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HomeMy WebLinkAboutSUBMITTED PAPERSPERMIT NUNtb.;it: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCAIVV ED Fort Pierce, FL 34982 8 (772) 462-1553 St. LUC/oz C011nty APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 149 s 't ptw w i L( � CLi J �,r�cr, , 'PAL m 2. PARCELED NUMBER: 4z ? � ' �J - 002I -000 -s- 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF 5. OWNERS INFORMATION MOBILE HOME 1 OTHER Name: 0 `ZO&E:' Address: I S VV i Lo OIJ rz, City: EAAM 41'0 State: f-V Zip: 5 O1. Phone: T? -`Z 1- Email: rD6,1r'C' L- CUYh C— 6.. CONTRACTOR'S INFORMATION FL Reg/Cert #: 6' 45-6 J �d q. County Cert #• -!5,Le—' 6, Business Name: V--UEI11�64 Phone Number: -7-zi 7,o 3— D SS 3 Email: (; z U ✓1 c-o s-6n l k et<s( M aA I . c. ayYL COMPONENT ID. PRODUCTDESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLAS&DOOR .: , SWING DOOR . +_ 3 '0 o O 'MULLIONS - OVERHEAD GARAGE DOOR 14�Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ : .00 () FEES DUE: OWNER'S AFFIDAVIT: 5 ( ov F- I certify that all of the information contained in this application correct and that all work will be done in compliance with all applicable laws regulating construatiorrn-- 21 z" ng. P-0 EU t3 / PRINT OWNER OR CONTRACTOR/QUALIFIERiN/A;ME S'IGNATURE OF OWNER OR C CTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF. 1A l 3IGNA D BEFORE E THIS �L� DAY OF 20-0 BY ME OR WHO HAS PRODUCED &1�-1 OF NOTARY TYPE OR PRINT NAME OF P TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYI TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN YOUR NOTICE OF COMMENCEMENT. TION. � k <<FY Property Appraiser - St.Lucie County, FL Page 1 of 1 David R Robb Record: 1 of 1 Property Identification Site Address: 1495 NW WILD OLIVE CT Sec/Town/Range: 26 :37S :40E Map ID: 44/26S Zoning: PUD Ownership and Mailing Owner: � David-R-Ro1 q_), , Address: 1495 NW Wild Olive Ct Palm City FL 34990-8072 Sales Information Date Price Code Deed 6/16/2011 295000 0001 WD 2/5/2008 100 01 WD 12/4/1990 462000 00 WD PROPERTY RECORD CARD «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 4426-815-0021-000-5 CIE qq' Account #: 129381 Use Type: SF Res City/Cnty: Saint Lucie County Legal Description HARBOUR RIDGE -PLAT 13- BUTTONBUSH VILLAGE UNIT 14 (OR 3306-1965) Assessment 2013 Book/Page 2013 TRIM: 292600 3306/1965 Assessed: 292600 2936 / 0371 Ag.Credit: 0 0718 / 1294 Exempt: 50000 Taxable: 242600 Taxes: 5094.64 BUILDING INFORMATION Total Land and Building Land Value: 83600 Acres: 0.39 Building Value: 209000 Finished Area: 2621 SgFt Exterior Features View: - RoofCover: TC - Clay Tile RoofStruct: HP - Hip ExtType: HA- - HA- YearBit: 1991 Frame: - Grade: A- - A- EftYrBit: 1991 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA - FrcdHotAir AvgHUFI: 1/2Bath: 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. Use Type Type Measure SWAV - RES POOL AVG Y 1 450 AV AV 1991 1 0100-SF Res BI -Site 1 PA01 - POOL DK-AVG Y 1 774 AV AV 1991 ENC2 - POOL ENC-AVG Y 1 1305 AV AV 1991 SPA - SPA -HOT TUB Y 1 81 AV AV 1991 PHTR - POOL HEATER Y 1 1 AV AV 1991 DWBP - Drive-BrkPav Y 1 720 AV AV 1991 Depth THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. h4://www.paslc.org/paslc/prc.asp?prclid=442681500210005 8/28/2013 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 4 1- V 15' COZZI ` 000. r State of Florida County of St. Lucie 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. if availa General description of improvement: 11v"�'ItCL.I.I rl 1W OF 1 PL191 RDO-V Owner information or Lessee information if the Lessee contracted for the improvement: Name Address IL--D QLAVE.4 a 3VICIr). Interest in property- ON)IJ F� _- Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: Phone Number: Surety (if applicable,.a copy of the payment bond is attached). Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: I Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by See 713.13(1)(a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of to receive a copy i Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment contractor, but will be 1 year from the date of recording unless a different date is specified)_ I- O U t U U Z IY a LLI V F a o ti t LL C-4 O� Q o00 N rn U ~ N N 6w 3: D cr) 0 , I_Oao W(0.,vr uj L0 O m T aF_"'Otr Luzn.m0 0: u:_WUJ JNu.Occ: WARNING TO OWNER: ANY PAYMENTS MADE -BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under p fi Ity of perjury, I declare that I have read the foregoing- notice of commencement and that the facts stated therein are.true to the best of my knqle ge and belief, ; n ature of Owner or 1'essee, or Owner's or Lessee's Authorized Officer/Director/Pa (Signatory's Title/Office) The foregoing instrument was acknowledged before me this day of , 20_, By as for SHERRI KELLEY MY COMMISSION # EE225005 EXPIRES Oc"W 04, 2016 of Perso Type of authority (e.g.officer,trustee) Party on behalf ofwhominstrument was executied .�— Personally known=or produced Identification (SigxetGre of Notary Public- State of Florid (Print, Type, or Stamp Commissioned Nam of Notary Public) Type of Identification produced R W ]l Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O Box 230 Valrico. F1.33595 Phone 913.6599197 Florida Board of Professional En*ms Certificate ofAuthotiMionNo. 9813 Product Category Sub Category 9 ry Manufacturer Product Name Exterior Swinging Therma Tru Corporation o-so c `,; "Smooth Star', "Fiber Classic" Doors Exterior Door Assemblies 118 Industrial D ,{{r Ed�rion, OH 317 r t "Classic Craft" & "Classic Craft Rustic" Glazed Fiberglass Door n Pho°Iie 4 9.299. 40 "Im Inswing i Outswin ct." Scope: This is a Product E"kluaiioore orij .st9e" by R W Building Consultants, inc. and Lyndon F. Schmidt, P.E. forThenna Tru Corporation based o>�Rule`�h peer No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E_ do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitatyons: 1. This product has been evaluated and is In compliance with the 2010 Florida Building Code (FBC) structural requirements excluding 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 areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.12A of the FBC. 4. For 2x stud framing construction. anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-7347.4 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-7347A for size and design pressure limitations Supporting Documents: 1. Test Report No. Test Standard Testina Laboratonr Signed by TEL 06-0718-1 ANSVAAMA/NWWDA 101B.S.2/A440-05 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E ASTM E199611886-02 2. Miami Dade NOA Materials Testing 08-0206.01 Safiex HP Glass Interlayer 3. Drawing No. Prepared by Signed & Sealed by . No. FL-7347.4 RW Building Consultants, inc. (CA #9813) Lyndon F. Schmidt, P,E, 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc, (CA #9813) Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation Issued by National Accreditation and Management institute, certifying that Thera Tru Corporation Is manufacturing products within a quality assurance program that complies with ISOAEC 17020 and /,-� Guide 53. (/ PF 986 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 6/2V2012 P d u h d THERMA,1TRUTHERMA TRL. poIS 1 18 INDUSTRIAL D.R., EDGERTON, OH 43`517 TEL.. (41 9)290-1 7413 "SMOOTH' STAR'; "FIBER CLASSIC'; "CLASSIC CRAFT' ,& "CLASSIC CRAFT RUSTIC" GLAZED :FIBERGLASS DOOR INSWING / OUTSWING 'IMPACT' GENERAL NOTES I. This product has been evaluated and Is In compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hunicdne Zone" (HVHZ). 2. Product anchors shall be as listed 'and spaced as shown on details. Anchor embedment to base indterial Shan be beyond wag dressing or stucco: 3. When used in areas outside of the WHE'requ ft wind bome debris protection this product complies with Secfion.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 E 1996'and'Secion 1609.1.2,4 of the FBC. 4. For 2x stud framing construction, anchoring of these.units shall be the same as that shown for2x buck masonry construction. 5. Site conditions that deviale from the details of this drawing require further engineering analysis by a licensed engineer or registered archilect. TABLEOFCONTENTS DESCRIPTION 1 Typlcatelevolions, design pressures &general notes 2 5moofh5tordooipanel&in' tazingdetails 3 fiberCiassic do : Donal & glazing details 4 Ctassk: crap/Classic Craft Rustic door panel & glazing detals 5 Hor¢ontol cross Sections 6 Vertical cross sections 7 Buck anchoring 8 Frame anchoring -2Xbuck mosonryconstfuction 9 Frame anchoring-IXbuck masonry construction 10 B61 of Materials & Components 74ZT MAX. FRAMEWIDTH _ ... 36.00°MAX. 36..V MAX, _r PANEL _ PANIiMRL)TH WIDTH W/ASTRAGAL 5: = a w x X o X I Lj "SMOOTH STAR", "FIBER CLASSIC "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" x �` s; vCOVERALj A FRAiNE i a 6VERALt� I DESL!afFP S kE v 9 (PFj tE7N f p Q { INSWING 74.50"x82.00" 21.00"x63.2S' +47.0 -53.0 OUTSWING 74.50"x80.62' 21.00"x63.25" +50.0 -50,0 W. FL-7347.4 T f or 1C ORP N Smoo1h51ar 0 0 EXTERIOR 44 © o ,o HORIZONTAL CELLULAR 1 GLASSBRE GLAZING TAPE GLASS GLASS 1 /8" TEMPERED EXTERIOR GLASS •`•""' AIR SPACE 5/32" ANNEALED • GLASS 090"PVBINTERLAYER INTERIOR )BY SOLUTIA) DOW995 2 1/8"ANNEALED OR 4 GLASS SIKA 552 3 SWIGGLE GLAZING SPACER GT GWZINGDEfAIi o I+-1.SS' •+� I�-1.54" -�{ 7-- I T �I I R PRAR 45 R L INGESI)LE 47 KK 'CM. LAIC STILE EXTERIOR 11 111 INTERIOR 2 VERTICAL CROSS SECTION 2 z Q J z o z 0 4/7 7 08 i LE N.T.S. 3 4 an AL m en LFS $ mxa Haa FL-7347.4 0 LT 2 of, 10 ,;; 21.00"MAx. D.L.O. � m Q O HORIZOWAL CROSS• 3, CELLULAR GLASS BITE T 1`THK. GLAZING GLASS TAPE p 1 /8•' TEMPERED EXTERIOR GLASS G AIR SPACE 5/37' ANNEALED GLASS / 090"PVBINTERLAYER INTERIOR I (BY SOLUTLM) §g 1/8'ANNEALED DOW 995 2 n OR 4 GLASS SIKA 552 SWIGGLE GLAZING d C 3 SPACER DO R PANEL RberClassic G1 GIAPNGDEidIL 0 - c �1.54' i I ,•, ,.., T T 1310 g 52 O P 1 55 B 1 NINGESIILE 57 Li�$C r� LATCHSiYIE EVER VERTICAL CROSS SECHON 3 9i h h ° o d 4 4 Up. AL m up LFS 3 vm NO C FL-7347.4 c c T 3 OF 10 21.07 MAX D.L.O. DDOOR PANEL 9as, u Classic Craft Rustic wHINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAJ, ELUOTHI, TAEDA OR SUGAR PINE DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. I Gi 66 EXTERIOR 63 n .1 .4 INTERIOR 72 2 2 4 3 HowoNm CROSS SEC7101Y CELLULAR GLASS BITE do GLAZING 1"7HK. T GLASS 118" TEMPERED EXTERIOR GLASS AIRSPACE 6/32'ANNEALED EXTERIOR GLASS .090" PVB INTERLAYER INTERIOR (BY SCLUTIA) Gt DOW 995 2 1 /8- ANNEALED OR 4 GLASS SIKA 552 SWIGGLE GLAZING 4 3 SPACER 4 0.03Ir Mr VEIMCAL CROSS SECTION AL BA LFS om NO. FL-7347.4 EF _4 OFIC NOTE 1. (111OFM SCREW U 4-1 IT, 18 74-3/e, 7, FROM TO 1.1/4" MIN. EMB. IIYP.) 1 HORIZONTAL CROSS SECTION 5 Insvfng conugu[a1lon 4eHORIZONTAL CROSS SECTION 5 EMB. (T1T TAL CROSS S sub -buck INTERIOR EXTERIOR 3 HORRONTALCROSSSECTION $ Insving cont'igutation u z 8 w z Q M J z2 Zn° 4 17 08 z N.T.S. 3 ee AL m en LFS 3 Ma NMI m FL-7347.4 0 Q 5 of 7 • a 9 E 8 oU EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 Ouhwing configuration EXTERIOR INTERIOR _ 60 50 18 9 � 40 n . 3 VERTICAL CROSS SECTION d Outswingconfiguralion e., . . • . ajd.. a'i ..� .' d . 4,. EXTERIOR � INTERIOR V 2 VERTICAL CROSS SECTION 6 mown wlix sub -buck INTERIOR EXTERIOR mo ® VERTICAL CROSS SECTION d lr woing configuration i 4Z 8.0" 1 ��o�� 3 a TYP. HEAD I ASTRAGAL & JAMBS MASONRY SHOWN FOR OPENING I I REFERENCE Cr U 2X BUCK B3 0 zEn 0 CONCRETE ANCHOR NOTES. MUCKANCHORING 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. Z Concrete anchor locations at the corners may be adjusted to maintain the min. edge z distance to mortorJoInts. If concrete anchor locations noted as "MAX. ON CENTER"must be 1 adjusted to maintoln the min, edge distance to mortarlathis, additional concrete anchors may be requZred to ensure the "MAX ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: . .. ...... .. .. .. ..... . . . mi�w . ... .. . . .... - - ........ . . W i . . .. . . ........................ ................ ...... ... ... . ............... 1z ... ....... ....... SCAM . . ..... ..... .. ....... N.T.S. Dft an AL ITW Ile 1-1pr 2-71r 3' CM or. LFS ELCO 1/,r DPAM NW FL-7347.4 0 SHMI -L OF m h X N E 9 0 HINGEJAMB � 3" ' I � L SEE DETAIL 1 MASONRY TYP. HEAD 8, OPENING JAMBS �3 �I O TYP. SILL SEE DETAIL 2 t rl FRAMEANCHOWNG ASMAGAL SMKEJAMB Masonry 2K buck consituctian CONCRETEANCHOR NOTES: 1. Substitution of equal concrete anchors from a diNerentsuppGermay have different edge distance and center distance roqukements. 2. Concrete anchor locations at the corners may be adjusted to maintoln the min. edge distance tomodarjoinls.Ifconcrete anchor locations noted as MAX. ONCENTER"mustbe adjusted to mainfaln the min. edge distance to mortarjolnts, additional concrete anchors may be required to ensure the MAX ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: ::;:,;..::............._........_...,:..:;:.:;:;5:;jrrY';'.;.._,:,.isc:�i,:i::j7i°::::::::,;..z::;.::::;.vc,.::::::::.c:•:c�;, �SNCHfiR ::.::•7YPl...•...r.:•:c;;; HW ,ANCHOR LZE,:...;a'::ElUfe>OMEM:i::::;:I!/�1Q1111k:; 1/4" MIN 1-11µ" MlN C,GE,gRA;Nl;E7O :>:r:;:•s+?IP.J14C�V17('NCH.AR:•: 2.1/2" gr:::•:::rr.. �,::..:.:r_;.r;v::: s:::::.�s;r hiLN C[r;AhiLNCETQ 3^ R 97 L • o. DETAIL I F ASTRAGAL DETAfl2 BOLT HOLE Ouhw!ng LATCH i DEADBOLT DETAIL HINGE DETAIL ocrauZ ^41K^G1-%L inswing BOLT HOLE rm AL ar LA'S xou NO_ : FL-7347.4 a 8 or 10 ; 6• �� 28 SEE DETAIL 1MASONRY nz T, OPENING TYP. HEAD 8 JAMBS_Jft�' n27 FRAME „'� z LATCH a DEADeoLrDETaa � s IX BUCK TYP. SILL SEE COB DETAIL 2 7 0L c� H zz 10 HINGEJAMB FRAME ANCHORING ASTRAGALSTRIKEJAMB jQ • �I w Masonry IX buck coruhuction CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a dfferent suppller may have dfferent edge distance and center distance requirements. 2. Concrete anchor locations of the comers maybe adjusted to maintain the min. edge dulance to mortarloints. If concrete onchorlocations noted as MAX. ON CENTER"must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX ON CENTER' dmensions are not exceeded. 3. Concrete anchor table: ,.,................ riNCHOR _............ _.....:.: ANCHOiZ`;: 1/4" •::::::::............:............ .:.:::.-:.::::.:::::.:_.::::::.::,::::.::.:::::::., ;:?•;.:; ,';MIN . 1.1/4" 141iN ORBARANCB TQ 2-1/2" •I;:.-::::::.:::::.::::;:•:::.;:::.::::::::::::::::y:. M1Ni4RA(VCE JP ITW 3" ITIN 3/1V 1.1/4• 2-5/8" 2-1/4" o. DETAIL 1 F ASTRAGAL DEWL2 BOLT HOLE Outswing HINGE DETAIL �s,Nas .,GAL Inswhg BOLT HOLE Le N.T.S. ert AL en LFS NW W- FL-734Z4 7 9 ori0 , BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIP17OM MATERIAL n A IX BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL - SMOOTH STAR B 2X BUCKSG>=055FIBERGLASSd S'o W 0 41 SMCSKI 0.0 THI KN SMC ? „ a° C MAX. 1/4"SHIMSPACE WOOD 4 L COMPOSITE�u D 1147 X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 43 DUCHMEF LVL WOOD A W E MASONRY -3,192 PSI MIN. CONCRETE CONFORMING TO ACI 44 HINGE STILE SG>= 0.42 $p I > �! n 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ,ur BOTTOMRA WOOD ° F 1/4" X 1-3/4" PFH ITW CONCRETE SCREW FOAM 2 3 a STEEL P LY RET ANE AM RE - BASF . DENS TY V a. G 3/16" X 31/4"PFH RYV CONCRETE SCREW STEEL 7 LOWBOUREINFORCEMENT WOOD E 8 4 H 1 /4' x 3.114" PFH ITW CONCRETE SCREW STEEL FIBERGLASS DOOR PANEL- FIBER CLASSIC I 1 /4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 51 1BERGLASS M SKIN MI .065 HICKN SMC a r 3 J 1 /4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE 3 1213 K #8 X 2-1/7' PFH WOOD SCREW STEEL 53 LATCH STILE LVL WOOD 8 L # 10 X 2-1/7' PFH WOOD SCREW STEEL 54 HINGE STILE SG>= 0.42 WOOD M #9 X 2-1 /2" PFH SCREW STEEL 55 BOTTO COMPOSITE 1 E)(TERIOR LITE FRAME 6063-T6 ALUMINUM 56 POLYURETHANE E- BASF .9 LBS. DENSITY 2 INTERIOR LITE FRAME 6063-T6 ALUMINUM 7 BLOCK R FORCEM T WOOD y 3 LTTE FRAME TRIM PVC FIBERGLASS DOOR PANEL- CLASSIC CRAFT & CLASSIC CRAFT RUSTIC m 4 #10 X 1-1/Z' PPH SCREW STEEL -9.7 FIBERGLASS SMC SKIMPT.WTHICKNESS SMC '(r 7 MEDIUM REACH COMPRESSION WEATHERSTRIP ERMA-TRU FOAM d COMPOSITE o 8 LONG REACH COMPRESSION WEATHER-STRIP THERMA-TRU FOAM 63 LATH LE LVL WOOD m i. ; 9 4"X4"HINGE.097"THK. THERMA-TRU STEEL 64 HINGE STILE SG>=0.42 WOOD �m U 10 #10 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL BO OM RA COMPOSITE m 12 #10 X 2" PFH WOOD SCREW RIOTE P LYURET A R - AS . D FOAM nI 17 PASSAGELOCK- KWIKSET SIGNATURE SERIES ALUMINUM ASTRAGAL60 T-OUT-TRU ALUMINUM a m 18 THRESHOLD OUTSWING HERMA-TRU OD T A RI PLA E STEEL 19 HEADER JAMB 4.656"X1.25"THERMA-TRU, PINE SG>=0.42 > d32 SIDE JAMB 4.656' X 1.25" THERMA-TRU SG >= 0.42 m LATCHDEADSTRIKE PLKSET SIGNATURE SERIES (180) ! -� � 1,42 131g LATCH STRIKE PLATE a' '--If— DEADBOL P TE STEEL DOOR BOTTOM SWEEP PVC cn INSWING THRESHOLD ERMATRU ALUM./WOOD f-0554" Z dm Y/ 3 TLIiE ME T- E 2 T Frame AO*121" i 1 ^ R S r+- 4,563° 0.063" u �Iauc 4 17 084.563" --�{ t- - 2.359' --{ T-Am N.T.s. Lmm Bh AL Threshold i8 TMaSIIOId 19 30 AD d OE cw. W. LFS 3 96 ASLRAGAL owuwxo xaJ m FL-7347.4 a° SHEET 10 OF 1Q