The URL can be used to link to this page

WS-18-273 3 Inspection Worksheet , Miami Shores Village 10050 N.E..2nd Avenue Miami Shares,FL Phone:(305)795.22134 Fax:(306)756-8972 Inspection Number: INSP=300621 Permit Number: WS-1-18-273 Scheduledinspection Date:April lti,2098 Permit Type: Windows/Shutters Inspector: Naranjo,Ismael Inspection Type. Final Owner: R IRIEe?,ELIANA Work Classification: Garage Door Jab Address:19 NW 92 Street Miami Shores,FL Rhone Number l " Parcel Number 11311110170100 Project: <NONE> } Contractor. PRECISION DOOR SERVICE Phone:(785)516-2772 l Bullding,10leparfinentCorntnents REPLACE 8X8 GARAGE DOOR InfracW Fussed Comments INSPECTOR COMMENTS False 4 InspectorComments Passed CREATED AS REINSPECTION FOR INS 296553. LAb l on door does not include the new product approval for the door. Failed Correction Needed Re-Inspectfion Fee ftA&tww41qspecfions can be sc eduled`unBl re tee is paki { ApM :216 For Inspections please call:(385)762-4949 Page 12 of 28 R!Ilk 4`•. ` F% '�h 1k 4"2 } Permit NO.-WS-2-18- . Miami Shores Village Pe/r7r7f Type:iiindowalSluiters 10050 N.E.2nd Avenue NW, ram Per Work Classiffcition:Garage Door Miami Shores,FL 33138-0000 Permit Status:APPROVED 01R" Phone: (305)795-2204 FGtD4' Isstie Date:3,16(2418Expiration: 09/02/2018 Project Address Parcel Number Applicant 19 NW 92 Street 1131010170100 Miami Shores, FL Block: Lot: JORGE RICO Owner Information Address Phone Cell ELIANA RAMIREZ 19 NW 92 Street MIAMI SHORES FL 33150- 19 NW 92 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 1,424.70 PRECISION DOOR SERVICE (786)516-2772 (561)800-6063 ._._.� .. Total Sq Feet: 64 Type of Work:REPLACE 8X8 GARAGE DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info:REPLACE 8X8 GARAGE DOOR Final Classification:Residential Review Building Scanning:3 Review Building E� Review Building i r Fees Due Amount Pay Date Pay Type Amt Paid Amt Due , CCF $1.20 DBPR Fee Invoice# WS-2-18-66329 $2.00 02/02/2018 Credit Card $50.00 $76.20 DCA Fee $2.00 Education Surcharge $0.40 03/06/2018 Credit Card $76.20 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. i OWNERS AFF AVIT: I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction�nd oning. u er ore,I authorize the above-named contractor to do the work stated. March 06, 2018 Aut o ' ign .O er / Applicant / Contractor / Agent Date _Building Department Copy March 06,2018 1 3Z•1 - S-7 b - a�o7 t r Miami Shores Village RECEIVED Building Department FEB 0 2 1018 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 I/ • V,T Tel:(305)795.2204 Feu:(305)756.8972 ° INSPECTION'S PHONE NUMBER:(3057 762.4949 FSC 2013 BUILDING Permit No. UJS I —77 PERMIT APPLICATION Master Permit No. Permit Type: Electrical JOB ADDRESS: q N w S T City: Miami Shores County: Miami Dade Zip. 3 3 1 S C) Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: C Pho mC3oS) h' Yq- 77F/ OWNER:Name(Fee Simple Titleholder): J D RCo� Address: 19 /\/W 9 Z S i c�7— city: /Y)J It"-?l j 5-Ho R-,S State: F L O /2 I b /1 Zip: 33/ 570 Tenant/Lessee Name: J // Phone#: Email: !H'ro (n1 i k C? ,r A o Fn e,S N a/. C O �t _ CONTRACTOR:Company Name: Pi Z EC l S 1 O N DOC R Phone#. -'9G - `12S- -4 f�3 Address: i Z I L1 S &. t 221KT r ST City: M 1 A M I State: FL zip: 33 l Qualifier Name: L) l U_i AM WA C-O-E N Phone#: State Certification or Registration Q� Certificate of Competency#: Contact Phonc#: Email Address: DESIGNER:Architect/Engineer. Phone#: Value of Work for this Permit:$ ► Z _ Square/Linear Footage of Work: 60 Type of Work: UAddress OAlteration ONew )ilRepair/Replace ODemolition Description of work: t,Ea LAC 1= F X 9 &g P_A(2 E 0C,0P, Submittal Fee$1` I,) d Permit Fee$ I (O • " CCF$ 1 . 2-o CO/CC$ _ Scanning Fee$ Radon Fee$ Z DBPR$ Z Bond$ Notary$ Training/Education Fee$ 0 4 0 Technology Fee$ b C� Double Fee$ ?V Structural Review$ _ TOTAL FEE NOW DUE$ Z � . Z o Bonding Company's Name(if applicable) Bonding Company's Address City State 'Gip Mortgage Lender's Name(if applicable) Mortgage Lender's Address L City State zip r 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 the 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..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONMIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMAIENCEMENV" Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature4Signature er or Agent Contractor The foregoing instrument was acknowledged before me this R to The foregoing instrument was acknowledged before me this-2—1 day of�p!>,tA&I 201 ,by ��C��r✓ SCD day of,,. y u 1paY •201 ,by i�i Iia M 1).41)EiJ who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 4 I Sign: Sign: 1A4-:z Print: IBJ%t_%..t Arn tAZS S Print: t-311-410 My Commission Exp Notary Public State of Florida My Commission Notary Public State of Florlde Wdliam Huntress William Huntress ' My Commission GG 137785 My Commission GG 137785 a Expires 09/15@021 a ,Exp M 09/15/2021 17 APPROVED BY Plans Examiner Zoning 1 Structural Review Clerk (Revised 31122012XRevised 07/10✓07XRevised 06/10 M)(Revised 3115109) Property Search Application - Miami-Dade County Page 1 of 1 OFFIGO& E OF THE PROPER"I"Ay" APPRAIS"'ER Summary Report Generated On:2/2/2018 Propertylnformatiori Folio: 11-3101-017-0100 Property Address: 19 NW 92 ST Miami Shores,FL 33150-2226 Owner JORGE RICO ELIANA RAMIREZ , Mailing Address 19 NW 92 ST ', !' MIAMI SHORES,FL 33150 USA PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL-SINGLE Y Primary Land Use r j FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 o, Floors 1 Living Units 1 o Actual Area 1,414 Sq.Ft Living Area 1,148 Sq.Ft ATaxable Value Information Adjusted Area 1,277 Sq.Ft Lot Size 7,500 Sq.Ft 2017 2016 2015 Year Built 1938 County Exemption Value 1 $50,000 $50,000 $50,000 Assessment Information Taxable Value $172,187 $167,618 $166,106 Year 2017 2016 2015 School Board Land Value $164,862 $164,862 $122,049 Exemption Value $25,000 $25,000 $25,000 Building Value $106,655 $108,136 $109,618 Taxable Value $197,187 $'192,618 $191,106 XF Value $5,458 $5,514 $5,153 City Market Value $276,975 •$278,512 $236,820 Exemption Value $50,000 $50,000 $50,000 Assessed Value $222,187 $217,618 $216,106 Taxable Value $172,187 $167,618 $166,106 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $172,187 $167,618 $166,106 Save Our Homes Assessment Cap; Reduction $54,788 $60,894 $20,714 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- ' Price Qualification Description Second Homestead Exemption 1 $25,000 $25,000 $25,000 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 12/06/2017 $100 30824-3929 Corrective,tax or QCD;min School Board,City,Regional). consideration 12/06/2017 $358,900 30788-3420 Qual by exam of deed Short Legal Description 03/25/2013 $314,000 28564-2473 Qual by exam of deed CANADAY EXTENSION PB 41-71 03/01/2004 $235,000 22127-4845 Sales which are qualified LOT 10 LOT SIZE 75.000 X 100 OR 16641-0028 1294 1 COC 22127-4845 03 2004 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 2/2/2018 1/29/2018 Building Sketch Viewer Miami-Dade County Office of the Property Appraiser Building Sketch Viewer Folio: 11-3101-017-0100 Actual Area: 1,414 Sq. Ft. Address: 19 NW 92 ST Living Area: 1,148 Sq. Ft. Owner: TATIANA T FREDERICO Adjusted Area: 1,277 Sq. Ft. Building Number: 1 • of 1 Roll Year: 2017 PreVIOUS Next 1 43 PMAJ 4 a F FEB i� !r 22 GRU 22 ?EJB A >, ONE 29 6;:1, • ONE : One Story PFL: Porch, Flat • GRU : Garage, Unfinished Click here to see all Sketch SubArea Descriptions Generated on: 1/29/2018 Disclaimer: •.•• The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most currentgr fq r cion on record.6 The Property Appraiser and Miami-Dade County assume no liability. See full Liability Disclaimer and User Agreement: See full disclla!mer and User • Agreement at http://www.miamidade.gov/info/disclaimer.asp •• • •• • • 609.06 • 06 6000•. • 666••• 9 • 9 ••66.9 0000 69.6 • • 6 6 • • 696• ••69 0000• 000060 66 • •0.09 PERM L #: IR — 96 „6 • •• 9.6•••6 6.9666 • 6 Miami Shores Village 0.66•6 6666.. APPROVED696• . .. . :••••� BY DATE 6 70NING DEPT a BLDG DEPT i SUBJECT TO CONIPLIAr,ICE VVI FH ALL FEDEP.AL — ,Ty ,I 1! F_ nn,!D REG 'LATIGVS 1/1 O� EAD�qRA Precision Door Service of Miami Estimate 11407177 12245 SW 128th ST#307 lob 11401649 Miami,FL 33186 Estimate Date 1/26/2018 888-797-2654 Completed Date Customer PO Billing Address Job Address Jorge Rico Jorge Rico 19 Northwest 92nd Street 19 Northwest 92nd Street Miami Shores,FL 33150 USA Miami Shores,FL 33150 USA Estimate Details 1 Task# Description Quantity Your Price Your Total 1 5 Year Warranty 1.00 $0.00 $0.00 2 Building Permit 1.00 $199.00 $199.00 Includes delivery and processing to appropriate municipality 3 New Buildout PT Wood to meet CODE 1.00 $149.95 $149.95 4 Door Haul Away 1.00 $0.00 $0.00 5 $200.00 OFF NEW DOOR-DOUBLE 1.00 $-200.00 $-200.00 Chargeable Materials Material Description Quantity Your Price Your Total 1 8x8 DAB Hurricane Master 1.00 $1,275.75 $1,275.75 Model 824+50/-60 Large Missile Impact Hurricane Door 2 True White-Hot-Dipped Galvanized Steel with Baked-On Enamel Finish 1.00 $0.00 $0.00 3 FLUSH PANEL(FP)-Available on Heritage and Enduring Doors Only 1.00 $0.00 $0.00 Sub-Total $1,424.70 Tax $0.00 Total $1,424.70 1 fully understand the explanation and the total price$1,424.70 given to me.I understand the recommendation for servicing our door. . . .... ...... .... .... . . .... .... ..... ...... .. . ..... .. .. . .. ...... . . . . ...... STRUCTURAL SOLUTIONS,P.A.* Project No.: 18-002 5921-G West Friendly Avenue Date: 1/29/2018 Greensboro, North Carolina 27410 NC Firm #C-1096 Garage Door Windload Design Pressures + The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 for Components &Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. For.use with Florida Building Code 5th Edition (2014) and 6th Edition (2017). Building Address: 19 NW 92nd St Miami Shores, FL 33150 Garage Door Width: 8 ft Garage Door Height: 7.5 ft Basic Wind Speed: 175 mph Exposure: C Mean Roof Height: 11.25 ft Least Overall Horizontal Dimension of Building: 28 ft Distance from left building corner to edge of garage door opening: 1+ ft Distance from right building corner to edge of garage door opening: 1 ft Roof Slope: any slope Positive Design Pressure = 35.4 psf Negative Design Pressure = -41.5'psf Design Assumptions: E The building is considered Enclosed as defined in ASCE 7-10 The Topographic Factor for the building is 1. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with garage dowwsthat are.;• •••;;• manufactured by Entrematic. 06e:06 • .... .... . . .q STATE F `r STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412) Thomas L.-Shelmerdine, PE (Florida PE #0048579) REr w S - Z�13 RR fft, - MIAMI-DARE V� MIAMI-DARE COUNTY = PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamida4e.1ov/economy DAB Door Company,Inc. 12195 NW 98'h Avenue Hialeah Gardens,FL 33018 SCOPE: 0000 This NOA is being issued under the applicable rules and regulations governing the use of cotstruC, pn mater,9t he documentation submitted has been reviewed and accepted by Miami-Dade County RER-Prodlitt Cbritrol y§ect on-to be .' used in Miami Dade County and other areas where allowed by the Authority Having Jurisdi1t1dti"HJ). *e*-: •0 0 0:0 This NOA shall not be valid after the expiration date stated below.The Miami-Dade County 111&dMt Control Section(Iti Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the.ng011t0tp have 41I N0irpduct or••0: material tested for quality assurance purposes. If this product or material fails to perform in tMeaccepted lift8nner, the•*•• manufacturer will incur the expense of such testing and the AHJ may immediately revoke,mo$ifyt or sus'PUIQ tqe use of••• such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it'9 determined•••• by Miami-Dade County Product Control Section that this product or material fails to Ae*et:tlie requireml=nts of the - applicable building code. e•Fl• : DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 01-09,titled "Sectional Garage Door", sheets I through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016,prepared by 41-Fa�rooq Wra�blation, signed and sealed by Javad Ahmad, P.E. 00 • .... ...... B. TESTS "Submitted under NOA #09-0128.04" • 1. Test reports on 1) Uniform Static Air Pressure Test,Loading per.FISC TA;:Z601-94 0•. 2) Large Missile Impact Test per FBC,TAS 204.04•' ' ; 000000 3) Cyclic Wind Pressure Loading per FBC, TAV20 94 • .' 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-N •••• • along with marked-up drawings and installation diagram of a DAB$24 24f GA ....; Sectional Garage Door with Fred Windows,prepared by Hurricane Engiileet'ipg& 0 ' Testing, Inc,Test Reports No. HETI-08-2149A/B,dated 06/27/2008, signed and sealed by Candido F. Font,P.E. "Submitted under NOA#09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No.HETI 08-T182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing, Inc.,Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M.Medina,P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on"Sectional Residential Garage Door", prepared by Hurricane Engineering& Testing, Inc., Report No. HETI 01-969,dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,prepared by Celotex Corporation,Test Report No. 258592, dated 08/17/1998, signed by W.A. Jackson,P.E. IAhaq I.Chanda,P.E. Product Control Examiner NOA No.17-1018.13 Expiration Date: August 9,2021 Approval Date: December 14,2017 E-1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA #14-0814.04" L Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA #09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008, signed and sealed by Humayoun Farooq,P.%. .. D. QUALITY ASSURANCE -:0:99*•'••• •• ....:. 1. Miami-Dade Department of Regulatory and Economic Resources (RjS:: • .... ...... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Ela ic ,for th )'exan p * S >rll' ...... Polycarbonate Sheet Products,approved on 12/10/2015 and expirinjex�&7117/2018. • 2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,foi,their ... ; ..... Insulfoam Expanded Polystyrene Insulation, approved on 08/14/201;arydgxplri . on 11/29/2017. .. . *0*000 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC,for their Mp'anded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC,for their Dyplast ISO-Ci Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA #05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of"PVC Extrusion Material',prepared by Hurricane Engineering& Testing,Inc.,Report No.FIETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.IIETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J.L.Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5'edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation,dated 03/21/2016, signed and sealed by Javad Ahmad,P.E. Ishaq IL Chanda,P.E. Product Control Examiner NOA No.17-1018.13 Expiration Date:August 9,2021 Approval Date:December 14,2017 E-2 DAB Door Company.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 01-09 REV L,titled"Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 and last revised on OCT 05,2017, sheets 1 through 5 of 5,prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad,P.E. Note: This revision consist of editorial changes to comply with FBC 2017. B. CALCULATIONS •••• •" • None .. .. • • C. QUALITY ASSURANCE •••• •••• 1. Miami Dade.Department of Regulatory and Economic Resources .. .. .. . •••••• D. MATERIAL CERTIFICATIONS •• •• 1. Notice of Acceptance No. i7-0221.06,issued to Insttlfoam,LLC, for t4eir ;••••• ••"" Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/203+ :••••; 2. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC, for thea Dyplast ISO-C1 Polvisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics,for their Lexan Sheet Products,expiring on 07/17.2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and FBC 2017 (611'Edition), prepared by Al Farooq Corporation, dated 10105/17, signed and sealed by Javad Ahad, P.E. F. OTHER 1. This NOA revises NOA#16-0330.02,expiring 08/09/2=. Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1018.13 Expiration Date:August 9,2021 Approval Date:December 14,2017 E-3 7-1/2' X 3'X .071"GALV. STEEL TOP FIXTURE 5-1/2'X 2-3/4"X 0.1" Is m END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT W/ (6)#14 X 5/8"SMS FASTENED TO ENO STILE WITH OPTIONAL DOOR VIEWER pj WITHOUT DELRON SLEEVE(STD.) �/® (6)X114 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT WITH DELRON SLEEVE(OPTIONAL) / - `\`\�� CENTERSTILE Z m F o CENTER STILE00 p W A O 8 ANO I S 1 7-1/2"X 2-1/4'X .071" i ----- r- --- I a 0 11 ® GALV. STEEL CENTER HINGE 1 - 1 W/(4)#14 X 5/8"SMS 1 rq My WITH DELRON SLEEVE(OPTIONAL) B o Q W? ♦ _ ♦ _w W oLOGK LL ZW p g Q g 2/DOOR Q f m g o O o� 1'W X .15'THK. LATCH 1 STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/(4) f14 X 1/2S.M.S. — -- O U �2 -- 5/8'MIN. LOCK ENGAGEMENT ,�� 0 CONFORMS TO SECTION 1008 REGARDING GAWr DOORS W---------------- M DOOR HEIGHT CONSISTS OF i � � 1 Q O OO N N 2 SECTIONS 18'2 SECTIONS 21' .158 DIA GALV.AIRCRAFT TYPE i �� i'' ® �� .i L,A O 3 o n 1 SECTION 18' 3 SECTIONS 21' CABLE h NICO-PRESS SLEEVE 1/ 'i OPTIONAL VENT W MIN. 5 TO 1 SAFETY FACTOR/ I F O Z O / 1 , (3)5"WIDE AT T O.C. MAX. OPTIONAL FLUSH FADE U 7' 4 SECTIONS 21"- I _ _ I ® I , OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W f7 a$ 7-3' I T j 120 SQ. IN. [COLONIAL DESIGN fA 7'-6" S SECTIONS 18'- 6"X 3"X 0.1" 1 /l / 7'-9' 4 SECTIONS 18" 1 SECTION 21" / 1 / Q N=F 8' 3 SECTIONS 18'2 SECTIONS-2-1' �PLATE ��ll ® i �� 1 ® i MAX. DOOR WIDTH WITH (2) }14 X 5/8"SMS 9'-4" 8'-3' 2 SECTIONS 18'.3 SECTIONS 21' O e'-6' 1 SECTION 16' 4 SECTIONS 21" 8'-9" 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION DAB DOORS INC. e' 6 SECTIONS 18'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR Hurricane Master®Model 824/811 9'-3' [SECTIONS 18'1 SECTION 21' DOOR OPTION 9'-6' 4 SECTIONS 18'2 SECTIONS 21' Max. Size g'-4 X 16'-0" High 3i N y 9'-B' 3 SECTIONS 18"3 SECTIONS 21' 7-7/8'X 3-1/8' % .010' With Window Lite Option 10' 2 SECTIONS 18'4 SECTIONS 27' STEEL PLATE #14 X 3/4" SELF DRILLING SCREWS MAY BE USED o R 10'-3' 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4' SDS IN LIEU OF 114 X 5/8"SMS N �,R DESIGN PRESSURE RATING = + 50.0 PSF �g 10•-6' 6 SECTIONS 21*!- OUTSIDE - 60.0 PSF y v c3i ,o-e' 6 SECTIONS 18'1 SECTION 21" GENERAL NOTES 11' 5 SECTIONS 18'2 SECTIONS 21' HANDL END STILE 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR TESTED IN ACCORDANCE WITH THE REWIREMINIS of FLORIDA 11'-3' 4 SECTIONS 18'3 SECTIONS 2t' REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING cooE,iAs-202,TAS-201 6c TAS-203 FOR HVHZ AND 11'-6" 3 SECTIONS I6'4 SECTIONS zi' BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ASTM E7886-OS/AsiN E1996-D9. 11•-9" 2 SECTIONS 18''5 SECTIONS 21' vi LOCK 84R GUIDES c IN 12' 1 SECTIONS 18"6 SECTIONS 21' 2.ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 0INSTALLED ON END STILE 12'-3' 7 SECTIONS z1"- WITH (4) X14 X 5/8'SMS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFI@OvEMl�MIENTbTC1•BASF• NS gROD IS RATED FOR LARGE MISSILE IMPACT .�1384 SECTIONS 19'4 SECTIONS 21' 0 ENGAGES IN TRACK 6 SECTIONS 18"2 SECTIONS 21' MATERIAL SHALL BE BEYOND WALL DRESSING OR �UCCO. Q 11III 72'-e' 5 SECTIONS 18'3 SECTIONS 21' 18T X .6W LOCK BAR3.A LOAD DURATION INCREASE IS USED IN DESIGN OF•ANCHO 6♦IM �' D Nli+i • • • �n O 13'-3' 3 SECTIONS t6'S SECTIONS 21' ON EACH SIDE OF DOOR 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/�1E�TTA$�gF'�S,VHAV • • • • • } ��` L^" AI{ f77/i 13'-8' 2 SECTIONS 18*16 SECTIONS 21" COME INTO CONTACT WITH OTHER DISSIMILAR MATMAS SRALL MEET•RIE • • ,• ••• \�� $J 13'-9' 1 SECTION 18' 7 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAL) REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. C,�:t, l .i "f ' VOEN4r••'• q 14' 6 SECTIONS 21"- LOCK BAR LOCKING SHOWN 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION o 14'-3' 6 SECTIONS 18'3 SECnONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY T Evffim 14'-6' 5 SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN ABOVE OF STRUCTURE RECEIVING THIS PRODUCT AND•StING•1�FAUND OPEWING FOR Ir'RY•w•y ywk6• Kff+ 14'-9' 4 SECTIONS 18'5 SECTIONS 21" WATER INFILTRATION RESISTANCE ETC. • • • • iaM1„*(�•. • • (1;= 15' 3 SECTIONS 18'6 SECTIONS 21" CONDITIONS NOT SHOWN IN THIS DRAWING ARt jd'BE)4ALYZJD QEPARATSLY,• Awa Ne i41-14(X'13 (y am 15'-3' 2 SECTIONS 18"7 SECTIONS 21" AND TO BE REVIEWED BY BUILDING OFFICIAL• • •• •• • • Dote M OF ((/� drOwing no. 1 SECTION 18" 8 SECTIONS 21" • • • • • �/ •..F( D�•. !�� O•I_oA 6.MANUFACTURER'S LABEL SHALL BE LOCATED ONOA READILY VISIBLre YOCATIOT� .7 15'-9' 9 SECTIONS 21'- 84 / 16' 6 SECTIONS 18'14 SECTIONS 21' INACCORDANCE DTO COMPLY WITH SECTICTION ON B 09.9,2 FLORIDA BUILDING CODE., dC q1 A1.�1`P� sheet NIIIIIIL 1 0T rJ ••• • • • • ••• • • • •• •• • • • • • ••• • • • •• •• 24 GA STEEL PANELm c- 3/16'ALUM RIVETS 0 FLAPS BENT OVER PANEL CD .024"STL PANEL 1/2' PUNCHED HOLES{ O 4'O.C. OUTSIDE OF D00 C O p g �0y O 11V��y e�e LL.ZN_ I STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER n TO ONEPER BRACKET JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16"X 1-5/8'LAG SCREW N INSTALLED IN 9/18° DIA HOLES IN CENTER STILE m (FULLY THREADED) T POSITIONED AT EYE LEVEL rlN. TILE o "> ANCHORS AT TRACK BRACKET: 1 O O OPTIONAL STOP MOULDING A 8'OIA DOWER-BOLT BY'POWERS' C M FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER ) w M c TO MASONRY SEE NOTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE 0 c Q- 1-7/8'MIN. EDGE DISTANCE 614 X PER HINGE 31,V 3/4'X 2'X 2-1/2'X 18 GA STEEL g t/g• HI r a vcvc BY'HI TY C1 Im L m END STILE,CONNECT TO PANELS WITH ) E cp c 1/2"X 1-3/4'% .059'FORMED STEEL FLAPS AND 3/16'ALUM RIVETS 1-1/4'MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q Orn y N SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8'MIN. EDGE DISTANCE INTO CONCRETE Z U 0.55 S.G. EDG DIST:! END SRLE WITH 3/16'POP RIVETS O 12.O.C. 4' MIN. EDGE DISTANCE INTO FILLED BLOCK o 3 o m U O Z P '- 1-7/8'X 2-5/8'X .045"STEEL EDGE CONCRETE Vc _ 3000 PSI MIN. to p a CENTER STILE,GLUED AND RNETED C-90 GROUT FILLED BLOCK f m =2000 PSI MIN. 0, v " TO PANEL W/(4) 3/16•RIVETS DISTANCE N o 1 1/2"MIN. I POP RIVETS .e,. I _ 1 g14 X 5/8"S.M.S. 'e; .'�: .-ti 1_3/16} wobt RoeMs O 4/HINGE 1-3/16"� b''�'. s I. �No I]- Ork 2 p� ANCHOR TYPE A OR B u 1.9" X 2.19•X 3.3"X.102' l(l) PER BRACKET STEEL TRACK BRACKETS ILI 1\ SEE SHEET 3 FOR BRACKET SPACING u U 6 3 SEE SHEET 3 FOR SPACING u u I I i/4-20 SS BOLT h NUT oa� 2&rya Ll 7-1/z"X .071'GALV. STEEL 7i24p :CENTER HINCE 7-1/2'% 3'X .071"END ROLLER HINGE •7 16PUSHNUT SECTION B-B •INSTALLED ON ROLLER SHAFT •• .D•.�INTERIORSIDE 1.82' DIA x .SO' STD.)Z14 CK 1.82"DIA. X .50'NYLOONAL)2-1/8'X 1'(STANDARD) 2.75' DIA X .50"SWEL�Q 5 ( PTIO ) = .70592 3-5/16'X 1-1/2' (OPTIONAL) _ 2.75"DIA X .50"yYLgl RO S (0 • • • = S;( - c - FASTENED TO TRACK PLATES Vc^ ;• • • • • • • �� u W/ 1/4-20 %5/8'TRUSS HD. • • • WITH 5•ST • • e` SLOTTED M.S. &LOCK NUT • • • •• • • • •• ®••., TE OF (y�� drawing no. • .. ... % s� ...... '`�.� 01-09 i,,TIT P.�1111� sheet 2 of 5 ••• • • • • ••• • • POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE r' 2" /` 5/16"X 1-5/8' LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK V / GALV. STEEL /2'X 3'X.104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2"MART T (/ TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4' EMBED INTO MASONRY E(PEEDING 8 FT. IN HdGHT FIRST AT 3.O.C. I �- 3 PER BRACKET II q f REST AT 9'O.C. FASTENED W/(8)/ 14 X 5/8'S.M.S. _ _ I I CONNECTED TO FLAG BRACKET ANGLE Z .090 THK.GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4"BOLT&NUT C F SLIDE FASTENED M BRACKET 2-1/2" X 4-1/4' X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH a4 W/5/16-18 X 3/4'HEX HEAD _ _ WELDED TO 1-1/2'X 1-1/2'X 14 GA ANGLE -- A---J (2) 1/4-20 X 5/8"BOLT&NUT F Z M.SCREWS&NUTS. FASTENED TO TRACK - -- TOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS -- HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" 0 (STANDARD) _ d N TOP BRACKET (OPTIONAL) VERTICAL TRACK 8 p LOW HEADROOM DOOR 14 GA GALV. STEEL TRACK 2-1/8'X 1'X .080' VVV p pi III HORIZONTAL REINFORCEMENT SECTION A—A CFO& o o= 1/2"X 1-3/4"X-.059 FORMED STEEL 2"X 5-1/2"X AD4" O d p p GJ GLUED TO PANEL AND FASTENED TO GALV.STEEL O 8 r a °p VERTICAL STILES WITH FASTENED W/(4)/ 74 X 5 8'S.M.S. it g N a (2) 3/16'POP RIVETS TOPP ROLLER FOR Q w W g LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Z O HORIZONTAL REINFORCEMENT HEIGHT 1 ST 2ND 3RD 4TH 5TH B1 82 83 B4 B5 86 87 88 y=M v 1/2"X 7-3/4"X.059"FORMED STEEL 6'-0" 18`18' 18' 18"N/A 1"TO 2"71-3/4" 23" 34" 45" 56" 67" - w m GLUED TO PANEL AND FASTENED TO 0 VERTICAL STILES WITH 6'-6" 21°16" 18 21"N/A 1°TO 2"77-3/4 23" 34" 45' 56" 67" - (2) 3/16"POP RIVETS 7'-0" 21"21 21"21'N/A 1°TO 2-111-3/4- 23" 34" 45" 56° 57' - c( 5/16'MEETING RIB 7'-6' 18" 18' 18"18° 18"1"TO 2"11-3/4" 23" 34' 45' 56" 87" 78-1/4' i 8'-0" 21'18" 18' 18' 21"I"TO 2"11-3/4" 23" 34" 45' S6" 67' 78-1/4' a —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM n _ 1.82'DIP, X .50"ROLLERS ��- 0= _ O. W/.44 DIA X 4-1/4"STEM =1W FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' D.C. 0 U ® U x O C M y z Q /ROUDC f YEVmv C7 T M o OPTIONAL INSULATIONS: a0� m 1.9"X 2.19'X 3.3"X .090" r�W �de ' 0 a LL BY DYPL ar PRO ICTS I r' STEEL TRACK BRACKET'S bu/iing Cade l'j-10 I •l3 Cal a r ISG-25 POLY-ISOCYANURATE AtCtQIMR NO Ul m ° S2 DENSITY 2.0 PCF m 2-3/16'RICH 6 yy"O41•� tt Z 0 0011, o N w N.OA /16-1108.04 CONNECTED TO TRACK WITH I Q V O, o= OR ) 1/4'BOLTS&NUTS. Z w BY'CFILOFOAM NORTH AMERICA' '$ atl Gaet�ll OF p DENSITY- 1,03 PCF a N.OA #15-1203.04 ((r) OR mm BY'INSULFOAM LLC' Q N o DENSITY 0.92 PCF N.OA }17-0221.06 am O 14 GA GALV. STEEL z ROLLER HINGES FASTENED m W/(4) {14 X 5/8"SMS m pp o MIN. .024'ROLL FORMED STEEL PANE ;2 DRAWING QUALITY G-40 MIN.YIELD STRENGTH - 34 KSI 5 H WITH PRIMER AND BAKED-ON TRACK CONFIGURATION POLYSTER PAINTED TOP COAT g m . APPLIED TO BOTH SIDES OF STEEL N W r r n m n o •• :R'IC'E .I FT • HIGH LIFE STANDARD LIFT LOW HEADROOM o o a 2 S w d ro • • • • • r ` •11 •• DOUBLE TRACK u a _ • • •• • • 0:1 TRACK OPTIONS 0 • •• • • • • ••• • V11717TIAAII��T//� 12 G0. GALV. STEEL • • • • • • • • • \VV wT ///i BOTTOM BRACKET FASSMS •• ••• •• • `` •••• //'�' o I W/(4) /14 X 5/8"SMS • • rr•• `` '�•' / o O BOTTOM SEAL OPTIONS • • • • • SEE SHEET 4 • • • • • • • • ®.'� • • •• • • • '• • • ®�'•, ST OF !t✓�� drawing no. • • •• . .ft DP,.•' e�: SECTION A-A 3 of 5 ••• • • • • ••• • • •• •• • • • •• •• 3 4' REINFORCEMENT (� m IN. 1/2"X 1-3/4'X,058" o E '8 X 1' FORMED STEEL o QST. SELF DRILLING SCREWS /8 X 1' �V 1 i 1-1/2'MIN. _ OR ^� I E DIST. o I m 3/16" 'RIVER' STEEL RIVETS DRILLING SCREWS Z ETS OO o MULTIGRIP W/DOME HEAD 3/16''RIVER' STEEL RIVETS C AT 48"O.C. MULTII RP W/DOME HEAD r I AT 4B'O.C. Q d REINFORCEMENT 1/2'X 1-3/4°X .058" CIO O 1/4'DLl LAG SCREWS 1/4'DIA. LAC SCREWS FORMED STEEL O O µNI W000 BU AT 6'FROM ENDS WOOD AT 6"FROM ENDS G? 1 AND 19"O.C. MAX. I 1 AND 19°O.C. MAX. N h 1 1 W'STRIP ADAPTER C ALUMINUM SLIP ADAPTER C S Q i g,,�c RUBBER W'STRIPPING RUBBER W'STRIPPING ¢Z J�J Q W z LL N pN:o �5 .534 .700 040 3 C7 ID J .224 llS1L�55 2222Jfff 348 Q —{ 1.750-moi 1.790—d pRppUCf REVS O a rn•Wylq wilt,rhe Fk44 BOTTOM SEAL OPTIONS WMIepCok Acceptuce NVe T-0 I OPTION 'A' OPTION 'B' E>gn•e.D k 2 1 n WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVTTY SG-0.55 MIN.) "3WlPF4dftc4 camel o n THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN CW7y n WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE C FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING p<LL VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. at ,a 3/8-HLC SLEEVE BY HILTI CONC. 1-1 4 8' 1-5 8 E m c 3 8'HLC SLEEVE BY HILTI' FILLED BLOCK 1-1 4" 4' 0 3 8'DYNABOLT BY'ITW' CONC. 1-1 2 e' 2" n O 3 0 STEEL STRUCTURE BY OTHERS 3/8-DYABOLT 81''IOW' FILLED BLOCK 1-1/2- F 0 8' 2-1 4 p Z r 5/18°X 1-5/8' 3/8 POWER--BOLT B7'POWERS' CONC. 2- LAG U 0 SCREWS MUST SUPPORT THE LOADS IMPOSED w p t g BY DOOR SYSTEM 3 8"SLEEVE-ALL BY'SIMPSONS' CONC. 1-1 2' 8" 1-7 8 U) N 0 m AT 12"0.0. CONCRETE f'c - 3000 PSI MIN. m C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. G 2 5/18"DIA BOLTS WOOD BUCK CONNECTION TO MASONRY rATIT1 WASHER MAX.NIT 0 \,� AT 12'O.C. AEDGE DGE DIST.PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I' o GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4' ULTRACON BY'ELCO'WITH SPACING OF I 3 16°O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED $ D 16'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4°MIN. EMBED 1 1-1 4"X 2-1/2"X 14 GA 2-1/2'MIN, EDGE DISTANCE / I 0 S E 1-1/2" 1-1/2" CONT. STEEL ANGLE 1-1/2' 9 e P 1/4°TAPPER BY'POWERS'WITH SPACING OF c r s 14'O.C. INTO GROUT FILLED BLOCK WALL.,WITH 1-1/2'MIN. EMBED 12 GA.GALV.STEEL u o 16'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1 16"X 2-1 2 FLAT BRACKETS 33'LONG 2-1/8"X 1°X 14 CA V K 3"MIN. EDGE DISTANCE / / GALv. STEEL TRACK &$ FILLET WELDS AT 12°O.C.IN DOOR OPNG. FASTENED TO TRACK PLATES AT 12'O.C. MAX. AT 18'O.C.ABOVE DOOR OPNG. W (2) 1 4-20X5 8'TRUSS HD. 3/8'CONFLEOC BY'ELCO'OR C TIED/ / 3/8'IDT BY'ffW'WITH SPACING OF CONNECTED TO CONI.ANCLE S 0 M.S.h LOCK NUT 24°O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN. EMBED W/(3)SPOT WELDS AT EACH SIDE u e 2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 2 TO WOOD BUCK TO STEEL •• ••• • • • (O•ONCR�AND FILLED RLOCK n $ 3/B'HLC SLEEVE BY'HILTI'WITH SPACING OF • • • • • � o 8"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4'MIN. EDGE DIST. • • •• • 0 o 18'O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN. EMBED AND • • ••• • ``1Y7\1I1 II11/fiJ'V 2-1/2°MIN. EDGE DISTANCE ALTERNATE TRa.�( IN tl A L? PREPARATION OF JAMBS BY OTHERAs! :� o FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED -' I Dm s _ bl�BY DOOR FOR DOOORSRt"EPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF ••• ••• • • • • � •�_' � $ � `u RECORD, DOOR INSTAL.ATION MAY BE REVIEWED AND APPROVED BY • • • •• • • • • • • • �'� • • • • mz BUILDING OFFICIAL UPON INSPECTION. ••• • • •• • • • • %�0 OF drawing no. • • • '. ''•.... 01-09 •I 9 233.3 Lbs per Ft. MAXIMUM INMAXIMUM TERIOR(-)LOAD PER JAMB (IOR(+)LOAD PER JAMB 99.33' X 60 PSF)/2 79.9 Lbs per Ft. • • •• • ••• • '�Ai��/®SAL� �\`` O I O J rrf1I II 10 .heet 4 of cj 1 ••• • • • • ••• • • 500 F--F.250 * PLASTIC COMPLIES WITH I m p DOOR PANEL CHAPTER 26 OF FBC 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE 0 0 q n QwQ K 1.725 a 1.765 g6 7/16'DIA. WASHER O IJy L^ 1.144 a 7(411 0#8 X 3/4'SMS 21 3/4' ��yy oO Z m t i 1 AO 3/8'FROM ENDS MAX. .176 .800 Z 6 O O g O t1 III! 1 j AND 7'O.C.MAX. WON. WIDTH o 111 1 * EXTERIOR FRAME * INTERIOR FRAME j i I I18 i/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 1�u N (4) #8 X 3/4'sMs •y x p IJgX, DQLLW y_ I Ij It �.` FROM ENDS 3e \ MAX. T= AND 8-1/2'O.C. MAX. If iji! L IIII 175 X.062 DEEP J. I GROOVE JE� N 0 IIII 0 V � ill! 1/4'POLYCARBONATE LEIM [] C M V LJ M x I I BY'SABIC INNOVATIVE PLASTICS' ED m MM OT Q LL " :i!i NOA#15-0915.08 0_ 0 c L x o w Q O rn n c illi O G a n !i U O Z !ill N ut o g m° om ills j % !`RODOC7 yiN� t, I j l i 175 X .062 DEEP YmOh CoMrr nn i C GROOVE AcftV4& No r7^�OIP' $m ` i _ C>MIn11M dtr O o g p��'a y o i ^i (4) #8 X 3/4'SMS INSIDE ELEVATION YreAn m p1=C 0 1-3/b'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS AND d o c A6-1/2'O.C. MAX O •o z rc z #8 WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION I C O I O 3/8 FROM 3/4'SMS FROM I- E GROOVE DEEP f f AND 4-1/2'O.C. ••• ••• • • • • • •• �... > 10 #8 X 3/4'SMS _ • • •• • • • • • J O 3/8'FROM ENDS -AND 7'O.C. MAX. --- •• • •• NgF i Q a 7/16'D0.WASHER �� ------- _ .70592 - , • • • = sY :�7_ � o � DOOR PANEL •EITERl(:2 • • • • • • ••• y 24 GA (.024) STEEL MIN. • • • • • • • • • TE OF drowing9 no. DOOR PANEL 1MIN. D. OPG.• •• • • • • • • o �� 24 G4 (.024)STEEL MIN. GLAZING BRE • • • • • • • �i�•' OR10P.•',�'�� _ WINDOW WIDTH • •• • ••• • ��!r��OAIA��•�•` O 1 O9 rT111111N sheet 5 of 5 I