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Home My WebLink About2538 Magnolia Ave 17-1452; FRONT DOOR REPLACEMENTr'' o Y' CITY OF SANFORD MAY$ 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 11L. Documented Construction Value: $ "- ' o Job Address: MASrIOLA. A OF %hU PC Historic District: Yes No Parcel ID: Residential Y Commercial Type of Work: New Addition Alteration Repair K] Demo Change of Use Move Description of Work: s:lp F ro1 c 00r Plan Review Contact Person: X C-rY 1 /- Title: ' Phone: AA - o • O Fax: Email: Y iMk_TT1y(-;)A8Le-,,bM Property Owner Information Name /tirr4 MA41l II Phone: Lip &q 69 oo Street: 2-C8 $ MAe ha_`A AVy E , - Resident of property? : V 1=S City, State Zip: SAY4i'') j Contractor'Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: 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 Q 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. /fI77 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 OL O PULL 0111A19.1,6Z-M Permit Application0r?lotv QQ 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. t-)$- n Signature of er/Agent Date Tsrra MN4)IM 1)-1 %-I Print Owner/A ent's Name Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature ofNo a -St e of load Date Signature of Notary -State of Florida Date Reor AbEntractorteofFlorida er FF 013507 17 Owner/Agent is Personally Known toontractor Agent is Personally Known to Me or Produced ID Type ofID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building e Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: 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: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AMDAVIT 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. 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 7 lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 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. rA 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 7A persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. 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 anyhi 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 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. 1 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 r 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 TA that I am the party legally and financially responsible for the proposed construction activity at the address listed below. 7 I agree to notify the building department immediately of any additions, deletions, or changes to any of the information I have disclosure inthatprovidedonthisor 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 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: 2S3$ MtY ,no),A A VC SAPICW VL I, rcf Yh M A4 1/4 , do hereby state that I am qualified and capable of rforming the requested construction involved with the permit application filed and agree to the conditions specified above. Signature ofOWner-Builder Date Form of Identification Must be Photo ID) 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 SCPA Parcel View: 01-20-30-506-0000-2060 Page 1 of 2 Property Record Card Ur4d Mmsati,Ct'A Parcel: 01-20-30-506-0000-2060 R Owner: MARTIN TERRY D &MARSHA J SCnuaaCx. rxxxvy v, wr,t- Property Address: 2538 S MAGNOLIA AVE SANFORD, FL 32773-5175 Parcel Information Parcel l 01 20-30 506 0000 2060 Owner MARTIN TERRY D & MARSHA J Property Address 2538 S MAGNOLIA AVE SANFORD, FL 32773-5175 Mailing 2538 S MAGNOLIA AVE SANFORD, FL 32773-5175 Subdivision Name WOODRUFFS SUBD FRANK L Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Value Summary 2017 Working 2016 Certified Values Values Valuation Method CosUMarket I CosUMarket Number of Buildings i 1 1 Depreciated Bldg Value 58,221 52,881 Depreciated EXFT Value 1,301 i $1,351 Land Value (Market) 36,000 36,000 Land Value Ag Just/Market Value *' 95,522 90,232 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 1$0 j $1,064 P&G Adj 0 0 Assessed Value i $95,522 89,168 Tax Amount without SOH: 1,795.00 2016 Tax Bill Amount 1,795.00 Tax Estimator Save Our Homes Savings: 0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 206 208 210 212 214 216 & E 1/2 OF VACD ALLEY ADJ ON W FRANK L WOODRUFFS SUBD PB3PG44 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 95,522 ? 0 95,522 Schools m 95,522 ` 0 95,522 City Sanford 95,522 E 0 i 95,522 SJWM(Saint Johns Water Management) j 95,522 j ...... 0 95,522 County Bondss 95,522 0 95 522 1 Sales Description Date Book Page Amount Qualified Vac/Imp ADMINISTRATIVE DEED 5/1/2011 07578 l 0840 100 , No Vacant PROBATE RECORDS 3/1/2011 E 07537 E 0077 i 100 1 No Improved PROBATE RECORDS 8/25/2009 07242 0315 i m 100 i No Improved F nr d Comparable Sales _ Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 j 1 48,000.00 36,000 a Building Information Year Built Description Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 SINGLE 1958 6 3 2_0 1,301 [ 1,936 1,476E CONC $58,221 $99,100 j Description Area FAMILY BLOCK ? j 175.00 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=01203050600002060 5/18/2017 Florida Building Code Online RECORD COPY Page 1 of 3 Bw,g i r as .m ` nkm+ ; i _ a`` ., tf'i'`ut!.. , BCIS Home Log In E User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links j Search Florida KProduct Approval UY,pr °' .USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12769-R7 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 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Product Manufacturer JELD-WEN LICENSE TO PROCEED WITH THE WORK AND NOT AS Address/Phone/Email 3737 Lakeport Blvd AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Klamath Falls, OR 97601 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 800) 535-3936 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT fbcl@jeld-wen.com THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, Authorized Signature Kaede McLaughlin CONSTRUCTION OR VIOLATIONS OF THIS CODE fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com REVIEWED FOR CODE COMPLIANCE Quality Assurance Representative Address/Phone/Email PLANS EXAMINER s z2 - /-7 Category Exterior Doors DATE Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By JX DING SPNFOFtO Product Approval Method Method 1 Option A OEPAR, Date Submitted 10/20/2016 http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsmFBcODh9XI... 5/22/2017 Florida Building Code Online Page 2 of 3 Date Validated 10/23/2016 Date Pending FBC Approval Date Approved 10/30/2016 of Products FL # Model, Number or Name 12769.1 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Product Can Be Installed In The X, OX/XO, OXO, XX, OXX/XXO, and OXXO Configurations Per Installation Instructions. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. Description Full Lite, Inswing Door w/ or w/out Sidelites, 12'-0" x 6'-8" Certification Agency Certificate FL12769 R7 C CAC NI009887-R4 Certificate.pdf Quality Assurance Contract Expiration Date 03/31/2020 Installation Instructions FL12769 R7 II A008730 SS 2013-09-08.pdf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R7 AE PER3791.pdf Created by Independent Third Party: Yes 12769.2 Contours Steel, Wood Edge Full Lite, Inswing Door, w/ or w/out Sidelites, 12'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI009887-R4 Certificate.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 03/31/2020 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R7 II A008730 SS 2013-09-08.0 XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts. Since Created by Independent Third Party: Yes product does not meet water infiltration requirement for Evaluation Reports HVHZ, it must be installed per overhead requirements as FL12769 R7 AE PER3791.odf identified in Sec. 4410.2.3.2 of the Florida RBC. Created by Independent Third Party: Yes 12769.3 Contours Steel, Wood Edge Full Lite, Outswing Door, w/ or w/out Sidelites, 12'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI009887-R4 Certificate.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 03/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R7 II A008731 SS 2015-10-03.Ddf XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions. Since product does not meet water infiltration Created by Independent Third Party: Yes requirement for HVHZ, it must be installed per overhead Evaluation Reports requirements as identified in Sec. 4410.2.3.2 of the Florida FL12769 R7 AE PER3792.pdf RBC. I Created by Independent Third Party: Yes 12769.4 Contours Steel, Wood Edge Full Lite, Outswing Door, w/ or w/out Sidelites, 12'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI009887-R4 Certificate.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 03/31/2020 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FL12769 R7 II A008731 2015-10-03.0f XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts. Since Created by Independent Third Party: Yes product does not meet water infiltration requirement for Evaluation Reports HVHZ, it must be installed per overhead requirements as FL12769 R7 AE PER3792.1)df identified in Sec. 4410.2.3.2 of the Florida RBC. Created by Independent Third Party: Yes 12769.5 Contours Steel, Wood Edge Half Vent Lite Outswing Door, 3'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI011489-R1 Certificate.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 01/31/2020 Design Pressure: +55/-55 Installation Instructions Other: Product meets water infiltration requirements for FL12769 R7 II A009078 SS 2013-02-28.pdf HVHZ Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769 R7 AE PER3793.1)df Created by Independent Third Party: Yes 112769.6 1 Contours Steel, Wood Edge I Full Lite, Outswing Door, w/ or w/out Sidelites, 9'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12769 R7 C CAC NI011352-R1 Certificatexdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEV XQwtDgsmFBcODh9XI... 5/22/2017 CONTOURS PREMIUM STEEL WOOD EDGE FULL LITE NON -IMPACT INSWING, UP TO 1'2'-0" XV-8" GENERAL NOTES 1. THIS FIR ODUCTIS:DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE,(I:B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C:) AND THE CURRENT. FLORIDA 'BUILDING 'CODES (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO TAS 202-94 ASTM E330-02,, E283.04, E331-00 AND AAMA 1304-02. NOTE: ODL SMART FRAME IS HVHZ EXEMPT AND ONLY RATED' FOR WINDZONE4. 2. 1X AND 2X'WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY'OF 0.55:01R,.GREATER., 3. CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL HAVE A MINIMUM Fc OF 3000psi OR MASONRY/CMU BHA LL,CONFORM TO AS TM C90^ 4.,PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 6 & 7. DIMENSIONS;SHOWN FOR ANCHOR SPACING AREbALWAYS' FROM,EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO, BASE MATERIALSHALL BE BEYOND WALL DRESSING OR STUCCO: II-110 LiQuUMCINI JVrCRI..CVCJ.I 1 — M—F IWFA1-1- INSTRUCTIONS FOR NON -IMPACT RATED DOORS. FO IMPORTANT INSTALLATIONINSTRUCTIONS,:REFER TO DOCUMENT #J11106 (INSTALLATION INSTRUCTIONS.FO PRE -HUNG ENTRY DOORS} FOUND ON THE JELD-WEN WEBSITE; JELD-WEN.COWLEARN/RESOURCES/ INSTALLATION & FINISHINGL 6. FLORIDA APPROVED SHUTTERS'ARE NEEDED WHEN IMPACT PROTECTION I'S REQUIRED. 7E INTEGRAL MULL POSTS & DOUBLE -BACK, JAMBS ARE INTERCHANGEABLE. SEE SHEET 3 FOR MULLING INSTRUCTION& 8. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16" DEEP: EXAMPLE: 3/16"—l. l ' NON -IMPACT LITE 371/2" MAX: O.A. SEE;SHT. #3 FRAME TYP: 2 w W a A Fwp`/ z a: Z G 0 11 1 ACTIVE FIXED 3-0 X-6-8 ELEVATION SINGLE-(X) & (0) n 1v1v: R OTHER' 149" MAX. FRAME JELD=WEN 111 1/2" MAX. FRAME( 37 M MAX: R. D.L.O. I FRAME TYP.. SHT. #3 S: O d,w o Itw. O fI 2 LL ZQK M < LL ~ \ 10 LuLu s s s_ INACTIVE "ACT NE FIXED FIXED, DESIGN PRESSURE RATING: _ SIZE QUALIFIES! FULL LITE NON -IMPACT ACTIVE PANEL&WITH'OR'WIO SIDELITES 6 MAX. PANEL WIDTH.= 35"3/4' 6-8 TALL SYSTEMS: ('XX) (X,XO) (OXXO) ('X) (OX) (XO) (OXO)I WITHOUT WITH SURFACE BOLTS SURFACE:. BOLTS: SURFACE BOLTS: AND ODL SMART FRAME. INSWING E- +.55 + 66- + 60' NEGATIVE _ 6 COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25" MAX': THK.) 'WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER). WOOD '% AS REQ. 3 '1'x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER), WOOD AS'REQ. 4 #10 WOOD INSTALLATION SCREW W/`1 1/2" MIN'. EMBEDMENT STEEL AS REQ. 5: .3116" ITW TAPCON ANCHOR W/ 1,114" MIN. EMBEDMENT STEEL AS REQ. 6 1#9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4- 7 #8 X 2"PHILLIPS FLATHEAD WOOD'SCREW' STEEL AS REQ. 8 #9 X 3/4,, PHILLIPS' FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1",O.A. IG NON -IMPACT FRAME BY ODL Polypropylene 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES'780 STEEL 1 12 1" O:A. IG NON -IMP. SMART FRAME BY ODL Pdypropylenj 1 OR 4 13 .314" O.A. IG NON -IMPACT VENT UNIT BY ODL P,olypropylen 1 NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION: IF AUTHORITY HAVING f JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT'SH,ALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY G' OVERHANSUCH THAT OVERHANG;(OH) RATIO OH LENGTH = OH HEIGHT IS ? 1.0 DOUBLE BACK OVERHANG MULL POST JAMB: MULL. RATIO SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS 12=0 X.i6-8 ELEVATIONREQUIRINGOP-55 OR: LESS DOUBLE :DOOR W/ FULL 3-0 SIDELITES (OXXO)' FRAME r--75"'MAX. FRAME-- sf ACTNE: FIXED 6-0,X 6=8 (OX) Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date, 2013.09.08 19:5& 12-04'00' 6 0 X 6-8 (XO) 74" MAX. FRAME----i TYP 10 P. r 112 1/2" MAX. FRAME i 112 1/2"'MAX. FRAME-1 III l 6-0 X 6-8 (XX) R(SURFACE BOLTS NOT EOUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS' 9-0 X 6=8 Ill 1/2" M7 LiLjl M; O O N N pO o1 a co LT T t M E C m r, M L. l MYc ,[L V) J JZ Z £ OM Q op H, Q Z ko ¢ m uyLu V) Q J WW d F- V o r .z' W z W 41, 0 . AE. >z/zo/zorzLE NONEev: G.LUBBE 4,; (L/ nK.ar S.SAFFELL DRAWING Na: ACTIVE AILL AACH F p' 008730 FBPE'' , RI.X N5%B SHEET 1 cF DESIGN PRESSURE RATING: _ SIZE QUALIFIES! FULL LITE NON -IMPACT ACTIVE PANEL&WITH'OR'WIO SIDELITES 6 MAX. PANEL WIDTH.= 35"3/4' 6-8 TALL SYSTEMS: ('XX) (X,XO) (OXXO) ('X) (OX) (XO) (OXO)I WITHOUT WITH SURFACE BOLTS SURFACE:. BOLTS: SURFACE BOLTS: AND ODL SMART FRAME. INSWING E- +.55 + 66- + 60' NEGATIVE _ 6 COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25" MAX': THK.) 'WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER). WOOD '% AS REQ. 3 ' 1'x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER), WOOD AS'REQ. 4 # 10 WOOD INSTALLATION SCREW W/`1 1/2" MIN'. EMBEDMENT STEEL AS REQ. 5: . 3116" ITW TAPCON ANCHOR W/ 1,114" MIN. EMBEDMENT STEEL AS REQ. 6 1#9 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4- 7 # 8 X 2"PHILLIPS FLATHEAD WOOD'SCREW' STEEL AS REQ. 8 # 9 X 3/4,, PHILLIPS' FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1",O.A. IG NON -IMPACT FRAME BY ODL Polypropylene 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES'780 STEEL 1 12 1" O:A. IG NON -IMP. SMART FRAME BY ODL Pdypropylenj 1 OR 4 13 . 314" O.A. IG NON -IMPACT VENT UNIT BY ODL P,olypropylen 1 NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION: IF AUTHORITY HAVING f JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT'SH,ALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY G' OVERHANSUCHTHAT OVERHANG;(OH) RATIO OH LENGTH = OH HEIGHT IS ? 1.0 DOUBLE BACK OVERHANG MULL POST JAMB: MULL. RATIO SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS 12= 0 X.i6-8 ELEVATION REQUIRINGOP-55 OR: LESS DOUBLE : DOOR W/ FULL 3-0 SIDELITES (OXXO)' FRAME r--75"'MAX. FRAME-- sf ACTNE: FIXED 6- 0,X 6=8 (OX) Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date, 2013.09.08 19:5& 12-04'00' 6 0 X 6-8 (XO) 74" MAX. FRAME----i TYP 10 P. r 112 1/2" MAX. FRAME i 112 1/2"'MAX. FRAME-1 III l 6- 0 X 6-8 (XX) R( SURFACE BOLTS NOT EOUIRED FOR APPLICATIONS REQUIRING DP-55 OR LESS' 9- 0 X 6=8 Ill 1/2" M7 LiLjl M; O O N N pO o1 a co LT T t M E C m r, ML. l M Yc ,[L V) J J ZZ £ OM Q op H, Q Z ko ¢ m uyLu V) Q J W Wd F- V o r .z' W z W 41, 0 . AE. > z/zo/zorzLE NONEev: G. LUBBE 4,; (L/ nK. ar S.SAFFELL DRAWING Na: ACTIVE AILL AACH F p'008730 FBPE'' ,RI. X N5%B SHEET 1 cF NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION: IF AUTHORITY HAVING f JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT'SH,ALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY G' OVERHANSUCH THATOVERHANG;(OH) RATIO OH LENGTH = OH HEIGHT IS ? 1.0 DOUBLE BACK OVERHANG MULL POST JAMB: MULL. RATIO SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS 12=0 X.i6-8 ELEVATION REQUIRING OP-55 OR: LESS DOUBLE :DOOR W/ FULL 3-0 SIDELITES (OXXO)' FRAME r-- 75"'MAX. FRAME-- sf ACTNE: FIXED 6- 0, X 6=8 (OX) Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date, 2013. 09.08 19:5& 12-04'00' 6 0 X 6-8 (XO) 74" MAX. FRAME----i TYP 10 P. r 112 1/2" MAX. FRAME i 112 1/2"'MAX. FRAME-1 III l 6-0 X 6-8 (XX) R(SURFACE BOLTS NOT EOUIRED FOR APPLICATIONS REQUIRING DP- 55 OR LESS' 9-0 X 6=8 Ill 1/ 2" M7 LiLjl M; O O N N pO o1 a co LT T t M E C m r, M L. l M Yc ,[LV) J J Z Z £ OM Q op H, Q Z ko ¢ m uyLu V) Q J W W dF- V o r . z' W z W 41, 0 . AE. > z/ zo/zorzLE NONEev: G.LUBBE 4,; (L/ nK.ar S.SAFFELL DRAWING Na: ACTIVE AILL AACH F p'008730 FBPE'' , RI.X N5%B SHEET 1 cF M; O O N N pO o1 a co LT T t M E C m r, M L. l M Yc ,[LV) J J Z Z £ OM Q op H, Q Z ko ¢ m uyLu V) Q J W W dF- V o r . z' W z W 41, 0 . AE. > z/ zo/zorzLE NONEev: G.LUBBE 4,; (L/ nK.ar S.SAFFELL DRAWING Na: ACTIVE AILL AACH F p'008730 FBPE'' , RI.X N5%B SHEET 1 cF 53" MAX. FRAME 15 112" MAX. FRAME TYP. NON-IMPACT'LITE SEE SHT. #3 LU Lu u- coz 0. 105"MAX.'FRAME' 1891/2!'MAX. FRAME — 15 1/2" MAX., D.L.O. FRAME,TYP._ SHT. #3 d Gj d w o c" tL I6U) X, LIJ co T— q ACTIVE I.FIXED iv I 891/2"MAX' , FRAME 74"MAX,FRAME--_- 15 1/2" MAX. FRAME TYP. INACTIVE DOUBLE BACK DOULL POST JAMB MULL SURFACE BOLTS NOT EDREQUIREDFORAPPLICATIONS REQUIRING DP-55"OR LESS 8-4 X 6-8 ELEVATION 7-2 X 6-8 ELEVATION DOUBLE DOOR'WI 1-2 SIDELITES (OXXO) DOUBLE DOOR W/ 1-2 SIDELITES (XXO OR OXX) 53- MAX. FRAME 68 "2' MAXFRAME—] 15 112" MAX. FRAME 15 112 - MAX'.F FRAME TYP. 0 X37 FRAME' 7 4k 195/8" MAX; 1L d 0 ACTIVE FIXEDF ACTIVE, 4-2 X 6-8 ELEVATION 42 X 6-8 ELEVATION 5-4 X 6-8 ELEVATION DOUBLE (OX) DOUBLE (XQ) TRIPLE, (OXO) 3-0 X 6-8 ELEVATION VENT LITEI(X) 11111(i7l, / S F.// MAX'. 4 UNITS EXAMPLE: OXXO, OXO, OX 6- #8 X 2" PFH SCREW AT EACH MULLION TYP. T- FIXED APPLY,DAP ALEX PLUS, SILICONE OR EQUIV. BETWEEN JAMBS BEFORE MULLING 6"MAX,- D.L.0. ODL 1"O.A. NON -IMPACT ODL 1" O.A. NON -IMPACT 1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN INTERIOR 1/8"TEMPERED VIVIAX 1 3/4" a INTERIOR SIDE' 1/8!'TEMPERED 1/2"GLASS BITE I 3/ 8- MIN. GLASS —13i8'MIN. GLASS 1 3/8" 1— BITE 1 1/2. r_ BITE DETAIL B3 DETAIL 133, ODL, NON-,IMPACT GLAZING DETAIL QDL SMART FRAME NON - IMPACT GLAZING DE" DETAIL A3 6) FASTENER LOCATIONS AT DOUBLE - BACK JAMB ATTACHMENT NON - IMPACT 3/ 4' OA 1/ 2"AIRGAP 1/ 8"TEMPERED EXTERIOR SIDE I - ii T 3 ol 7 1" MIN. 1",MIN.. I" MIN. I" MIN. 4 Cl 2 1/2" MIN. I 1i2" MIN. EMB. EMB. 114- 1/4" MAX MAX.. SHIM SHIM f/8" SEE NOTE #7 'SEE NOTE EXTERIOR ON SHEET I ON SHEET`1 8 X 3" PFH FOR INTERIOR STRIKE PLATE INSWING. OPERATING UNITJ_. VERTICAL CROSS,SECTION EXTERIOR HEAD JAMB:' INSWING OPERATING UNIT INTERI OR W1 OPTIONAL SURFACE BOLTJ VERTICAL CROSS SECTION HEAD JAMB 2 1 112* MIN. 1/4' MAX., HINGE DETAIL: E BEu SHIM TOP = 6 SCREWS,(ITEM #8),2 SCREWS (ITEM #6) CENTER' =8 SCREWS (ITEM #8) BOTTOM- 8,SCREWS (ITEM #8) 1. MIN SEE NOTE #7 ON SHEET 1 8 XEXTERIOR MIN. r2X INTERIOR INSWING SHOWN I / 1" MIN: I I — 1 1/2" MIN. EMB. 1/4" V MAX. SHIM SEE NOTE #7 ON'SHEET 1 OPTIONAL WOOD INSWING FIXED.OR BOTTOM OPERATING UNIT RAIL I VERTICAL CROSS SECTION ENDUPA ZAIL4566 1" MIN. 17-77 1'1/2" MIN. EMBED. INSWING FIXEb, UNIT 7-7v VERTICAL CROSS SECTION HEAD JAMB " OPTIONAL- NAL WOOD BOTTOM RAIL EXTERIOR 8 X 3" PFH. FOR, STRIKE PLATE 2X INTERIOR' O 11/2" MIN. EMBED. 1„ MIN 1" MIN. E>NOTES: EXTERION I MINCQ 11 FOR,PLACEMENT OF ITW TAPCON ANCHORSIN 2X,BUCK OR 1X, BUCK, CONCRETE/MASONRY A OPENINGS, SEE SHEET 5 1" MIN. 1" MIN, ANCHOR CAN BE PLACED IN SEE NOTE *7_, B4OPTIONALLY, NARROW SECTION OF HEAD OR JAMAS LONG -AS MINIMUM EMBEDMENT AND EDGE_ T— 4- 1: ON SHEET 1 1'14",M DISTANCE ARE ACHIEVED. MAX. SHIM SHIM 1 1/2" MIN.,E:> ITEM #6,(#9X21/2*)TWO SCREWS TOBE 13 s o11/2" MIN. EMBED. EMBED. INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP._ 6) INS I WINOIATdH JAMB,AT FRAME HORIZONTAL CROSSSECTION INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION I> AT S,ILL, PLACE ANCHOR INSILLBASEMATERIALFORMAXIMUM SUPPORT., FBPE 1" MIN I" MIN I" MIN iri 0 " r C,, 0 00 O. m Ii LO -. j E 0 uj: Lnz INTERIOR 0 ILL uI x zO 2 x 0 cp 00 Z, 'D m f0 Lu x o Z LulLu PERATING UNIT t; , 00 j'91WACE BOLT cn a 2, C Wig a: =Y 2 Dz 0 Ln o z Q u DATE: 12/20/2012 scn NONE DWG. By,: G.LUBBECKE qy: S.SAFFELL O.7.. DRAWING No, 38 A008730 kM 29578 SHEET' 4 OF 7 CONCRETE/MASONRY — 1"MIN. - 1"'MIN. 1"-MIN.. 1";MIN. CONCRETEIMASONRY 1- MIN., -I- MIN. BY OTHERS 1-" MIN BY OTHERS ..— 1' M 1" MIN. 1" MIN: IN — 1" MIN:. 1 114" 1" MIN: 1 1 1/4" MIN.. 1" MIN. 1 1"M MIN,, 1' MIN. EMB. 1 114" 4 5 - EMBED MIN. EMBED d 5 d MIN^ L " .2 r CONCRETE/ el ASNRY EMBED I 1l. BY OTHERS MAX..- - . M>ix• INTERIOR, MAX. OPTIONAL --•,.- ..SHIM SHIM SHIM .. WOOD \ EXTERIOR MAX,. / INTERIOR SEE'NOTE #P- SEE NOTE #7 'EXTERIOR, INTERIOR BOTTOM EXTERIOR{ INTERIOR SEE NOTE #7 SHIM EXTERIOR ON SHEET 1 INTERIOR: ON SHEET 1. RAIL l j ON SHEET-1 INSWING OPERATING UNIT 8'X 3" PFH.,FOR. INSWING`FIXED UNIT 5:`. VERTICAL CROSS SECTION SEE NOTE #7 INSWING OP RATING UNIT STRIKE PLATE VERTICAL CROSS SECTION OPTIONAL 1X SUCK ON SHEET 1 VERTICAL CROSS. SECTION HEAD JAMS 1 M BEDMIN. EMT ,- OPTIONAL HEADJAMSQ, I WOOD BOTTOM; 111'/ 4"MIN:. 5 1 EXTERIOR 1 l t / ' RAIL EMBED. INSWING OPERATING UNIT.EXTERIOR, INTERIOR 8 X:3" PFH FOR i G. t 1/ 4" MAX.. STRIKE PLATE' W/' OPTIONAL SURFACE BOLT -- 1. MIN 1" MIN 5 3 INSWING FIXED OR SHIM , INTERIOR VERTICAL CROSSSECTION OPERATING UNIT HEAD JAMB INSWING OPERATING UNIT' VERTICAL CROSS SECTION' 1^ MIN . -. VERTICAL CROSS SECTION a ENDURA ZAIL4560 W/ OPTIONAL SURFACE BOLT 1/4" MIN: 1^ MIN. ENDURA ZAtL4565 EMBED l HINGE DETAIL. d a p -0 o at EXTERIORTOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6)1. IN Its ".:MIN p m rn `n ,iD.1. CENTER = 8 SCREWS (ITEM #8) Fi Do o 1" MIN. \\ 8 / \ X BOTTOM =-8 SCREWS (ITEM #I8), C.. , r m, 1" MIN. o _O O Do trt 3 1 —" 2XSEE1NOTE# 7 CONCRETE/MASONRY p. J L ULn FIXED UNIT ONSHEET I BY OTHERS p •dj HORIZONTAL'CROSS SECTION / INTERIOR w n m .00 INSWING.SHOWN a ° x- a '` 5 / 2 6 ZX \ \ w t.IN, O. 2 . 1' , 2 7`' 1" MIN q "q j / J EXTERIOR.. LL INTERIORLu z l FF l.lv1" MIN, 1 1/4" MIN. _ 1"MIN.- \\ `SEE7TEM #70 • 1' MIN: EMBEDi" MIN.: 1 ON.SHEET 1. Z f t2 O IN. . Q 1"MIN. A,. Go 1/ 4" MAX. Z lb OS . 1' z EXTERIOR —) .... SHIM 2 5 2 1t"MIN. MINI EMBED 0 INSWING OPERATING UNIT cL Lu 1^ MIN. \. ` /// 1" MIN. 1" MIN. HORIZONT L CR SS SECTION/ W Q. EE NOTE # 7 / LL f- O ON SHEET 1 Jr 1" MIN: • r otr1A WR CK 11 p0 m Ji 1" MIN: .1I • `,.Y4 . "' 7y', . f > IA'MAX. ^' III SEE NOTE#7 `G S F. O /jI O ` Z' SHIM ON SHEET' 1 t14"'MAX 11/ 4"MIN. . •. ' SHIM . ..• .. O/,Z 1 1/ 4" MINo EMBED.1"MIN. cO. a .. INSWING HINGE JAMB AT FRAME INSWING LATCH.JAMB.A7 FRAME 1"MIN. \ 7 DATE. 12/20/2012 HORIZONTAL CROSS SECTION HORIZONTAL CROSS-SECTION' SCAU; NONE vaS:MAX: NOTES: SHIM DWG.@Y G.LUBBECKE A s OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR'JAMB AS LONG AS MINIMUM 4' Q • ` mK ev. S.S,AFFELL EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY 1 112" MIN. BY OTHERS EMBED :_ O. 7 DMMNG Nb:: t 6., EfiIC1i'B TJ:<, 338 2 ITEM #6; (#9X21'/2') TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL. / 2, 4 A00$730 AT SILL, PLACE ANCHOR IN'SILL BASE MATERIAL FOR'MAXIMUM SUPPORT. (NOT USED FOR SINGLE DOOR) CROSS SECTION OF`HEAD JAMB OR SIDE JAM FBP , 29578 "SHEET 5 o 7 t—u' TYP. 149" MAX. O.A.,FRAME 6" TYP. 105" MAX. O.A. FRAME 3" TYP. 3!'TYP- 7 F-7- 77. TI NOTE: w SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR LL IS REQUIRED co 7- a, Z D7I ' D71 A6 BB0 XI FF — 1 I E7 1IE7 1'2- 0 X 6-8 INSWING, 60) ANCHOR LOCATIONS FROM EDGE OF FRAME) 11 T JA" 6745 B7 c 0 o F— xiE7 E7 1/2"' MAX FRAME —75" MAX FRAME 5. 6" TYP., 6" TYP. < 6" TYP. 2 " ----------- 4 J. 0. d 46) ANCHOR - LOCATIONS FROM EDGE OF FRAME) A6 o 32) ANCHOR, LOCATIONS FROM EDGE OF FRAME) 8-4 X 6-8 INSWING 44) ANCHOR LOCATIONS, FROM EDGE OF FRAME) 9"'TyP.__ 9"TyP._ 6' Typ. j TT3y-pi Pl a C5 DETAIL A6 12) ANCHOR LOCATIONS AT MUL POST OR DOUBLE - BACK JAMBS 3-0, SIDEI ITAS ONLY) S F. 0 74 MAX. O A. FRAME 111 1 f2" MAX.O.A. FRAME --- 37 1/2" MAX. O.A: FRAME 1 6" TYP6" 1 6"TYP. 1, " 2 3 4 5 1-.- 6' TYP. 6. TYP:—j 1— TYP- D7 D7 - D7 D7 1 1 d a I i I g LL I ~ + 67 A6 T7 NOTE: c I- ti I I X I' I, 1 I F x a SHIM FOR SUPPORT AT f - 1- - Q OR NEAR EACH ANCHOR I CO f E7 I CIOI IS. REQUIRED o IE7 N o I E7 E7 o l3- 0 X 6-8 INSWING 15) ANCHOR LOCATIONS a s 6- 0 X 6-8 INSWING 4 s 9- 0 X 6-8 INSWING SIDELITE;/ ACTIVE PANEL (FROM EDGE OF _FRAME) (32) ANCHORLOCATIONS (FROM EDGE OF FRAME)' (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 15 1/ 2" MAX. O. A. -53 MAX. O.A. FRAME 68' 1/2" MAX. O.A. FRAME 8'9 1/2" MAX. O.A. FRAME FRAME 3" TYP. 6" TYP. 3" TYP. 3" TYP: 1 6" TYP. 3" TYP. iF 1 II 177 -- f II o, D7 DTI a o S rno m N NNoco in 1 T 1 I I 1 I I I a 00CL ' CO > (. i G ' 91 cC ~ cD 7. 1 7 C ~ 7 . B7 I M E C X' Q- i.i _ w n O n7: W_ [) M Yi La - LL. Q 4 S O O W M a I I xa i Ia i I I I p o' a Z E7 TE7 ( o 1-2X 6-8 S'IDELIT Ifill 4-2'X 6- 8 INSWING 5-4 X 6-8 INSWING - 0 7-2 X 6=8 I'NSWING s a=' z o O 14) ANCHOR LOCATIONS (24) ANCHOR LOCATIONS' (30) ANCHOR LOCATIONS (38) ANCHOR LOCATIONS Lu xo v FROM EDGE OF FRAME) FROM EDGE FRAME 6"TYP• FROM EDGE OF FRAME N a FROM EDGE OF FRAME): TJ 9I " TYPI ; ' I 3" TYP. 1 jce FP,3"' TYP. 1 O9-6Y3TYP. 2# 8. X 3° PF3'TH Oa, SCREW O 70 0 ,` v z 1- BOTTOM SHOOT71". DATE. 12/ 20/2013 BOLT' - INSERT PLUG C '—f: NONE x DETAIL B7 M- ir: G.LUBBECKE 12) ANCHOR, LOCATIONS s 1 TOP ASTRAGAL O 411 DETAIL. C7' STRIKE PLATE ` cNK sr S. SAFFECL AT ASTRAGAL DETAIL D7 DETAIL E7 7 DRAWING No.: 6) ANCHOR LOCATIONS AT MULL MC1a aTit338POSTORDOUBLE=BACK JAMBS .HEADER STRIKE PLATE SILL PLUG INSERT 4 A008730 a 's . 1-2 SIDE'L1TES ONLY AT ASTRAGAL AT ASTRAGAL FBP 1J. 29578 sHEF 7 7 REQUIRED INSPECTION SEQUENCE BP# BUILDING PERM -IT Min Max Ins ection llDescri ti®n 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) Address: 2S3 S M pY C---t,3 o L t.A ELECTRI LAt _P.EIi1MIT min Minx Desc H Lion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final I743l 1Pa iT.1::PAk.{Y dkiJ MT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final M'i,(CIIAIN,ICAL P:RMI Min Max )Cans ection Descri tion Mechanical Rough Mechanical Final 1®'1[in I Max Gas Under Gas Rougl. Gas Final REVISED: June 2014