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HomeMy WebLinkAbout2895 Orlando Dr 18-308; DEMO AND NEW DOOR INSTALLJAN 0 5 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 19 309 Documented Construction Value: $ 36 Q v Job Address: Zr, / Historic District: Yes No 9- 32? 7 Parcel ID: O-3- !12— ®o66 - ill6 Residential Commercial ri- 1es Type of Work: New Addition Alteration Repair Demo L'1 Change of Use Move Description of Work: PO KI 71' olV- ® Plan Review Contact Person: Title:Lf U DD Phone: Fax: Email: z 8 Property Owner Information Name C liPo' y °C e- Phone: 59-3( d 4 1'7 Street: 71' l `J'.. 2.,.L Dpt/ Resident of property? City, State Zip:./Di'"a 0' ''=Co' ritractor Information Name i>< Y$ G/i/S"%PG7 oi iyD UG i one: 34521 Street: '0 ' 13"G6VG'v"oz:"P Fax: City, State Zip: Z_ 5a %'` State License No.: C <_c 0 Architect/Engineer Information Name: A IVIV,-- RS F, .E'. Phone: -3 2i0 -- 5 9 5 -- Zs Y Street: 6 o -j PL - . Fax: ,525,-2 - o City, St, Zip: OPT r 15L 327. Z 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 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 he 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 curreflypq Valuation Table in effect at the time the permit is issued, in Jaccordancewithlocalordinance. Should calculated charges figur"f the executed contract exceed the actual construction value, r 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date c ;ZAyE1>r f f. Print Gontractor/Agent's Name W" ns ANNETTE BLAND Notary Public - State of Florida Commission # GG 060623 My Comm. Expires Jan 16, 2018 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No #ojf Heads JM, APPROVALS: ZONING: — —0 6 UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: — _ Revised: June 30, 2015 Permit Application N- 301IRLE {SOU lTY f R'K 0F t: il,C:U11 COURT & C019Fi'ROLLER 1 CLERK 6 201113233 PermitiVumber: 1 :i:!.,'ii8',-:: 0' [ 11. 11 Folio/Parcel Id tifica Ion Num r c ; -'` Prepared by: i s {["%It•E:E..,•ifl,iili 11i k2'd f7I i Return to: NOTICE OF COMMENCEMENT State of Florida, County of Src ti The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followin information is provided in this Notice of Commencement. 1. Description of property legal description of the property, and street address if available) 0r- LuVS \-\,-M 1"> SS. A S 95r=6 . S • C) ir4Ac1 2. General description of improvement(s) • 3. Owner information Name: 1 Interest in Property Address' 2`L{-V-Gk-Cj.' \V Z 4. Fee Simple Title Holder (if other than owner shown above) Name: N/A._.....- - - -- .._ ------ --- - - --- ----- Telephone Number: Address S. Contractor Q I S c 1S Ttw.c Q,^ VQ, © vy Name: y ___---Telephonb Number: - Address . N-vY L1J n 7\:--\- 6. Surety (if any) Name: N/ — ---------- ---- -- - -- - Telephone Number: ------------- AddressAmount of bond $-------_ __.-- —_-- 7. Lender (if any) Name: Telephone Number: Address N/A 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name: Iy/A--------------------"._______ --__--_-----_-- __Telephone Number: Address 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name: _-N/A -- __-_-_----____--_.-_----_---------_-_ Telephone Number: Address --- - - - -------- --- 10. Expiration date of notice of commencement (the expiration date is one year from the 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. Verification pu u t to Section 92. 25, Flon Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true a est of my k ledge an ef. CC w 11. Signature f Owner Signatory's Printed Name/Title/Office ...,: CA - or Owner's Authorized Officer/Director/Partner/Manager §713.13[1][d]) < W. a dory -t This document was acknowledged before me this day of NOy , 2( by 04,6elpc2_ who is personally known or produced A S' nature of tary Pu lic - State o Florida as identification. CB: NN. OZIEL HERNANDEZ I- w Notary Public..State of Florida u u a u ' w s Commission # FF 990343 h1, • My Comm. Expires May 9, 2020 iPTION: ATHWEST CORNER OF LOT 8, AMENDED PLAT OF DRUID PARK. ACCORDING THEREOF AS RECORDED IN PLAT BOOK ], PAGES 5-6, PUBLIC RECORDS COUNTY, FLORIDA, RUN SOUTH 32 DEGREES 06 MINUTES WEST, ALONG THE F WAY LINE OF U.S. HIGHWAY 17 & 92. A DISTANCE OF 689.73 FEET: EAST A DISTANCE OF 321.5 FEET rOR A POINT OF BEGINNING; THENCE RUN 3 FEET: THENCE RUN NORTH 89 DEGREES 59 MINUTES 39 SECONDS EAST THENCE RUN SOUTH 00 DEGREES 11 MINUTES 53 SECONDS WEST 206,31 RUN WEST 202.36 FEET TO THE POINT OF BEGINNING, 820 SQUARE FEET OR 0,9600 ACRES MORE OR LESS EEXL PMe S NeWYY It 2°l w% n»d ertlr.:c:c.v.'de uuaro«.rwa..o, m».eww el pnu»NpwbndW WM nwxna.lcrc.. .aW»e> wIN, rmm.ee,Y.•D>.aPm.Y. dN1ENpF MiM'WPM4 m4e di t>ll.Pq. tBtt dffi u.w.g. uwp un»oe,E R»M.F aN M N».p Im>gF M Ir»a>1 u+e M Ba+aie RaM1L.vYNmwY.eMu1». fir' iR»a°Bca. d>Omnly.uer,»a+t»e / ALTA Survey n 5 s:.. T.sISN mm) re a sw».I»• v Oxal , d°xurowwn.»>»r a mweo) x s°»a r 0. 0. u.°» w .m.»n mmi,.eum w • n. , onar r»»,.reFn» w.,m. P v.ke w Acdu ,> s 5 m»wj• ,e» eY A• yywuxoo , W E S B S Y VIC.ty N 9u4'. M r LOT ID t 6895P2i'E in08 (M) C .. 10 iIL I. i Issociates a>w.aw. wY' nea wnr w en» upn m. w m =„n g, Inc. 9P]]I q°u•»e•iww,.w.nt„E 678.3366 r ro m.,o.s.,w,d, 320.8165 LOT,p I} I LDT 16 Y Fleur me unc 1 M l n• ww, to i• PIL DanmunllY N mper 1211 TC Dnle: O9/28/3OD> STE ADDRESS: 2996 S ORUNDO OR. SANF % R m itAY'S CONSTRUCTION & DEVELOPMENT INC. 1720 Sunwood Dr. Longwood, FL 32779 State Certified General Contractor Lic. # CG-0062885 State Certified Roofing Contractor Lic. # CCC 1328741 State Certified Home Inspector Lic. # HI 1521 State Mobile Home Installer Lic. # III 1025439 Tel # 321-689-8282 Fax # 407-671-698 Proposal Proposal submitted to: Name: Campos realty LLC Address: 2895 S. Orlando Dr. City, state: Sanford, FL Phone # 386-9310497 Work to be performed at: Address: Same City, state: Date of plans: Architect: We hereby propose to furnish the materials & perform the labor necessary for the completion Of Demolition of a small structure. 1. Mobilization and safety measures. 2. Remove all electric wires around the building. 3. Separate small structure from main building by using necessary tools. 4. Demolish the small area and load the container. 5. Clean up. 6. permit fees. 7. Dumpster fee. Note : This demolition area only pertains to small area on east side of main building the above work to be performed and Completed in a substantial workmanlike manner for the sum of: THREE THOUSAND SEVEN HUNDRED FIFTY $3,750.00 Respectfully submitted R.S. Pei 30 Note - This proposal may be withdrawn by us if not accepted within days. Any alteration or deviation from above specifications involving extra costs will be executed only upon written order ,and will become extra charge over and above the estimate. All agreements contingent upon strikes, accidents,or delays beyond our control. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as spe i d bove. f l f signature signature Date: 12-04-17 JV.7VFrt 11. lJt. Urty J/. l .li. Product Design Consultant Florida No. 7768 407-671-0169 3952 Lake Mira Ct. Orlando, FL 32817 EVALUATION REPORT No.: Reference No.: 31004 32003 ER-11-0004-R February 21, 2011 Rev. 2/15/12 Product: Exterior Doors — Roll -Up Exterior Door Assemblies Series 3652 Manufacturer: Janus International Corporation 134 Janus International Blvd. Temple, GA 30179-4435 PFs'-,AI • 30 Statement of Compliance: The Rolling Doors, Series 3652 described in this report were evaluated to be in compliance with the 2010 Florida Building Code. The doors are, for the purpose intended, at least equivalent to that required by the Code when manufactured and installed as described below. Description of the Product: All doors consist of a corrugated steel sheet curtain suspended from a drum roller. Coiling around the drum raises the curtain. The sides of the curtain are constrained from lateral movement along their vertical edges by steel guides that are attached to the door jambs. This constraint provides resistance to lateral wind forces. The guide configuration used for this series is a cold -formed steel channel section, 0.079" thick with a minimum yield strength of 33 ksi. The lateral wind forces are transferred from the curtain to the guides and then through the attachment elements to the doorjamb. The doorjambs are part of the main wind frame resisting system and usually are constructed of steel, concrete, or concrete masonry units. Pagel of 4 CAConsulting\ClientVanus Intemational\12\32003 Eval Report ER-11-0004-R series 3652 021512.doc osepa " [!Cron, Jr. r L:. CL lvo. 1106 tvaluation Report: EK-1 1-UUU4-K U2%15/12 Series 3652 Door curtains have a thickness of 26 gage and are made of ASTM A653 structural steel, grade 80, pre -painted, galvanized steel with a full coat of primer and baked siliconized polyester finish coat The corrugated sheets are interlocked mechanically to form the curtain. Lap splices are at approximately 20 inches on center vertically in the installed door. The corrugation height is approximately 5/8 inches and the corrugation pitch is 3.25 in. Style variations include door width, and wind load rating. Maximum door opening height is limited to 20'-0". The door is described in detail on drawing T1014. The test was conducted on a door with a 12'-0" opening width. Design wind loads were calculated for opening widths of 6-0" to 18'-0" using comparative analyses with the test door. All doors shown on drawings T1014 have windlocks. Design Wind Loads Maximum door widths and heights are shown in Table 1. The pressures shown in Table 1 are the maximum allowable design wind load values. Drawings The Door Series covered by this report is described in detail on the following Janus International Corporation drawing: Drawing T1014: 6'-0" wide through 18'-0" wide, maximum opening height 20'-0", sheets 1 and 2 of 2, dated 02/21/11, rev. A, 1/23/12 Technical Documentation: All testing was done at Certified Testing Laboratories, Orlando, Florida. The test was conducted following the procedures of ASTM E330-02, Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference. The test also complied with ANSI/DASMA 108-05, Standard Method for Testing Sectional Garage Doors and Rolling Doors: Determination of Structural Performance Under Uniform Static Air Pressure Difference. The following test report, signed and sealed by R. Patel, P.E. covers doors contained in this report: Test Report No.: CTLA-2058W, date: February 17, 2011 12'-0" wide x 8'-0" high, +36 / -40 psf design pressure Calculations prepared by Joseph H. Dixon, Jr. P.E.: Calibration calculations for 12'-0" wide test door, 2 pages Tabulated design wind loads for various width doors, 6'-0" to 18'-0" wide. 1 page Page 2 of 4 CAConsulting\ClientUanus Intemational\12\32003 Eval Report ER-t 1-0004-R series 3652 021512.doc TABLE 1 Allowable Transverse Design Wind Loads (psf) Series Max. Door Width Max. Door Height Drawing Number Design Load Positive Design Load Negative 3652 6-0" 20'-0" T1014 72.9 79.2 3652 7'-0" 20'-0" T1014 72.9 79.2 3652 8'-0" 20'-0" T1014 72.9 79.2 3652 9'-0" 20'-0" T1014 56.4 61.7 3652 10'-0" 20'-0" T1014 51.6 56.8 3652 11'-0" 20'-0" T1014 42.6 47.1 3652 12'-0" 20'-0" T1014 3652 13'-0" 20'-0" T1014 31.0 34.5 3652 14'-0" 20'-0" T1014 27.0 30.2 3652 15'-0" 20'-0" T1014 23.9 26.8 3652 16-0" 20'-0" T1014 21.3 23.9 3652 IT-0" 20'-0" T1014 19.2 21.6 3652 18'-0" 20'-0" T1014 17.4 19.6 Design values used for the tests are shown in the boxed shaded values. Maximum test load was 150% of design load. Unshaded design wind loads were determined by comparative analyses using test results. Installation Requirements: Installation requirements are described in the Janus International Corporation Installation Instructions as follows: Door Installation Instructions, Series 3652, dated 2/21/11, 9 pages Page 3 of 4 CAConsulting\ClientVanus International\12\32003 Eva] Report ER-11-0004-R series 3652 021512.doc Limitations and Conditions of use: The use of any door is limited to buildings for which the design wind loads for wall components and cladding, determined in accordance with Section 1609 of the 2010 Florida Building Code, do not exceed the rated design wind loads of the door as shown in Table 1. The maximum width and height limitations are shown in Table 1. Doors are to be assembled as shown on the appropriate drawing referenced above, and the doors are to be installed in accordance with the installation instructions referenced above. Door manufacturing is limited to those plants that have met the 2010 Florida Building Code Product Approval quality assurance requirements. The doors covered by this report are not for use in the Florida High -Velocity Hurricane Zone. Certification of Independence: I, Joseph H. Dixon, Jr., certify that I am self-employed and operate as an independent contractor providing professional engineering services. I have no financial interest in nor will I acquire any financial interest in any company manufacturing or distributing products for which evaluation or validation reports have been issued by me. Likewise, I have no financial interest in nor will I acquire any financial interest in any other entity involved in the approval process of those products for which I have issued reports. r Joseph H. Dixon, Jr. P.E. t = ` .• 1 3. octj r. 9 tr ' a onK t- rf '' hlc ti r A.\` ti itiIIti,t o Page 4 of 4 2&Az— C:\Consulting\ClientUanus International\12\32003 Eval Report ER -I 1-0004-R series 3652 021512.doc BE N o. 7768 STATE - s wwAz RIDlow y- oe •• O' •+oM oo• 2• W/z 22 EXISTING CONCRETE OR FILLED BLOCK JAMB ---. 01"fs! i` ` EXISTING STEEL JAMB 079, 2t• / l ii4 `-D -DRILLSCREWMAX GUIDE MOUNTED TO NCRETE/FILLED BLOCK JAMBS USING 1/ 4' X 3' POWERS WEDGE -BOLT T D IN ACCORDANCE WITH THE INATIONAL BUILDING CODE. THE A DOOR IN ANY PARTICULAR BUILDING WITH SECTION 1609 OF THE FBC. ORIDA, REQUIRED DESIGN WIND ORDANCE WITH SECTION 1609 OF THE DE IN EFFECT FOR THE SPECIFIC FULLY TESTED ACCORDING TO THE ER ASTM E 33D AND ANSI/DASMA 108 LATIVE WIND LOAD AS NOTED BELOW. IS BEEN USED. WINDLOC EVERY 0' CORRUGA' 36A 40. 0 PSF BALL BE DETERMINED BY A PROFESSIONAL ED AND DESIGN CRITERIA. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOAD STEEL JAMBS LH GUIDE MOUNT SHOWN POWERS WEDGE - BOLT OT 1/4' X 3'B 9'OC MAX W/MIN EMBEDMENT OF 2 3/ 4' IN BASE MATERIAL WINDLOCKS ATTACH WITH 2 EACH 03/16• ZINC COATED STEEL RIVETS CURTAIN SHEET WIDTH (SEE CHART) ACK TO BACK OF GUIDES CSEE CHART) CURTAIN SLIP SEE CHART) 2q' WINDLOCK 2 EVERY OTHER CORRUGATION CONCRETE/ FILLED BLOCK JAMBS RH GUIDE MOUNT SHOWN OPENING WIDTH SLIP CURTAIN SHEET WIDTH BACK TO BACK OF GUIDES 57'-0• 3/8' OPENING WIDTH 2 3/16, CURTAIN SHEET WIDTH 2 3/8' 7-0' S9'-0' 1/2• OPENING WIDTH 2 7/16' CURTAIN SHEET WIDTH 2 1/8' 9-0' SIB'-0' 21/32' OPENING WIDTH 2 3/4' CURTAIN SHEET WIDTH 1 13/16' OM THIS DOOR ARE DESIGNED AS Vx HAVE BUILDING ENGINEER VERIFY RESIST SUPERIMPOSED LOADS Vx, Vy. Vx +728 PLF QUALIFIED WELDERS IN ACCORDANCE Vx -833 PLF TION. ALL WELDING ELECTRODES SHALL Vy +220 PLF Vy +220 PLF ,•iI . 1 4. Vx +728 PLF CURIAIN [uRTA1N Vx -833 PLF L. Vy - 244 PLF Vy -244 PLF J CHANISMS AT THE OPTION OF THE STEEL JAMBS CONCRETE/FILLED BLOCK JAMBS LH GUIDE MOUNT SHOWN RH GUIDE MOUNT SHOWN VANIZED OR STAINLESS STEEL WITH 1. SUPERIMPOSED LOAD DIAGRAM ABORATORIES, INC., TEST REPORT 011. (STATIC PRESSURE) THESE CONFIDENTIAL DOCUMENTS SUBMITTED BY JANUS CONTAIN INFORMATION DF A PROPRIETARY NATURE AND MAY NOT BE REPRODUCED OR USED TO MANUFACTURE ANYTHING W PART OR IN WHOLE FOR ANY JCLUDE STUCCO FINISH. PURPOSE OTHER THAN THAT WHICH IS NECESSARY FOR PREPARATION OF BIDS OF ENGINEERING WITHOUT ELLS 2 ANCHOR WITH 2500 PSI GROUT. THE EXPRESS PERMISSION OF JANUS WHICH MAY RECALL DOCUMENTS AT ANY TIME. N ACCORDANCE WITH MANUFACTURER'S UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES ARE, HAND CHAIN, OR ELECTRIC. DECIMAL FRACTIONS ANGLES HOLE DIAMETERS IN WALL OPENING AREA BEGIN 4' FROM XX +.03 t 1/16 t 0` 30, UNDER .251 ±.004 Ao3 WALL OPENING. .XXX t.005 .251 t0 . 500 +•006 OVER .500 ± 009 03 UMBER- NA DAL. NA ED FINISH, NA IF MEASURED NA DO 9821 STANDARD Ml ABTA A633 VI rALV. STEEL I WITH AST" A6 00 Drm w_ xn. 3/16' HRS STR BRACKET VELD BECKY NELSON 1 2-1-11 JANU 134 JA 201: 26 iECKEDD I SIZE I DRA% DON MILLS 2-21-11 B PROVER SCALED DON MILLS 2-21-11 NOI LONG (X) FOR PUSH-UP OPERATION: 3 7/8' HVH FOR HAND CHAIN OPERATION: 4 5/8' FOR ELECTRIC OPERATION: 5 3/8' FOR OUTSIDE OF CHAIN DRIVE: 6 1/8' NOTE: RIGHT SIDE DRIVE SHOWN 41TES C.I HEADROOM REQUIRED OPENING VERTICAL HORIZONTAL HEIGHT HEADROOM HEADROOM THRU 17" 19" F-W OVER 19" 21" THRU 10'-0" OVER IV-0" 20" 22" THRU W-W OVER 14'-V 21 ° 23" THRU 16'-0' OVER 16'-W 22' 24" THRU 18'-0' OVER 23" 25" THHRURU 20'-W ALLOWABLE TRANSVERSE DESIGN V PSF) MAX DOOR WIDTH MAX DOOR HEIGHT DESIGN LOAD POSITIVE PSF DI 6'4" 20'-0" 72.9 7'40" 20'-0" 72.9 8140" 20'-0" 72.9 91-0" 20'-0" 56.4 10'4" 20'-0" 51.6 11'-0" 20'-0" 42.6 12'-0' 20'-0" 36.0 IV-0' 20'-0" 31.0 14'-0' 20'-0" 27.0 1&4r 20'-0' 23.9' 16 0" 20'-0" 21.3 17'4" 20'-0" 19.2_ 18'4r 20'-0" 17.4 el MINIMUM GUIDE CONCRETE/FILLED BLOCK JAMBS 6' - SMALL MOUNTING PLATE INSTALL ON BOTH JAMBS FOR10' BRACKET ATTACHMENT TO STEEL JAMBS OF METAL BUILDINGS 20"tSEE TY R• ETAIL A 59' _ CURTAIN PANEL DETAIL A ASTM A 653 GR 80 ZINC COATED STEEL PRE -PAINTED WITH FULL COAT OF PRIMER AND BAKED SILICONIZED POLYESTER FINISH COAT 26 GA CURTAIN DETAIL THESE CONFIDENTIAL DOCUMENTS SUBMITTED BY JANUS CONTAIN INFORMATION OF A PROPRIETARY NATURE AND MAY NOT BE REPRODUCED OR USED TO MANUFACTURE ANYTHING IN PART OR IN WHOLE FOR ANY PURPOSE OTHER THAN THAT WHICH IS NECESSARY FOR PREPARATION OF BIDS OF ENGINEERING WITHOUT THE EXPRESS PERMISSION OF JANUS WHICH MAY RECALL DOCUMENTS AT ANY TIME. UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES ARE, DECIMAL FRACTIONS ANGLES HOLE DIAMETERS 004 XX t.03 t 1/16 t 0" 30' UNDER .251 -:003 XXX t.005 .251 to .500 ±003 OVER .500 -.003 OVERALL \ ASTR1 1RT NUMBER, NA 1TERIAL- NA PLIED FINISIA NA 4I7 OF MEASURE- NA APPROVALS DATE ZAWN, BECKY NELSON 2-1-11 4ECKED- ON MILLS 2-21-11 VROVED, ON MILLS 2-21-11 Florida Building Code Online Page 1 of 2 BCIS Home ; Log In ; User Registration Hot TopicsY ; Submit Surcharge Stats & Facts Publications ; FBC Staff ; BCIS Site Map Links Search i b a hid Product ApprovallG_'. USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14425-R2 Application Type Affirmation Code Version 2014 Application Status Approved PERMIT # Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Janus International Corporation 134 East Luke Road Temple, GA 30179 770) 562-2850 Ext360 curts@janusintl.com Curtis Schroeder curts@janusintl.com Curtis L. Schroeder 134 Janus International Blvd. Temple, GA 30179 770) 562-2850 Ext 360 curts@janusintl.com Jake Lyons 134 Janus International Blvd. Temple, GA 30179 770) 562-2850 Ext304 jakel@janusintl.com Exterior Doors Roll -Up Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H. Dixon, Jr. Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14425 R2 COI Cert of Fin Indeo.odf Standard ANSI/DASMA 108 ASTM E 330 Year 2005 2002 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquiKNpeAsu... 11/15/2017 Florida Building Code Online K Page 2 of 2 R I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONO ON/A FL14425 R2 COC 35008a self affirm 14425 R1.Ddf Product Approval Method Method 1 Option D Date Submitted 03/10/2015 Date Validated 03/10/2015 Date Pending FBC Approval Date Approved 03/15/2015 Date Revised 10/04/2017 Summary of Products FL # Model, Number or Name Description 14425.1 Series 3652 Series 3652 - 26 Gauge Door Assembly - Max Size: 18'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14425 R2 II Ser 3652 T1014 Rev A.odf Approved for use outside HVHZ: Yes FL14425 R2 II Ser 3652 Door Install Instr.odf Verified By: Joseph H. Dixon, Jr. FL-7768ImpactResistant: No Design Pressure: +36.0/-40.0 Created by Independent Third Party: No Other: Design pressure listed is at test width of 12'-0". For Evaluation Reports pressures versus widths, see table 1, page 3, of evaluation FL14425 R2 AE ER-11-0004-R.Ddf report. Not for use in High Velocity Hurricane Zones. Created by Independent Third Party: Yes Badc Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an'AA(EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The.emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Nag tClxck —®.ax Credit Card Safe https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDquiKNpeAsu... 11 /15/2017 BRACKET ATTACHMENT CONCRETE/FILLED BLDCK PDVERS WEDGE -BOLT, 3/0 X.1 3/4' LONG CM)rOR PUSH-UP OPERATIDA 3 7/11• STEEL. HEX BOLT, OR 5. 3/8-16-X-1 1/4'"LONG OR 3/8-I6 X 1• HVH FOR HAND CHAIN. DPERATIDN, A 5/8• TYPE 23 THREAD -CUTTING SCREV FOR CLECTRIC OPERATION- 5 3/8• FOR OUTSIDEOFCHAIN DRIVE, 6 I/B• NOTE, RIGHT SIDE RIVC SHOVN- I lGRI20NTALI BARREL ASSEMBLY I1 HEADROOM I 6 3/.• 6 3/• 3 . 10'- D'- MAX LVALL"OPENING WIDTH ICLCAR OPCNING) gib''; ( VERTICAL t / HEA RODM- fr r BRACKET HEAD STOP GUIDE STEELJAMBS2D- 0' MAX VALLOPENINGHEIGHTICLEAR OPENING) S I CURTAIN SIDE VIEW COMMERCIAL WINDLOCKMATERIAL - BLACK NYLON TYPE 6/6 0 0 2. 500. 250— i.'-' . 506 SEE SHEET 2 FOR NOTES 101 HEADROOM REQUIRED OPENING VERTICAL HORIZONTAL HEIGHT HEADROOM- HEADROOM THRU 17" 19" OVER g0 19" 21" THRUta- 0' OVER 20' 22' THRU THRUOVER 14'- 0" 21" 23" THRU 16'-0 OVER 16'- D' 22' 24" THRU18'- 0' OVER THRU THRU23,. 25" 20'- 0' ALLOWABLE TRANSVERSE DESIGN WIND LOADS I' PSIMAX DOORWIDTHMAX.' DOOR HEIGHTDESIGN LOAD POSITIVE PSF(PSFI DESIGN LOAD NEGATIVE 9- 0' 20'-0" 72.9 702 T- 0• 20'-0" 72.9 79.2 8'- 0' 20'-0" 72.9 792 9- 0' 20`-0" . 58.4 61.7 10' 4r 20'-0" 51.6 66.8 11'- 0' 20' 0' 42:6 47.1 17. 7 2V-0" 36.0 40.0 IT4r 20'-V 31.0 34.5 14'- V 20'-0• 27.0 302 16'- 0' 294• 23.9 26.8 16'- 0• 20'-D' 21.3 23.9 17'- T 20'-0" 19:2 21.6 18' 4" 20'-W 17.4 1 19.6 OI ` \ MINIMUM GUIDE. / OVERALL \ CONCRETE/ FILLED \ BLOCKJAMBS 1 20' t // R .34 SEE TY OETAILA INSIDE. ELEVATION ` BOT10M'BAR ASSEMBLY \ 59• II T SMALL MOUNTING PLATE. CURTAIN PANELUPI DETAILA epeee.. ea oo/ 00 STATE OF 4L, It 2{ GA (. 021) GALV STEEL BOTTOM BAR ASTM A OW W/MIN FY•33 K51 SLOE LOCK ( OPTIONAL AT EACH END) DOUBLE 0114' THRU BOLT WITH LOCKING NUT LOCATED AT EACH END ANO MMOLE OF ANGLE INTERMEDIATE SINGLE BOLT LOCATED 24' MAX OC INSTALL ON BOTH JAMBS FOR --' STEP PLATE (AT EACH END) IU' BRACKET ATTACHMENT TO STEEL ASTM A 653 GR 80 ZINC COATED STEEL JAMBS OF METAL BUILDINGS- - PRE -PAINTED WITH FULL COAT OF PRIMER AND 2• X 17FC X.105•, OALV STEEL ANGLE ASTMA-BAKED SILICONIZED POLYESTER FINISH COAT CONTINUOUS B33 SFULL FYU33 CURTAINCONTNUOU9FULLCURTAINVAD7H26 CIA CURTAIN DETAIL ASTRAOM" BOTTOM BAR ASSEMBLY T)ESC CONFIDENTIAL OCUMEHTS SUBMITTCD 3Y JANUS CONTAIN INFORMATION Dr. PROPRIETARY NATURE AID NAY NOT BE REPRODLCED OR.USED 'i0 HINIFACTURE ANYTHING IN PART OR IN VHDLE.rOR ANY PURPOSE OTHER THAN THAT WHIEH IS NECESSARY FOR PREPARATION Or BIDS OF ENGINEERING VITHWT THE EXPRESS PERMISSION. Or JANUS VHICH MAY RECALL DOCUMENTS: AT ANY: TIME, UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES ARE, DECIMAL FRACTIONS ANGLES HOLE DIAMETERS XX t. 03 t 1/16 t 0.30' UNDER .251 *;003 XXX t. 005 .251 to .500 '003 OVER .500 `-. 008 WT N11XICR, NA JANUS INTERNATIONAL CORPORATIOP ITERIAL, NA 134 JANUS INTERNATIONAL BLVD TEMPLE; GA 30179 770-562- 2850/F6x 770-562-2264 PLIED FINISH NA 2012 Janus Intematlonai Corporation All Rights Reserved RT It' MEASDRG 'NA CERTIFIED WIND LOAD RATED APPRDVALS -DATE 26- GA SERIES 3652- DOOR ASSEMBLY BECKY NELSON 2-1-11 ; MAVSIZE 18'-0' X 20'-0' D, SIZE - DRAWING NUfUM:R. REV MILLS 2- 21- 11 o T 1 01 4 A cD D. MILLS 2-21- 11 B NONE SHEET, 1 Dn 2 ALL COMPONENTS SHALL BE ASTM A 653 STEEL WIMIN _ FY-33 KSI OALVANRED ;--i71 PER ASTM A 653 G90 I, j , tl 079• 11 2;' 1 5/16• X 1/2' ) VERTICAL SLOT pa CC MAX 2• 2 ixo 0 f 0. No. 7768 •; ' T . * 14A l s 0- •• .'0Z ORiOA ANAL r 079 ,Ili. I t l-1 D 111 GUIDE-MOUNTED-TO GUIDE MOUNTED TG WINDLOCK B STEEL JAMBS CONCRETE /f 1LLED BLOCK. JAMBS EVEOTHER USING_)/ 4-14_:X 1' USING 1/4• X 3' POWERS CONaRY1X; ATION SELF - DRILLING SCREW. WEDGE -BOLT T GENERAL NOTES 1. THIS ROLL -UP DOOR.SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE INTERNATIONAL BUILDING CODE. THE REQUIRED DESIGN,. WIND PRESSURES FOR A DOOR IN ANY PARTICULAR BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1609. OF THE. FBC. IN CODE JURISDICTIONS OUTSIDE OF FLORIDA, REQUIRED DESIGN WIND. PRESSURES MAY BE DETERMINED 9N ACCORDANCE VITH SECTION 1609 OF THE IBC OR-VITH THE -LOCAL BUILDINGCODEIN EFFECT FOR THE SPECIFIC LOCATION. 2. THIS ROLL-UP,DCCR. HAS BEEN.. SUCCESSFULLY TESTED. ACCORDING TO THE UNIFORM STATIC AIR PRESSURE TEST PER ASTM-E 330 AND ANSI/DASMA 108 TO SAFELY RESIST A. POSITIVE AND NEGATIVE WIND LOAD AS NOTED BELOW, ATEST LOAD OF-1.5 X DESIGN LOAD HAS BEEN USED.. DESIGN LOAD . + 36'0 PSF 40.0 3. WIND LDADS FOR BUILDING OPENINGS SHALL BE DETERMINED BY A PROFESSIONAL ENGINEER USING APPROPRIATE WIND SPEED AND DESIGN CRITERIA THIS DOOR MAY BE USED WHERE THE DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD FOR THE. BUIL ING OPENING. 4. SUPERIMPOSED LOADS ON THE. JAMBS FROM THIS DOOR ARE DESIGNED AS Vx AND Vy HEREIN. CONTRACTORS SHALL HAVE BUILDINGENGINEERVERIFY ADEQUACY OF BUILDING STRUCTURE TO RESIST SUPERIMPOSED LOADS Vx, Vy. S. ALL WELDING SHALL BE'PCRF13RHED BY QUALIFIED WELDERS IN ACCORDANCE VITH-AVS SPECIFICATIONS , LATEST EDITION. ALL WELDING ELECTRODES SHALL CONFORM TO AVS. A5.I GRADE. E-70, 6 DOORS MAY BE PROVIDED. WITH LOCK MECHANISMS AT THE OPTION OF THE OWNER. 7 ALL BOLTS AND WASHERS SHALLBE GALVANIZED OR STAINLESS STEEL WITH AMINIMUM TENSILE STRENGTH OF 60 KSI. B DESIGN BASED ON CERTIFIED TESTING LABORATORIES, INC., TEST REPORT NO,.CTLA 2059V-DATED FEBRUARY 17, 2011. (STATIC. PRESSURE) 9 ANCHOR NOTES, A EMBEDMENT LENGTH DOES- NOT. INCLUDE. STUCCO FINISH, B. FOR HOLLOW- BLOCK, FILL_ ALL CELLS B ANCHOR WITH 2S00 PSI. GROUT, C. ANCHORS SHALL BE: INSTALLED.: IN .ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 10 DOOR OPERATION TYPE TO BE PUSH-UP, HAND CHAIN,-OR.ELECTRIC. 11. GUIDE TO JAMB ATTACHMENT FASTENERS. IN WALL OPENING AREA BEGIN 4' FROM FLOOR AND END 4- BELOW THE TOP or VALL OPENING, 12. TEST DOOR WALLOPENINGSIZE, 12'-0• X 8'-0'. E%ISTING STEEL JAMB SELF - DRILLING SCREW 1/4-: 4 X.V a 8. OC MAX STEEL JAMBS LH GUIDE MOUNT SHOWN I• EXISTING CONCRETE OR FILLED BLOCK JAMB POWERS VEDGE- BOLT 01 1/ 4' X 3• Q 8. OC MAX V/MIN EMBEDMCNT OF 2 3/4• IN, BASE MATERIAL• f I'! WINDLOCKS. ATTACH WITH 2 EACH 03/16• ZINC COATED STEEL RIVETS CURTAIN SHEET WIDTH (SEE CHART) BACK TO BACK OF GUIDES ( SEC. CHART) WINDLOCK B EVERY OTHER CORRUGATION. CONCRETE/FILLED BLOCK JAMDS- RH GUIDE MOUNT SHOWN OPENING WIDTH SLIP CURTAIN SHEET WIDTH BACK TO BACK GF GUIDES s7•-0• 2/8' OPENING WIDTH + 2 3/16' CURTAIN SHEET WIDTH + 2 3/8' 7'-0. 69'-0' 1/ 2, OPENING WIDTH + I.7/16' CURTAIN SHEET WIDTH + 2 1/8• 9'-0' SIB'-0' 21/ 32' OPENING WIDTH + 2 3/4• CURTAIN SHEET: WIDTH + 1 13/16' Vy .220 PLF Vx -720 PLF Vx -833 PLF CNRTAIX Vy - 244 PLF STEEL. JAMHS LH GUIDE MOUNT SHOWN Vy - 220 PLF Vx +728 PLF CURTAIN Vx - 833 PLF Vy. ' 244 PLF CONCRETE/FILLED BLOCK JAMBS RH GUIDE MOUNT SHOWN SUPERIMPOSED LOAD DIAGRAM ' THESE CONFIDENTIAL - DOCUMENTS SUBMITTED BY JANUS CONTAININFORMATION OF A PROPRIETARY NATURE AND NAY NOT BE REPRODUCED OR USED-70 MANUFACTURE ANYTHING IN PART [III IN WHOLE FORANYPURPOSC•OTHCR THAN THAT WHICH IS NECESSARY FORPREPARATIONOFSIDSOFENGINEERINGWITHOUTTHEEXPRESSPERMISSIONOFJANUSWHICHKAY RECALL DOCUMENTS AT ANY 11w- FART NUMBER, NA MATERIAL NA APPUCO FINISH UNLESS OTHERWISE SPECIFIED DIMENSIONS. ARE IN INCHES AND TOLERANCES ARE, NA UNIT OFMCASUM, NA DECIMAL FRACTIONS ANGLES HOLE DIAMETERS APPRO ALS XX t,03 t 1/16 t 0' 30' UNDER ,251 +004 003 XXX t,005. .251 to .500 +A06 003 OVER .500 *:Dog 003. BRAWN BECKYNELSON CHECKE. DON MILLSwPlavEn r REVISIONS IRE; Vl DESCRIPTION ..DATE APPROVAI 1- 1DRAWINGRELEASE1-31-03 DM A I ADDED.— BRACKET-23-121 CS DOOR MOUNTING BRACKET. DETAIL cxlsT)Ac EncRET[ 0 ASTM —3 V— ITM FYY 37 Kfl LALSICEL IN ACCOQ0ACCORDANCEWT. AST. A633 G90 Vw VXV TNREC 3/8• P(WeTS MM "ItDNEW IN CONCRETE OR TM We, VM TIPU mTS 1w. NIX )/ M Val 1.IF- EXIITING IS xATM,Y, FILL CCLL V/2308 KI GRM: mnoau Xn S/ 16• HtI STRUCiIA •AXLE[! iRK%CT VCLD[Nt- I IK PAIMT[0 sl¢ w[v c We. PDvcvs. KDGC-MTi VI 1-1/Y EMBEOR:xT IN. CONCRETE OT TM)CL LY III TNN SOUS INTO .. — STCFILL"ICEIL v/2 00' pi1 SFFM: JANUS INTERNATIONAL CORPORATION 134 JANUS INTERNATIONALBLVD TEMPLE; GA 30179 770562-2850/ Fax 770-562-2264 2012 Janus International : Corporation All Rights Reserved CERTIFIED WIND LOAD RATED 26 GA SERIES 3652 DOOR ASSEMBLY 2-1-11 MAX SIZE 18'-0' X 20'- 0' EIj[ _ DRAW11& ,NM6R, T 1 0.1 4RA 2- 21-II B 2-21-I1 s ONONE2 - 2, Man Revision 2 Lop es PG " Q r-J Cityof Sanford Response to Comments Building & Fire Prevention Division CS Q CU - G 11C Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Project Address: Y " 1 Contact: L Ph: 3 6 9) i Gee d Email: Trades ncompassed in revision: Building Plumbing Electrical Mechanical LYLife Safety Waste Water Department Utilities Waste Water Planning Nino Submittal Date Fax: of 3z 3 APR 17 2018 11 General d scription of revision: Yoe Vou LUQ-, G%i'r ph r f 4 / !n' / /lei- N f14 ROUTING INFORMATION Engineering Fire Prevention O' Building l -/ l— / Approvals im JJI CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: / u PERMIT NUMBER: BUSINESS/PROJECT NAME: ADDRESS: Z81s S'. on ZA CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [)C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: