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RC-12-729Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177841 Scheduled Inspection Date: September 10, 2012 Inspector: Bruhn, Norman Owner: DINAR, SHOLMI & REBECCA Job Address: 10110 NE 4 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: JM GENERAL CONTRACTORS, INC Permit Number: RC -4 -12 -729 Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060135250 Phone: (754)235 -6136 Building Department Comments INTERIOR REMODEL, NEW BATHROOM AND WINDOWS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 172711. Provide door insp. NB September 07, 2012 For Inspections please call: (305)762 -4949 Page 23 of 35 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING /0/10 V& 0 JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3313, Folio/Parcel #: RECEPVED AUG 3 1 [ 2 FBC 20 Permit No. Master Permit No. ,LAC • 'L/ la- ROOFING Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 540//-1/ 4. ?'P4ecc ? ),A4,9 . Phone #: Address: /0 /10 /'E - • City: /Zi/9ti..4 / CAD4.6S State: �L Zip: 0.3/3 F Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Jf G �e / e COQ/ %r� /1 Phone #: 7 �? ,3/9 07.3 • Address: cf/(p, VW /049 cr City: X02.4/ 74 ...33/7 � State: Qualifier Name: / /e //?h02 0 . - %7ege 2 State Certification or Registration #: G6 /S0888 9 Contact Phone #: 74,0/9 P ?3 3 Email Address: DESIGNER: Architect/Engineer: ?4 Zip: 320 eP Phone #: 7cr /`1 ®7 3.3 C d Certificate of Competency #: A1/epndro_3' a2ene2 S. &,71rx.o -e.I. 1) Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition UAlteration UNew --// Description of Work: 7 f'71,auT .,$b $'Q? 4,7 affi, �/L "06i K ❑Demolition Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** d Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Double Fee $ Structural Review $ Training/Education Fee $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 COMMENCEMENT 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 COMMENCEMENT." 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 be ap roved and a reinspect' n fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this3 / day of 42/ ,.lal r , 20 /Z• , by 1 e4 �5 /.r>/112. • who is personally known to me or who has produced As identification and who did take an oath. NOTARY UBLIc 0 r f ifil/ll l Sign: Print: $'1/. g0 S ; t! 2107!2016 APPROVED BY 3 ..EE1.600 ..,,5. \0..,�' Signature r Contrac . r The foregoing instrument was acknowledged before me this day of5 , 201 Z., by,�i`�fl efriti, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: out mr%,` Sign: Print: i%4410Y. i J's My Commissicit Expieefitmission # '..EE160045..c,' &mak Plans Examiner Zoning Structural Review Clerk (Revised 5 /2/2012XRevised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09XRevised 7/10/2007) Miami Shores Village Building Department IECMEVic la APR 2 4 252 U BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 5121 ( n n' INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit NOC 2-129 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): -2C4 CCci Address: /0 1/0 A).6 ,4 City: M /F M / 1.5h©reS State: '1 Phone #: Zip: 33/33cP Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /ono ,AJ€ ' 4 ve City: Miami Shores County: Miami Dade Zip: 33/38 • Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: nnd M c1 ENE, L ct `�,1 '+-'`E (TT �S , J.-NC Phone #: 7696' /9 l-3 Address: 81 l�C' /vd tA-) 1 0 �, 't (1 City: C'ML , t- L Qualifier Name: State: A -L JA th ze P� _we 1J - L Zip: 3 3 e Phone #: c' 31 ei o - 3 , State Certification or Registration #: 15 0 3( e3 Certificate of Competency #: Contact Phone #: C j 1 4 3-466 Email Address: J1 -v2 J4 j . (,1 kzt -tG'< t . e"' 4 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ // - Square/Linear Footage of Work: ® 6sc- Type of Work: Addition gAlteration ❑New ORepair/Replace ODemolition Description of Work: .l%e-A,O/L �� �� ,J. 'O e ........ .....m ..................m..... Fees ********** * * * * * * *** * * ** * * **. *** * * *** * * *** * O Submittal Fee $ Permit Fee $ 3'j7 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 COMMENCEMENT 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 COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. jn the absence of such posted notice, the inspection will n`be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me Misr.? V day o 20%1 , by who is personally known to me or who has produced \\A Nk4Ignhifii?,sion and who did take an oath. Orfig0 L r 021071100. .,EE160i'5.' NOTARY PURL Sign: Print: My Commission E APPROVED BY The foregoing instrument was acknowledged before me this4 day of , 20/2.., by who is pers to me or who has produced as iden(ifi NOTARY Pule aRA Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Sign: Print: My Commission ii !clt$,,vho did take an oath. ic9t7s es 1 •�' 016 . •OF F1.�r��• Zoning Clerk 51412 -11,-10& Permit No: 12 -729 Job Name: April 30, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) Provide all permit applications prior to any further review. 2) Provide product approvals for all new /altered windows. 3) The wind Toad design criterion is incorrect. ASCE 7 -10 is correct. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Miami Shores Viiiage Building Department RECEIPT PERMIT #: X c /z 701. DATE: ' /p. /> a. 1, 11-IDf, c vide ae r 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 XContractor o Owner o Architect Picked up 2 sets of plans and (other) lhei-0Q3. (o ' .fc c,,.v Address: / From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 511e IR PERMIT CLERK INITIAL: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TiME Of RRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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. 111111111111 1 0111111111111111111111111111111 CFN 2012R030!614 OR Bk 28092 Ps 0727; (1Ds) RECORDED 04/313/2012 14:40:37 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: /01/0 it . 4» five - . ht reS r'1 33138 2. Description of improvement: 'Re/74041/1U 3. Owner(s) name and address: cc Q • 1 ®liO Aia a It ha, , . e 1. 33 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. C KtcToc 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 331 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as providedby. Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number. • S c:s'aTE OF FLORID',, COUNTY OF DACE 3� r, ,�i;'.1" ; • E;! ar, B. In addition to himself, Owners :designates the following persorl* 713.13(1)(b), Florida Statutes. Name, address and phone number. W'iTNESS my hand and Official So. 9. Expiration date of this Notice of Commencement as pro RVEY UVb CLERIC of Cfroilt °' county Courts (the expiration date Is 1 year from the date of rexxxding unless a different date is spedfted) WARNING TO MINIM 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, Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this off, day of Qrt By 'C,6ec4 . )/, a r Individually, or Cy as • for O Personally known, or O produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) YERIFlCATION PURSUANT TO SECTION 82.525, FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. • tll 1 1 1 1 1 lr/ es ,'/i '0 • • 201 "2 Cam fission # E 160045•: \�Q- OFF $ Signature(s) By 12..6152 PACE3 SF1O s) or Own • 's Authorized Officer/Director/Partner/Man g- W • si ed abov By BUILDING INFORMATION Nominal Word Velocity (mph) Eti:Erzravatia. :jaw Bala.. = Width w Roof EMdZo s Ultimate a 50.0 a 9.60 RECEIVED MAY 10 2012 associates WINDLOADCALC.awn Address JOB INFORMATION Mar Residence 10110 NE 4th AVOWS Mbmd Shams Company Job Number Ramer Add associates, Inc 0151-dinar Victor J. Boma TOPOGRAPHIC FACTOR UM shape H. (Da Lk 00 Flat -NoB81 0.0 0.0 0.0 w 00 0.0 WIND LOAD DESIGN INFORMATION APPLYING WAND LOAD FOR Door 101 ZONE 4 OPENING ELEVATION WIDTH 3 2.8 LENGTH 6.7 EFFECTIVE WIND AREA (R) 19 Ultimate WWI Load Presumes MAXIMUM POSITIVE PRESSURE (psi) 54.3 MAXIMUM NEGATIVE PRESSURE (psi) -60.0 NOA Approval Nmnber Max: Pressure PerNOA Menu ModelNmWrer TBD TBD TBD TBD Door 102 Door 103 5 4 3 3 8.0 3.0 7.0 6.7 56 20 49.6 54.1 -64.9 -59.8 TBD TBD TBD TBD TBD TBD TBD TBD O www.windbedwic.00m 4/13/2012 Pagel MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston - Salem, N.C. 27105 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.miamidade.eov/balldinecode SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Model 1200/Heritage 3000 Short Panel, Long Panel and Flush Panel. APPROVAL DOCUMENT: Drawing No. JRC-1209-189-21-I, Sheets 1 through 2 of 2, titled "Model 1200 Heritage 3000 Short Panel, Long Panel, and Flush Panel ", dated 05/08/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. Bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA_ Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07-0706.05 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 Page 1 t a r' /�^ '° i i S- V., Amarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. IRC -1209- 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 1200 Heritage 3000 Short Panel, Long Panel, and Flush Panel ", dated 05/08/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. B. TESTS: 1. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01 -07, dated 06/06/07, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by ETC Laboratories, Report # ETC -03- 816 - 13287.1, dated 07/15/03, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., Project 01 -040, dated 06/14/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 06 /14/07, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 06/12/07, signed by Danny Joyner, Applications Engineering Manager. E. MATERIAL CERTIFICATION: 1. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T707, dated 05/30/07, signed and sealed by Candido F. Font, P.E. E -1 ell, /67 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0706.05 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +256.5 LBS/FT & —303.8 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED. MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED. G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8° R —TRUSS PER SECTION AND (1) 2 200A STRUT ON THE BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 014 PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE MTH THE PROCEDURES DESCRIBED IN ASTM E330 -02, ASCE 7 -02. AND FLA.. BUILDING COX PROTOCALS TAS 201, 202, 203 WIND LOAD DESIGN CRITERIA. 9. THIS APPROVAL REWIRES THE MANUFACTURER TO DO TESTING OF AU. COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32.000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. TABLE 1 DESIGN LOADS +256.5 LBS/FT —303.8 LBS/FT INTERIOR OF GARAGE MAX. WIDTH 910' IluIitnJI SEE NOTE 2 13 GA FLAG BRACKET ATTACNCD TO Vamp JANE W )3) 5/16 CIA. II 1318' LAG BOLTS AND TO TRACK V/ )4) 114 " -EG x S/8 TRACK SPLICE BOLTS AND MRS zr�r.:rz-x A I spu E TRACKS AT DOS LOCATION sag '104.0 o TRACK t SPICE e N.TS : 1.-5/8` S , 1) 6/16" DA. ■ 1 -5/6' LAO BOLT ATTACHED TO AIM AT EA. JAMB BRACKET )SPLICE) THROUGH TABLE 2 DOOR HEIGHT 7' 8' 9' 10' 11' 12' 13' 14' 12 OA. GALV. STEO. ATTACHED 8/ (1) (1) 1/4' -20 x s/■' TRACK SAUCE 20.1 a MR SEE RATE 2) am PAGE 2 FOR JAKE BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP 10 14' TALL DOORS TRACK ATTACHMENT 0IU0 D ©00 ©00©M©© ®®®QiLA 56 66° ijimumilm.lush ®1121® 38" 0LA 68" ®®® ©® ® ®tO©----- ®I®® 46" ® 68" L51E51 100" 110" L E EA 46" Ea 68" ®1.3 100" ® ®EMPI_ SPLICE S 78" 88" 100" 112" 124" 138" 148" 160" Approval as oomaplylpg who the Florida .;. Date Divis MAX SIZE s' x 14' , DESIGN LOADS +57.0 PSF -67.5 PSF LARGE TMISSLE IMPAC RESISTANCE MODEL 1200 HERITAGE 3000 Short Panel, Long Panel, and Flash Panel SE (13118r BG ME 01/16 Bomarsumosimp M E E K D31AS L MOW PE IN Nn 0 9 OWT 2 OF 2 RUNG LUIGI IRC -1209- 189 -21 -I 13 GA GALV. CD9ERCIAL BRACKE ATTACHED E V/(4) 1/4' x 3/4' HEX I� SET (H) 3 5/8' X 22 GA R TRUSS ATTACHED V/ 09 1/4' X 3/4' HD( HEAD SCREVS PER STILE TYPICAL TOP FIXTURES N.T.S. 2' 10 BALL STEEL R®.LER 1//9' STEM AND 0) 7/16' FOR M ERETAINER S 3 9/e' 22GA. R-TRUSS ATTACHED V/ Q) 1/4• x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE PHA DURASAFE CENTER ATTACHED Vim/ (4) 1/4 HEAD SCREWS TYPICAL BURASAFE CENTER HINGE, N. S. 5/36' x 1 5/8' RAG SCREW (1) PER JAMB BRACKET 3M1 INSIDE ELEVATION N.,.2. w 2-1/2' x 3-3/2' DOA BACKER PLATE AT EACH INTERMEDIATE ADM HINGE n.WEAL BY INSTALLER) (D 1/4-20 x 3/8'DUICK SPLICE MILT AND 32*028ETT 5/8'H X 22 GA, 03 5/B' R -TRUSS) 1RIKXK 1}X0003' TRACK MOUNTING DETAIL ALTA. 2' 10 BALI. STEEL PIDJ.ER 11/9' STEN ARM (1) RETAINER USED FOR THREADED SHAFTS PER 80.1.22 ROLLER C ATTACHED TO 2-TRUSS HEX HE SCR81 V/ 1/4' CARRIR 3 B/8' 226A R-TRUSS ATTACHED V/ (4) 3/4' x 3/4' NIX READ SCREWS 14 GA. DURAS■F'E END Ftl14GE ATTACHED HD( HEAD SCRE112 24 GA NIN EXTERIOR SKIT s/ G-40 0JLL.VANtZATIOI4 ADD FAKED ON Pal-TESTER FINISH ROLLER CARRIERS ATTACHED ID END STILE V/ (4) U4' x 3/4' ICI READ SCREWS PER CARRBE R SLIDE LEEK D10*065 INFO VERTICAL TRACK Efi BOTH SUES 8/1P DIN ENGAGF9ERT COMMA TO SFBC 3603 -2. (SAP LATCH, CR LUCK BAR 3/ OPTIONAL) 02) 1/4' x SCREWS TYPICAL BURASAFE END HINGE C) 8' 20M STRUT ATTACHED V/ K2) 1/4' X 3/4' HEX HEAD AT DM AND CENTER STILE 2' 10 BALL STEEL M UER 11/9' STEM AND (0 RETAINER USED THREADED SHAFTS PER ROLLER 20 GA. GAIN. STEEL. DID STILE TTACNED 111121 (2) 26 x 1-1/4' SCREWS 03 1400 D*RASAFE ROLLER CARRIER ATTADED 711 R -TRUSS HEX HEAD 4SCjEVS ECM, YER11CAL JAMB 2X8 DERN YELLOW 824E (NCH 2 OR BETTER) TYPICAL BDTT42I BRACKET N.T.S. • a„ed84 cord with the iw +d XId N Q 1ttvel n•JQ9 Di•:r.;ay ri BOTTOM BRACKET 14 (24 ATTACHED V/CA 3/4' X 3/4' HEX HEAD SIRENS WOOD JAMB ATTACHMENT TO STRUCTURE 2 x 3 L AMP A7►A011031 t0 MOO FROM NHAWONFY 3/18' X S LAO SORBS STAR163 r FR0R1 3408 (NEN 24' 60 (1 1 /4' 321002+21) 2 x A YIRTICM 00x9 ATACMx■T 10 2000 PSI t2 4221F HOLY KM BOLT 3/8' X 4' MARINO 9• *202 ENO THEN 24' 0.6 (21/2' 6 011) HL7( 2128 200101 3/15' x 2-3/4' 87A2Mp r FAON ow THEN 28' oz. (1 1/4' I11R REDMD (RU -enq 3/r x 4. 37*3040 e- m2N 026 DEN 24• as (2 21 A 271731 04 ATTANAx7R TA 22 a� HO617* SSLLLR3EW ANCHOR 3/8' x 2-3/4' STARTR 0 6' FROM MOS 303616 O.C. O 1/4' fA9flTOAB 264 1) 1/4' C 2 C (1 AMPS ROI 1 .� PARS Of SAGS MQpt CHUB MI OE p�pgTO PROVDC A FLUSH 440011010 SWAM ANCHOR F X2-3/4' 13 GA CIPOODEIAL FIXTURE ATTACHED V /(4) 1/4' x 3/4' HEX HEAD SCREWS AT EACH l7M STILE ADJUSTABLE SLIDE BRACKET ATTACHES 11a2) 1/4' x 1/2' 36.7 AND NUTS TOP SECT= 3 5/8'H x ee GA. 0*1.V. STEEL R -TRUSS ATTACHED IN CENTER BF SECTI04 V/ (2) 1/4' x 3/4` 1EX HEAD SCREWS AT EACH STILE, AND OR 114 BARK SqN MIDWAY BETWEEN HOK E AND ENDSTII.E CFC -FREE EXPANDED 1 L8 DENSITY E INSULATION 242.73, U.037 EXINGE 3 5/0'11 X 22 GA. GAIN, STEEL 2 -TRUSS ATTACHED (1) PER SECTION V/ (4) 1/4' x 3/4' HEX HEAD BREWS AT EACH ELM STILE, (2) AT THE HINGE LIU BACK +� AM IN 7- ,BETWEEN HINGE AND tl) 2' 20 GA ST*t*r@1 SECTION!'.: BOTTOM ATTACHEDRALYREF: V/ (9) 1/4' x3/4': HEX LEAD SCREWS,• undritratoEt SECTION A -A (SIDE VIEW) 14.7. . LEY I DFSCIPEOH IF MGM MAX SIf x44_ DESIGN LOADS +57.0 PSF -87.5 P5! LARGE taSSLE IMPACT RESISTANCE LAS CARYTA(3 COURT VINSiOPI -CALM. BP AIWA IAN 4140.1121:17.1 MODEL 1200 HERITAGE 9000 Short Panel, Long Panel, and Flush Panel SE WM ST 1E DAB NNW DRABS 81811 B age In sty Darr 05/48/01 IRC -1209- 18,4 -21-1 MEER DEMO L 901ERSIE PE ILL Ma MN 9EET 1 a 2 R. W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Vabico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorisation No. 9813 Rrorlurot .Erraluatrorl Report eport No,: Dare :. 'j-: J180.lJ FehruwT 23, 20. 172 Product Cate BM Sub Category Manufacturer Product Name Extador Doors Swinging Exterior Door Assemblies Piastre Inc. 5200 W. Century Blvd. Los Angeles, CA Phone 440.969.9773 Scope: Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements including the °High Velocity Hurricane Zone. 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 the "HVHZ° this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring Wind -tome Debris Protection this product comps with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets Missile Level "D" and Includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown far 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 15180.11 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations meet water infiltration requirements for "HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the inswing units shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL- 15180.11 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201, 202, 203-94 Testing Evaluation Lab.,lno. Lyndon F. Schmidt, P.E. GTLA 924W and 924W -1 TAS 201, 202, 203-94 CTLA Ramesh Patel, P.E. ETC 07- 209 - 19303.0 ASTM D2843 -99, ASTM ETC Laboratories Ben Meunier Smooth 1 Wood Grain /White Wood Grain Rustic I Mahogany Series N Fiberglass Door InswinnglOutswing -Impact" Product Evaluation report Issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 9N -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 the product or in any other entity Involved in the approval process of the product named herein. ETC 08 -209- 20609:0 ETC 06- 255 - 17412.0 ETC 05 -255 - 16776.0 2. Miaml -Dade NOA 10- 1209.01 3. Drawing No. No. FL- 15180.11 4. Calculations Anchoring ASTM D1929- 96(2001), ° D838-03 ASTM D2843 -99. 98 ASTM D1929 -. D638-03 ASTM E84— ASTM e26-S56172843-99, D635 -98, D 192- .. MatedesTosthui ene Premed by Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) ETC Laboratories Gurjnder Dhami ETC Laboratories ETC Laboratories Joe Doldan, P.E. Joe Doldan, P.E. Stoned & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 5. Quality A Certftee d7 pat on issued by National Accreditation and Management institute, certifying that Plastpro Inc. Is products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. •1647 . a Sheet 1 of 1 a• Lyndon F. Schmidt, P.E. FL PE No. 43409 2/24/2012 / L° t • 1 _ � e t•• } r• s •� plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Serbs. N Fiberglass Door INSWING / OUTSWING 'IMPACT' GENERAL NOTES 1. TM product has been evaluated and is in compliance wl h the 2010 Saida Bung Code (FBC) structural requiremenb Including the 'Nigh Velocity Hurricane Zone" jHVHZ(. 2. Product anchors shall be as cited and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. when used in the "HVHZ° fhb product complies with h section 1626 of the Florida ButIdlng Code and does not require an hnpact resistant covering. 4, when used in areas outside of the HVHF'requiring wind bome debris protection this product corrodes with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. Ttds product meets missile level 'V and includes Wind Zone4 as defined In ASTM E1996 and Section 1609.12.4 of the FRC. 5. For 2x stud fronting construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the detains of this drawing requte further engineering andysis by a licensed engineer or registered architect. 7. Ouiswtng configurations meet water Mallon requirements forma". 8. Inswing corrigurations do not meet the water infiltration requirements for the "NVHi mewl unfits shall be installed only In non - habitats areas a art habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to is less than 45 degrees. Harizontaiaass sections DAre 02/21/ 2 SCAM N.T.S on. em JK tear. emu [.FS seem re, R.-15180.11 STILE (COMP.) 1.22' O.ar 1.3r INTERIOR 0.91° — 1.22° LOCK BLOCK (2a LONG WOOD) STU RBNFORCFMEMT (WOOD) 35.75' MAX. DOOR PANE. WIDTH i g-JJ IIh._j 1 I tip SEE HARDWARE CHART EXTERIOR ONTAL STILE (COMP.) S11LE RSNFORCEMENT (WOOD) HARDWARE TAB18 ?AMMO= MODR MEW WOE: SRWMATa�SEi1ES DEADROL1; MATURE SERIES pato VAC $ W EXTERIOR / DOOR SKIN DETAIL WOVEN FIBERGLASS 1 S was 02/21/ 2 some N.T.S. awe dK 0 E 0 mac en LFS ma tta a FL- 15180.11 n a 1 00 0 p p0 PitY4OM O � o00 VIF1 N 00 0 m • EXTERIOR Aik SIownw IX ' 11.'u:'. Ank a tt torl wat atta I requirements egio 02 /21/12 srwa N.T.S. ■ owe. ®w dx Drat sn LFS mosso eel FL- 15180.11 sxenr A. av 7 a 0 M 11 MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS 4. 1110_41122211M J.— ••441111 • MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS 1 • . FRAIRANCRORING Masonry 2.X buck construction CONC.RME ANCHOR NO1ES: 1. Substitution of equal concrete ancham from a arm* supplier may have different edge &lance and center distance requirements. 2. Concrete anchor looatIons at the cornea may be adjusted to meta*" the min. edge distance to modelle**. Comets anchor locations noted as 'MAX ON mar must be cr4usted to maintain the min. edge distance 10 mortar loints. ackfittonal concrete anchors may be requ1red 10 ensure the 'MAX. ON C134TEle dmension are not exceeded. a Concrete anchor table: *15„.... ;i;:i:P...:211itk.-4:4',::: • M.rJONRrEDG s : : nw 1/4° 1-1/c 2-1/2 r MO VC 1-1/4" r c 102411MMEffia& MEM EMMA gl sios k gi 1 a aets 02/21/ 2 S ame N.T.S. 1)01 BYs tfie ase tart LFS DRAW= Fv-isiao.11 "Er or—Z. M. 4 NAME Mammy 1Xbudkcoostruc ion HINGE DETAIL MAMMA 11811AR12411MMIL CONCRETE ANCHOR NOTES; 1. Su6sfflutton of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the corners may be =listed to mink= the nth. edge distance to mortarjoints. Concrete anchor locations noted as WAX ON CENTER* must be adjusted to maintain the min. edge distance to mortarjoInIs, °dational comet® anchors may be required to ensure the "MAX. ON CEN7Er dimension are not exceeded. 3. Concrete anchor table: a 4 'I'I LL J INKS OW WO lJS DRUM NW F4- 15180.11 Mg 1/4' 14/4' 2.1/T r EI.CO 114" 1 -1/4" 1" 4° 11W 3/16" 1 -1/4" 24/3' 2.1/4" a 4 'I'I LL J INKS OW WO lJS DRUM NW F4- 15180.11 • BILL OF MATERIALS flal 1 DOOM= A 1X BUCK SG x= 0.55 WOOD B 2X BUCK SG as 0.55 WOOD C T/4' MAX. SHIM SPACE - D 1/4" X 2-3/4" ELCO OR OW CONCRETE SCREW STS E MASONRY - 3,192 PSI MIN, CONCRETE CONFORMING TO AO 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16° X 3-1/4' PFH ITW CONCRETE SCREW STEEL. H 1 /0 x 3-1/4' PFH ELCO OR 1W CONCRETE SCREW STEEL I 1/4" X 2-1/4" PFH TECO OR TW CONCRETE SCREW STEEL J 114" X 3-3/4" PFH ELCO OR TW CONCRETE SCREW STS K lin 2-1/2" P1f1 WOOD SCREW 9T®. L #8X2 -1/T PFH WOOD SCREW STEEL M #8 X 7' PFH WOOD SCREW 7 FORCE 5 WEATHER STRIPPING BY BJDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 d' X 4' BUTT HINGE STEE. 10 #9 X 1" PFH WOOD SCREW �- 11 #9 X 3/4" PFH WOOD SCREW STS 20 FINGER JOINTED PINE FRAME HEAD & HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEB- 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY DLP ALUMJWOOD 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP owe BY HOLM IND. PVC { INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - I 1 4.56" hh-- 2.3--- + -1+ -22 L 4 244. 213" --�i 1'1 l uct`,'Lv< 0 •.i iEhihiF mat 02/21/ 2 f N.T.S. .11c Om B* LFS Ufterat Nat a FL- 15180.1 T Nur ZerZ a R W Building Consultants, Inc. Consulting and Engineering Services for the Building industry P.O. Box 230 Valr co, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Authorization No. 9813 Product E l aivation Report R4)or1 No.; ILL - 15.1801 .Date: Februari- 23. •2012' Product Ca -, . . Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior Door Assemblies Plastpro Inc. 5208 W. Century Blvd. Los Angeles, CA Phone 440.919.9773 Smooth i Wood Grain 1 White Wood Grain Rustic 1 Mahogany Series N Fibergbss Door Outswing -"Impact Scope: Product Evaluation report issued by R W Building Consultants, inc. 8 Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 9N -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 Mandel interest In the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is In compliance with the 2010 Florida Building Code structural requirements including the "High Velocity Hurricane Zone'. 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 the "HVh1Z' this product complies with Section 1626 of the Ftolida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the RHVHZ" requiring Wind -borne Debris Protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 16180.1 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations meet water infiltration requirements for "HVHZ ". 8. See drawing FL- 15180.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No Test Standard TEL 07 -0223 -1 TAS 201,202,203 -94 TEL 01390365 TAS 201,202,203 -94 ETC 07- 209 - 19303.0 ASTM D2843 -99, ASTM D635 -98 ASTM D1929- 96(2001), ASTM D638 -03 ASTM 02843 -99, ASTM D635 -98 ASTM D1929- 96(2001), ASTM D638 -03 ASTM E84-05 ASTM G26-95, D2843 -99, D635 -98, D 1929 -06, D638 -03 Materials Testing HP Polypropylene Satiex Glass Interlayer by Solutie Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management institute, certifying that Plastpro inc. is manufacturing products within a quality assurance program that compiles wfih ISOIIEC 17020 and Guide 53. ETC 08- 209 - 20609.0 ETC 06 -255 - 17412.0 ETC 05- 255 - 16776.0 2. Miami -Dade NOA 10- 1209.01 09- 0127.13 3. Drawing No. No. FL- 15180.1 4. Calculations Anchoring Testing Laboratory Signed, by Testing Evaluation Lab.,Inc. Wendell Haney, P.E. Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. ETC Laboratories Ben Meunier ETC Laboratories GutjInder Dhami ETC Laboratories Joe Doldan, P.E. ETC Laboratories Jos Doldan, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. PF 1647 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 212412012 5/17/12 Florida Building Coda Online Business Professional BCIS Home Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge State & Fads Publications FBC Staff 8CI5 Site Nap Units Searle Product APProval Menu > Product or Application Search You Trey select values for any of the search criteria. Each criteria selected narrows the scope of your search. If you have the FL#, enter the FL# and the appropriate code version of the application and click search. If you are searching for the FL #, select the product manufacturer and the code version and click search. Please note that the default code version Is 2007 Florida Building Code which became effective March 1, 2009, In addition to selecting the appropriate code version, you roust also select one of ether FL #, manufacturer, application status or category to be able to search. Search Criteria Application Generate Output Code Version FL# Application Type ■ Product Manufacturer 1 Category I Subcategory Application Status '; Compliance Method Iquality Assurance Entity Contract Expired Product I Product Model, Number or Name I Product Description I Approved for use in HVHZ { Approved for use outside HVHZ Impact Resistant Design Pressure Other HTML Crystal Report 2010' FL 15180.1 (Application: # ## ## or Product: # # #a#. #) (Select M) (Select Al) (Select A9) (Select AP,* (Select A9) (Select Ali) (Select All) (Select A11)'* (Select All).* N/A Contact US :: 1940 North Monroe Street. Tallahassee FL 2399 Phone' 850 -457 -1924 The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Florida, :: Privacy Statement :: AaeesihlIIty Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not vent your e-mail address released In response to a public-records request, do not send electronic mail to this entity. Instead, contact the affke by phone or by traditional mall. If you have any questions regarding DBPR's ADA web act:edibilty, please conned our Web Master at webmastenttelbor.statedLua. Product Approval Addepts: �. "' = wrwne ►.floridabuilding,org/pr /pr_app srch.aspx 1,1 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door OUTSW1NG "IMPACT" GENERAL NOTES 1. This product hos been evaluated and b In comptance with the 2010 Florida Bukling Code (MCI structurd requirements including the "HO Velocliy Hurricane Zone" (1-Min. 2. Product anchors shall be as listed and spaced as shown an details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3, When used in the 'HVHZ" this product conies with section 1626 of the Florida Building Code and does not require an Impact resistant covering. • When used in mob outside Of the WITIZ" requg wind borne debris protection this product compass with Section 1609.1.2 of the 2010 FBC and does not require an Impact resistant covering. This product meets missile level "rf and includes Wind Zone 4 as defined in ASTM E1994 and Section 1609.12.4 of the FBC. 5. For 2x stud framing construction. anchoring of these Limits shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering 'analysis by a licensed engineer or registered archtect. 7. Outswtng configurations meet water Infittration requirements for 'WM". TAKEO? OOMENTS SKIM DE=1,110N 2 Typical elevation, design pressures, & amen' notes Poor actned &Ws and glazing detail 3 Hotizontal otos sections 4 5 6 Vertical cross sections Buck and tome anchoring - buck masonry conslnjd Frame anchoring -1X buck masonry condo:Bon EMI of materials & oorr_Lorents 37.51T MAX. OVERALL FRAME wiDTH 1 �vUftAf± '.--7 '772 ..... voi• , )."; ,' .:...,i ,-, ,T r . 1#0$ ... 37.50" X 110.50* 20.50" X 62.63" Gi +50.0 -50.0 DA m 02/21/12 scats. T.S. EFA ..11C CH ny' LS WOKS NW - FL-151a0.1 1.77 Si1LE (COMP.) SEE REDEORCEMENT 1.19' 0.81° - F= -=1=i -127 INTERIOR (WOOD) LOCK BLOCK (V LONG WOOD) ()HORIZONTAL CROSS SECTION SE HARDWARE CHART 20.57 MA ( D.L.O. WIDTH S1RUCHIRALSRICINE (DOW 99S1 NON TKLICTURALSEALANT STILE (COAL.) STILE ENFORCEMENT (WOOD) El- 5/8 GLASS BITE ERT. 1° OVERALL GLASS TM 1/8 ANNEALED GLASS OA90"PYBINTERIAYER SAKE SY SOLUTIA 1/8° ANNEALED GLASS INERiog AtR SPACE 1/8''TEMPERED GLASS #7 -19 X 1.3/4° PPM SEP DRILLING SMS NON STRUCTURAL SEALANT 0 GLANNG DETAB. ALUMNUM SPACER WOVEN FIBERGLASS FIBERGLASS SKIN (111\ 1-RE FRAME 0.069'11-K. DOOR SKIN DETAIL VERTICAL CROSS SECTION Dos O2 /2t/ 2 taALEI N.T.S. DIM en JK arc ere LFS WAY= rau FL- 15180.1 ,: iiANtiBBOUNIt EIVBXE T LCCIC SWARMS SEM BOOM NONA1U I SEM (7S0) TAI YU gOorirON1011 mown ()HORIZONTAL CROSS SECTION SE HARDWARE CHART 20.57 MA ( D.L.O. WIDTH S1RUCHIRALSRICINE (DOW 99S1 NON TKLICTURALSEALANT STILE (COAL.) STILE ENFORCEMENT (WOOD) El- 5/8 GLASS BITE ERT. 1° OVERALL GLASS TM 1/8 ANNEALED GLASS OA90"PYBINTERIAYER SAKE SY SOLUTIA 1/8° ANNEALED GLASS INERiog AtR SPACE 1/8''TEMPERED GLASS #7 -19 X 1.3/4° PPM SEP DRILLING SMS NON STRUCTURAL SEALANT 0 GLANNG DETAB. ALUMNUM SPACER WOVEN FIBERGLASS FIBERGLASS SKIN (111\ 1-RE FRAME 0.069'11-K. DOOR SKIN DETAIL VERTICAL CROSS SECTION Dos O2 /2t/ 2 taALEI N.T.S. DIM en JK arc ere LFS WAY= rau FL- 15180.1 1 -1 /4° MIN. sole PP.) 4 .a vv 1 x INTERIOR o.� ONT EXTERIOR INTERIOR EXTERIOR 00 o 0 0 rimit ow, t . \ ,,,,,-i ' i •,..„\-Ns .,,,., 1.111 " " \ \ " ‘s ' ' «� Of D m HORIZONTAL CROSS MORON 3 Shown wnx sub -buck h INTERIOR EXTERIOR 1 -1/4° MIN. EMS.j1YP4 Jr C-SINK (1d NO '\' ,\\,.. rislin IF ,.. .., i pm co L Q ow) 1 3.� �a sac 02. 21 12 INTERIOR C)vomcm CROSS SECTION EXTERIOR INTERIOR Ark WY Shown w © ' :.. till• • X sub buck Ni JeI 1 1' 1 z ACM 02/21/ 2 SCAM N.T.S ow. orr JK ow. en LFS DROWNS N04 FL- 18180.1 sN¢er arL 1 1 N 0 N 4" MASONRY OPENING 2X BUCK TYP. HEAD & JAMBS ®a r e- 1HCK AtiCNOttlPt(3 ■ MAK MASONRY OPENING FRAME M030ftly Z(budc ccmth Cfian CONCRE7EAN HOR NO1ESs 1. Substitution of equal concrete anchors from a different suppfier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the COMM maybe adjusted to =Wen the min. edge distance to mortar joints. Concrete anchor locations noted as'MNC ON CENTER' must be adjusted to mahntatn the min. edge distance to tnartarjoInis, additional concrete anchors may be moulted to enswe the WAX. ON CENTEle dirnendon we not exceected. 3. Concrete anchor table: 901, :ASOW.:•'i '��¢��{ :rn 1i r. : ^v �i: gg����}}}}�� •5�.}.). �. ._ .. "'t.jj•�! ,- n.�L':! rk" iii.:.... �y, ♦� . �EfS+.7T ,••; 11W 1/4" 1 -1/4" 2 -1/r r ELCO 1/4" 1.1/4" 1" C fATCtt i DIADJOLTDITAtl. HINGE DAME Vials 01,./21/ 2 SCAB N.T.S. lam. JK asc en LFS DRAIN 01e4 FL- 18180.1 steed R wr,_ 1 1 1 .ar S I214AMB FMMBAN H0RiHG Masonry 1X buck conshuctton • /ONCEJAMl1 CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a differentsuppUer may have afferent edge dstance and center dtstance requirements. 2. Concrete anchor locations at the corers maybe adjusted to maintain the min. edge distance to mortar joints. Concrete anchorloca1Bpns noted as MAX: ON CENTER' must be adusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be requited to ensure The "MAX ON CENTER" cihnension are not exceeded. 3. Concrete anchor table: ! �2Yi�['': pp��;;pyyp�p .•. 4i7i1I t.'.`..•..�'..• ^y'�.�.^'y.�.'.�' ^_'i v ?iSi.:.TP.4.!I7A. '•EM !t.T'. .:. 1lfN�.1iT.N'\'XIF..'.Ri1i�.• :lair \.'.:::. �RHf.7.1lF.:Y�i'F..!1NiWWT9f. .:. MT.f'M1f1w ITIN 1/4' 1 -1/4' 2-1/? 3" ELCO 1/4" 1 -1/4" r 4' ITW 3/16" 1.1/4° 24/8" 2 -1/4' Nom& LA1Ol8 QEA9.W1YDEZA2 4 /11K4"1 III I ji1 i� 02/21/12 its, N.7 S. B JK set. erc LFS MOO Ms FL- 15160.1 But Of MATERIALS NMI DUCILPHON MAMMAL A 1XBUCKSG >0.55 WOOD B 2X BUM SG >0 0.55 WOOD C 1/4' MAX, SHIM SPACE D 1 /4'X 2414' PRi aCO OR 11W CONCRETE SCREW ST- E MASONRY -3,192 PSI MIN. CONCRETE CONFORMING TO AO 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16 X 3.114" PFH OW CONCRETE SCREW STS H 1/4' x 3-1/4' PFH 13.CO OR 11W CONCRETE SCREW STEEL 1/4' X 33/4' PFH aCO OR ITW CONCRETE SCREV/ STEEL .1 K #9 X 21/2° PFH WOOD SCREW STEEL L 88 X 31/2" PFH WOOD SCREW STEEL M #8 X T PFH WOOD SCREW STEEL. 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4'X4' BUTT HINGE 10 #9 X 1° PFH WOOD SCREW Sly 11 #9 X 3/6 PFH WOOD SCREW STS. 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WAD D 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEM 28 DEADBOLT STRIKE PLATE STEEL 29 OUISWING THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHff1 FOR CONSTRUCTION DETAILS - 11 I�ur 1 k j 22 -1 Lr r 4.56 244" VIII ,y CN L1411111$ WI I gi 1 2 aae 02/21/ 2 som a N.T.S. ma ay: JK am ee LFS MOM 164 FL- 15180.1 sir .2., or 2. ELECTRICAL' '''99' ' lL HRS /DERM