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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: • _? _: <� PERMIT NUMI, 1-N4`f-03q 0 S1 PLANNING & DEVELOPMENT SERVICES DEPARTMENT W. BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED (772) 462-1553 St. Lucie APPLICATION FOR REPLACEMENT OF County WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: , J D i d J r j i- f�)d Ln 2. PARCEL ID NUMBER: duo q ` Gy 6-Mo L -CM — [ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: Cha na of )U Cho cs, no s; ze.. Gh -1`11 ( �, �-T i� plecazi 4. TYPE OF STRUCTU FR MOBILE HOME OTHE Call W 5. OWNERS INFORMATION 6. CONTRACTOR'S INFOrIZiVIAi�hof4 27--t rrraii.comn Name: shcko PelkcsFL Reg/Cert #: C&CC)R3 [ Address: 8 County Cert #: 7_--) ) 3 ' City: . ` ilo-rce- State: IL Business Name: 1 �7 cac4egi _ I/ Zip: `I ,, Phone: i%a —qUo -%O? Phone Number: S-10 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 1130 mph 1140 mph Windows & Skylights Exposure B )L �n� �l J' `� `� Y� Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) 7 a� B- Size C- Size 7. VALUE OF CONSTRUCTION: $ 3 I U7a . 6(5, FEES DUE: RECEIPT: - OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correff and that all work will be done in compliance with all app1jeaWe laws regulating co ction ao zoning PRINT QUALIVIFRS/OWNERS AME SIGNATURE OF QUALIFIER/OWNER P J STATE OF FLORIDA, COUNTY OF r {A i , ACKNOWLEDGED E ME' IIS DAY OF IlAfA f 20 BY WHO IS P R T I N. MITCH B ,,1 1- 1, � ; 1PPY,PUB� 1 public -State of Florida ,p obo RHOND BI E o �•, Notary 2016 OOK ',r' _ My Comm. Expires Mar 7, Uv Notary Pu i I • TYPE OR P N NAME OF N • Qe - « M Comm. pi State o1 Florida o- Commission # EE 176869 y ' ,' • , , �r°�� Bonded Through National Notary Assn. %Foce�o� CommissiE y Comm. Expires Mar 7, 201 C MMISSION NUMBER �' �` " '' Commission. # EE 176869 Fin'`:°� N T CE TO OWNER: YOU FA%�'_U�t e io I OF COMMENCEME 07 —IZd /Y ING 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 produot,being used. INSTRUCTIONS Please complete all information -in the,space provided. All information must be Printed (uge 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: ............................................. ;`PARCEL ID NUMBER:....................................................... 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: ................................................. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION: ....................:........................ Indicate the street address, or general location, of the property on which the building activity is;taking place. Indicate the Property Tax Identification Number for the property on which the building activity is taking place. Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration -numbers, and the name of the business doing the work. _ 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. gLCCDV FORM NO: 006-05 6, t } J V. ..i4-c ... - iHt'?t 3 lU 'Si67 �tI:1U`i +iTtilUE'i a r '. -•,t�-.G::,m ` ' ,r++j , 7"iia i tt;`Lr �311,A=t tt1?iC�v'i'41 "v:...:!�"�"'�'a"'c+aa „ � • _1 dr. ,, �` � . t'81i +�n�(iii l5!lUt?c:{� �tL'Q1�1' �°;�;!t:f� ��� :•'�,. r; - ... .. " „— .. - -- Property Appraiser - St.Lucie ,mty, FL - —� Page 1 of 1 PROPERTY RECORD CARD Shelton V Peters Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �\,UCIE CO Site Address: 1104 Driftwood Ln ParcellD: 3404-808-0006-000-1G,L Sec/Town/Range: 04 :36S :40E Account #: 39985 y� Map ID: 34/04S Land Use: SF Res Zoning: RS-3 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Shelton V Peters Barbara J Peters DRIFTWOOD MANOR -SECTION THREE- LOT 6 (0.50 AC) (OR 450- Address: 1104 Driftwood Ln 1149) Fort Pierce FL 34982-3325 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 137100 Land Value: 28900 Acres: 0.5 11/1/1984 19500 00 CV 0450 / 1149 Assessed: 137100 Building Value: 108200 Ag.Credit: 0 Finished Area: 2159 SgFt Exempt: 55000 Taxable: 82100 Taxes: 1867.33 BUILDING INFORMATION Exterior Features View: RoofCover: SA - Asph Shingle RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 1985 Frame: Grade: C - C EffYrBlt: 1985 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 4 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No. Land Use Type Measure Depth SWAV - RES POOL AVG Y 1 544 AV AV 1987 1 0100-SF Res 217 -Front Ft 132 165 PA01 - POOL DK-AVG Y 1 380 AV AV 1987 ENC2 - POOL ENC-AVG Y 1 924 AV AV 1987 4CCT - 4CCT S 1 1 AV AV 1985 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=340480800060001 4/27/2012 JOSEPH E. SMITH, GJERK OF THE CIRCUIT COURT - SAINT_LUCIE COUNTY FILE # 369840�5 OR� ` OK 3384 PAGE 874, Recorded G' �'?7/2012 at 02:25 1 ) PERMIT NUMBER: 004 - D3 10 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. DESCRIPTION OF P O�PERyT�Y, ( y�aI 1de�ser�lptigl/o—f the progeny & street address, i(avallaUle) TAX FOLIO NO.t SUBDIVISION JJI_L Lv�Sl� 1"C IGl_—BLOCK _TRACT _ _ _LOT_ (p BLDG UNIT R 1. OIVNER INFOIMAT_fGN OR .ESSE .1 FORMATION IFT E LE EE CONT ACT O FOR a. Name end addrev:� � L ( fi\b. Inurue in progeny: cIa-and addreu of rwa,—oto dtiAedde 0 'Raem from O lined ore): 4, a. CONTRACT01 q J. SURLTV(ifapplioble.acopyorthepaymenibondla... bad): a. Name and oddrea: ___ b. Phone number: e. Amwn1o1`bcmd: i 6. S. LENDER'S NAME: Lod. a addreac V I I I b. Phan. number. 7. Persons within the State of Florida designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13 (1) (a) T. Florida Statutes: .. Name and addreu: b. Phone numb= ordeei:puud peraana: Aulborized('O�Inter irector/P�rtner/Manager) State of _f County of 1 66" X 80" REPLACE DOORS IN 2 OPENINGS ONLY NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. /2 32" X 80" OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A. #) 1 POS. NEG. 1 66 80 36.67 4 34.7 -37.9 06-1113.04 / 55.0 -55.0 LSMI 2 32 80 17.78 4 36.8 1 -40.0 06-1113.05 r° 65.0 -65.0 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO-DADE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 12 FT 7 IN PETERS RESIDENCE 1104 DRIFTWOOD LANE DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA 04/09/2012 - FA01 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES I I EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 4 Roof Tributa Area Hei ht 10 15 20 25 0 �45 50 30 5� 0-15 ft 41.0 -40.0 39.3 -38.7 -38.3 37� 0`� 37.8 +36.8 +36.1 +35.5 +3' . 49-_ A-4- +34.1 \! `+38-41.6 . -39.8 -39.3 -38.8 8L��8 -376 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2` -�3_4:9- .+34.6 +34,3" 17 ft -42.1 -41.1 -40.3 -39.8 -39.3 -3B \ --39f-(- �3 .'0 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.35:0: 18 ft -42.6 -41.6 -40.8 -40.3 -39.8 �9''rr.4 19�;1�1 ' 1 �38t� �38i5= 5 +39.3 +38.2 +37.5 +36.9 .1.5 6.1 +3 1+39_4° -43.1 -42.0 -41.3 -40.7 -40.3 1 -39.9° 039L5? °`-�921 0J, 19 ft +39.7 1 +38.7 +37.9 +37.4 +36.9 1 +36.5 +36.1 +35.8 +35.6 20 ft -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 21 ft -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 +40.6 +39.5 1 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 22 ft -44.4 -43.4 1 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 23 It -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 +41.4 +40.3 +39.5 +38.9 1 +38.4 1 +38.0 +37.6 +37.3 +37.0 24 ft '45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 +41.7 +40.6 +39.9 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 25 ft -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 26 ft 46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 +42.4 +41.3 1 +40.5 +39.9 +39.4 +39.0 +38.6 1 +38.3 1 +38.0 27 ft -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 42.5 42.2 -41.9 +42.8 +41.6 +40.8 1 +40.2 1 +39.7 +39.3 +38.9 +38.6 +38.3 28 ft 46.8 -45.6 -44.8 -44.2 -43.7 -43.2 �4242.9�� a125- -2.1, +43.1 +42.0 +41.2 +40.5 +40.0 +30,- t�92 -+38.9 +38.6- 29 ft -47.1 -46.0 -45.1 -44.5 -44.0 -4 .61 1 �4 '`�2.6 +43.4 +42.3 +41.5 +40.8 +40.3 +39.91 9 5. +39:2- k+38 9, 30 ft -47.4 -46.3 -45.5 -44.8 -44.3 -4 9CC 1^ �!2 42//'9 +43.7 +42.6 +41.8 +41.1 +40.6 + 0.2I �39:8. ,�9 5 t39.2^ 32ft -48.1 -46.9 -46.1 -45.4 -44.9 -Of5 4- -&'4?, +44.3 +43.2 +42.3 +41.7 +41.2 +40.-, �i 9.7 35 ft -49.0 -47.8 -47.0 -46.3 -45.8 5.3 I� -i9 �-��-� �r. +45.2 +44.0 +43.1 +42.5 +42.0 4�;.5� 44-1. +40:8• 40.5 -50.4 -49.2 -48.3 -47.6 -47.1 -46 ag6 15:9�� m 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 45 ft -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 50 ft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 +48.7 +47.4 1 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 +49.7 +48.4 +47.4 1 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 60 ft -54.9 -53.6 -52.6 1 -51.9 -51.3 1 -50.8 -50.3 -49.9 -49.6 +50.6 +49.3 +48.3 1 +47.6 1 +47.0 +46.5 +46.0 +45.7 +45.3 Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tributary Area 12a.Ea 6elght 10 15 20 25 1 30 35 40 1 45 1 50 0- 15 ft -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 ft -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 �16 +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 73.8 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 1 +35.3 +35.0 +34.7 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 kvR-52.6 _ +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 u 19 ft -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 _44.9 +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 20 ft -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 -54.3 -52.2 -50.7 -49.5 �.5 -- -44,0_ -46.4 -45.8 21 ft +40.6 +39.5 +38.7 +� •+37.3 +36.9- -t36i +36.3 22 ft `_33:7, �� +41.0 +39.9 39.1 +38.5 ,r38\-,0 �7`VG +37 3i 0 +36.7 -55.4 -53.2 -51.6 -5.4f� * 9 5 f s.5 -47)9„, \47.3 -46.7 23 ft +41.4 +40.3 +39.5 + 8.9% _d8:4. +36.0 +,3 _6' <43- 3 +37.0 24 ft -55.9 -53.7 -52.1 -5nP: ` 49.9^ =49 � 14 (4 -47.1 +41.7 +40.6 +39.8 +39.2 +38.-38 3- -F 8.0 +37.6 +37.4 25 ft -56.4 -54.1 -52.6 r�i'L� 1L50 II ,`-4 �55 �8:7- 8= I(\ ('47.5 �8: l +42.1 +41.0 +40.2 -+39.6 39 .3 Z7.7 -56.8 -54.6 -53.0 -51� ;�-50�8= =19:91 �� nfSiS -47.9 26 ft +42.4 1 +41.3 +40.5 1 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 27 ft -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 _28 ft -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 :w7 +43.1 +42.0 +41.2 +40.5 1 +40.0 +39.6 +39.2 +38.9 +38.6 29 ft -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 30 ft -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 \ +43.7 +42.6 +41.8 1 +41.1 +40.6 +4D.2 +39.8 +39.5 +39.2 32ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 `5 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 v +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 1 +41.1 +40.8 + 40ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 45 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 50ft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 +49.7 +48.4 +47.4 +46.7 +45..65 ++4456..02 ++4445..87 +-4445..5 60 ft -67.8 -65.1 -63.2 -61.7 1+46.1 -60.5 -59.5 -58.6 57.9 +49.3 +48.3 +47.6 +47.0 +46 +57.2 3 WIND VELOCITY = 170 MPH I MR H _< 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1, TABLES ARE INTENDED TO DEPSCT-THEaVORST CASE' PRESSURES. 'WORST CASE' 15 DEFINED AS THE CRITIC) -L Ortbr ON OF-ANYVARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO , DITIONSS..gg�EQUIRED FOR LfOR /ITH THESE TABLES. 2. TABLES VALID 0 L'FOB�ILDIjjJJGf3�OF )A ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F •�R��LL ROOP'TYpES,Bi SL P,BS. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA 1'BE��RFQR�("IED BY�AN ENGINEER AS A SITE SPECIFIC CONDITION. 4, IDENTIFY THE B XLDINGMEA ,(AVERAGE) 'RRQ�OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF ED&S&T1ilE�PEAK ROD 7HEIii, T. 5. ALWAYS ROUND up OaF_HE�GHTSJf07NE) i9BLE VALUE OR CONSERVATIVE ASSUMPTION. 6, CALCULATE THE TRIBUT{t��-Y _R'A-OF T4 OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) Ml EF[F-LIEY%Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD TJd. SP,,pp,N.LENGT,{-J,(yEIGy_ ' /„3).,,USErTHE AREA BETWEEN STRUCTURAL OPENINGS ONLY- f 1115 IJCLUD Slpp. REA5^B .i R�SjRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENINd`'CAyI _BE CE TIOED°a` F:MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROl/ND �RIBUTAI2Y�ARFA°DOW 'm THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, bMYH_t LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN, 2, DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN, INTERNAL PRESSURE COEFFICIENT (GCPI=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED, USE OF THESE TABLES AND CORPLESRONDDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED-HEREIN,SHAL17BE-DICFATED_AND VERIFIED BY THE GOVERNING BUILDING DEPARTM 0T:AND ERM HOLDER-NO-N/ RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERDI(�Efi�I �� ��� S. THIS SPECIFICA O IS NOT=If�T)rNDED,,,TOO FER ANY PRODUCT APPROVED CERTIFICATION. RE R TOzATI-SEPARAYELY UIMITTED TEST CRITERIA AND OTHER APPROVALS FOR DE IGf�=Bc:IN'ST TIONIINFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO, Bq VEZFIE I3Y OTh, 5RS,II�QCCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL(IOCA'C-I�1eAAC-F.:2ROTE�C,TtON.SY_SSEM ORDINANCES. 7. NO CERTIFICATIO-N'IScOEFERED-FOR�`Tyt INTEGRITY OF THE HOST STRUCTURE. B. EXCEPT AS EXPRESSLY PAO E- ;yi EIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10 % OF LEASTORLO'f3UDiMt_NSIDuIOk(40i.IJdh1RH, PEAK ROOF WHICHEVER IS SMALLWBU�NOT�ICESS- 7-f�AN QF LEAST HORIZONTAL HEIGHT \ DIMENSION OR 3FT (lirr}rH5E4ZONE Sh�A7 ALL IN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT r aaROOF 'IHEIGHT 55 5 4 1 5rA EVO a O O WALL ZONE FIGURES f ISOM IC v KtMAKK5 UKVIIN OHKU UAIt n m o INIT ISSUE GSS TSB 03/05/12 2 010 FLORIDA BUILDING CODE ENGINEERING o m r M REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 o _ 22 m r 3 - _ _ ASCE 7-10, CHAPTER 30 EXPRESS v - r40 DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, #106v -4 MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 z -1 Zo O �° THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PH: 954 354 066O FAX; 954 354 0443 zAp 1 RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART � � � � 920�' WITHOUT WRITTEN CONSENT OF FRANKLBENNARDO,P.E C C WWW.ENGEXP.COM mOL%) Ip "ALTERATIONS,ADDITIDNS, HIGHLIGHTING, OR OTHERS E mW v MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF AUTH ft9885 N MIAMI- e DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildin2codeonline.com Trinity Glass International 4621 192nd Street East Tacoma, WA 98446 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 Florida Building DESCRIPTION: 6'-8" Outswing Glazed Fiberglass Door w/ wo Sidelites-LMI APPROVAL DOCUMENT: Drawing No. S-2728, titled "Glazed Fiberglass Outswing Door ' ", sheets 1 through 12 of 12, dated 10/05/06 and last revised on 01-14-2008, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the.Notice of Acceptance number and approval date by the Miami -Dade County I MISSILE IMPACT RATING: Large and Small Missle Impact I 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. �i NOA No 06-1113.04 MfAMfDADE:€OUNTY' Expiration Date: February21, 2013 Approval Date: Fe5ruary 21, 708 \.��1� Page 1 Trinsiy Gtass Intemational N_0__ i[CE_(iEACM AIyM-. A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. S-2728, titled "Glazed Fiberglass Outswing Door", sheets 3. through 12 of I2, dated 10/05/06 and last revised on 01-14-2008, prepared. by R'W Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced. Entry Test,per FBC 2.411 3 2.1 and TAS 202-94 5) Small Missile impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 6'0 x 68 Glazed Fiber Glass Outtswing doors w/ sidelites, prepared by Testing Evaluation Laboratories, Inc., Test Report. No. TEL-06-091E-1, dated 10/1006 and reviser] on 12-05-07, signed and sealed by Wendell W. Haney, P.E. 2. Additional test report No. TEL-06-0918-I, per TAS 201, 202 and 203-94 for 6'0 x 6'8 opaque Fiber Glass O utswing doors w/ sidelites, issued by Testing Evaluation Laboratories, hie. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, Prqxtre4 by RW Building Consultants, Inc., dated 11/03/06, sighed and seated by Lyndon F. Schmidt, P.E. 2. Glaiing complies w/ASTM E1300w%/02. D. QUAUTY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 054206.01 issued to Trinity Glass .International, for their Unfinished Fiberglass Boor Skin, expiring on 03/02111. 2. Notice of Acceptance No. 07-0828.01 Issued to Tray Glass International, for their Trinity Lite .Frame, expiring on 07/01/12. 3. Test Report Igo. ETC-05-781-17122.1, prepared by ETC Laboratories., issued to Trinity Glass International, dated 10119/05 and revised on 01/020/8, Polyurethane Foam, tested per ASTM 1929 I2 "Self Ignition Temperature"; ASTM E84 "Flame Spread index" and "Smoke Developed Index", signed and sealed by Joseph Labora Doldan, P.E. F. STATEMENTS I. Statement letter of conformance and no financial interest, dated 01/14/08, sighed and seated by Lyndon Schmidt, P.E. 2. Statement letter of lab compliance as part of test report. G. OTHER. I. "DSE414" Silicone Adhesive Sealant by Doug Yang Silicone 1,rcg. a I I 47�� Chanda, P. E. Product Control Examiner NOA No 0&1113." Expiration Date; February 21, 2013 Approval Date. February 21, 2008 E-1 3 c Diu - I N T E R N A T I O N A L 4621 192nd STREET EAST TACOMA, WA 98446 TEL 253-875-7300 FAX: 253-875-7301 FLUSH GLAZED FIBERGLASS OUTSWING DOORS WITH & W/OUT SIDELITE(S) "IMPACT" GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCITY HURRICANE ZONE" ("HVHZ"). 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE "HVHZ" THIS PRODUCT COMPLIES VIM' 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 6TQDae�c �mduct+''�"—C." WIND—BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH D[ u- �- 11 SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE AND DOES By NOT REQUIRE AN IMPACT RESISTANT' COVERING. 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF TH ESE UNITS 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 13Y A LICENSED ENGINEER OR A REGISTERED ARCHITECT AND TO BE APPROVED BY BUILDING OFFICAL. 7. 1X AND 2X WOOD BUCKS BY OTHERS MUST 9E ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. B. FOR DESIGN PRESSURE RA77NC SEE CHART UNDER EACH PRODUCT ELEVATION. 9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). TABLE OF CONTENTS i TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES 2 DOOR & SIDELITE PANEL CROSS SECTIONS & GLAZING DETAIL 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 VERTICAL CROSS SECTIONS 7 FRAME ANCHORING DOUBLE & DOUBLE BOXED UNITS 8 1 FRAME ANCHORING SINGLE & SINGLE BOXED UNITS 9 FRAME ANCHORING CHS UNITS t0 COMPONENTS 11 ASTRAGAL DETAILS 121 BILL OF M—ATERIALS & COMPONENTS 148.75" MAX. OVERALL FRAME WIDTH (W/NON—REINFORCED MULL) 74.00" MAX. OVERALL FRAME WIDTH 21.00" 37.375" MAX. 36.38" MAX. MAX. SIDELITE PANEL DLO FRAME WIDTH WIDTH W/ASTRAGAL D D IVVIV—RGlrvl'VRVCU MVLL DOUBLE FULL LITE DOOR W/SIDELITES (BOXED) DESIGN PRESSURE (PSF) +55.0 —55.0 74.00" MAX. OVERALL FRAME WIDTH 37.50" MAX. 36,38" MAX. FRAME (--- PANEL WIDTH WIDTH W/ASTRAGAL 21 ".Oo + MAX. a f D.L.O. X 34 0.21 o � � m � f I f ACTIVE DOUBLE FULL LITE DOD R NGLE FULL O DESIGN PRESSURE (PSF) SIGN PRESSURE (P, +55.0 —55.0 +55.0 —55.0 72.00" MAX. 75.62" MAX. O.A. OVERALL WIDTH 108.00" MAX. FRAME WIDTH 113.MAX. OVERALL FRAME WIDTH OVERALL FRAME WIDTH W/1X MUWON FRAME WIDTH MUWON REINFORCEMENT REINFORCEMENT 37.375" 37.375" 37.375" MAX. 37.375" MAX. 37.375" MAXSOL. MAX. SOL FRAE CHS1 FRAME SDL FRAME MSOL AX MAX.21.00" SAL WIDTH FWII�D,TTME H r CH] WIDTH � WIDTH � D.LO. � WIDTH v f 5 3 C O fJ I + 0 2 to 5 6 O A IACTIVE 1 ACTIVE D D .75" 75" MULLION MULLION —'ice MUWON REINFORCEMENT f REINFORCEMENT REINFORCEMENT OX OR XO (CHS) OXO (CHS( XO OR OX OXED1 OXO (BOXED) SINGLE FULL LITE DOOR SINGLE FULL: LIFE DOOR SINGLE FULL LITE DOOR SINGLE FULL LITE DOOR W/SIDELITE (CHS) W/SIDELITES (CHS) W/SIDELITE (BOXED) W/SIDEUTES (BOXED) DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) IDESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) +60.0 —60.0 L+60.0 1 —60.0 +60.0 1 —60.0 +60.0 1 —60.0 N.T.S. EW BY: LFS NG NO.; S-2728 1 or 1: La G SIDELITE PANEL m o= mUK 9 o — — 4— DOOR PANEL t 7 1 HORIZONTAL CROSS SECTION 2 _SIDELITE PANEL 38 FIBERGLASS YARN REINFORCEMENT FIBERGLASS SKIN DETAIL 1 DOOR & SIDELITE DETAILS ILLUSTRATION EXTERIOR EERIAL: PC/ASA) Sit 27 1" O.A. GLASS INTERIOR THICKNESS 1/8" TEMPERED GLASS SWIGGLE 37 1/8" HS GLASS .090" PVB INTERLAYER DUPONT BUTACITE 1/8" HS GLASS BITE STRUCTURAL SILICONE BY _ DONG YANG SILICONE CO. f, STEEL 10 r� N ER OR SEE DETAIL 1 3 N HORIZONTAL CROSS SECTION I 2 S DRTIC�A�L PANEL CB CROSS SECTION I � 2 ) DVERTICAL OOR PANEL SS SECTION 2 DOOR PANEL a a o w w E2 N tl aQ ? 00 z 2 mQ F 0 o m a N % [l 11 10 OS 06 = N.T.S. B y:m 3 F SEE NOTE 1 SHEET 3 INTERIOR HMAX. EXTERIOR �- SHIM SHIM SPACE (TYP.) 1.14" MIN. PENETRATION SEE NOTE 7 SHEET jl. / ! 1 \ HORIZONTAL CROSS SECTION ® SIDELITE JAMB Z w I af N L, Z W �C N U 5 SEE NOTE 7 SHEET 1 ( l 19.7" FROM END & 27.4" 6" FROM MAX. O.C. END & 27.4" MAX. O.C. SEE NOTE 1 SHEET 3 OXXO NON -REINFORCED MULL �� HORIZONTAL CROSS SECTION 3 @ HINGE JAMB 1-3/8" MIN. EMB. (TYP.) 1 /4" MAX. +{ SHIM SPACE (TYP.) 'SEE NOTE 1 SHEET 3 INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 3 SHOWN V//1X SUB -BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS INTERIOR NOTES 1. ITEM #48 - #9 X 2-1/4" PFH SCREWS THRU JAMB INTO SIDELITE LOCATED ® 6", 27", 50-1/4", & EXTERIOR 72-1/8" FROM TOP OF FRAME TYP. BOTH SIDE JAMBS. 2. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL. SEE NOTE 7 SHEET 1 NOT SHOWN INTERIOR 33 L 1/4" MAX. EXTERIOR ova N SHIM SPACE No_c -I N, (TYP.) 1.1 4" MIN. PENETRATION x� �`3 0 �\ 4 1 HORIZONTAL CROSS SECTION ,> a m 3 m HINGE JAMB A proved as complyvg rrittr Iim rionn o— C-lt! Co t?iami D::dc FroduU ,()ontrol La UIViS �.LI.�S W ❑ z 12 By 40 . < a z o 48 INTERIOR X. ACTIVE \ INACTIVE 23 EXTERIOR MIE: 19105106 saue N.T.S. E vc. ar: W OHK. an LFS 3 3 HORIZONTAL CROSS SECTION cuwHc HD 3 ® ASTRAGAL S-2728 R SHEEP OF 12 Q 1 1 /4" MAX. SHIM SPACE (TYP.) EXTERIO\--/ HORIZONTAL CROSS SECTION SECTION 4 HINGE JAMB g 19.7" FROM END & 27.4" MAX. O.C. SEE NOTE 14 SHEET 3 48 MULLION W/REINFORCEMENT 3 1 HORIZONTAL CROSS SECTION 4 HINGE JAMB 6" FROM END & 27.4" MAX. O.C. 19.7" FROM END & 27.4" MAX. O.C. SEE NOTE 1 48 SHEET 3 NOT SHOWN MULLION W/REINFORCEMENT QHORIZONTAL CROSS SECTION Apprwcd as complying 4 LATCH JAMB FCIOWnAa9E Miens Dads Padu<<C°^`YD� By By EXTERIOR NOTE 1. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DETAIL. n Z �U r OLo m NIn O In =OU 0 °d a ww i N N w w ° O O F \ \ J 2 v -•F a N o N +Z ° U car• 10105106 Do a sue: N.T.S. DWG. Er: EW m aw BY: LFS 3 DRAWING NG.: S-2728 0 N sIEEf 4 DF i 2 p, _HORIZONTAL CROSS SECTION 5 ® HINGE (CHS) W/INTEGRAL MULLION I I 50 54 55 19 55 56 CHS MULLION ATTACHMENT AT SILL (2) #56 THRU SILL INTO MULLION EXTERIOR CHS MULLION ATTACHMENT AT HEAD 2 56 THRU HEAD INTO MULLION Approved as conPlY+n&with :he Fturida Bcild'mg Codc �. Date FEl3_2 [1—ZQD NDAN 6�,JOT Miami Dadc 1'roducx Canxmt IIy SEE NOTE 1 SHEET 3 45 ) HORIZONTAL CROSS SECTION ® LATCH (CHS) W/INTEGRAL MULLION �A Z I, W�� Jm cr NNN to w 20 U � 3 0 a2E & O G jr-nz N.T.S. owc, sr: EW crx. sr: LFS S-2728 5 cF 1 SEE NOTE 7 2-1/2" MIN. FROM 2-1/2" MIN. SHEET 1 EDGE (TfP.) FROM EDGE (TYP.) SEE NOTE SHEET 7 1 31 5\..' r •" v •' - :' v 31 +,,. l . .t. • Z� " ..•'31 i'.�' .. .vim. .. •:. .'d'•" .'v 29 > 3 ¢ 29 33 30 33 Z ^ 36 L ao 36 0 w M Q a r` a''43£k 4 36 0 Z �a r w �a ai` U c,� Q u) IL(Z 4 �Z � � �to 4 INTERIOR ;i ` :'' i '<•::..,. ERIO INTERIOR "4 EXTERIOR ^::. 48 SEE NOTE 1 INTERIO EXTERIO L_? _ 1 VERTICAL CROSS SECTION 6 HEAD JAMB — DOOR NOTE 1. ALL UNITS ARE GLAZED UNITS. SEE SHEET 2 FOR DE AIL. INTERIOR z^ C 7 12 \v M m Li 2-1/2" MIN. 2-1/2" MIN. FROM EDGE FROM EDGE TYP. TYP. L_3 _ l VERTICAL CROSS SECTION 6 OUTSWING THRESHOLD S c �2 } VERTICAL CROSS SECTION 6 SHOWN V111X SUB —BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS EXTERIOR z^ g a M m �W N RIOR 4 l VERTICAL CROSS SECTION �I�Z 6 HEAD JAMB — SIDELITE o �' a o APPro`'e:1 a: c:ax;,Tingw�dp f{onda 3uiidZG t'O?f1a� XTE ERIOR Di Ay SEE 48 NOTE 1 2-1/2" MIN. 2-1/2" MIN. FROM EDGE FROM EDGE (TYP.) T (TYP.) VERTICAL CROSS SECTION 6 OUTSWING — SIOELITE ,D a a A A X- 31 > > d m O \ \ h W i r o lV Z O 0 z DATE 10/05/06 SCALM N.T.S. 5 NOTE M. B'. EW m 1. ITEM #48 — #9 X 2-1/4" PFH SCREWS THRU HEAD & ;N, ,. LFS 3 SILL JAMB LOCATED 3" FROM 3YbVNC No.; EACH 'FRAME END AND ON 0 S-2728 a CENTER LINE. seEEr 8 of 12 W 6" 4.5" 6" 4" 1 I I \SEE 33 W/2X BUCK DETAIL 1 MASONRY - INSTALLATION \ - (o OPENING OR \ p 5 W/1X BUCK O INSTALLATISEE NOTE01 ASTRAGAL - SHOWN FOR FRAME TYP. HEAD REFERENCE & JAMBS L - TIP. SILL 44 2X BUCK \ SEENOTE 1 - - SEE - DETAIL 2 ACTIVE I INACTIVE I 19 FRAME ANCHORING t9 XX OUTSWING� MASONRY OPENING FRAME 2X BUCK f W/2X BUCK INSTALLATION 33 W/1X BUCK 5 INACTIVE INSTALLATION SEE NOTE 1 4" " �� 4" �I 4" � � 6.. 1 1 1 1 l /SEE l 1 1 \DETAIL 1 1 1O / 1 W/2X BUCK 33 INSTALLATION T / \ \ OR W/1X BUCK 5 — CJ I 51 Y ASTRAGAL— INSTALLATION SEE NOTE 1 - . . a N TYP. JAMB I TO JAMB SHOWN FOR TYP. HEAD & rni W/O 3/4" REFERENCE JAMBS ® BUCK - n MULLION / TYP. JAMB -cq� - 33 TO JAMB W/3/4" - 1 N E 1 r/DETAIL MULLION m 1 - 2 1 ACTNE TIVE I I I NON-RE�NF, MULL 19 1g 79 i9 FRAME ANCHORING 19 QXXO (BOXED) OUTSWING C 33 W/2X BUCK } INSTALLATION 25 W/lX BUCK p INSTALLATION H z SEE NOTE 2 Q ACTIVE 0 �p SEE NOTE 2 43 3 STRIKE PLATE DETAIL ® ASTRAGAL INACTIVE ACTIVE 44 f W C) Z oQ �a EXITERIOR 24 26 o o 'A a DETAIL 2 0 ® SILL 33 Apprm¢d as con Ity g 1,01.1. Ptorid �uildin$ Cod I-EK Zla__�rp' 24 ` G Dse NOAi 06_fff'�� Mizmi Dad:.Pro1ducl + 15 24 W �O F H By l.L��✓lNi< ZW 26 Qom 0 z? iy O 2 NOTES; HINGE DETAIL 1. 1/4" ELCO OR TIN CONCRETE SCREWS ANCHORING FRAME AND/OR SILL REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM; 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1-1/4" EMBEDMENT. 2. 3/16" CONCRETE SCREWS ANCHORING ASTRAGAL STRIKE PLATE AT HEAD OR SILL REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2-5/8" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. N.T.S. BY: EW ° gr: LFS 3 Nc No.: ° S-2728 c ° 7 of 12 0 I - 4 r 33 W/2X BUCK 1TALLATIN W/2X BUCK �r,j INSTALLATION RNSTALLATION MASONRY `I WteUCK MASONRY wOPENING N INSTALLATION OPENING INO / _ SEE NOTE 1 L? SEE NOTE 1 O a 33 TYP. HEAD & TfP. JAMB _ TYP. HEAD & h JAMBS ® BUCK N i. JAMBS 0 BUCK FRAME M TO JAMB FRAME _ W/3/4" _ N MULLION TYP. SILL 2X BUCK 44 l 2X BUCK SEE NOTE 1 1 _ n TYP. SILL m 44 SEE NOTE 1 - I ACTIVE f I� I i9 19 " -4— 19 MULLION FRAME ANCHORING FRAME ANCHORING XO OR OX (BOXE[i,} OUTSwING X OUTSWING W/MULLION REINFORCEMENT tD s^ ID 4n 4"4- 4" I � B" MASONRY OPENING FRAME 2X BUCK io TYP. SILL 44 SEE NOTE 1 19 �LQ9J 19 L 19 19 19 0.75" 0.75" MULLION ER.AME ANCHORING MULLION OXO (BOXED) OUTSWING WIMULLION REINFORCEMENT II 11 11 11 M / W/2X BUCK eR- _ 33 INSTALLATION 33 HEAD, TYP. JAMB TO JAMB - ON V1/1X BUCKTYP. INSTALLATION SILL & - JAMBS j1W/3/4" -� SEE NOTE 1 ` N MULLION TYP. HEAD & U JAMBS 0 BUCK n � N \ ' NI VT-� I I ACTIVE j l 0 In Lo STRIKE PLATE DETAIL 0 JAMB �J ow O Q Of a 24 26 w 0 0 iA a 33 co 24 Approicd s COMPIYi g WNx tM FI1id�8"'dyf c_q 24 J X d, ILU F z Dccr. NOAeQL�-4-1-L� u Z � w O U Miami Dnd° k°d . 28 DiB '>� l- 4�L�c 0 0 M O 2 M v HINGE DETAIL Q $: 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND/OR SILL REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1-1/4" EMBEDMENT. N.T.S. er: EW BY: LFS NO NO.: S-2728 8 OF 12 l / W/2X BUCK INSTALLATIONe- MASONRY O OPENING / W/1X BUCK CHS INSTALLATION SEE NOTE 1 0 _ O d _ MULLION TYP. HEAD & FRAME SHOWN FOR JAMBS 0 BUCK r7 " REFERENCE TYP. SILL 44UCK 2X B SEE NOTE 1 ACTIVE FRAME ANCHORING OX OR XO (CHS) WANTEGRAL MULLION (CHS) 6, 4 4" � 6" W/2X BUCK 33 INSTALLATION m MASONRY OR OPENING W/1X BUCK INSTALLATION 5 U SEE NOTE 1 o a TYP. HEAD & i� FRAME MULLION JAMBS 0 BUCK M _ SHOWN FOR _ REFERENCE TYP SILL 44 2X BUCK SEE NOTE 1 f 1 1 I ACTIVE 19 d 32 t9 FRAME ANCHORING OXO (CHS) W/INTEGRAL MULLION (CHS) C J 0 W 0d Q o O Q i, o n ,_ 00 dt 0 Iq 0 STRIKE PLATE DETAIL 0 MULLION �.� 0Z Apprmvd as COmP-g wi�b ih� }lorids tiuildi•' CO � a 26 D= 4iaru D9adecd 24 BY 0 33 I 24 24 FLa zN w 26 000, Z � M HINGE DETAIL 07ES: 1. 1/4" ELCO OR RW CONCRETE SCREWS ANCHORING FRAME AND/OR SILL REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1-1/4" EMBEDMENT. DAM 10/05 06 sokm N.7.S, owl BY: EW CHK BY: LFS WAWING N0: S-2728 vm 9 of 12 2.362" IN 2.362" n 1.250" {..r�i. cliO w 0 Iq 11 T0P RAIL S5 S DELITERIIL t 7 LOCK BLOCK DOOR i� m to 1M O 1.562" 1.562" o - -{ 198" a 4 ':x to .750" li u? i. 2 3 4 JAMBS 9 BOTTOM RAIL 47 BOTfONI RAIL �LLATCH STILE EDCE DOOR SIDEUTE .780" .305" �{ �{ 1.891" 1.983" I v N N (7 tLQ to T 0o � 3.983" —� rn 46 SlDELRE STELE �1 HINGE S71LE EDGE HINGE & LATCH STILE C 0 `J SUPPORTER 0 �^— 4.560" -{ 1.220" " 2.435" -- I © o0 o tD n O O O 5' SILL —TO —JAMB KIT DETAIL i8 HINGE OPTIONAL 5 it I 3.250" — ] F— 2.250" -- - @0 53 IX REINFORCED MULLION Apprmcd u mmpiying with the Florid 4ni �Z I CO rli Gate f p 2.500" 85 ~ K 3 1.000" M L to It to Ll d' t 2.000 2.250" F•— CHS INTEGRAL MULLION �Yi MULUON CHS (OX. OXO) VJZ0UT REINFORCEMENT �3w Lu Wow m i �oo w :a c]ov' Sn coi aea,n N.T.S. owc. ar: Eyy car. By. LFS 5-2728 10OF1 N 5 a ALUMINUM ASTRAGAL ASSEMBLY BY ENDURA PRODUCTS 0.062" , O IN I 1.750" TZI ALUMINUM ASTRAGAL U BY ENDURA PRODUCTS DEAD BOLT (THRU HOLE) LATCH (BLIND HOLE) „1 ALUMINUM ASTRAGAL U BY ENDURA PRODUCTS 0 o ----{ 1.625" � 0 i° 1.625" O I 0 � �u ( 7 ✓I Cs.�Oy ��TOP 80LT RETAINER%1 TOP BOLT RETAINER > > MATL: HDPE LENGTH: 4 3/4" MAIL: ALUMINUM LENGTH: 9 3/4" tO M Apprmeda c=Ptyma wn il°ridaB 21, Cc�lo� Dmc_ U' ' h— 19.625"� O (y NOAXe��1Jda3 u Mi°t Pro ct glade Dy l,C lt�."iT_ B T} I �1 SUDE BOLT ROD � STEEL � NOTE 1. (12) OF ITEM #48 ASTRAGAL RETAINING SCRE49S LOCATED (2) ® 2-1/2 SCALE, N.T.S. (1) ® 3-1/2", (1) ® 10-1/2 (1) © 1871/2", & (1) ® 26-1/2" FROM Dm. BY. EVII THE TOP OF ASTRAGAL AND (2) @ 2-1/2", (1) ® 3-1/2", (1) 9� 10-1/2", CHK W, LFS (1) ® 18-1/2", & (1) ® 26-1/2" FROM THE BOTTOM OF ASTRAGAL. ORWWa NO.: S-2725 SHED 11 or 1. ITEM 1 DESCRIPTION FIBERGLASS SKIN 0.079' BY TRINITY M.IN. THK. W/FfBERGLASS YARN REINF MATERIAL FIBERGLASS 2 SIDELUE JAMB — FINGER —JOINT PINE WOOD 3 HINGE & LATCH JAMB — FINGER —JOINT PINE WOOD 4 HE40 JAMB — FINGER —JOINT PINE WOOD 5 1/4' X 3-3/4" TAPCON (ELCO OR ITW) STEEL 7 OUTSWiNG THRESHOLD (HIGH RISE TYPE)(ENOURA PRODUCTS INC.) ALUM./COMP. g STRIKE PLATE SCREW 18 X 2.0" PFHWS (2 REQUIRED PER STRIKE PLATE) STEEL 9 COMPOSITE BOTTOM RAIL PVC 10 DOOR PANEL CORE FOAMED IN PLACE BY TRINITY POLYURETHANE 11 COMPOSTE/LVL TOP PAL PVC/LVL 12 WEATHERSTRIP QEBD650 Q—LON FOAM 13 LVL HINGE & LATCH STILE SUPPORTER POPLAR 14 COMPOSITE HINGE STILE EDGE PVC 15 BEAD 1/4" WOOD 16 COMPOSITE LATCH STILE EDGE PVC 17 LVL LOCK BLOCK POPLAR 18 3.983" X 4.0' HINGE MIN. 0.098" THICK STEEL 19 SILL TO JAMB KIT (OPTIONAL)* PC/ASA 21 KWIKSEF LATCH GRADE II STEEL 22 KWIKSET DEADBOLT GRADE II STEEL 23 STRIKE PLATE STEEL 23A FLUSH BOLT STRIKE PLATE ® HEAD STEEL 23B FLUSH BOLT STRIKE PLATS ® SILL STEEL 24 HINGE TO JAIAB SCREW #9 X 5/8' PFHWS (3 REQUIRED EACH HINGE) STEEL 26 HINGE TO DOOR SCREW #9 X 1.0" PFHWS (4 REQUIRED EACH HINGE) STEEL 27 LITE FRAME SCREW #8 X 1-1/8' SELF THREADING STEEL 28 1" INSULATED LAMINATED GLASS (LNTERLAYER DUPONT BUTACITE) 1/B' TEMPERED — AIR — 1/8' HS — .090" PVB — 1/8" HS GLASS 29 2X BUCK WOOD 30 1X BUCK WOOD 31 MASONRY CONCRETE 32 MULLION BASE KITS PC/ASA 33 JAMB TO BUCK SCREW #10 X 2.5" PFH WS WITH "MIN. 1. 14" EMB. STEEL 34 NOT USED 35 LATEX CAULK LATEX 36 1/4" MAX. SHIM SPACE WOOD 37 LRE FRAME BY TRINITY UNDER SEPERATE N.OA• PC/- 38 SCREW PLUG- PC/ASA 40 ASTRAGAL (ENDURA PRODUCTS INC.) ALUMINUM 41 BOLT RETAINER _ 42 FLUSH BOLT STEEL 43 3/16" X 2-1/4' TAPCON (ELCO OR ITW) STEEL 44 1/4" X 2-3/4' TAPCON (ELCO OR ITW) STEEL ' PC/ASA— POLYCARBONATE/ ACRYLONTRILE STYRENE ARYLATE DESCRIPTION LVL SIDELITE TOP RAIL LVL SIDELITE STILE LVL SIDELITE BOTTOM RAIL m9 X 2-1/4' SELF DRILLING SCREW 10-32 X 5/8' MACHINE SCREW OUTSWING SfOE LITE SPACER #10 X 2.0" PFH WOOD SCREW DEAD BOLT STRIKE 1X MULLION REINFORCEMENT INTEGRAL MULLION (CHS) $6 X 1-1/4" PFH DRYWALL SCREW IS X 2-1/4" PFH SELF DRILLING SCREW STAPLE 16 GA GALV. 7/16' CROWN x 1-3/4' LONG MATERIAL POPLAR POPLAR POPLAR STEEL STEEL PVC STEEL STEEL WOOD WOOD STEEL STEEL STEEL. 4.563" N i0 (O O to N CELLULAR PVC 3.068" COMPOSITE OUTSWING THRESHOLD HIGH RISE TYPE 0 O M 2.010" SIDELITE SPACER 0 WIT Approved as complying with the Florida Duildi° Code Dam FES �1 I 'Lases NOA.". 0C—lA ZZ. 4 Miuu i Dadc Product Ccuuoi By 1bhN>< �3W LUW j 10 NO w pp c�oU' ` -J-tAd VK m �R 0 scOLE: N.T.S. DwG. BY. EW CliK. DY: LFS DRARING NO.: S-2728 sIEET 12 of 1, M�IAM Irl7!FtDE 6�bJ1v131 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Trinity Glass International 4621 192°d Street East Tacoma, WA 98446 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.buildinecodconline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 Florida Building I DESCRIPTION: 6'-8" Outswing Opaque Fiberglass Door w/ wo glazed Sidelites-LMI I APPROVAL DOCUMENT: Drawing No. S-2729, titled "Opaque Fiberglass Outswing Door ' ", sheets 1 through 12 of 12, dated 10/05/06 and last revised on 01-14-2008, prepared by RW Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. ' I MISSILE IMPACT RATING: Large and Small Missse Impact LABELING: Each unit shall bear a permanent label with the manu acturer'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. TERNIINATION 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. At'PROVED NOA No 06-1113.05 Expiration Date: February 21, 2013 Approvalate: a ruary , Page I Trkdtv Glass International NOTWX OF ACCEPTANCE: EV-1DENCE SUBMITTEI} A. DRAWINGS 1. Manufacturef s die drawings and sections. 2. Drawing No. S-2729, titled "Glazed Fiberglass Outswing. Door ", sheets I through 12 of 12, dated 10/05106 and last revised on 0l-14-200Ei prepared by ltW Building Consultants, hie-, signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifbrm Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per .FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 5) Small Missile impact Test per FBC, TAS- 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagt n of 6`0 x 6'8 Opaque, Fiber Glass Outswing doors w/ glazed sidelites, prepared by Testing. Evaluation Laboratories, Inc., Test Report No. TEL-06-0918-2, dated 10/1006, signed and sealed by Wendell W. Haney, P.E_ 2. Additional test report No. TEL-06-0018-2, per TAS 201, 202 artd 203-94 for 6'0 x 6'8 Glazed Fiber Class Outswing doors wl glazed sidelites, issued by Testing Evaluation Laboratories, Inc. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by RW Building Consultants, Inc., dated 11/03/065 signed and sealed by Lyndon F. Schmidt, P.E. 2. Glazing complies w/ ASTIR E1300-98/02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTWICATIONS 1. Notice of Acceptance No, 05-1206,01 issued to Trinity Glass International, for their Unfinished Fiberglass Door Skin, expiring on 03/02/ 11. 2. Notice of .Acceptance No. 07-0828.01 issued to Trinity glass International, for their Trinity Lite Frame, expiring on 07/03112. 3. Notice of Acceptance No- 05-1208.02 issued to DuPont DeN�feumours, Inc. for their "Butacite PVB Interlayer", expiring on 12111A0. 4. Test Report No. ETC-05-781-1'1222.1, prepared by ETC Laboratories., issued to Trinity Glass International, dated .10/19/05 and revised on 011020/8, Polyurethane Foam., tested per ASTM 1929 D "Self Ignition Temperature"; ASTM E84 "Flamte Spread Index" and "Smoke Developed Index", signed and sealed by Joseph Labora Ooldan, P.E, F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01 /14/08, signed and sealed by Lyndon Schmidt, P.E. 2. Statement letter of lab compliance as part of test report. G. OTHER. l . "DSE-814" Silicone Adhesive Sealant by Dong Yang Silicone, co, lshaq 1. Chanda, P. E. Product Control Examiner NDA No 06-1113_05 Explration Date: February 21, 2013 Approval Date: February 21, 2008 ]E-1 (1 V & 150.25" MAX. OVERALL FRAME WIDTH W/1 X MULLION REINFORCEMENT 148.75" MAX. OVERALL FRAME WIDTH I N T E R PT -A T-I O N A L W/O 1X MULLION REINFORCEMENT 74.00" MAX. OVERALL 4621 192nd STREET EAST TACOMA, WA 98446 FRAME WIDTH 21.00" TEL: 253-875-7300 FAX: 253-875-7301 37.375" MAX. 36.38" MAX. MAX, SIDELITE PANEL DLO FRAME OPAQUE FIBERGLASS OUTSWING DOORS WIDTH �W/ WIDTH WITH & W/OUIDELITE(S) "IMPACT" Q W C(O�J GENERAL NOTES _ Ozi O J O H 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH 9 o g D w O J m z� THE 2004 FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCITY w co o. -� w-i HURRICANE ZONE" ("HVHZ-). o 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 A ^ ! t74, ill ll I f�0>•I 1 Q v �I I m] • 3. WHEN USED IN THE "HVHZ" THIS PRODUCT COMPLIES WITH Florida fiuildiu" Cow. Dalc OXXO (BOXED) SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT Noes N.0 ri Uadc Praduc(Co ,"," ml REQUIRE AN IMPACT RESISTANT COVERING. "HVHZ" Dili s DOUBLE OPAQUE DOOR BY W/SIDELfTES (BOXED) 4. WHEN USED IN AREAS OUTSIDE OF THE REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH 5. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCHON. 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR A REGISTERED ARCHITECT AND TO BE APPROVED BY BUILDING OFFICAL. 7.1X AND 2X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO SrIRUCTURE AND TO 13E REVIEWED BY BUILDING OFFICIAL. 8. FOR DESIGN PRESSURE RATING SEE CHART UNDER EACH PRODUCT ELEVATION. 9. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). TABLE OF CONTENTS i TYPICAL ELEVATION'S DESIGN PRESSURES & GENERAL NOTES 2 1 DOOR SIDEL(TE PANEL CROSS SECTIONS & GLAZING DETAIL 3 1 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 VERTICAL CROSS SECTIONS 7 FRAME ANCHORING DOUBLE & DOUBLE BOXED UNITS 8 FRAME ANCHORING SINGLE & SINGLE BOXED UNITS 9 FRAME ANCHORING CHS UNITS 10 COMPONENTS 11 ASTRAGAL DETAILS 12 1 BILL OF MATERIALS & COMPONENTS DESIGN PRESSURE (PSF) W/0 MUWON REINFORCEMENT DETAIL (2/3) +55.0 -55.0 1V/MUWON REINFORCEMENT DETAIL (3/4) 1 +60.0 1 -60.0 74.25" MAX. DESIGN PRESSURE (PSF) W/0 MUWON REINFORCEMENT DETAIL (2/3) +55.0 -55.0 1V/MUWON REINFORCEMENT DETAIL (3/4) 1 +60.0 1 -60.0 74.25" MAX. 74.25" MAX. OVERALL FRAME WIDTH 37.375' MAX. SDL CHS FRAME WIDTH 6 X (O 6 p 6 � � W = i J O C 3 5 d7 6 6 p OX OR XO (CHS MULL) SINGLE OPAQUE DOOR W/SIDEUTE (CHS MULL) DESIGN PRESSURE (PSF) +60.0 1 -60.0 74.00" MAX. OVERALL FRAME WIDTH 36.38" MAX. DAMM Xx DOUBLE OPAQUE DOOR DESIGN PRESSURE (PSF) +60.0 1 -60.0 37.50" MAX. FRAME WIDTH DOOR v v 0 J SINGLE x OPAQUE DESIGN PRESSURE (PSF) +65.0 1 -55.0 111.00" MAX. 75.62" MAX. O.A. FRAME WIDTH 113.75" MAX. OVERALL OVERALL FRAME WIDTH W/1X MULLION FRAME WIDTH W/1X MULLION REINFORCEMENT REINFORCEMENT 37.375" 37.375" 37.375" MAX. SDL CHS 1-W pTH MAX FRAMEWIDTH � OM " MAX. SIDL FRAME WIDTH ® � T ® � Fin g O � = J J4�v o { CO 0 J ' AcmE ALIM I AcnVE I 2MAX. MULLION—F— MULLION -- [ - -- --MULLION D.L.O. REINFORCEMENT REINFORCEMENT REINFORCEMENT OXO (CHS MULI) XO OR OX (BOXED) OXO (BOXED) SINGLE OPAQUE DOOR SINGLE OPAQUE DOOR SINGLE OPAQUE DOOR W/SIDEUTES (CHS MULL) W/SIDELITE (BOXED) W/SIDELITES (BOXED) DESIGN PRESSURE (PSF) IDESIGN PRESSURE (P IDESIGN PRESSURE (PSF) +60.0 1 —60.0 1 +60.0 1 —60 1 +60.0 1 —60.0 N.T.S. BY.. EW Iir: LFS NO NO.: S-2729 1 OF is 8.12 6.12' v cV d} � v N O I 4 SIDELITE PANEL ®I _a DOOR PANE I ri'� HORIZONTAL CROSS SECTION J DOOR PANEL GLAZED VERTICAL CROSS 2 SECTION SIDELITE PANEL N E IO OPAQUE VERTICAL CROSS SECTION DOOR PANEL N.T.S. er: EW BY. LFS NG NO.: 5-2729 2 OF I 33 29 1-3/8" MIN. 36 2 EMB. (TYP.) 1/4" MAX. Jf' HIM SPACE OSEE NOTE 1 P) SHEET 3 0 .,, w a J ;��7- O v SEE NOTE 1 45 •a ?•. • :d INTERIOR N SHEET 3 ' :c > o ' INTERIOR y.:' • .� 2� LLJ uj N tl v �,j;.•. . f • 1/4' MAX. a . f SHIM SPACE EXTERIOR 5 (TYP.) 1.14" MIN. EXTERIOR PENETRATION SEE NOTE 7 •30 SEE NOTE 7 SHEET 1 36 2 ZSEENO SHEET 1 31 SHEET 1 L 1 \ HORIZONTAL CROSS SECTION ArPT°Ve 3 ® SIDELITE JAMB 5 VERTICAL CROSS SECTION F}aonl�llLm0 3 SHOWN W11X SUB —BUCK SUBSTITUTING °pCONCRETE SCREWS FOR SCREWS Pro3 Di"\L2 51 51NOTES By 1. ITEM #43 — #9 X 2-1/4" PFH 19.7" FROM 6" FROM SCREWS THRU JAMB INTO SIDELITE END & 27.4° END & 27.4" LOCATED ® 6", 27", 50-1/4", & MAX. O.C. MAX. O.C. 72-1/8" FROM TOP OF FRAME TYP. BOTH SIDE JAMBS. SEE NOTE 1 INTERIOR 2. SIDELITE IS GLAZED, DOOR IS OPAQUE. SHEET 3 48 2 zs r[r[ ILLIV IY UIYII — YYuI mLuNrumuLmCI NON— RENF. MULL 0 HORIZONTAL CROSS SECTION 3 O HINGE JAMB EXTERIOR NOT SHOWN 1/4" MAX. EXTERIOR SHIM SPACE 7 (TYP.) 1.14" MIN. sh the PENETRATION atrol (_ ?_) HORIZONTAL CROSS SECTION 3 ® HINGE JAMB rrtA CTIV ` AIN CTIVE 23 EXT- ERIOR HORIZONTAL CROSS SECTION 3 ® ASTRAGAL : N.T.S. BY: EW an LFS he ND.: FL-2729 _2L av 12 3 m 0 1 /4" MAX. SHIM SPACE 33 (TYP.) 29 NOT SHOWN 3 36 22 21 ��• INTERIOR 8 EXTERIOR 23 3i 1.1 4" MIN_ PENETRATION L_ 1 HORIZONTAL CROSS SECTION 4 LATCH JAMB I 1101V �\ EXTERIO SEE NOTE 7 SHEET 1 6" FROM END & 27.4" MAX. O.C. 19.7" FROM END & 27.4" MAX. O.C. U NOT SHOWN MULLION W/ 1X REINFORCEMENT �2 HORIZONTAL CROSS SECTION 4 J LATCH JAMB EXTERIOR MULLION UNIT — WITH 1X REINFORCEM Nr HORIZONTAL CROSS SECTION 4 HINGE JAMB SEE NOTE 1 SHEET 3 Approvd a complying wife the Fiwida Buildingg C.d. NOAN__.105 naia�isni Dad. Frod-1 rcr ux.11 Yo�sfo w '`la4 N�� : N.T.S. BY. EW BY.. LFS NO NO, FL-2729 4 OF 12 54 ro A 35 56 4 in cm SEE NOTE 1 0 d z 48 SHEET 3 INTERIOR 54 57 12 26 S cra•:a 0 33 So 24 26 EXTERIOR 54 3 18 CHS MULLION ATTACHMENT AT HEAD° z (2) #56 THRU HEAD INTO MULLION Ptn {--0 Ws' ZW mEn J NN I HORIZONTAL CROSS SECTION w00 w Otn 5 O HINGE (CHS) W/INTtGRAL MULLION 35 Qoy N xcr INTERIOR oz o U 48 SEE NOTE 1 0 SHEET 3Lu a o Lo oc J Z W W oz / G R Z O ww 50 EXTERIOR Appravedusi.dng cvit}f the am C' 23 FI aids Ruddin5C.Cod.: C DatCi1 Z SOD p N N NOA3 s4 ate{//-��r > > Iviiarni Dadc . raduct Ca tml � � n 3 Divi 7 55 9 19 7 oo� � 55 a 56 21 N z o U NOT SHOWN 22 CAM 10 05 O6 22 HORIZONTAL CROSS SECTION SCALE N.T.S. 5 ® LATCH (CHS) W/INTEGRAL MULLION DWG. ew EW tl CKI By. LFS 3 CHS MULLION ATTACHMENT AT SILL DRAWING ND.: 2 56 THRU SILL INTO MULLION 5-2729 °a N sx�r S aF 12 2-1/2" MIN. 2-1/2' MIN. 7 FROM EDGE FROM EDGE (TYP.) (TYP.) 5 000, y... r. .-.- Ummml `QVERTICAL CROSS SECTION - � / SHOWN W/1X SUB -BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS SEE NOTE 7 SHEET i 36 z o 4 t� \= 35 a �V) SEE NOTE 1 INTERIO EXTERIOR VERTICAL CROSS SECTION 5 HEAD JAMB — SIDEU E INTERIOR EXTERIOR CL 7 35SEE `;'•` 48 NOTE 1 \ m 50 M � I W i 44 .d .•ram.. .. - 2-1/2" MIN. 2-1/2" MIN. FROM EDGE FROM EDGE (TYP.) T (TYP.) rf� VERTICAL CROSS SECTION \,_V OUTSWING - SIDELITE APP—d n emptying uilh We Finrid-D.ildi %Cue* pwe F6/i2/ 2er>ri� :�ri Dzno Product Conhol NOTE 1.ITEM #48 - #9 X 2-1/4" PFH SCREWS THRU HEAD & SILL JAMB LOCATED 3" FROM EACH FRAME END AND ON CENTER LINE. � I -I 1 1= C, z � a � � m Z �u U o Z 10/05 06 z N.T.S. BY: EW m BY. LFS 3 nG NQ: v S-2729 0 6 of 12 �. J I l 1 / \SEE 33 W/2X BUCK DETAIL 1 ORNSTALLATION w/1X BUCK \ �j oa ASTRAGAL - SHOWN FOR REFERENCE \A 44 TYP. SILL/- SEE NOTE 1 SEEDETAIL 21 INACTIVE I MASONRYa I OPENING FRAME 2X 5 INSTALLATION - / SEE NOTE 1 TYP. HEAD & JAMBS U FRAME ANCHORING U XX (OUTSWING) 33 W/2X BUCK >} INSTALLATION 23A 25 W/1X BUCK o_ O w INSTALLATION I- Z SEE NOTE 2 m d INACTIVE ACTIVE o X IL BUCK 33p,W/2X NSTALLATION o kJ/7X BUCK 50o NSTALLATION SEE NOTE i (.� L DETAIL 1 ® HEAD � 4.5" 4" 6" I 11�JJ 1 I II !1 \DETAIL 1 w/zx BUCK 33 INSTALLATION iD MASONRY OPENING w/iX BUCK 5 ci - / ASTRAGAL - INSTALLATION SEE NOTE 1 - _ O a FRAME 1` a -51 TYP. JAMB 10 JAMB SHOWN FOR TYP. HEAD & JAMBS ®BUCK ri v W/0 3/4" REFERENCE .- 2X BUCK - N MULLION Lcy\ E 1 r TYP. JAMB jL 2W/3/4'ACTIVEI TO JAMB TIVE I I MULLION J INF. MULL i9 19 19 19 19 FRAME ANCHORING 19 OXXO (BOXED) OUTSWING MULLION REINFORCEMENT SEE NOTE 2 43 23 STRIKE PLATE DETAIL ® ASTRAGAL INACTIVE ACTIVE i 44 I o, - � W oz tL EXITERIOR 24 26 0 0 a � DETAIL o 2 33 � ® SILL i 24 T � co Apprwedas cnmplyiG 16.'• �Hf' wurida Building cods w rn DaL^ FERFF�1 �t2s! 26 0 0 � NOAt! �_ Z hri.un: Dade Produu Control Z — M02 ai \�La4 4N�1� M NOTES HINGE DETAIL � ... 1. 1/4" ELCO OR ITW CONCRETE SCREWS ANCHORING FRAME AND/OR SILL REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1-1/4" EMBEDMENT. 2. 3/16" CONCRETE SCREWS ANCHORING ASTRAGAL STRIKE PLATE AT HEAD OR SILL REQUIRE A MINIMUM 2" CLEARANCE 70 MASONRY EDGES AND A MINIMUM 2-5/8" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. 41 N.T.S. er: LFS NG NO.: S-2729 7 of 1: 6" UD tiv8" 1 33 W/2X BUCK / INSTALLATION OR 4ASONRY IV/ix BUK OPENING / 5 INSTALLATION O SEE NOTE 1 o� JAMBS 0 BUK FRAME r 44 TYP. SILL 2X BUCK \ SEE NOTE 1 ACTIVE \ "+ 1 1 _ 1 I� 33 W/2X BUCK INSTALLATION MASONRY _ oR 5 W/1X BUCK OPENING U / N INSTALLATION SEE NOTE 1 d 33 i� _ N TYP. JAMB TYP. HEAD & JAMBS 0 BUCK FRAME TO JAMB W/3/4" I` N MULLION 2X BUCK \ �- \ N TYP. SILL j \ 44 SEE NOTE 1 AI.IIVC I t I INAu1IV i9 19 I9 0.75" MULLION FRAME ANCHORING XO OR OX (BOXED) 4W/MULLION REINFORCEMENT 4" 4" 4" 6" MASONRY OPENING FRAME 2X BUCK to II Il 11 it W/2X BUCK 33 INSTALLATION _ TYP. HEAD, ENTYP. JAMB 0eR W/1X BUCK SILL & TO JAMB �W/3/4„ INSTALLATION JAMBS - - SEE NOTE 1 N MULLION TYP. HEAD & U JAMBS 0 BUCK N r N - \ - s— — I 1 I I ACTIVE I I 19 19 19 19 0 , 75" L 0�5" 19W MULLION FRAME ANCHORING MULLION OXO (BOXED) W/MULLION REINFORCEMENT TYP. SILL 44 SEE NOTE 1 O N N STRIKE PLATE DETAIL © JAMB 4 w 0z of Ili ❑. 4 26 0 0 Ca COo �� z � wN T000 0 Z K MOS a I� NOTES: 1. 1/4" ELCO OR I7W CONCRETE SCREWS AINCHORING FRAME AND/OR SILL REQUIRE A MINIMUM, 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1-1/4" EMBEDMENT. A i � ci oO1 oz oom ei i V N •• o V Z N z 9�+0 00 � 0 mda m°c 0 u o z 3 � zX �y Zm �w m ¢z woo � z_ cy 03 0 Lu � � z I I W W , > d mn � z oo� m z N O OO z DATE.10105106 Z sm N.T.S. 5 M. BY: EW m CHK. BY. LFS 3 DNAWING NO.: m S-2729 m sarr 6 or 12 6 -:• �"4" 1 F, I 1I 1I ! / / W/2X BUCK 33 INSTALLATION MASONRY _ / OR - OPENING W/1X BUCK 5 / INSTALLATION O SEE NOTE 1 - _ O tl CH TYP. HEAD & n FRAME MULLION JAMBS 0 BUCK SHOWN FOR _ REFERENCE 44 lyP. SILL 2X BUCK SEE NOTE 1 ;ACTIVE I f f i FRAME ANCHORING OX OR XD (CHS) W/INTEGRAL MULLION 6" 4"4.4, � I 11 ll II Il / W/2X BUCK 33 INSTALLATION in MASONRY / oR _ OPENING W/1X BUCK / INSTALLATION 5 O CHS SEE NOTE 1 _ O a MULLIONTYP. HEAD FRAME SHOWN FOR IAMBS 0 BUCK r j REFERENCE _ \ 44 TYP. SILL 2X BUCK SEE NOTE i io 1 l l 1 ACTIVE 32 19 FRAME ANCHORING 32 19 , OXO CHS) W/INTEGRAL CHS MULLION 0 q Lo STRIKE PIJITE DETAIL 0 MULLION J �w oa w 4 26 0 0 '� a mo wo z f� - w W Appmrcd as camplyillgwiih tic- 28 o J o Z ? Fla[ida Building Code i7a:e 2zl ZOO r�0= NOA4ab—IfL3_0s P.Iis:ni L`ada Product Conlml HINGE DETAIL NOTES: I. 1/4" ELCO OR fTW CONCRETE SCREWS ANCHORING FRAME AND/OR SILL REQUIRE A MINIMUM 2-1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT CONCRETE SCREWS WITH MINIMUM 1-1/4" EMBEDMENT. N.T.S. aY: EW m er: LFS ? NG NO.: � S-2729 0 N 9 OF 12 11 TOP RAIL 45 TOP RAIL DOOR SIDELITF � ---{ 1.562" � �{ 1.562" � to 9 30Tf0M RAIL TE 47 BOTTOM RAIL DOOR SIDELr 1.891" N iV 1D O 46 SlDELITE STILE 6 LATCH SIRE SUPPORT 4.560" 1.220" l� 1 O Lo 1� O 1 �1 SILL —TO —JAMB KIT DETAIL OPTIONAL 2.362" 2.362" �{ N I O i7 LOCK BLOCK .305" HINGE STILE EDGE �1 LATCH STILE EDGE 4.560" �{ 2.435" ---I O 0 O O tq 0 '�7' 5' I --{ 1.22" PHN mi 13 HINGE STILE SUPPORTER 1.250" M N t �I �— .750" O3 4 JAMBS M'1 r— 3.250" -----I F-- 2.250" QQ53 1X REINFORCED MULLION APXr cdu complying wirert� Dloridn Beilding Code 2 20o S MIN" °� .6r 2.500 Dd cy L1 P,oduCc4� pA S BY ISMS T ( 3 JI (�3 �\J 2.000" f — — 12.250" F — <1 CHS INTEGRAL MULLION �� MULLION Y CHS (OX, OXO) W/OUf REINFORCEk,ENT Z a Z i% 2 a 0 "NO.: M. LIPS afEEr 10 OF 12 m ALUMINUM ASTRAGAL ASSEMBLY BY ENDURA PRODUCTS 0.052" o N --1 1.750" ALUMINUM ASTRAGAL �J BY ENDURA PRODUCTS DEAD BOLT (THRU HOLE) LATCH (BLIND HOLE) 8ALUMINUM ASTRAGAL BY ENDURA PRODUCTS p O 1.625" � � 1.625" uq 411 TOP BOLT RETAINER 1 TOP BOLT RETAINER 41AM.ATL: HOPE M.ATL• ALUMINUM LENGTH: 4 314" LENGTH: 9 314" APP[m'cd m wfi i7 flori[�j3uit�1i "C b8tvith lb. 19.625" p Dwt pf i Zf, 7 NOAl1,p�J i - y� Miami lY,u'fc Prod niv' io / r T} BY w 4•µc[� 1 �Z SLIDE 8OLT ROD STEEL NOTE 1. (12) OF ITEM #48 ASTRAGAL RETAINING SCREWS LOCATED (2) ® 2-1/2 (1) ® 3-1/2", (1) ® 10-1/2", (1) @ 18-1/2", & (1) ® 26-1/2" FROM THE TOP OF ASTRAGAL AND (2) 0 2-1/2", (1) 0 3-1/2% (1) @ 10-1/2", (1) ® 18-1/2", & (1) ® 26-1/2" FROM THE BOTTOM OF ASTRAGAL s 3 N .-, Z 10105106 N.T.S. [ en EW d sr. LFS 3 5-2729 1 i oe i2 G I FIBERGLASS SKIN BY TRINITY 0.079" MIN. THK. W/FIBERGLASS YARN REINF. FIBERGLASS 2 SIDELTTE JAMB - FINGER -JOINT PINE WOOD 3 HINGE & LATCH JAMB - FINGER --JOINT PINE t4OOD 4 HEAD JAMB - FINGER -JOINT PINE WOOD 5 1/4" X 3-3/4" TAPCON (ELCO OR ITW) STEEL 6 LVL LATCH STILE SUPPORTER POFLA12 7 OUTSWING THRESHOLD (HIGH RISE TYPE)(ENDURA PRODUCTS INC.) ALUM./COMP. 8 STRIKE PLATE SCREW #8 X 2.0" PFHWS (2 REQUIRED PER STRIKE PLATE) STEEL 9 COMPOSITE BOTTOM RAIL PVC 10 DOOR PANEL CORE FOAMED IN PLACE BY TRINITY POLYURETHANE 11 COMPOSITE/LVL TOP RAIL PVC/LV! 12 WEATHERSTRIP GEBD650 Q-LON FOAM 73 LVL HINGE SALE SUPPORTER POPLAR 14 COMPOSITE HINGE STILE EDGE PVC 15 BEAD 1/4" WOOD 16 COMPOSITE LATCH STILE EDGE PVC 17 LYL LOCK BLOCK POPLAR 1B 3.983" X 4.0" HINGE MIN. 0.098" THICK STEEL 79 SILL TO JAMB KTT (OPTIONAL)- PC/AST 21 KWIKSET LATCH GRADE 11 STEEL 22 KWIKSET DFADBOLT GRADE U STEEL 23 STRIKE PLATE STEEL 23A FLUSH BOLT STRIKE PLATE ® HFAD STEEL 23B FLUSH BOLT STRIKE PLATE 0 SILL STEEL 24 HINGE TO JAMB SCREW #9 X 5/8" PFHWS (3 REQUIRED EACH HINGE) STEEL 25 3/16" X 3-1/4" TAPCON STEEL 26 HINGE TO DOOR SCREW 19 X 1.0" PFHWS (4 REQUIRED EACH HINGE) STEEL 27 LIRE FRAME SCREW 1�8 X 1-1/8" SELF THREADING STEEL 28 7" INSULATED LAMINATED GLASS (INTERLAYER DUPONT BUTACITE) 7/8" TEMPERED - AJR - 1/8" HS - .090" PV9 - 1/8" HS GLASS 29 2X BUCK WOOD 30 1X BUCK WOOD 31 MASONRY CONCRETE 32 MULLION BASE KIT- pC/- 33 JAMB TO BUCK SCREW f I O X 2.5" PFH WS WITH MIN. 1.14" EMB. STEEL 35 LATEX CAULK LATEX 36 1/4" MAX. SHIM SPACE WOOD 37 LITE FRAME BY TRINITY UNDER SEPERATE N.OA• PC/ASA 38 SCREW PLUG- PC/AST 40 ASTRAGAL (ENDURA PRODUCTS INC.) ALUMINUM 41 BOLT RETAINER _ 42 FLUSH BOLT STEEL 43 3/16" X 2-1/4" TAPCON (ELCO OR ITW) STEEL 44 1/4" X 2-3/4" TAPCON (ELCO OR ITW) STEEL • PC/ASA= POLYCARBONATE/ ACRYLONITRILE STYRENE ARYLATE Ue utarttuN MATERIAL LVL SIDVJTE TOP RAIL POPLAR e LVL SIDELRE SALE POPLAR n a a LVL S7DELITE BOTTOM RAIL POPLAR z n m n #9 X 2-1/4" SELF DRILLING SCREW STEEL m` z° d 10-32 X 5/8" MACHINE SCREW STEEL u u z w OUSWING SIDELITE SPACER PVC m >'i pO 70 X 2.0" PFH WOOD SCREW STEEL z n m Q E DEAD BOLT STRIKE STEEL 0 1X MULLION REINFORCEMENT Wppp INTEGRAL MULLION (CHS) WOOD ° emaam� o #6 X 1-1/4" PFH DRYWALL SCREW STEEL 3 cY 3 #8 X 2-1/4" PFH SELF DRILLING SCREW STEEL K ! U STAPLE 16 GA GALV. 7/16" CROWN x 1-3/4" LONG STEEL v , o 0 H I 3 y. n 0 4.563" m�w m 3 [V WOQ m 00 i0 ) OQU7 y U cli ace -'vS 0 O cal co 3 0 CELLULAR PVC 3.058" COMPOSITE OUTSWING THRESHOLD w n HIGH RISE TYPE F W wo J z W to aq z O A q V1 as APPrtry dFloria c°riplyin8 with �e rwi� N r DazeJ° Owld�t, Coda �F3 I Z.o NOAY L J W W Miaroi -� 2.010" 1 UiriLi)rt -P/r uetcawrot 00 Dy. l°i.�g�" S l i rr .mow ��o 00 N -+Z it SIDELITE SPACER DATE 10105106 OUTSWING SCAtF N.T.S. MG. sr EW ML W. LFS DRAWING NO-' S-2729 sNEEr 12 or 12