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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: J 11111 1' i " I' jcrECEIPT: I PERMIT PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 'SC,q� (772) 462-1553 St $ y�z� APPLICATION FOR REPLACEMENT OF tub a2 116/6 Coo WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2. PARCEL ED NUMBER: 1+4 C 10 - � o lt r co L4 ® � 3. DESVTPTION OF PROJECT OR WORK I ►J K) A c_j i ltit �rt 4. TYPE OF STRUCTURE: SFR 5. OWNERS INFORMATION '' Name: -Porl!�— k 1 �. State: _ Zip: Email: M].P010 MOBILE HOME C,Y1--- COMPONENT ID. PRODUCT DESIGN TRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASSDOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR OTHER 6. CONTRACTOR'S INFORMATION I FL Reg/Cert #: C T15 6 q/ 5 J `-7 County Cert #: Business Name: f lu[/4cJ Phone Number: z " Email: a- ! G/C2 IlOL,l, LG4147 . [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ Z�00 ' — FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is a nd at 11 work will be done in compliance with all applicable laws regulating constru ion and nin . ::Y;.c4 PRINOWNER OR Cot O TRACTOR/QUALIFIER NAME SIGNA F OWNER OR CONTRACTOWQUALIFI STATE OF FLORIDA, COUNTY OF AAM ACKNOWLEDGED BEFORE M�F THIS jDAY OF 20 1 q . BY WH911 PERSO Y KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. °SAY - c DAM TROMPS JV/U' � � ,•• � / WIC SI ATU i -O OT Y E OR PRINI NAME OP NOTARY * * MY WWION I EE 133541 s, EXPIRES: September 26 2015 TITLE: NOTARY PUBLIC COMMISSION NUMBER -'TFOF F1oe-O heeded Thm Budget Notary S,,k S NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, and Doors is to be used only for 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 Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ............... ........................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. , 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION: .......................................... Indicate the State of Florida (if applicable) and St. Lucie County contractor's 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 completed and filed with the Department no later than 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC THERMANTRU T H E RsM�AL DR., A T R UToDOORS TEL. (419)298-17413 "SMOOTH STAR"; "FIBER CLASSIC'; "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC°' GLAZED FIBERGLASS DOUBLE DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and Is IncompBance wiih the 2010 FlorldaBuilding 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. debris protection This product complies with Section 3. When used in areas requiring wind bome product meets missil level resistant.1.2 of the FBC and does not require an impact l "W and includes W nd Zone 4 as defined in ASTME 1996 and Sece Section 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 74.62 MAX. FRAME WID1H 36.75' MAX. 36A0'' MAX. PANEL WIDTH �PANELWIDTH W/ASTRAGAL a � x m O O � O P 0 / �NI�I "SMOOTH STAR", "FIBER CLASSIC" "CLASSIC CRAFT' 8 "CLASSIC CRAFT RUSTIC" yr,PRIDE INSWING 74.62" x 98.00" 21.00" x 78.75" +50.0 -50.0 OUTSWING 74.62" x 96.75" 21.0W x 78.76' +50.0 . -50.0 FL-7630.4 - 1 OF 1C 1 t4 f-" 46 EXTERIOR 2 #9 X 3'PFH WS 2 TYP. (4) CORNERS 2 r MAX, D.L.O. 44 f'l-'\ HORIZONTAL CROSS SECTION x 0 4 ) 1 10 liz CELLULAR GLASS BITE I" THK. LA GZING GLASS TAPE I X TEMPERED EXTERIOR GLASPACE �D-QORPANEI 40 '.Ih St. Smooth Star ce 51 1 X4" K. MR, 5/32" ANNEALED 4 GLASS .090'PVB INTERLAYER INTERIOR (BY SOLUTIA) 2 1/8" ANNEALED DOW 995 OR GLASS SIKA 552 3 SWIGGLE GLAZING SPACER GI 9LAZINGDEI r- 0-T ---I T EXrIERIOER INTERIOR K-2"\ VERTICAL CROSS SECTION ANIF 5/20/08 n N.T.S. AL ar LFS G1 56 EXTERIOR 3 /f9 x 3 PSI ws .`Y. 21.00' MAX TYP. (41 CORNERS54 D.L.O. Q INTERIOR i �1 HORIZONTAL CROSS SECTION 0 3 0 X O v 3 0 CELLULAR 1/2 GLASS BITE T I"TNK. GLAZING TAPE GLASS / EXTERIOR GLA SMPERED AIR SPACE 5/37ANNEALED ® GLASS D .090'PVBINTERLAYER INTERIOR (BY SOWTIA) 50 OOOR PANEL DOW 995 2 1 /V' ANNEALED RberClassic OR GLASS SIKA 552 3 SWIGGLE GLAZING SPACER GI GLAiI GD 1 1.21" � � 4.11" 1 54 lOP RAIL 55 BO1lOM RAI! � NINGE SiYIE 53 L4TCH Sit[E EXTERIOR 11 1 1 1 INTERIOR 3VERTICAL CROSS SECTION 6fe AL ar LFS ae�o rro.� FL-7630.4 ET 3 ov 10 � 2 21.00" MAX. _ D.L.O. X v 4 0 , i a 0 d0 DOOR L7ANEL qa ROa06 aa= aff Ruslia R9 X 3° PFH WS TYP. (4) CORNERS O--" EMERIOR all 1 HORIZONTAL CROSS SECAON 4 1/7' CELLULAR GLASS BITE GLAZING 1^T1{g, GLASS TAPE 1 /8" TEMPERED EXTERIOR GLASS " • AIR SPACE 5/32" ANNEALED 4 GLASS .090" PVB-INTERLAYER INTERIOR (BY SOLUTIA) DOW 995 2 118-ANNEALED OR GLASS SIKA 552 3 SWIGGLE GLAZING SPACER GI GLAZING DtTAIL (+ 4.1W 0.037, ( r-1.48� I-�•� i � LATCH SNLE 62 70P RA L EXTERIOR 11 1 1 1 INTERIOR 2 VERTICAL CROSS SECTION 4 > N.T.S. er AL r rsr LFS PING NOq FL-7630.4 T _�L OF 10 t NOTE 1. (121 OF IT SCREW LI 4-1 /2". 18 76-3/B", 9 FROM TO 1-1/4" MIN. 1. 1-INAN. 3 4 5 EMB.(iYP.) 1-1/4"MIN. EMB. (TYP.) 6 6 6 %41 HORIZONTAL CROSS SECTION EMB' (TYP') 5 Shown w/1Xsub-buck I VE 1 HORIZONTAL CROSS SECTION $ Inswing shown - OushAng also approved 2 HORIZONTAL CROSS SECTION \,!,j Inswing shown - OustWing also approved m N.T.S. BY, AL m er: LFS 3 A7N0 No.: m FL-7630.4 cc 0 er 5 or EXTERIOR —"`ram INTERIOR T VERTICAL CROSS SECTION 6 Outswing shown - Inswing also approved INTERIOR EXTERIOR M36 4 VERTICAL CROSS SECTION r�nYnl 6 Outswing configuration ..' ,. •' a .. 3 VERTICAL CROSS SECTION b inswing configuration a EXTERIOR O EXTERIOR d < , . da• a'; d INTERIOR 2 VERTICAL CROSS SECTION Shown wJl X sub4=k INTERIOR b VERTICAL CROSS SECTION 6 Oulswingconfiguration Ot AL Is BY: LFS 4, NNO NO.: C e FL-7630.4 a T 6 OF !Q I I D I1�TYP. HEAD I I ASTRAGAL MASONRY & JAMBS SHOWN FOR OPENING I I I I REFERENCE 2X BUCK—,., o I I II I I I I I I I I I I � BUCK ANCHORING cd �T �� p 6" I I z � SEE DETAIL 1 — g = MASONRY TYP. HEAD & OPENING JAMBS FRAME — o r 2X BUCK — F TYP. SILL SEE HINGE I DETAIL _ — SEE DETAIL 2 1 ri HINGEJAMB CONCRETEANCHOR NOTES: 1. Substitution of equal concrete anchors from a dif/erentsuppller may have different edge distance and center distance requirements. 2. Concrete anchorlocallons at the comers may be adjusted to maintain the min. edge distance to mortar joints. Concrete anchor locations 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° dlmension are not exceeded. 3. Concrete anchor table: ANCH>�Ft ANKH©R M!N ���r eI�A N�ET� Mint �LErA NC •.•_ 7?'PE • , SIB :EMBEDMENT...... il4A5t7NRY J:DG� A,DIACENT AN�F(G/t ITW Mr, 1-1/4" ELCO 1/,V 1.1/4 1" 4" ITW 3/16" 1-1/4" 2-S/B" 1-1/4" a N FRAME ANCHORING ASTRAGAL Masonry 2X buck construction K 97 • . • 0 DETAIL 1 ASTRAGAL DETAIL BOLT HOLE Outswing Inswing LATCH d DEADBOLTDETAIL HINGE DETAIL w: LFS V"G NO.: FL-7630.4 T Z or1L 00 SEE DETAIL 1 _ _ M MASONRY TYP. HEAD & JAMBS © o OPENING _ — FRAME z F \ 1 X BUCK SEE HINGE TYP. SILL DETAIL _ SEE DETAIL 2 HINGE JAMB FRAME ANCHORING ASTRAGAL Masonry I buck construction CONCRETE ANCHOR NOTES: 1. 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 to mortar joints. It concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: <Nrrk!(� ANNOtt ...... .........M �Menrtany mom 2-1/2" >`Nr�an��r+saR 3" ITW 1/,v 1-1/4" ITW 3/16" 1.1/4" 2-5/8" 1-1/4" G 97 0 DETAIL I ASTRAGAL DETAIL 2 BOLT HOLE OutsWng Inswing LATCH A DEADBOLT DETAIL HINGE DE►AIL F: N.T.S. . BY., AL m 1. LFS 3 WING 1,10.1 O m FL-7630.4 °a Er S OF, O � IAT 1.32' 4.563' 7.75' T IIAME -L I ME um. Alum. 18. W. Hl.AD& SIDE I 50 6. SWING MONUMINIAI —1 I-- 0.554!' � L r-T1 5.7T OMFRAMEIIIM "C IB OU I llve36 IANI.GADIUSTA�BLI 0. 1 2C —� r— 0 5.8r, 0.063, zi Z� --i'lF T Coastal P �SIODJU 5.75 5.83 5 me T A T- 5/20/0 N.T.S. OYM. m AL' OR"5ING—CHK. BY. LFS&2.d IGERI I DPAWM N04 34 "MNGCIADJUSTARIE ttueshWdFL-7630.4 1 ld BILL OF MATERIALS ITEM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL R A I BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL -SMOOTH STAR B 2X BUCK SG >= 0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065" THICKNESS SMC �V C MAX. 1/4"SHIM SPACE WOOD 42 TOP RAIL COMPOSITE us m e a Z D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOOD/LVL 8 $ a E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 44 HINGE STILE WOOD 45 BOTTOM RAIL COMPOSITE F I 1/4' X 1-3/4" PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE - BASF 1.9 IRS. DENSITY FOAM _ G 3/16" X 3.1/4" PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL - FIBER CLASSIC - Sv °a H I/4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065" THICKNESS SMC € 1 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSTE a ° J 1/4" X 33/4" PFH ITW CONCRETE SCREW STEEL 53 LATCH STILE WOOD/LVL K #8 X 2-1/7' PFH WOOD SCREW STEEL 54 HINGE STILE WOOD L #10 X 2-1 /2' PFH WOOD SCREW STEEL 55 BOTTOM RAIL COMPOSITE 1 EXTERIOR LITE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE - BASF 1.9 LBS. DENSITY FOAM 2 INTERIOR LITE FRAME ALUMINUM 60 FIBERGLASS DOOR PANEL- CLASSIC CRAFT & CLASSIC CRAFT RUSTIC - 3 LITE FRAME TRIM PVC 61 FIBERGLASS SMC SKIN MIN 0.090" THICKNESS SMC 4 #10 X 1-1/7' PFH SCREW STEEL 62 TOP RAIL COMP05TE 7 MEDIUM REACH COMPRESSION WEATHER-STRIP ERMA-TRU FOAM 63 LATCH STILE WOOD/LVL 8 LONG REACH COMPRESSION WEATHER-STRIP THERMA-TRU FOAM 64 HINGE STILE WOOD m 9 4" X 4" HINGE .09T' THK. HERMA-TRU STEEL 65 BOTTOM RAIL COMPOSITE o 10 #10 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL 66 POLYURETHANE FOAM CORE - BASF 1.9 LBS. DENSITY FOAM 17 PASSAGE LOCK - KWIKSET SIGNATURE SERIES STEEL 96 COASTAL ALUMINUM ASTRAGAL 6063-T5 HERMA-TRU ALUM. 18 THRESHOLD OUTSWING HERMA-TRU ALUM./WOOD 97 ASTRAGAL STRIKE PLATE STEEL �I 19 20 21 27 28 32 33 34 35 36 37 38 HEADER JAMB 4.656"X1.25"THERMA-TRU, PIN SG>=0.42 SIDE JAMB 4.656"X1.25"THERMA-TRU SG>=0.42 DEADBOLT-KWIKSETSIGNATURE SERIES 780 LATCH STRIKE PLATE DEADBOLT PLATE DOOR BOTTOM SWEEP INSWING THRESHOLD INSWING THRESHOLD CS ADJUSTABLE INSWING THRESHOLD ADJUSTABLE INSWING THRESHOLD ADJUSTABLE INSWING THRESHOLD SELF ADJUSTABLE INSWING THRESHOLD IMPERIAL WOOD WOOD STEEL STEEL STEEL PVC ALUM.COMP. ALUM./COMP. ALUMJCOMP. ALUM./COMP, ALUM./COMP. ALUM./COMP. & �m o N EE o N, F �+ 04 �o ro - Z arc 5 22 08 Sum N.T.S. cwc en LFS DRawMc NO.: FL-7630.4 Dwjo! 10 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation "Smooth Star", "Fiber Classic" Exterior Doors Exterior Door 118 Industrial Drive "Classic Craft" & "Classic Craft Rustle" Assemblies Edgerton, OH 43517 Glazed Fiberglass Double Door Phone 419.298.1740 Inswing / Outswin "Impact" Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru Corporation based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business S 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. Limitations: 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 requiring wind bome debris protection this product complies with Section 1609.12 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 1609.1.2.4 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-7630.4 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-7630.4 for size and design pressure limitations. Supporting Documents. 1. Test Report No. TEL 06-0831-1 2. Miami Dade NOA 08-0206.01 3. Drawing No. No. FL-7630.4 4. Calculations Anchoring Test Standard ANSUAAMA/NWWDA 10111.S.2/A440-05 ASTM E1996/1886-02 Materials Testing Saflex HP Glass Intedayer Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 6/21/2012 PF 1007 Sheet 1 of I