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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 (772) 462-9 553 SCE Y/V�� APPLICATION FOR REPLACEMENT OF St UCie Cou WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS ty & OVERHEAD GARAGE DOORS 1. LOCATIOMSITE ADDRESS: q b00 5 o «--� � 2 I- 2. PARCEL ID NUMBER: -4 1;02o Ov Oro -- 00 © — 3 M DESCRIPTION OF PROJECT OR WORK ACTIVITY: A eta 4� or 4. TYPE OF STRUCTURE: SFR QaV 00 MOBILE HOME OTHER 5. OWNERS INFORMATION n 6. CONTRACTOR'S INFORMATION Name: Pg UiL&Ua—,- � A o!21AC- FLReg/Cert#: CGC-OSS292- Address: g G 0 0 S- Oc; an A-1102 County Cert #. 1-00 31 City::�ee►r► ft � State: � Business Name: Cd',?SY'n.an �1 ��r.s .1n , _ Z:_e l�P-hoae-2.20i r Z®6 Phone Number. 3� 0 -� S �l Email: Email: COMPONENT ID. ` .. PRODIICT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS ':SKYLIGHTS .. , -SLIDING: GLASS DOOR SWIl�TG;DOOR. S 4� . 5 $O l MULLIONS. .` OVERHEAD. GARAGE DOOR. [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ _ 8 cl ®• CM FEES DUE: owNER,s AFFIDAvrr: I certify that all of the information contained in this application cor that all work will be done in compliance with all applicable laws regulating construction an PRINT OWNER OR CONTRACTOR/ NAME SIGNATURE OF O R CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF 20 I �__-, BX��—�-- WHO ONALLY ORTT TOME OR O ODUCED /� S—� 1I)Eirrun[ nriur,. ANGELA N`— SIGNATURE OF N Y O NAME OF NOT: MY COMMP9$IO p [� Og3530 • ,+,o,,,o: EXPIRES: Apri112;2015 TITLE: NOTARY PUBLIC COADMMON NUMBER f,,th Bonded Thru Notary public Underwriters NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE TO YOUR PROPERTY'W1 I 'YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR'AN` ATTORNEY BEFORE R7 YOUR NOTICE OF COZMERYEHE T. Property Appraiser - St.Lucie Cour'!L-= ,FL Page 1 of 1 Peter Ullmayer Record: 1 of 1 Property Identification Site Address: 9600 S OCEAN DR 202 Sec/Town/Range: 02 :37S :41 E Map ID: 45/02N Zoning: PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 4502-620-0006-000-9 Account #: 125653 Use Type: Condo Q� _- City/Cnty: St Lucie County Ownership and Mailing Owner: Peter Ullmayer Angela Ullmayer Address: 9600 Ocean Blvd # 202 Jensen Beach FL 34957-2338 Legal Description EMPRESS CONDOMINIUM UNIT 202 (OR1175-1621) Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 206900 Land Value: 0 Acres: 0.02 9/18/1998 129000 00 WD 1175 / 1621 Assessed: 206900 Building Value: 206900 1/19/1989 130400 00 WD 0620 / 1039 Ag.Credit: 0 Finished Area: 1299 SgFt Exempt: 50000 Taxable: 156900 Taxes: 3368.58 BUILDING INFORMATION Exterior Features View: 3900 - Ocean View RoofCover: - RoofStruct: - ExtType: X046 - EmpressCondo YearBlt: 1988 Frame: - Grade: X46B - EmpressB EffYrBlt: 1988 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: - PrmintWall: FullBath: 2 HeatType: - AvgHttFl: STD 1/2Bath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth 1 0400-Condo OF -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/paslc/prc.asp?prclid=450262000060009 3/17/2013 Florida Building Code Online - Page 1 of 5 1-Y F l�a7itaa�lr t:r� ut Hot Topics Submit Surcharge Stats & Facts Business-/ ) Professional 01, ;� USER:PublcUApproval ser Regulation Publications %C Staff BCIS Site Map Links Search WW9147,KdIZT.MrM Ft Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email FL15180 New 2010 Approved _.1;w —D Z,� / 8T. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO p CE REVIEWED BY DATE —L{ PANS A D PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright TIiF-9E PLANS AND ALL PRnpn,SEQ WpRK rickw@rwbidgconsultants.com ARE SUBJECT TO ANY COMEIC1�ioNSm Technical Representative Scott Johnson IRA EQURED,Al �A ' `� Ci RS IMT Address/Phone/Email 5200 W Century Blvd. MAY ®E PNC IEI i IN 0-A To Los Angeles, CA 90045 COMPLY WON 4 A", C00 + (440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell CONCEALED FASTENERS 0 `� y Address/Phone/Email 5200 W Century Blvd. R ATTAGHMEN`S: ;rr Los Angeles, CA 90045 ARE THE RESPONSIBILITY OF THE \ (440)969-9773 Ext16 ronoconnell@plastpro.com CONNCTOR OF RECORD Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Recei d Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FLIS180 RO COI Certificate Of Independence odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOwtDasidcHd6ieP8HC___ 1/3/201,3 Florida Building Code Online f� Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15180 RO EouiV of STANDARDS.pdf Method 1 Option D 02/07/2012 02/26/2012 03/05/2012 04/03/2012 2005 1995 1994 Summary of Products J Go to Page v✓ Page 1 / 2 FL # IModel, Number or Name IlDescription 15180.1 a. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door - Outswing (X Grain/Rustic/Mahogany Series N - Configuration) Fiberalass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS180 RO II Inst 15180.1.pdf. Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.1 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.1.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 11 15180.2 b. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N Sidelite - Outswing (OX or XO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RO II Inst 15180.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.2 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.2.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15180.3 c. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N Sidelites - Outswing (OXO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL15180 RO II Inst 151810.3. , , Verified By: Lyndon F. Schmid ; P ,Impact Resistant: Yes Created by Independent Third Le"! Design Pressure: N/A Evaluation Reports mpri Other: See INST 15180.3 for Design Pressure Ratings, FL15180 RO AE EVAL 15180. ' any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 11 15180.4 d. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door - Outswing Grain/Rustic/Mahogany Series N (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RO II Inst 15180.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15160.4 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.4.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars_ https://www.floridabuildi.ng.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8HC.._ 1/3/2013 Florida Building Code Online Page 3 of 5 15180.5 6'8 "Impact Glazed Fiberglass Double Door with =eth/)Wood c/Mahogany Series "Impact" Sidelites - Outswing (OXXO -Configuration) oor Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RO II Inst 15180.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.5 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.5.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15180.E f. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X Fiberglass Door - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RO II Inst 15180.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.6 for Design Pressure Ratings, FLIS180 RO AE EVAL 15180.6.pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 11 15180.7 g. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" Fiberglass Door Sidelite - Outswing (OX or XO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RO H Inst 15180.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party. Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.7 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.7.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. lbitsu.b I n. Smoorn/woodram Senes 11 mpa azed 1-113erglass Single uour with .1.Mp1JCL' Fiberglass Door Sidelites - Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RO II Inst 15180.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.8 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.8.1)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15180.9 1. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Double Door- Outswing Fiberglass Door (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RO II Inst 15180.9.odf j Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.9 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.9.1)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. I j 15180.10 ". Smooth/Wood Grain Series N 8'0 "Impact' Glazed Fiberglass Double Door with Fiberglass Door "Impact" Sidelites - Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A FL1S180 RO II Inst 15180.10.odflm Verified By: Lyndon F. Schmidt R4440 Created by Independent Third Pa Evaluation Reports 1 F Other: See INST 15180.10 for Design Pressure Ratings, FI 15180 RO AE EVAL 15180.1 n any additional use limitations, installation instructions Created by Independent Third flad 0Y MM- and product particulars. SS180,11� k :Smooth/Wood_ 1W-!- 6 8 "Impact, =Opaque Fiberglass SiQgle<Door - Grain/Rum ahogany'Series N --i btswJiV,(X Configuration) Eiberglass-Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 RO H Inst 15180.11.pdf j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.11 for Design Pressure Ratings, FL15180 RO AE EVAL 15180.11.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes j and product particulars. https://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgsidcHd6ieP8HC... 1/3/2013 plastpr® 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING '7MPAc" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC( requirements 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 "HVHT' this product complies with section 1626 of the Florida Building Code and does require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product complies � 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 El996 and Section 16D9.12.4 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. J 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHT'. 8. Inswing configurations do not meet the water infiltration requirements for the "HVHT'. 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. TABLE OF CONi&M SHEET 8 DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring -2X buck masonry construction 6 frame anchoring - I buck masonry construction 7 Bill of materials & components 37.50" MAX. OVERALL FRAME WIDTH ❑0 FM Z Z o 19 LILA LI-=A 0 5 0 0 � om MAX OESTGNI'RESSURE[P5F}' AiMEI�lSlON POSIiIVt= `NEG'Aili/E. 37.50" INSWING X +47.5 -47.5 82.00" 37.50" OUTSWING x +50.0 -50.0 80.50" a e Z � M r<m 4o ���Dg�lkT�a s=a� 0 0 Y owO. ar: JK c.. er. I FL-15180.11 EEr i OF 7 t 0.81^ INTERIOR 1.35" STILE %MENT CK (COMP.) WOOD) EXTERIOR (WOOD) � DOOR PANEL SEE HARDWARE CHART 0.81" 1.2T TOP RAIL (COMP.) I' STILE FOAM CORE (COMP.) (POLYURETHANE- \ 13 PCF MIN.) ��STILEREINFORCEMENT \ (WOOD) 2. S SEC170 WOVEN / FIBERGLASS 0 o INTERIOR INTERIOR EXTERIOR HARDWARETABLE MANUFACTURER MODEL KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES 780) EXTERIOR / DOOR SKIN DETAIL BOTTOM RAIDIU, L:;>:.ILaII T (COMP.) 1 VERDCAL CROSS SEC17ON 2 a =HZ U •E Z8 0' m' a•:� u g dm°c Egg� 'aaIs r. BY: JK K. BY: LFS AWNG NO.: FL-15180.11 ET 2 of 7 R , 1-114" MIN. EMB. (TYP.) ab ' p•, a o d p p INTERIOR EXTERIOR 27 1 HORIZONTAL CROSS SECTION $ Oufsw ng shown - inswing also approved 1-1 Md AAIN ro S 8a �=N Z °�iggn� J �i30a 9`�oEtr�'4 �orQ Ve V7 Z O F U z0 _o Rig cz O mlI I O x a L — N.T.S. IG. BY, JK K, 9t: LFS AV MG NG.: FL-15180.1 1 EEr 3 OF 7 ° d . • ne. .' a ••° EXTERIOR L\��_ INTERIOR n VERTICAL CROSS SECTION q ak PPooeed-Inswng EXTERIOR I INTERIOR °p ea a a 3 VERTICAL CROSS SECTION q Outswing configuration E $n MS .e � 3�iA5ZNz A < < C Znz °a a 40 8 20 7 S `� EXTERIOR v"Wl"A INTERIOR r z EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION � z $ � q Shown w/1 X sub -buck .amsi ZZMEMEZEN m U ° e EXTERIOR INTERIOR ..a G.. a.. Z DATE: 02121112 sue: N.T.S. [41 VERTICAL CROSS SECTION DMJO' BY. JK \,I,j Inswing configuration CHK BY: LFS See general notes, sheet I DRAMG Na: for "HVHP' water infiltration FL-15180.11 requirements sxEET 4 or 7 a . 4n - TYP. HEAD & JAMBS MASONRY 7 OPENING 2X BUCK •sae � BUCK ANCHORING �U �-o 1YP. HEAD „ll & JAMBS MASONRY 71 OPENING FRAME f i 8 !� T MUCK J uJ 'a. a •; ' a a A' STRIKE JAMB FRAME ANCHORING Masonry 2X buck construction g CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supprrer may have different edge distance and denter distance requirements. 2. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortrJolnts. Concrete anchor locations noted as'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar jot its, additional concrete 3 anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ............ cH1�R T1'P ..:.,:. AN .. .. •.:::::.SIZE ,,:•:.-:.: M!N MBEQl4i! PtT.,• ......... . ........... -1 W .Q.9 R. . . ... AN E r9 . ..:.NMAa N1�Y? t �aE.:::.::; ....... .............................................. MJN Gt STRANGE cl ::, 11?1k 1?NTAM FIC?R:'ii. ITIN 1/4, 1-1/4" 2-1/2" 3" ELCO 1/4" 1-1/4" 1" 4" LATCH & DEADBOLT DETAIL N HINGE JAMS HINGE DETAIL G. erg JK w BY: LFS SWING NO.: � FL-15180.11 I EEr 5 or 7 4 a. J TYP. HEAD &JAMBS MASONRY7. OPENING FRAME I X BUCK 0 ,q - 1.4 STRIKE JAMB FRAME ANCHORING HINGE JAMS Masonry I X buck construct on CONCRETE ANCHOR NOTES: I. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2 Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance tc mortar joints. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortorloints, additional concrete LL anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 6 3. Concrete anchor table: ............... ............... ..... .... ..... .......... ...... ... ........ f . ... .... -* ........... . . .... ** . ...... ............... ............ .......... ........... ... .. ........ . ... .4, ............ ....... ............... ........ WHED ENT .. .......... A * S , 0 , N , W * E6 , N * r * A , NC , RW� ITW 1/4' 1-1/4" 2-1/2- 3" ELCO I/IV 1-1/47 1. 41 ITW j 3/I6" i 1.1/,r j 2-51W j. 2-1/4' E MEN= hA z Y, — 0 XZ O Js HINGE DETAIL LATCH & DEADSOLT DEWL 0' en 'K EFS SWIMS FL— 15 180.11 m 6 of 7 BILL OF MATERIALS DFM # DESCRIPRON A 1XBUCKSG>=0.55 MAiERML B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX, SHIM SPACE WOOD D 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACT STEEL 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW H 1 /4" x 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL I _ .1 /4" X 2--I - -PFH ELCO OR ITW CONCRETE SCREW STEEL I J _ _1/_4' X:3-3/4" PFH ELCO'OR-ITW'CONCRETE SCREW STEEL K #9 X 2-1/2 PFH'WOOD SCREW `— STEEL FL' #8 X 2-1/7' PFH WOOD SCREWK STEEL �M #8 X 2" PFH WOOD SCREW STEEL 7 FORCE 5 WEATHER STRIPPING I 1 ENDURA STEEL 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4" X If, BUTT HINGE FOAM 10 #9 X 1" PFH WOOD SCREW STEEL 11 #9 X 3/4' PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS STEEL 21 POLY FIBER JAMB WOOD COMP. / D L 27 LATCH STRIKE PLATE 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY DLP STEEL STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA ALU D 31 OUTSWING BUMP THRESHOLD VINYL 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. ALUM, 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA PVC 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WO 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS ALUM./WOO �4.56"� in., 4.56"----------- c 236" IDE �rF1 63 NG THRESHOLD 4.69' 31 OUTSWING BUMP THRESHOLD 20 HEAD A S Jamb &ADJUST M1NSWI 4.58' 2.03" — ►j z z o a z Z a0 1 OUISWING THRESHOLD BY D!P DAB; 02 21 12 ° z sM&, N.T.S. D JK m c ar: LFS 3 DRAMNO No.: 0: FL-15180.11 w 0 SHM 7 OF 7 N 7� z° • I d G 21 HEAD 6 SIDE Polyfiberfambj; a • z I 'e 4.56" o �iADJUSfABLEINSWINGTHRESHOLD zo D_��a U