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Home My WebLink About104 Monterry OaksJob Address: Parcel ID: d CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: �- -309,7 Documented Construction Value: S /D . gQ Historic District: Yes ❑ No ❑ Residential ❑ Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: e cpl 4911W '5;gogtl' &ze- 4z&;& - Plan Review Contact Person: hh Aez"k�� Title:- 2� - Phone: 4(97- 4,96, O>f3D Fax: yD7- kl Email: d+e�c�ror3 (�,u ,Gp Property Owner Information Name 1;14it wr R_. i 77-n iris Phone: W7-- 37-3 -04,14 Street: /Ot/ e2&a t11Gu Oa t S Resident of property? S City, State Zip: Contractor Information Name Dexky,,c brS Q L Phone: Street: 7A7 ( 61-r&k4 .0 Fax: City, State Zip: ainkr s , FL. =05? State License No.: ArchitectlEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: 4 07- 491,,-0830 Mortgage Lender: �d 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 i& installation's 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, eta FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: 5tb Edition (2014) Florida Building Code,(' (� Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Con for/Agent Date Print Owner/Agent's Name Print-Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 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 Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ ,. 44.- APPROVALS: ZONING: 1 - 2' -Ya UTILITIES: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING:J�- ! Revised: June 30, 2015 Permit Application SCPA Parcel View: 33-19-30-517-0000-0030 Property Record Card f OWdO Job=^ CIA rFPW%PA9A Parcel: 33.19-30.517-0000.0030 Owner: KELLER HILARY J & MARGARET & KELLER GERARD J Property Address: 104 MONTEREY OAKS DR SANFORD. FL 32771 Parcel Information Value Summary Parcel 33-19.30-517.0000-0030 Owner KELLER HILARY J & MARGARET & KELLER GERARD J Property Address 104 MONTEREY OAKS DR SANFORD, FL 32771 Mailing KELLER GERARD J 6 UPPER MAIN ST BUNCRANA CO DONEGAL IRELAND Subdivision Name MONTEREY OAKS PH 1. A REPLAT Tax District S7-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions $1,200 1 1 1 1 • • � d 1 1 • e i, &2 .12 Legal Description LOT 3 MONTEREY OAKS PH 1, A REPLAT PB 56 PGS 33&34 Taxes Page 1 of 2 Tax Amount without SOH: $2,635.00 2016 Tax Bill Amount $2,635.00 Tax Estimator Save Our Homes Savings $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method CosUMarket CostlMarket Number of Buildings 1 1 Depreciated Bldg Value $108,734 $104,334 Depredated EXFT Value $1,150 $1,200 Land Value (Market) $33.000 $33.000 Land Value Ag $139,900 County Bonds JustlMarket Value " $142,884 $138,534 Portability Adj $100 No Save Our Homes Adj $0 $0 Amendment 1 Adj $2,984 $11,352 P&G Adj $0 $0 Assessed Value $139,800 5127,182 Tax Amount without SOH: $2,635.00 2016 Tax Bill Amount $2,635.00 Tax Estimator Save Our Homes Savings $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Page County General Fund $139,900 $0 $139,900 Schools $142,884 $0 $142,884 City Sanford $139,900 $0 $139,900 SJWM(Saint Johns Water Management) $139,900 $0 $139,900 County Bonds $139,900 s0 $139,900 Sales Description Date Book Page Amount Qualified Vadlmp QUIT CLAIM DEED 2/1/2014 08217 0897 $100 No Improved QUIT CLAIM DEED 8/1/2004 05429 1547 $100 No Improved QUIT CLAIM DEED 3/1/2004 05235 1197 $100 No Improved CORRECTIVE DEED 8/1/2001 04144 0„95 $100 No Improved SPECIAL WARRANTY DEED 3/1/2001 04044 0678 $114,700 No Improved WARRANTY DEED 11/1/1999 103778 1074 $330,000 No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $33,000.00 $33,000 Building Information Is Bed/Bath count incorrect? Click Here # I Description I I Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Fad Wall Adj Value I Repl Value I Appendages http://parceldetail.scpafl.org/ParcelDetaiiInfo.aspx?PID=33193051700000030 11/28/2016 Blanton, Deborah From: Ron Jernigan <ronjernigan@bellsouth.net> Sent: Monday, November 28, 201612:23 PM To: Building Subject: 104 Monterey Oaks Debbie Thanks for your help with the permit for the door installation at this property. As you can see the owners of this property live out of the county, as the property manager of this property I authorize the installation of the sliding glass doors. If you have any questions please call me. Thanks again. Ron Jernigan Broker, Realtor,ePR0 407 619 0003 ronjernigan@bellsouth.net lrffK ry *-4- 1D�IY`6`fiv�ll Page 4 of 9 No. H0264-20561 Home Improver ent Agreement Important additional information regarding Customer's rlg"ts may be contained In an attached State Supplement. Scope: This "Agreement" consists of this page, the follo Ing Gcneral Terms and Conditions, the Invoice, the State Supplement it applicablo. and any drawings or Chartc�e Order, expressly mettle a part of this Agreement. The Agreement is between the Customer identified on the Invoice and The orne Depot. Any installation services provided under this Agreement shall be performed by a licensed and insured third 'pnrty Authorized Service Provider. The Home Depot does not perform architectural or engineering services, nor does it make structural changes to dwellings or other structures. The Home Depot and its Authorized Service Provider will perform installatln services in accordance with applicable law, Pavrnertt Schedule: Payment is required immediately as rolinws Payment: 3, 1 nga An I Due in full immediately. Sales Tex: $ n (M j If applicable. ` Total Amount of Sale: $ 1 n99 An I Includes all applicable discounts, rebates, and taxes. Excludes finance charges.* 'Any interest payments or other finant:e charges will be dotermined b Customer s separate cardholder or loon egreement, to which The Home Depot is NOT a parly, ¢and will be in addition to Customer's pa ont under this Agrwament. Customer Is subject to tho terms and conditions of the eardholurr or loan agreement, as applicable. No hu 's rhnuld be made payable to Authorized Sorvlce Provider. I however. Authorbed Service Provider cony collar:t Cuslorners payme(r:(s) made payable to The Home Dapot. �t Anticipated Delivery f Installation Schedule l I Delivery Date: TQQ Start Date: 1 1,/20 J 6 Finish Date: 12/01/2016 Acceptance and Authorizatigp: Customer authorizes The Home Depot to order and arrange for the delivery of all goods and services included on the Invoice. Cugtornor further agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with r Bard to said goods and services and supersedes all prior discussions and agreements, either oral or written relating lP said goods and services. This Agreement can not be assigned or amended except by a writing signed by Customerland The Home Depot. Customer acknowledges and agrees that Customer has read, urtdorstands, voluntarily accepts the,*rrns of and is entitled to and has received a complete copy of this Agreement at the lime Customer signs the Agreement. Installation Professional's license number and permitting Information may need to be provided later and as such thrslinformation may be omitted at the time this Agreement is signed. ! Electronic Signature- Tho parties to the Agreement agreq that the digital signatures of the parties Included in this Agreement are intended to authenticate this writing and to havq the same force and effect as the use of manual signatures. Customer acknowledges that he or she is the person named old The Home Depot Contract number identified on the point of sob device. I CANCELLATION: CUSTOMER MAY CANCEL (THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICO TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO UOE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE. Under such clrcumsta�ces, Customer's payment(s) will be returned within ten (10) business days alter The Home Depot's receipt of Customers notice. fls/�L�.� 11/01/2016 Costo ar'.y Signature Date AuthomM 5wAce Providora: 1-4 RuMnesslTradw Name. Addrow wnd UWO. . No. or Will.. at QWfiwtie: z•�ocrate s1AudKrirn; service "vider's Full Signature �ssociata: Please print your salespersoWs license number. it applicable. Urenso No(s) ---- -----... --- I Aullwrleod Service Proyidor'v I o$ No i I I I Manu pecot U S A bK . 24•,5 Plrwlt Fery Ito. K.w.. HIOA U.3. Atlanta (-Amio 30339 I 3/2M' I I Page 4 of 9 NO. H0264-20561 Customer dopy Z/6 d 0600 602 L0 L+ << 1616£££10�i 1616££EL0 X34�9Z0 00:tib 60-16-9602 a rECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE I' 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 CONSTRUCTION OR VIOLATIONS OF THIS CODE 6-3027 Floridd Building Code Online https://www. floridabui lding.org/pr/pr_app_dti.aspx?param--vGE... 1 Business : Professional Regulation ra BCIS Home I log N I User Registration Mot Topics Submit Surcharge I Stats 6 Facts I publications FBC Stair BGS Site Map Unks I Search ProdFlorida fir. r 1�LAl�; USER: Approval I�p�G_�JqusER: pubM1t user Product AoorovALtIpBy > ProQu[l or Aoohuhon Search > gpp_iratQa AU > Application Detail FL # FL20101 Application Type New 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 c Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (800)234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Jon Berrian Jonberrian@sibp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/05/2016 1 of 2 9/28/2016 11:50 AM Florida Building Code Online https://www.floridabui lding.org/pr/pr_app_dti.aspx?param=wGE... Date Validated 05/10/2016 Date Pending FOC Approval Date Approved 05/11/2016 Summary of Products east faext Contact Ue ;; 2601 RAIr S nne pad. Tallahattee F 12799 Phone: RSO -4117.1821 The State of Florida Is an AA/EEO employer. [Copyright 2007-2013 state of Flarlda. ;; Privacy %tAtement ;. Ac—sibiaN c a ement •; Refund c atom m Under Florida law, email addresses are public records If you do not want your e -mal address released In response to a oubR:-records request, do not send ekxtronic mad to this entity. Instead, contact the office by phone or by traditional malt If you have any questions, please contact 850.487.1395. "pursuant to Secton 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address r they have one. The smalls provided may be used for official communication with the licensee. However emar addresses are public record. U you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubis. To determine If you are a licensee under Chapter 455, F.S., please click baL. Product Approval Accepts: ®®=® Credit Card Sate 2 of 2 9/28/2016 11:50 AM FL tt Model, Number or Name Description 20101.1 Series 5500/5700 - Model Sliding Patio Door 5502HV/5702HV Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI -2i)101 RO C CAC 5502HV-5702HV CCL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/07/2026 Design Pressure: +50/-50 Installation Instructions Other: See Installation Instructions, SWD003, and FL20101 RO 11 SWD003 SS 2016-04-24.odf Product Evaluation Report, PER4236, for installation Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 requirements and limits of use. Created by Independent Third Party: Yes Evaluation Reports FL20101 RO AE DER4236 5S. 20.16Z44-IQRdf Created by Independent Third Party: Yes east faext Contact Ue ;; 2601 RAIr S nne pad. Tallahattee F 12799 Phone: RSO -4117.1821 The State of Florida Is an AA/EEO employer. [Copyright 2007-2013 state of Flarlda. ;; Privacy %tAtement ;. Ac—sibiaN c a ement •; Refund c atom m Under Florida law, email addresses are public records If you do not want your e -mal address released In response to a oubR:-records request, do not send ekxtronic mad to this entity. Instead, contact the office by phone or by traditional malt If you have any questions, please contact 850.487.1395. "pursuant to Secton 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address r they have one. The smalls provided may be used for official communication with the licensee. However emar addresses are public record. U you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubis. To determine If you are a licensee under Chapter 455, F.S., please click baL. Product Approval Accepts: ®®=® Credit Card Sate 2 of 2 9/28/2016 11:50 AM Silver Line Building Products Mfr 1D: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-046.26 5500-5700/5502HV-5702HV 2 Pnl Patio Door 101/I.S.2/A440-11 440-H-046.27 5500-5700/5502HV-5702HV 2 Pnl Patio Door TAS 202-94 WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. Class R-PG50; Size Tested 1819mm x 2026mm (72 x 80) Type -SD; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 72 x 80, DP +50/-50 psf By. 1819mm 2026mm F3692.02-109-44 1819mm 2026mm F3692.01-109-18 , A- i�John McFee, UP a 2/19/2016 1/7/2026 3/17/2016 1/29/2026 M- VA Hallmark By. f,,n,( �e1„ Rhonda Schott, Authorized )epresentative, AMS Program Sponsor: WINDOW 8 DOOR MANUFACTURERS ASSOCIAT►ON Hallmark® Certificate of� AMS, INC. IOWDMA PO Box 730, 100 West Main Conformance and License CCL (CCL) �' \' AdminisystcMI'llvc �gemcat Systema, Irx. Silver Line Building Products Mfr 1D: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-046.26 5500-5700/5502HV-5702HV 2 Pnl Patio Door 101/I.S.2/A440-11 440-H-046.27 5500-5700/5502HV-5702HV 2 Pnl Patio Door TAS 202-94 WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. Class R-PG50; Size Tested 1819mm x 2026mm (72 x 80) Type -SD; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 72 x 80, DP +50/-50 psf By. 1819mm 2026mm F3692.02-109-44 1819mm 2026mm F3692.01-109-18 , A- i�John McFee, UP a 2/19/2016 1/7/2026 3/17/2016 1/29/2026 M- VA Hallmark By. f,,n,( �e1„ Rhonda Schott, Authorized )epresentative, AMS Program Sponsor: Program Administrator: Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 100 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com NO -20 10/14/09 Friday, Apri101, 2016 Page 1 /(/A\\BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 5500/5700 — Model 5502HV/5702HV Patio Door (Non -Impact) for Florida Product Approval FL# FL20101 Report 'No. 4236 5th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Exterior Doors Sliding Exterior Door Assemblies Model 5502H V15 702H V Patio Door PVC 715/8" x 79 3/4" Max. O.A. (XO) Prepared for: Silver Line Building Products One Silverline Dr. North .Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 03/09/2016 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2016.04.1016:02:37 -04'00' ``��`��g .F. • p �'0 , 7 %��`� Hermesrdmw A%, P.E. Florida No. 73778 /(/A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Exterior Doors Sliding Exterior Door Assemblies State Product Approval Method (1)(a) Model 5502HV/5702HV Patio Door FL#: FL20101 Date: 03/09/2016 Report No: 4236 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 5`" Edition Florida Building Code. See Installation Instructions SWD003, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 5"' Edition Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 5`h Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD003 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD003 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A \\BUILDING DROPS FL*: FL20101 A Perfect Solution in Every Drop Date: 03/09/2016 16 Certificate of Authorization: 29578 Report No: 4236 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-11 • TAS 202-94 Referenced Data: 1. Product Testing performed by Architectural Testing (FBC Organization # TST1558) Report: Dated: F3692.01-109-18-RO 02/09/16 F3692.02-109-44-RO 01/21/16 2. Certification Agency Window and Door Manufacturers Association (FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD -61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 //A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: FL#: FL20101 Date: 03/09/2016 Report No: 4236 A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD003) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH THE DEPICTED LOCATION 6 SPACING IN THE ANCHOR LAYOUT DETAILS WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 0. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER S. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE N10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 4NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.114 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 11/2 INCH EDGE DISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 410 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM THREADSOF 3 PENETRATION BEYOND METAL WALL 6 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING 10. 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. 11 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. 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A'WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55 6 CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. G GROUT -FILLED CML -UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSNE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI MINIMUM WALL THICKNESS OF 47 B MIL (00478' or 16 GAUGE) MIN. 1/2' EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063 -TS. MINIMUM WALL THICKNESS OF 1/16'. MIN l/2' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 5500/5700 MODEL 5502HVI5702HV PATIO DOOR (NON -IMPACT) GENERAL NOTES* 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION (2010) FLORIDA BUILDING CODE (FBC), INCLUDING 14VHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING AAMA/WDMA/CSA 301/1.S 2/A440.11 TAS 202.94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WINO 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. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN REFER TO SHEET 2 FOR FURTHER DETAILS OF BUCK 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 IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI -DARE RER OR AW. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 2 FOR GLAZING DETAIL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I - INSTALLATION 6 6ENERAL NOTES 2 - ELEVATION, ANCHOR LAYOUT 6 GLAZING DETAIL 3 - VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 4 VERTICAL 6 HORIZONTAL SECTIONS (OPTIONAL ACCESSORY FLANGE) MAX OVERALL SIZE CONFI6. DEgI6)d MISSILE WIDTH HEIGHT PRESSURE TMPACTRATIN6 715/8' 79 3/7 XO •50 / -50 PSF NON IMPACT OIBrt.Ny signed by Hermes F Norm, I Reason I am aOPm ft uss dmanonl Dab: 2010 04 24 1407 29 -04'00' FL#: FL20101 Silverline MMdersw ora SwElowle MIME No*w sftms VIXL W om FN (r72) 43s.ww m �o ovl yv 3 �y q O K Z m Lu i moz W G C RE m F v/ Z I .O > � m W mUl vh Z p O V DWG #: 5W0003 SHEET: 1 OF 4 MA71 HEI61 A E 3 4 ELEVATION SLIDING GLASS DOOR INTERIOR VIEW NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O C SPACING SPECIFIED IS NOT EXCEEDED, 2. BVCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4• ITW TAPCON ANCHOR 6' FROM CORNERS 16' MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT 1 1/4• MIN DEPTH TO FULLY SUPPORT EMBEDMENT WINDOW FRAME. BY OTHERS 1112* MIN. EDGE • DISTANCE _ MAX. 01.0. WIDTH 31' lov] l5' MAX. 6' MAX. O.0FROM [OQNEQS TYP. 1- 13 1/2' MAX O.C. L 6' MAX. FROM CORNERS TYP. INTERIOR INTERLOCK m==, REINFORCING GALVANIZED STEEL EXTERIOR 1 1/2' MIN EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS I HORIZONTAL SECTION BUCK INSTALLATION DETAIL T MEETINGRAIE ANCHOR LAYOUT THROUGH FRAME EXTERIO 3/32' SETTING 3/4"0 A I.G. GLASS CONSISTING OF: 1/8' TEMPERED 1/2' AIR SPACE 1/8' TEMPERED \ INTERIOR I I 1 1 � O / _ MIN.GLASS BITE 1/2' GLAZING DETAIL 1 NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND/OR ASTM E 1300-04. Silver Une I*A Kfawn rwoere.eeeu ONE SO.vee1DIE a1[YF Hmm eesl$W= w Oe9R nr pxt �n.laoo JJ M m 4yy >0 X0 or 'WO < o C� m iii s Jw" Lu 0 5W M' W Waw' I..1 D. vI Z 0 Z LU IV LOU SWD003 SHEET: 2 OF A WIDTH 715/8' B F 3 4 H 0 FRAME 3 •O• •X• T 79 3/4• I MAX. DLO. 2 HEIGHT L 73' L A E 3 4 ELEVATION SLIDING GLASS DOOR INTERIOR VIEW NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O C SPACING SPECIFIED IS NOT EXCEEDED, 2. BVCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4• ITW TAPCON ANCHOR 6' FROM CORNERS 16' MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT 1 1/4• MIN DEPTH TO FULLY SUPPORT EMBEDMENT WINDOW FRAME. BY OTHERS 1112* MIN. EDGE • DISTANCE _ MAX. 01.0. WIDTH 31' lov] l5' MAX. 6' MAX. O.0FROM [OQNEQS TYP. 1- 13 1/2' MAX O.C. L 6' MAX. FROM CORNERS TYP. INTERIOR INTERLOCK m==, REINFORCING GALVANIZED STEEL EXTERIOR 1 1/2' MIN EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS I HORIZONTAL SECTION BUCK INSTALLATION DETAIL T MEETINGRAIE ANCHOR LAYOUT THROUGH FRAME EXTERIO 3/32' SETTING 3/4"0 A I.G. GLASS CONSISTING OF: 1/8' TEMPERED 1/2' AIR SPACE 1/8' TEMPERED \ INTERIOR I I 1 1 � O / _ MIN.GLASS BITE 1/2' GLAZING DETAIL 1 NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND/OR ASTM E 1300-04. Silver Une I*A Kfawn rwoere.eeeu ONE SO.vee1DIE a1[YF Hmm eesl$W= w Oe9R nr pxt �n.laoo JJ M m 4yy >0 X0 or 'WO < o C� m iii s Jw" Lu 0 5W M' W Waw' I..1 D. vI Z 0 Z LU IV LOU SWD003 SHEET: 2 OF A #10 W000 SCREW Si Ivey INSTALLATION ANCHOR CAULK 8 ',66N 1 1/4' MIN. EMBEOMENT CONCRETE/ MASONRY BY OTHERS CONCRETE/ MASONRY 6 IX CAULK BETWEEN 3/4' MLN EDGE WOOD BUCK BY OTHERS 1/4' MAX. DISTANCE SHIM SPACE INTERIOR ��•sevra.oeeea CONCRETE/ MASONRY A 2X OW savemaw a r4f WOOD BUCK BY OTHERS -Moan• uuKswca.w anm a . 11/2' MIN. EMBEDMENT 11/2" MIN, EDGE nr fritl.77•W00 2X WOOD BUCK DISTANCE SEE GLAZING BY OTHERS DETAIL, SHEET 2 > o 1/4• MAX. SHIM SPACE Iy o EXTERIOR HERS Jl: \ 1n o� 6 x BY OTHERS // 3/l6' ITW TAPCON PERIMETER SEALANT J INSTALLATION ANCHOR c O 8i o e CC typ BY OTHERS CONCRETE/MASONRY _ / j W M m BY OTHERS o FIXED HEAD REINF. EXTERIOR 0 a w j a a O.A. IX WOOD BUCK UNIT GALVANIZED STEEL / m HEIGHT (OPTIONAL) BY OTHERS w co EXTERIOR ( / INTERIOR EXTERIOR FINISH C 1BY OTHERS O.A SEE GLAZING UNIT PERIMETER SEALANT DETAIL, SHEET 2 BY OTHERS WIDTH a g VERTICAL SECTION HORIZONTAL SECTION co 3 HEAD • ZX WOOD BUCK 3 JAMB - IK WOOD BUCK INTO CONCRETEIMASONRY THROUGH FRAME / NO FLANGE THROUGH FRAME / NO FLANGE Z OZ H 1/a• MAX. SHIM SPACE � SEE GLAZING 3 THREAD PENETRATION (,jJ � U) INTERIOR DETAIL, SHEET 2 BEYOND METAL FRAME O•A• EXTERIOR INTERIOR � — � r I UNIT / \ / 3/4' MIN. EWE HEIGHT / DISTANCE Op FIXED SILL REINF. 1 Z GALVANIZED STEEL \ lt10 SELF -DRILLING GRADE 5 INSTALLATION ANCHOR�p0 * 1/4' MAX. SEE GLAZING �� ,..;••••- 1 PERIMETER SEALANT SHIM SPACE DETAIL, SHEET 2 BY OTHERS METAL SUBSTRATE BY OTHERS EXTERIOR FINISH 1 1/4• MIN• (SEE INSTALLATION NOTE #12, SHEET 1) N BY OTHERS .' ' EMBEDMENT EXTERIOR SHEATING BY OTHERS y ; •. • • ~ EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY 1 1/2' MIN. EDGE O.A. PERIMETER SEALANT BY BY OTHERS DISTANCE UNIT OTHERS o m m 3/16' ITW TAPCON WIDTH $ Z Y F� INSTALLATION ANCHOR A VERTICAL SECTION C HORIZONTAL SECTION J " Z j SILL • CONCRETE/MASONRY 3 JAMB • METAL STUD DWG #: THROUGH FRAME / NO FLANGE THROUGH FRAME / NO FLANGE S W 0003 SHEET: 3 OF 4 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 4 2X WOOD BUCK BY OTHERS 2X W0008 K 3/4" MIN EDGE BY OTHERS 1)15TANCE CAULK BETWEEN 2X WOOD BUCK BY OTHERS 4 OPTIONAL FLANGE OPTIONAL ACCESSORY FLANGE PERIMETER SEALANT lUl BY OTHERS IFN O.A. FIXED HEAD REINF. UNIT GALVANIZED STEEL / HEIGHT EXTERIOR EXTERIOR / INTERIOR OPTIONAL FLANGE SEE GLAZING 1 DETAIL, SHEET 2 OPTIONAL ACCESSORY FLANGE F VERTICAL SECTION 4 HEAD - 2x WOOD BUCK UNIT OPTIONAL ACCESSORY FLANGE #10 WOOD SCREW 3 THREAD PENETRATION - INSTALLATION ANCHOR BEYOND METAL FRAME 114" MAx. 11/2" MIN EMBEDMENT I SHIM SPACE 3/4' MIN. EDGE r SEE GLAZING DISTANCE DETAIL, SHEET 2 r 1/4'MAX. SHIM SPACE / INTERIOR #10 SELF -DRILLING GRADE 5 INSTALLATION ANCHOR METAL SUBSTRATE BY OTHERS (SEE INSTALLATION NOTE #12, SHEET 1) CAULK BETWEEN EXTERIOR METAL STUD 6 OPTIONAL FLANGE PERIMETER SEALANT BY OTHERS OPTIONAL ACCESSORY FLANGE O.A. SKATING BY OTHERS UNIT EXTERIOR FINISH BY OTHERS WIDTH HORIZONTAL SECTION 4 IAMB - METAL STUD OPTIONAL ACCESSORY FLANGE SilverLine brAni emm ONE SMVEelvlE WXW NORTH WNSWICR W 069U nr Cl•x) 435 -KW S e J N � �K ZN n_ p N Z ] Ov srO IC z Lu- li Lua ao< W W ca G Z m o"' F Z O Z 1/4' MAX. H ~ SHIM SPACE 1 SEE GLAZING 3 THREAD PENETRATION Lu DETAIL, SHEET 2 BEYOND METAL FRAME ac o O A � INTERIOR � _ UNIT EXTERIOR /� INTERIOR \ 3/4'MIN. EDGE HEIGHT DISTANCE FIXED SILL REINF. ( f Z GALVANIZED STEEL M0 SELF -DRILLING GRADES INSTALLATION ANCHOR �� 1/4• MAX. SEE GLAZING 11 - iii •,.;••......% PERIMETER SEALANT SHIM SPACE DETAIL. SHEET 2 OPTIONAL ACCESSORY FLANGE O ^ %t� BY OTHERS METAL SUBSTRATE BY OTHERS li , (- EXTERIOR FINISH 8Y OTHERS 1 1/2' MIN• EXTERIOR (SEE INSTALLATION NOTE #12, SHEET 1) EMBEDMENT CAULK BETWEEN ~ J 2X WOOD BVCK BY OTHERS • PERIMETER SEALANT BY METAL STUD 6 � � • CAULK BETWEEN OTHERS OPTIONAL FLANGE CONCRETE/ MASONRY 6 2X WOOD BVCK BY OTHERS CONCRETE/MASONRY O.A. SHEATIN6 BY OTHERS r #10 WOOU- D SCREW MIN. 06E BY OTHERS UNIT EXTERIOR FINISH BY OTHERS r $ m Y Z INSTALLATION ANCHOR E VERTICAL SECTION G HORIZONTAL SECTION %J 4 SILL - 2X WOOD BUCK 4 IAMB - METAL STUD DWG #: \ /'�/� OPTIONAL ACCESSORY FLANGE OPTIONAL ACCESSORY FLANGE SWI )l ll 1 3 OF 4 REQUIRED INSPECTION SEQUENCE BP# /L - :?,% n77 Address: BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our 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 REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 7n7Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Maxns ection Description Gas Underground Gas Rough I 7Gas Final