c PRO BY OTHERS O a JJ3 EXTERIOR O A C5 p Z i y Z a:") Q H ZfWINDOWQ I/\ VERTICAL SECTIONWIDTH DWG #: rK \ HORIZONTAL SECTION PGW0295SILL - PRECAST CONCRETE JAMB SHEET:5 OF 5 4812 FIN 5 - STEEL STUD FRAME 4812 FIN INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8 WOOD SCREW, IOU COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 8. 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 BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: - 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD 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. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. 7. DESIGNATIONS "X"AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL 6 INSTALLATION NOTES 2 ELEVATIONS 6 ANCHOR LAYOUTS 3 4712FL VERTICAL 8 HORIZONTAL SECTIONS 4 4712F VERTICAL d HORIZONTAL SECTIONS 5 4812F VERTICAL d HORIZONTAL SECTIONS PRODUCT OVERALLSIZE-- DP -RATING--MISSILE-IMPACT- PSF)-- RATING- -- WIDTH- HEIGHT- 4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 53" 72" 50/ -60 NOT RATED 4712F- 53"-- 72'--- 50%60===NOT:RATED- 4712F 48" 83.93" 50/-60_ NOT RATED 4812F 48"__._ 84_.. 50./-60-_--NO.T_RATED- 4812F.. 48" 96". 1 +30/.-30 1 NOTRATED. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:47:11-04'00' PLY I GEM 433 N. MAIN 5T., PO BOX 559, ROCKY MOVNT, VA 24151 PH: 540 84-6348 FX: 540-484-6683 m n ZRko U) Z Z v) J ^' a Zo a mO= v w e Or a v LL N Zl5H m V m w nmv1 Z FZ-1 w H WOfa m m a o U) F 31 o f I L 1 L'UmV) m J V) 4 3i == vZ 00 '0 v V) DWG #: PGW030 SHEET: 1 of 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" 3 4 D UNIT MAX. HEIGHT 72.00" H 4 „X„ A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION UNIT MAX. WIDTH 48,00" 01.0 MAX. WIDTH 44.31" J 5 B F 3 4 bD D.L.O. MAX. 5 3 HEIGHT "0" 33,25" UNIT MAX. HEIGHT 96.00" H „X„ SASH MAX. 4 HEIGHT 36.31" SEE ANCHOR 3 4 SEE ANCHOR SCHEDULE I SCHEDULE 5 SASH MAX. WIDTH 46.25" SEE ANCHOR ELEVATION 0•• SCHEDULE X,. SEE ANCHOR SCHEDULE ANCHOR LAYOUT D.L.O. MAX. HEIGHT 45.56" HEADGE SILL= 7AM6 O C DISTANCE- CORNER DISTANCE ED- INSTALLATION= TYPE-- QTY PER LOCATION SUBSTRATE IN.)--- O.C. DISTANCE IN,) DISTANCE- O.C. DISTANCE. EMBEDMENT ANCHOR:-TYPE-= IN.) 8 WOOD= 10D COMMON OR=11— GAUGE_ROOR NAIL_ FIN -' WOOD— 1__.-- IOWOOD=ANCHOR.-_=FLANGE 1=_ WOOD=— 15 BI PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 y mM H. M V # o < SASH MAX. v 2 a c v LL HEIGHT 35.88" y m Z Q m a v w <" zm 0-cW -K F w Q Z) d mw a w LUd a rn x a M H a0 V I H zo H v Lu W In LL o ;•,IP 1 1. ir; m y m J V) Q 3 _= uZ 00 o li V) DWG #: PGW030 SHEET: 2 OF 5 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS f STRUCTURAL GRADE— O.A. SILICONE BY OTHERS WINDOW HEIGHT — I EXTERIOR O.A. WINDOW HEIGHT 3/4" MIN. EDGE DISTANCE 1 112" MIN EMBEDMENT 1/4" MAX. SHIM SPACE 1 SEE GLAZING DETAILI INTERIOR g VERTICAL SECTION 3 HEAD - 2X WOOD BUCK 4712 FLANGE SEE GLAZING EXTERIOR DETAILI STRUCTURAL GRADE - SILICONE BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS Awls A VERTICAL SECTION 3,1 SILL-2X WOOD BUCK 4712 FLANGE 1/4" MAX. SHIM SPACE INTERIOR 1 1/2" MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL I EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS f WINDOW WIDTH HORIZONTAL SECTION 3 JAMB - 2X WOOD BUCK 4712 FLANGE 1/4" MAX. 1 112" MIN. SHIM SPACE EMBEDMENT 2X WOOD BUCK BY OTHERS INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL 3/4" MIN. EDGE DISTANCE SHEATHING' BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O.A. WINDOW WIDTH D HORIZONTAL SECTION 3 JAMB - 2X WOOD FRAME 4712 FLANGE PPLyGEMWINDOWS 433 N. MAIN 5T, PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 J m m Oz< v O Z d m J a of uSZQ c O LL p w z m m a h Z N J O W Z m 0' ~OQ aFVa J F W d m W p W Oc ay T 2 ap LL yam-• F • o ;'In gym• 3i == uZ o p V V) WG #: PGW030 HEET: 3 of 5 CAULK BETWEEN CONCRETE/ MASONRY 6 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT f SEE GLAZING) DETAILI EXTERIOR 1 1/2" MIN. EMBEDMENT 100 COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 1 T INTERIOR VERTICAL SECTION 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR a / HEAD - 2X WOOD BUCK 4712 FIN SEE GLAZING DETAIL 1 EXTERIOR INTERIOR 1 O.A. WINDOW HEIGHT 1/4" MAX. SHIM SPACE PERIMETER CAULK 3/4" MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH ..t BY OTHERS 2X WOOD BUCK BY OTHERS #8 WOOD SCREW CAULK BETWEEN 1 112" MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY d2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY E VERTICAL SECTION BY OTHERS 4 SILL - 2X WOOD BUCK 4712 FIN 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT SHEATHING' BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH G HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME 4712 FIN H VERTICAL SECTION 4 MEETING RAIL INTERIOR SEE GLAZING DETAILI EXTERIOR PLy GEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-464-6348 FX: 540-484-6683 a Q u # 0 w Z4 < 1p0 n Ny QMSZ d m J a 1L riri O = cc oJ' aw LL w ro m u m w Z Qm < a I Z a o T O W J Q Z Cw i mwo aLu , H w a p M i Q Lo Z O H z H H V Lu V) W LuLibp . 0 N V) COm V) aq 3ln i _= uzo n u V) 4 of 5 CAULK BETWEEN CONCRETE/ MASONRY 6 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS O.A. WINDOW HEIGHT t EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 112" MIN. EMBEDMENT 8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DI5TANCE 2X WOOD BUCK BY OTHERS 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1 1/2" MIN. EMBEDMENT SHEATHING' BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING 3/4" O.A.INSULATED EXTERIOR FINISH DETAILS GLASS BY OTHERS EXTERIOR INTERIOR PERIMETER CAULK BY OTHERS O ADOW1— SILICONE 1VERTICALSECTION 5 HEAD - 2X WOOD BUCK 4912 FIN 1/2" MIN. GLASS BITE GLAZING DETAIL 1 NOTE: SEE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY DETAIL 1 WITH ASTM E 1300 GLASS CHART REQUIREMENTS 1 EXTERIOR INTERIOR O.A. WINDOW HEIGHT 1/4" MAX. SHIM SPACE SEE GLAZING DETAILI EXTERIOR PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540484-6683 Q Z < ni v ZZoNw Q Z Q N p M n U7 O l6 U1 J '•' iF, m Z Q m a v v1 2 CJ Z 1Qa m O w H Q Z w wN W wm p .".. Ui Q M a a L WINDOW WIDTH HORIZONTAL SECTION u') Tm 5 JAMB-2X WOOD FRAME 4812 FIN O 3/4" MIN. EDGE DISTANCE CAULK BETWEEN INTERIOR 1/4" MAX. CONCRETE/ MASONRY 6 2X H H SHIM SPACE WOOD BUCK BY OTHERS CONCRETE/ MASONRY w u w BY OTHERS 2X WOOD BUCK SEE GLAZING DETAIL rrs PERIMETER CAULK 3/4' MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH ...`_ BY OTHERS 2X WOOD BUCK BY OTHERS #8 WOOD SCREW CAULK BETWEEN 1 1/2" MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY 6 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY I VERTICAL SECTION BY OTHERS 5 SILL - 2X WOOD BUCK 4812 FIN EXTERIOR r. BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR C) Z 11/2" MIN. EMBEDMENT_ EXTERIOR FINISH BY OTHERS PERIMETER CAULK J pit ti f WINDOW BY OTHERS Q o Z v- S v Z WIDTH mo 'o I l HORIZONTAL SECTION DWG#: P6W030 JAMB-2X WOOD BUCK 4812 FIN SHEET: 5 OF 5 City of Sanford F D Doors - Windows Application Checklist i All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value f_Copy of applicable contractor's license issued by the State of Florida (if the contractor is the Napplicant). if v J-A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). q-k- Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). k Two (2) copies of the floor plan indicating size; type and location of windows/doors. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Y. Revised: February 2015 DEC. 2016 REQUIRED INSPECTION SEQUENCE BP# Address: 28 3 3 E RavA BUILI ING PERMIT Min Max Ins ection Descri $ion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) . I+ LECTRICA`L PERMIT . Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Y '*i'b®®.*gg 'F.';py7af C%'T iF a''`#'+ ,+nr.^"'#ai' Max iz5,z" <•• 'da', `, y , ! „ Y Ins ection Descrn tionMin Plumbing Underground Plumbing -Sewer Plumbing Tub Set Plumbing Final Min Max Inspection Description Mechanical Rough Mechanical Final Minn Max Inns ecti®n Descrijption Gas Underground Gas Rough Gas Final REVISED: June 2014