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HomeMy WebLinkAboutSUBMITTED PAPERSR: �*,DATE: � � PERMIT NUMBER: V � PLANNING & DEVELOPMENT SERVICES DEPARTMENT ®` f BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue " Fort Pierce, FL 34982 SCANNED (772) 462-1553. BY APPLICATION FOR REPLACEMENT OF St. Lucie COunty WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS � 1. LOCATION/SITE ADDRESS: G 1 7 �`�'iL� (IL bop - 1�i 2. PARCEL ID NUMBER: 312 1 EOP - a) % �( -0(V ':? 3. DESCRIPTION OF PRO ECT OR WORK ACTIVITY: Pilo bobr—s -1 ') 4. TYPE OF STRUCTURE: SIR MOBILE HOME OTHER 5. OWNERSINFORMATION6. CONTRACTOR'S /I�NFFORMATION Name: FL Reg/Cert #: Address: ddj County Cert #: q n City: L State: FL Business Name: .� Phon(�7 Zip: Z e: 5-5�3� Phone Number: �1Z - � ° `� I ( 6 b Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 130 mph 140 mph nI W' kylights osure;B 'Exposure' Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ 73 1 ( 5S- FEES DUE: RECEIPT: C[ -( / OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct a t all work will be done in compliance with all applicable laws regulating construction and zoning. -1-17 PRINT QUALIFIERS/OWNERS NAME STATE OF FLORIDA, COUNTY OF orrtr,C' Q. ACKNOWLEDGED BEFORE ME THIS 6DAYOF 20_, HAS PRODUCED S IDENTIFICATI N. S ATURE OF NOTARY TITLE: NOTARY PUBLIC OF TYPE OR PRINT NAME COMMISSION NUMBER IS PERSONALLY KNOWN TO ME OR WHO Notary Public State of Florida Karl M Riccaboni My Commission EE 174164 Expires 05/2812016 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ST. LUCIE COUNTY Vinyl Siding 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 [] Attach 2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ............................................ Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through, Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 : JOSIr»ti E. SMI-rkir uirk:km u."- ami t;i2S4V4'L' 4+VVA%4 - 0ts.eav'+' AJVI-&+a ,....,a.�.. PITA #(: 3874SIS OR BOOK 3557 PAGB 1510, Recorded 09/10/2013 at 03:47 .&0 Permit No. � State of Florida Countyof St Wele NOTICE OF COMMENCEMENT 1 Tax Folio No.��-Z"�/� _ The undersigned hereby elves notice that imprvvam"t willbe made to certain reel property, and In s ecordance with Chapter 723, Florida WtnteS, the fvltW+inginfornada:• Isprovided In this Natite oT Comtnentement. tegalllesttlpdonofpro {andstneetoddresstfavaaahle): �� Gtneral description of lmprovtllt "t: )& O C js 2� ck 1 t Name Address Interastin or WWO Informoom if the Lfflum contracted fof the Impmvamb*. simple caritteuarstame LowC!: CentractorAddrosr 9u%Nev C �rr1'� ° /u d NfL. r`�4uypgphane bar,d. QM- W C D Sur*W {tfappllrable, o copyof the payment bond Is attoched): Amountof hand: $ _ Narncacid address: _ phoo0number. � LerderName:__ _ hone Number_ LendViAddresst Permmwkhhffhe$uteaFFlorida designated try0wnerupcnwhomtiotkeser other detamant$ may bewWd os provided by54W- g}W11)1a)'/, Florlde Statutes: Name: Phone Number. Addrvcs: Inaddiiontohlrmpilorherself, owner designaws of - - torecciveaCopy ofthe Uenues Notice as previded in Secttpn (i) (b), Florida Statutes. Phone number of person or entity designated by owreh. Expiration dal9 of notice of coirttnencement: (the explratlon data may not by before the Completion of constroalon and final payment to the contractor, but wnlheiyearfrom the dateofrecardingunlessadifferent date IsspEdfkd) -- - WARNIN6700WNERt ANY PAYMENTS MADE DTTHE OWNER AFM911-It EXpIM71ON OFTN£ NOTICE OFCOMMENCEMWr ARE CONSIDERED IMPROPER pAYMENTSUNUER CHAPTER 113,PART 1, S=ON 7W3, FLORIDA STATUTES, AND CAN R£SUIT INYOUR PAYING TWCE FOR IMPR0VZMENTSTOYOUR PROPERTY. A W(MCE 0;COMMETI[EMTMOST BE R&ORDFP AND POSTED ON THE)ON = BEFORE TOE HUT NSPI:CITON• IFYOU INTEND TO OBTAIN FINANCING, CONSULT wiTHYOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECOAWNG YOUR NOME OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing rwilee of commencement and that the facts stated therein are true to the best of mybowledgeandkilv4- jipw6e of Owner or Leske,orowner'SorLe56Ces uthorlmdORTcer/olrector/Pednar/Manaear (SlRnatotlraTldc/Giflcal Theteregoittgin:trumentwasacknawledged before mIe this �n�dey aft:, , zU �, 9 -N- es.. s'S.aa�a.� _for Nameofperson TYPeofauthorityI&&of officer, trustee) PadyonbehalfofrYhomfnstmmentwasexaa>Pd Persapallykwwn,orproduced tdentHkatton (Signature of Notary 7��,p (Pdnt,Typk,orsta �/IfOT 60u IIc) Type ofldendticattonprodumd WMAW W,2i)11 11oa1et11N1�t fa121AbtaSYe%s r.- RECEIVED OCT 24 NW WTI OF FLORIDA ST. LUVE COUNTY THIS 1S�GERTirt'T E D, C09,11E�f U 0,1 1 elk ` r li I Z/Z d << SL 89LZ�022l1 8�i�66 *�Z-06-£60Z GUIJ'UO'GO 11:41 il l r«u4(166 (5 >> 5617996538 3zxbo �c sue© Ts s Florida Building Code Online a Page 1 of 2 Product Approval USER: Public User Product AnnrowL1 Menu > Product or Ap FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature I� tion Search > Anpiication List > Application Detail "FL8228=R5 Affirmation 2010 Approved Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Masonite International 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior DooiS �R Sw.irigin1 -'Extecior.Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 202 Year 2002 2002 2002 1994 1 affirrn 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 ; } Yeas s" No "` NIA Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval http://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3 T... 8/26/2013 Florida Building Code Online r,Page 2 of 2 , Date Approved of -Products 02/13/2012 FL # 11Model, Number or Name Description 8228.1 ' ' '- F'iberglassSide-Hinged Door Unit 6'-8"`Op6qu-6I/S and"0/S Single Door Limits of Use ~� `� Certification Agency -Certificate Approved for use in HVHZ: Yes FL8228 R5 C CAC NI006900 01 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +85.0/-85.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 R5 II FL0160Dx.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, does not Created by Independent Third Party: exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system required in HVHZ, but not required in FL8228 R5 AE 504A.odf the Wind Borne Debris Region. See DWG-MA-FLO160-07 for Created by Independent Third Party: Yes additional information. http://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDquftCwaMPtp3 T... 8/26/2013 SIDE -HINGED FIBERGLASS DOOR UNIT 6-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: SELF IGNITION TEMP ASTM 01929 752 'F > 650 -F RATE OF BURNING ASTM D635 0.56 IN/MIN SMOKE DENSITY ASTM 02843 53.47 TENSILE STRENGTH* ASTM D638 1 3.27 DIFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL: rccr SELF IGNITION TEMP ASTM DI929 740 'F > 650 'F RATE OF BURNING ASTM 5635 0.77 IN MIN SMOKE DENSITY ASTM D2843 1347 TENSILE STRENGTH • ASTM D638 -7.50% DIFF IIVL ILNILL �111!,NiIH At ILK WLAIHLKING 45007 500 HOURS XENON ARC METHOD 1 IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13 ®® ®® POO no -on 51NGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEEP DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 149" MAX. OVERALL FRAME WIDTH 21" MAX 36.375" MAX. - D.L.O. - PANEL WIDTH - 37.5" MAX. W/ASTRAGAL I FRAME WIDTH ® m rl � o � N as of O m on � � W Lla DOUBLE DOOR UNIT W/SIDELITES 18I1 IO NM{ CLetA'c6 *. Nldol�4ao_�ii F� 0 E3 E313 E3 rl LIJ o� ool�l SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELI S WITH SIDEUTE WITH SIDELITE DOUBLE DOOR UNIT WISIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONA MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• X 37.5 +85.0 -85.0 +85.0 -85.0 +19.0 -19.0 +7. -70.0 +70.0 -70.0 XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 +55.0 -50.5 OX or XO 75 +50.5 +55.04 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXO 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXXO 149 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.D +55.0 -50.5 - rngn uom mresnola ueslgn n SCALE: N.T.S. DWG. BY: SWS CHK. BY: KURT BALTHAZOR DRAWING NO.: FLORIDA P.E. DWG-MA-FL0160 #56533 SHEET 1 OF 3 E2 z 3" I 6"3 r 3" DETAIL 3.. I�3 3" — SEE DETAIL "c" 6" — — s" 6" —I II 3 — 0 B A 6" 6' 3" II�IIII 6„ 6" SEE DETAIL J 'F" #8 x 2-1/2" #10 x 2" #10 x 5/8" #8 x 2-1/2" #10 x 3114 O #10 x 5/8" #10 x 3/4" #10x2' FRAME / DOOR DETAIL "D" DETAIL "C" TYPICAL 1.375" f INSWIN � THRESHOLD 0.962"! - OUTSWING THRESHOLD —1 L— :•- w U a SEE DETAIL rn ..D" J w Ld ' 0! in 0 a G —I 3" 6" —I I— 6" mElardm 10 mm CmtNcatim No,: N i G o !� /Z / R61�wd By. #8 x 2-1/2" DateR:vi_ o/tea// ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL AS SHOWN. 0.124" ANNEALED DECORATIVE INSERT D.090" A (OPTIONAL) DOW 832 0.124"ANNEALED �D �- .0124' TEMP. EE DETAIL 1 DOW 1.75" 1.047" t HIGH DAM O/S THRESHOLD f #6 % 1-1/2 PHS 2 DOW 832 y12 .• DOW 832 ;. EXTERIO INTERIOR EXTERIOR , �,• INTERIOR TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL IMPACT RATED GLASS NON —IMPACT GLASS N.T.S. BY: SlWli BY: SHEET 2 OF SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE- MIN 2-5/8". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3 � �h r I c I 3" 6"3.. �•6" C c I Hill w 4 U a SEE DETAIL } "D" SHT. 2 7 w W o: O �(!' in I I I I I I` 6' 6"� I I I I i 0 W a o_ V) J Q — w W B I II II II _ II I 0 t � 3 11 E` r �• 3„ 6" 6' 1.50" MIN — MAX SHIM CL .wT• TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1.25 i' 0.25" MAx SHIM CL —I I- vT TYPICAL MASONRY ANCHOR INSTALLATION AddeldntoW MI Cer6fiabW.: NiGdL9on-,Z Reviewed By. DateReviewT— I/. Zug Cc — O 0 CU p J 0 O C'� J �1 0 C� w pQ z�2 ti LoU p 07 F— ¢ �W { 1 DATE: 1/5107 SCALE: N.T.S. DWG. BY: SWS CHH. BY: DRAWING NO.: DWG-MA-FLO160-07 sHEEr 3 OF 3 • Florida Building Code Online Page 1 of 1 Product Approval USER: Public User Product Approval Menu >.Product or Application Search > Application List > Application Detail FL # FL4_334-R6 Application Type t Affirmation Code Version 2010 r Application Status Approved Comments Archived __ Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Masonite International 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com :EXterlor Doors Swinging Exterior Door Assemblies--, Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 7 f affirm that there are no changes in the new Florida BUildino Code which affect my prodtict(s) and my product(s) are in compliance with the new Florida BUiidinr.) Code.. Documentation from approved Evaluation or Validation Entity , Yes �"' No N/A Product Approval Method Date Submitted Date Validated Method 1 Option A 02/06/2012 02/06/2012 http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPu... 9/3/2013 • Florida Building Code Online Page 1 of 1 _........._....--.._.._.._._.._.__......_................_............................_..._....._................... _....................... _... _...... ........ 4334 7 F_ibgrgIass Side-hinged-Door"Units`= Impact Rated---- —' __.........._.....................__.............._.._._....._.._._....._. ---.............__..__........_...__...._.._..._................._..........._..._..__.., 8'=0"-Glazed'I/S and'O/S Door w/•or-w/o Sidelites_._ ___ti Limits of Use l "` Certification Agency Certificate ------ Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0123.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evaluation Reports the design pressures listed. 12'-0" x 8'-0" max nominal size. FL4334 R6 AE 501A.adf Hurricane protective system Is NOT required. See anchor detail Created by Independent Third Party: Yes DWG-MA-FLO123-05 for additional Information. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPu... 9/3/2013 f ti DO HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT -I 8'-0" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES o =� O GENERAL NOTES W _ 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO � U THE FLORIDA BUILDING CODE AND WHERE PRESSURE 0) REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM N CO Li.l cn DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, Q DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). _ \I 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: o o a i TEST DESCRIPTION DESIGNATION RESULT a $ } 4 z o m w 0 O m W vVv� F w g a 1! • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 0 4500 HOURS XENON ARC METHOD 1 0 a a Adderdw1lo NMI 3 3 3 3 3 m DOUBLE DOOR UNIT W/SIDELITES m � N � lull, Rod, /VZ' S930 In fla'"by. - Date R. exe ; Z � w 05�0 x0CL ¢� ¢�.0u) U VIQ CA¢C7 Z 0 (y C7 W w w !>n 0 Z 0 0 0 W C]W ZJp • • • • 000&' r' �QIn NO N 7 N SINGLE DOOR UNIT DOUBLE DOOR UN R SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE 0 U m ¢ Z GATE: 2117105 ,� SCALE: N. T. S. DWG. BY: SWS CNK. BY: KURT BALTHAZOR oRnnvnNc NO.: FLORIDA P.E. OIYG-MA-FL0T23-05 • High Dom Threshold Design #56533 SHEET 1 or 3 SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN (C-1) SMOKE DENSTN ASTM D2843 53.4q TENSILE STRENGTH• ASTM Dfi38 3.29 DIFF TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS &GENERAL NOTES 2 ANCHORING LOCATIONS &DETAILS 3 ANCHORING LOCATIONS &DETAILS 149" MAX. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. 37.5" MAX. PANEL WIDTH W/ASTRAGAL FRAME WIDTH w U X w - O l() J w � O DESIGN PRESSURE RATING WATER PENETRATION TEST PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING- X 37.5 +50.0 -50.0 +50.0 -50.0 +19.0 -19.0 +40.0 -40.0 +50.0 -50.0 XX 74 +50.0 -50.0 +50.0 -50.0 +19.0 -19.0 +40.0 -40.0 +50.0 -50.0 OX or XO 75 +50.0 -50.0 +50.0 -50.0 +19.0 -19.0 +40.0 -40.0 +50.0 -50.0 OXO 112.5' +50.0 -50.0 +50.0 -50.0 +19.0 -19.0 +40.0 -40.0 +50.0 -50.0 OXXO 149 +50.0 -50.0 +50.0 -50.0 +19.0 -19.0 +40.0 -40.0 +50.0 -50.0 EE DE C. 6SEE DETAIL 6' 3.1 c 1" _! 4� 3" c 3, c I I 31 I I I I I I s 6" —1 j r s" 6 3•• I I I I _ W G a. J W W O W B IL 8 8 I I 6 6' I r• ��1+ 6" 3" 6, �-� I I 3„ I c 3I 3" 3" T-- J 6" SEE DETAIL 6 F.. #10 x 2" #8 x 2-1/2" #10 x 5/8" #10 x 1-3/4" #8 x 2-1/2" #10 x 2" #10 x 3/4" #10 x 5/8" DETAIL "C" TYP. DETAIL "D" 1 o.esz" I � 1.375" 1.75 I1.047" c7j T T T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD I I 3" 1 I V N M SEE DEV 'D" SEE DETAIL .D" #8 x 2-1/2" ASTRAGAL RETAINER BOLT HOLE DRILLED THROUGH GAL THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT"�MUST-BE FOR A 1.375" THROW STRIKE PLATE TO FRAME DETAIL "F" AS AS SHOWN. TRAGAL 0.124" ANNEALED DECORATIVE INSERT 0.090' SAFLEX IIIG (OPTIONAL) 0.124' ANNEALED _ _ .0124' TEMP. ALUMINUM OR BUM SPACER DOW 832— OR EQUAL EXTERIOR • . INTERICR TYPICAL GLAZING DETAIL IMPACT RATED GLASS #6 X 1-1/2' PHS DOW 832 Ackhxf ll1 to MmI DR EQUAL Ceew.�ap,�N,o.: / z/-RW 5'9.3a uIXO� Bl DATE: 2111105 SCALE: N.T.S. DWG. BY: SWS CHK. BY. DRAWING NO.: DWG—MA—FL0123-05 SHEET 2 OF 3 SEE DEAI "C" SHT. ri SEE DETAIL ..F.. SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. z•• J I— 6 3 I I a Ln r SEE DETi • % "D" SHT. i 3" 1.25" f MIN a •. S. MAX•• SHIM CL —I �— Mcyri TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. V MIN MAX SHIM CL .air. TYPICAL WOOD BUCK ANCHOR INSTALLATION 6' 3" J I— i^ 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1 /2" CENTERLINE. 10. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES. AddeedlmtoNAMI C liflca lb.: /Vr 5 9 �O Hmewemy; hate Reft'0 . DATE: 2/ 1 1 /05 SCALE: N.T.S. Dwo. BY: SWS CHK. BY: DWG-MA-FL0723-05 SHEET 3 OF 3