Loading...
HomeMy WebLinkAbout810 E 4 StZE CITY OF SANFORD JAN 16 20% i BUILDING & FIRE PREVENTION PERMIT APPLICATION LL Application No: IT), 1 Documented Construction Value: $ So Q , Job Address: O C M S �-�t-� , ,,n) rL 327 7 / Historic District: Yes ❑ No L� Parcel ID: 30. 14 3 1 s t 0 • 0000 - bZ 56 Residential 19—Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: ( <) -� � 0) �-' r'e 7) C' Plan Review Contact Person: Title: Phone: v YO-) • q Z S -1 X1c-y Fax: Email: Property Owner Information' Name ijr-muc-N) c)� Street: G City, State Zip: lc-j FL 3 a Phone: Li 01 ' 1 Z S — , k / 0 Resident of property? : a1` Contractor Information Name 1�. Cu : c-i �� ef� Phone :F ' Street: s r AoL City, State Zip: SQn 143,j _ 3 Z 7 Fax: State License No.: C 6 L l a S L 33 O II Architect/Engineer Information Name: P-� I Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agen \ Date Signature o Contractor/Agent Date 1iU� d Q I r1 • t 'ra� � Print Owner/Agent's Name Print C tractor/Agent's Name Signature of Notary -State of Florida Date 10 Signature nof Notary -State of Florida Date ANNE i TE BLAND : o "A�' ANNE i 7E BLANJ Notary Public - State of Florida ' �+ +" Notary Public - State o Commission # GG U60623 "s"'N o, Commission # GG U My Co Expire Jan 16, 2018 ;FovFio;:' My Expires n ersonalsl Kn Me or Contr "'" Comm.,ersonal% o Me or eof D Produced ID ype o I BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: , Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: sir 2 • a . r$ COMMENTS: Revised: June 30, 2015 Permit Application SCPA Parcel View: 30-19-31-510-0000-0250 Page 1 of 2 Property Record Card CoAP�P san Parcel: 30-19-31-510-0000-0250 AR�i Owner: KGR CAPITAL GROUP LLC TRUSTEE FBO ;,nkwC»•..0 rtxxnv, ia-4Frnn Property Address: 810E 4TH ST SANFORD, FL 32771 Parcel Information Parcel 30-19-31-510-0000-0250 Owner KGR CAPITAL GROUP LLC TRUSTEE FBO Property Address 810 E 4TH ST SANFORD, FL 32771 Mailing 5415 LAKE HOWELL RD #230 WINTER PARK, FL 32792- Subdivision Name NORMANY SQUARE Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions i Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market CosUMarket Number of Buildings 1 1 Depreciated Bldg Value $32,348 $30,497 Depreciated EXFT Value Land Value (Market) $9,812 $9,812 Land Value Ag Just/Market Value ** $42,160 $40,309 — Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj ! $0 $0 Assessed Value �^ $42,160 $40,309 Tax Amount without SOH: $767.54 2017 Tax Bill Amount $767.54 Tax Estimator Save Our Homes Savings: $0.00 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $42,160 $0 $42,160 Schools $42,160 $0 $42,160 City Sanford $42,160 I $0 $42,160 SJWM(Saint Johns Water Management) _ $42,160s $0 $42,160 County Bonds $42,160 ( $0 $42,160 Description Date Book Page Amount Qualified Vac/Imp TRUSTEE DEED 2/1/2013 07996 1092� $51,800 Yes Improved WARRANTY DEED 12/1/2002 05135 1794 $100 No Improved ADMINISTRATIVE DEED �8/1/1993 — 02636 0589 $39,500 No W Improved Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 63.001 114.00 1 0 $175.00 1 $9,812 IS beaivatn count incwrrecz r UIGK here. # Description Year Built Fixtures Bed Bath Actual/Effective Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 1 SINGLE FAMILY I 1955 1 311 2 1 1 0 I 700 i I 1,273 1,041 CONC I BLOCK—�� I $32,348 1 $58,814 Description Area http://parceldetail. scpafl.org/ParcelDetailInfo.aspx?PID=30193151000000250 12/19/2017 12/19,; 17 Detail by Entity Name Dm Si CAN OP CFs R?CIR.4TIONS 0 ONLINE, J Deoartment of State / Div sion of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company KGR CAPITAL GROUP, LLC rmng rnrormauon Document Number L06000077434 FEI/EIN Number 20-5326464 Date Filed 08/07/2006 State FL Status ACTIVE Last Event CANCEL ADM DISS/REV Event Date Filed 07/07/2008 Event Effective Date NONE Principal Address 5415 LAKE HOWELL ROAD #230 WINTER PARK, FL 32792 Changed: 04/06/2010 Mailing Address 5415 LAKE HOWELL ROAD #230 WINTER PARK, FL 32792 Changed: 04/06/2010 Reaistered Aaent Name $ Address JOSEPH E SEAGLE, P.A. 924 WEST COLONIAL DRIVE ORLANDO, FL 32804 Address Changed: 07/07/2008 Authorized Person(s) Detail Name & Address Title MGRM KELLY, RHONDA G 5415 LAKE HOWELL ROAD #230 WINTER PARK, FL 32792 http://search.sunbiz.org/Inquiry/CorporationSea rch/Search Resu[tDetail?inqu irytype=EntityName&di rectionType=l nitial&searchNameOrder=KGRCAPIT... 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: l - 1 L - 1 �— I hereby name and appoint: c an agent of: (Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): ❑ The specific permit and application for work located at: (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name:y' C-, '-i+r-r'J State License Number: C 6 L. J -2-S Co 3 3 D Signature of License STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day o , 20Q , by n a i y�,.1 who is ❑personally own to me or ❑ who has produced identification and who did (did not take an oath. Signature (Notary Seal) (Rev. 08.12) Print or type name as ANNETTE BLAND Notary PubliC - State of Florida - Commission # GG 060623 My Comm. Expires Jan 16, 2018 Notary Public - State of " F lL Commission No. My Commission Expires: Ut FIRE DEPARTMENT Application Number: 18-421 Project Description: Windows - Replacement Job Address: 810 E 4" Street Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 02/01/2018 Contact Name: Rhonda Kelly Contact Email: rhonda(&KGRcapitalgroup.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. nMMFNTC- 1. Please submit two (2) copies of Florida Product Approval and corresponding installation instructions for the windows that will be installed. Product Approval must be approved under the current Code Version — 2017. The product approval submitted was approved under the old 2014 Code Version. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official -1- R W R W 'Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry CP:0,'8ox 230 Valrico, Fl, 33595 Phone 813.659.9197 Florida Board of Professional Engineers' Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Silverl-ine Building Products Corporation Series 2100 -Model 2111 Windows Single Hung One Siiverline ©rive Extruded Vinyl Single.Hung'Window North Brunswick, NJ 08902 With Flange Phone 732.435.1000 "Non -Impact" Scope: This is a Product Evaluation report issued by R W BuildingConsultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) forSiiverl-ine Building Products Corporation based on Rule Chapter No. 61G20-3, Method 1d of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing theproductor in any other entity involved in the approval process of the ;product named herein. Limitations: 1. This product has been evaluated and is incompliance with the,5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected'.with an impactresistant covering that complies with Section 1609.1,.2 of the Florida' Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x'buck masonry construction 5. Site conditions that deviate from the details of drawing FL-14911.13 require further engineering analysis by a licensed engineer or registered architect. 6.. See drawing FL-14911.13 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ATI D4558.01-109-47 AAMAIWDMA/CSA 101/i.S.2/A440-11 Architectural Testing, Inc. Michael D. Stremmei, P.E. 2. Drawing No. Prepared by Signed & Sealed by. No. FL-14911.13 RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed '& Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by Window and Door Manufacturers Association, certifying that SilverLine Building': Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. /R 9� S" Lyndon F. Schmidt, P.E. k. FL PE No. 43409 3/27/2015 Sheet 1 of 1 r:-s- . 8 t Co z �c r �a� z o IV O V a tA1A C7 r nm ft c> Op-�mvcm-0 m Z D O m 9 ����i�o nI D o n p2ZD=00m 2Z�pOF_m5mv gym_-,9,,mv: , <c,�'c0� D �`-'Dsm§F �z'Zaon=p TmZD�m �OOWnmp gmmDoM-*'z m0=m=�s� mm iqw OMzo 2T;mT>m Mv8 0S: MZ mz o0 FR R ► . 4, ;ri; Florida Building Code Online Page 1 of 2 BCtS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ; FBC Staff ( BCIS Site Map Links ( search a bpr Product Approval ' USER: Public User Product Approval Menu > Product or Application search > Application List > Application Detail �s FL # FL14911-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (651)264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas. Kopp@andersencorp.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 Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ll Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden E11 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14911 R8 COI COI Silverline SS 2017-06-14.pdf Standard AAMA/W DMA/CSA/ 101/I. S.2/A440 AAMA/ W D MA/CSA/ 101/I. S.2/A440 Year 2008 2011 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx... 2/ 12/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/21/2017 Date Validated 10/27/2017 Date Pending FBC Approval 10/30/2017 Date Approved 12/12/2017 of Products FL # Model, Number or Name 14911.1 V1 Series/50 Series (2000) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Description Single -Hung Window Installation Instructions FL14911 R8 II SWD017 SS 2017-10-20.1)df Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911 R8 AE PER5140 SS 2017-10-20.0f Created by Independent Third Party: Yes 14911.2 V1 Series/50 Series (2111) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R8 II SWD018 SS 2017-10-27.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R8 AE PER5141 SS 2017-10-20.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.3 V1 Series/50 Series (2200/2300) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R8 II SWD019 SS 2017-10-27.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R8 AE PER5142 SS 2017-10-20.odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.4 Vl Series/70 Series (2907/4907) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R8 II SWD020 SS 2017-10-27.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R8 AE PER5143 SS 2017-10-27.pdf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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: Credit Sate sec�i tnlErxlcs http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx... 2/ 12/2018 SILVER LINE WINDOWS AND DOORS V1 SERIES150 SERIES SINGLE HUNG WINDOWS (2111) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/1.5.2/A440-11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL 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 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 IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. DESIGN PRESSURE TABLE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 36.0" X 62.0" O/X +50/-50 PSF NON -IMPACT 45.0" X 62.0" O/X +40/-40 PSF NON -IMPACT 52.0"X73.0" O/X +30/-30 PSF NON -IMPACT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES & GLAZING DETAILS 2 - ELEVATIONS & ANCHOR LAYOUTS 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 5 - ANCHOR DETAIL& SCHEDULE 5/8" O.A. INSULATED GLASS EXTERIOR INTERIOR 1/2" MIN. GLASS BITE GLAZING DETAIL GLAZING NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E-1300 GLASS CHARTS REQUIREMENT Silver Line MAndefis6 El ONE SILVERLINE DRIVE NORTH BRUNS W ICK, NI 08902 PH: 800 2344228 Z um i G Z m y l7 •-+ Dr. Z„' z � zm ° W � � Z K � 4tf p o m C) H a 3 h Z m DO m W < 0 ~ � a r � REMARKS BY DATE 6TH FBC EDITION I FM 10/17 Digitally signed byj' F0q aQ F. Norero, P.E Reason: I QQ��b� ving (f jl!A yy�� ent Data: 20`QP�.1Q. 3r2D: A4fObj� 7 HE> ar01 FLORIDA PE No 7 B INJ INO DROPS, INC we E. —A B I MW. � O55 0_ WE H, EL J000 FHPE CFAT. D< W1110fdZATON Nw P55TB FL 11: FL14911 DATE: 09.20.17 DWG. BY: CHK. BY: CL HFN SCALE: NTS DWG.«: SWD018 SHEET: OF 4 UNIT MAX. HEIGHT 73.0" UNIT MAX. WIDTH 52.0" M I n RAAV ELEVATION 6.0" FROM CORNER (TYP.) VIAX. HT 0 3.0" (TYP.) 3.0" (TYP.) 6.0" FROM CORNER (TYP.) (L ANCHOR LAYOUT THROUGH FRAME 14.00"MAX. (n'P) Silver Line MAndeF§66 IR ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 a o o W z� o 01 v) x 0 a -- E.9 w n z a g <3 o o vv)CIO m s DO Lu j O w � w i r � `a a REMARKS BY DATE 6TH FBC EDITION I FM 10/17 AND SHALL NOT BE REPRODUCED 11 WHOLE OR FART 1HOVT WRITTEN CONSENT 0E BUILDING DRORS. _ I"ING. DR OTTER SiF i„0,,,,,,, Z� �O _* 7 *- = fl TA D_ ' �0�' NAI- 09B L DANIA Bual BI / x n3PE WT. OF NJTID MM Na 995n FL 4: FL14911 DATE: 09.20.17 DWG. BY: CHK. BY: CL I HFN SCALE: NTS DWG. a: SWD018 I F 4 q VERTICAL SECTION 3 OR GLAZING ET 1 Silver Line EvAndeFf IN M'- ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 03902 PH: 800 2344228 Z U m Z m = E Lu ao�m cc o w� z�a�ev 30 Z m �3 ' m W o W W Q � d REMARKS BY DATE 5TH FBC EDITION I FM 10/17 SEF rrrO���''' �O *. 7 T T NAL E�G� 398 E. DWG %r BLW. 9 333 I DMA BE�WI, R 3.100� FBPE CUR. OF ADIHOR12- No. 2937! FL p: FL14911 DATE: 09.20.17 CL I HFN SCALE: NTS oWG.N: SWD018 1 4 SEE GLAZING DETAIL SHEET 1 (A) HORIZONTAL SECTION 4 OPERABLE JAMB INTERIOR EXTERIOR D.L.O. MAX. FRAME WIDTH SEE GLAZING DETAIL SHEETI 1 HORIZONTAL SECTION 4 FIXEDIAMB Silver Line MAndeR6&i UT ONE SIWERLINE DRIVE NORTH BRUNSWICK, W 08902 Z um = Z m o G l7 rl p 0���^ o0 vv) 0 p s o Z a m m 3 o m w � a W <a � � a REMARKS BY DATE 6TH FBC EDITION FM 10117 sae c. OW SAW aW 13 DMA BEI.OI. EL x FBPE CENT. W M THOR IATION Na n5n FL #: FL14911 DATE: 09.20.17 DWG. BY: CHK. BY: CL HFN SCALE: NTS DWG.#: SWD018 SHEET: /L/I'�� 4 SUBSTRATE BY OTHE MIN. EDGE DISTANCE MIN. EMB. 3/8" MAX. SHIM SPACE EXTERIOR jar-- INTERIOR q ANCHOR DETAIL 5 THROUGH FRAME (HEAD) SUBSTRATE BY OTHERS 3/8" MAX. SHIM SPACE � INTERIOR TO BE INSTALLED 0 ABOVE MEETING RAIL TO BE INSTALLED BELOW MEETING RAIL MIN. T EXT RIOR EDGE DISTANCE J MIN. EMB. 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±1/2INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. 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. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. 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. 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. ANCHOR DETAIL 5 THROUGH FRAME (JAMB) ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGE DISTANCE WOOD: MIN. SG = 0.55 #10 WOOD SCREW 1.5" 0.75" METAL: 18 GAUGE 3 THREADS MIN Steel, MIN. Fy = 33KSI #10 TEK SCREW PENETRATION BEYOND 0.75" THROUGH FRAME METAL CONCRETE: 3/16" ITW TAPCON 1" 2.5" fc=2000PSI MASONRY: CMU per ASTM C90 1 3/16" ITW TAPCON NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/2" MIN. EDGE DISTANCE 2" MIN. EDGE• DISTANCE ���III CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL 11/4" MIN. EMBEDMENT. Silver Line ErAnc!66(ri 1B-- ONE StLVERLINE DRIVE NORTH BRUNSWICK, NI 08902 Lj = Z m w E l7' ^a Om Z^+ N OR WLn Zi-o Wul o a � z g DO �3 DO Z / h a w 9 w a a REMARKS BY FDATE 6TH FBC EDITION I FM 10/17 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART iTNOUT w9mEN CONSENT OF BUILDING DROPS, INc S, ADDITIONS, HIGHUGHTING, OR OTHER MARKIN UMENT AR NOTPERMIITTEDAND ATION. StF tJJ0 �7j''' i �0,�' 'is`S/ONAI 3" E. DANIA BEADH BLVD. / 338 D—A BEACH, FL SSDD{ FBRE OERT. OF AU1HIXd2AlI0N Na 2937E FL #: FL14911 DATE: 09.20.17 DWG. BY: CHK. BY: CL I HFN SCALE: NTS DWG.#: SWD018 SHEET: 5 REQUMED EqSPECTION SEQUENCE i RFimION111G pispur MRAn .- Max lus2ection Descrl2fldn- Footer / Setback Sternwall Foundation / Form Board. Survey Slab /*1\,fono Slab Ptepour Lintel / Tie Beam / Fill Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco. / Siding Insulation Final Final Utility Building Final Door Final. Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final Single Family Residence Final. Building. (Other) ILI REWSED: Ame 2014 Addrpee- Rio C- Itk C_—, Min Max Rns2ection Descri2flon Electric. Underground Footer /'Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max —Ins2ection 3, Z, 5 KIM, 11 Deserldon Plumbing Underground Plumbing Sewer Plumbing Tub Set -Plumbing Final Min I Max Mechanical Rou Mechanical. Final min I Max I 1FMSTDeCNOU- Gas Undc Gas Roug Gas Final 1111111111111111111111111111111111111111 THIS INSTRUMENT P EPARE BY Name: l ild Address: c a r NOTICE OF COMMENCEMENT State of Florida GRANT MALOYP SEMINOLE COUNTY CLERK, OF CIRCUIT COURT & COMPTROLLER BK 907E Pa 173 (Pss) CLERK'S T 2018017831 RECORDED 02/15/2018 11:55:07 AN RECORDING FEES $10.00 RECORDED BY hdevore County of Seminole Permit Number: �C 1 f `` Parcel ID Number: 3 3 1 i O 000 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: legal description of the property and street address if available) ,- i -rl r u t� c L- J- < t . > F L ,'� 7 -7 -7 1 GENERAL DESCRIPTION OF I ROVEM NT: pIGC-f J0"D OWNER INFORMATION: Name: : Kc f! Address: SLl I LG.l(,t MILI 2c� *4 L 3O l,J (�cr-f< <(--, 3 Z� 9 Z Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: 'tNC'-i C.d Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the b-es f my knowledge and belief. �— C-- r— c -1 Owner's ignat Owner's Printed Name Florida Statute 713.13(1)(g): ' e r must sign the notice of commencement and no one else may be permitted t in his or her stead State of i2lCounty of � The foregoing Instrument was acknowied ed before me this j (Ajrvay of T- _) :��-� ('U 20 b O � a� .Who is personally known to me � Name of person maki g statement OR who has produced identification ❑ type of identi •cation produced: I �► ru4e YP ANNETTE BLAND p Notary'PuDlic - State of Florida N,« o�c Commission # GG 060623 iF OP ��Notary Signature '��POF ` My Comm. Expires Jan 16, 2018