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Home My WebLink About1105-0168 SUBMITTAL BOOK ENGINEERING-CIVIL - STRUCTURAL - MARINE SCANNED BY F y ", st L- ucle COURN FILE COPY ENGINEERING, LLC ENTRY DOOR, REPLACEMENT SUBMITTAL BOOK FOR' - - = MIRAMAR CO-NDO-S--- .PROJECT: _ EXTERIOR ENTRY DOOR REPLACEMENT FOR SELECT UNIT OWNERS-. CODE: FLORIDA BUILDING CODE ''(FBC..20.07) WITH 2O09 SUPPLEMENTS'. AND ASCE 7-05- DESIGN PARAMETERS.. EXP. „C I 1.0 INTERIOR INTI INTERIOR INTERIOR INTERIOR JDSOLID ENTRY DOOR TO BE REPLACED SIZE: 36" X 80" FRONT OF BUILDING IS FACING WEST STAIRS DOOR TYPE #A ENTRY DOORILOCATIONS TYPICAL EACH FLOOR ONLY DOORS LISTED IN THE CHART ARE TO BE REMOVED AND REPLACED. - WIND PRESSURES DOOR TYPE POSITIVE PRESSURE NEGATIVE PRESSURE FLOOR HT. (FT.) A 58 PSF -58 PSF • 100'-0" WIND LOADS EXPOSURE: "C" PER ASCEISEI 7-05 WIND VELOCITY:140 MPH 3 SEC.'GUST ZONE 4 DESIGN COMPONENTS & CLADDING IMPORTANCE FACTOR: 1.0 INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ENCLOSED BUILDING DESIGN MEAN ROOF HEIGHT=100'-0" —l—L AINU 31RUE,IURAL NVIL3: I. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE, WITH'2009 SUPPLEMENTS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SI E BEFORE CONSTRUCTION HAS BEGUN.' ALL OBSERVED DISCREPANCI HALL BE REPORTED IMMEDIATELY TO THE ENGINEER. 3. DOORS TO ATTACH TO EXISTING STRUCTURE WITH 1/4"0 CONCRETE SC MIN. 1-1/4" EMBEDMENT PER PRODUCT APPROVAL FL#-5891.2 v� z o� m ,Z r- v�.mv om m mW�: o 0 OAD OCZO[� zoo mOns 0,-o ievn I 1 rZm m<O mom _ z�oz a �.OU-� m Z� D0 OM m REWS WITH CHART OF UNIT OWNERS TO REPLACE ENTRY DOORS: UNIT N OWNER LAST NAME 303 IRWIN 304 BASS 306 COMBS 401 THORSON 402 GOURLAY 46 CHANDLER 504 O'SHEA 603 AUMANN 802 CANTELMO 805 CLARK 901 BURNETT 902 LENN 905 DODGE 906 BERGER 1001 CARUSO 1101 THERIAULT 1102 WHITE 1103 DITREDICI 1104 LOWRY 1105 DEMOPOULOS PROECT: MIRAMAR ENTRY DOOR REPLACEMENT 10.000 S. OCEAN DR. JENSEN BEACH, FLORIDA 772-229-1330 INTERIOR ' 6 OESQU BY. fM mm OF. uD . OEOEO BT: YP ROT DNIE W-Yq-2UIT xwm Woe WSTR Pw SCME AS 9iM PROECT STAIRS DE 00M KKR EXPRESSLY RESEMS JK/ EH CONWN 7A11 COP(Ma AN OMER PROMgN RNRRS. MESS RAYS MO au rlG� �.". NOT 10 8E REPROMO. OWICEO. COPED, OR /SZKD TO ANY On PMR N ANY FGRN W JUIfJFR eN179EKR N11g0T MST ORINNNG iNE E1fPI M VaITEN POUSSUII AM CONSENT Of CSN ENOJEERS. LLC. IRS IJOCUIENT, TIE OXAS MIT a9cR15 oN:aroORAttO WJ0. AS M NSMUWli OF PROfE5 M SERWI, rs tJf PROPERTY Or CSY 110KO S, LLC NIO IS NOT TO RE USW. N WHOLE OR N PART TOR PAY OMER PROJECT IDI)ON THE WJTIEN AUMMUTION OF C92 ENONEUMG. LLC. cw F2IGNEERS, RC WOW c2010 NL RMOR r SNNS S KREED N IJE m Bf THE CONTR ysu INE CDNTRKiOi 6 RE9Y115&( fOR IIE COOmNiMXI OF AlE PJIJRISIRIS. NI. SCALES FOOD MTM TO 24W ROTS CIVIL - STRUCTURAL - MARINE " E zz m ENGINEERIN(3, LLC CSM ENGINEERINS, LLC 189 SW MONTEREY RD STUART, FLORIDA 34994 PH:772.220,4601 FX:772.220.4603 WN74.CSMENfANEERS.00M CUMFrNE CF k)[HI RA71EN: 00026263 DY ANN PERKINS DATE ROROA REfGTERW PRMS90PK ENC M W. 62332 9rtErxurt: ENTRY DOOR NOTES & DETAILS SHEET �: S-1 Planning & Development Services Department Building & Code Regulations Division C OPY 2300 Virginia Avenue ' Fort Pierce, FL 34982. 772-462-1553 FI'LE Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building. permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-1553 -Proleet-Name- - - - --- -�'�rC`FJit►:�P--...O�idS-- ....��` . ,�, ,.:: Street Address 1 p 000' S. OGQG K D r. Permit Number TGnSBn gtaA L Occupancy Type Construction Type Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20 0 -' Edition with 20-09— Supplements and ASCE 7 — Q& 2. Building Design is: Enclosed: ><, Partially Enclosed: Open Building: 3. Mean Roof Height: 100 ff Roof Pitch: Internal Pressure Coefficient: t 0 gj 4. Width of End Zone: f f . Wind Speed: ►h,01% (3 sec. gust) 5. Building Classification Table.1-1. ASCE 7 YC FBC Table 16045 6. Wind Exposure Classification: C Adjustment Factor for Exposure & Height: r • a 7. Components & Cladding Wind Pressure on Roof Zone 1 N 11 2 ^/,4 3 All PSF S. Components & Cladding Wind Pressure on Wall Zone 4tm5"1,9 PSF 9. Components & Cladding wind Pressure on Overhead Garage Door A PSF 10. Loads: Floor A1A PSF Roof/dead N//� PSF Roof/live *%e PSF --- ------ . _ . - -- 11. Shear Walls Considered for Structure? Yes NA No (if No, attach explanation) 12. Continuous Load Path provided? Yes Allq No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes X No_( . if No, attach explanation)S F-E P"Ok'e *tvv'd 14. Minimum Soil Bearing Pressure: Presumptive: "Id By Test: N A PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. tj`/ Name: - iA �� { IS Cert 4: Design Firm CS • I ` 1..►I �QQ.�^t Date S �Q ` �� SLCCDV Form # 020-00 E Revised 2/27/09 (CL) Revised 6/1112010 (IS) �a ?•- £ 1 �.; Planning& D evelopment•Services Department Building & Regulations Division Product Review Affidavit Building Permit # !Owners Name I f I l NI/�Vha-k- C—Qi/1r0 Ap p � licaLLt: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Pressures Design Pressure' Windows Number Type Mullions Fixed Glass ' I Block Glass Skylights i Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation . Roofing Material FL5811. Method of Attachment C'o�cre,� screw w/ 1' y nt,h i I � ' i I have reviewed the above components or cladding and I have approved their use in this structure: These product wind loads and for; specified by current code provisions. p � provide adequate resistance to _ seal . A R. W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No.: Product Evaluation Report FL 5891.2 Date: November 18, 2005 Product Category: Exterior Doors Product sub -category: Swinging Product Name: "Smooth Star" Fiberglass Door "Impact" Single — In -swing or Out -swing Manufacturer: Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 Phone: 419.295.1740 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Therma-Tru Corporation based on Rule Chapter No. 9B-72.070, Method 1 d of the State of Florida. Product Approval, Department of Community Affairs -Florida Building Commission. RW Building Consultants and Wendell W. Haney, 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. This product has been evaluated for use in locations adhering to the Florida Building Code (2004 Edition? C,,Where pressure requirements, is determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 67.0 PSF Negative 67.0 PSF (See Limitations for size restrictions) See Drawing No.: FL 672 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. EVAL 5891.2-PF 863 'endell W.gianey, P FL N6. 54fi5 November 18, :20 Sheet 1 of 3 r:. Limitations 1. The Therma-Tru Corporation 3'0 x 6'8 "Smooth Star" Fiberglass Single "Impact", In -swing or Out -swing Door has been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. This product is not to be used in `Essential Facilities" as defined in ASTM E1996-02 section 6.2.1.1. 3. When used in wind-borne debris regions, this product complies with section 1609.1.4 as an impact resistant product and does not require protection from an impact resistant covering. 4. Size Limitations: Configurations MAX. Frame Width MAX. Frame Height Single X 37.59" 82.19" 5. The Design Pressure Rating (PSF) for the Single units are as follows: Swing Overall Frame Dimensions Design Pressure (PSF) Positive Negative In -Swing .37.59" x 82.19" + 67.0 PSF - 67.0 PSF Out -Swing 37.59" x 80.69" + 67.0 PSF - 67.0 PSF Wendell W. vaney, � FL No. 54158 November 18, 2005 EVAL 5891.2-PF 863 Sheet 2 of 3 • r Supporting Documents A Drawing L. Drawing No. FL 672 titled 3'0 x 6'8 "Smooth Star" Fiberglass Single Door In -swing / Out -swing "Impact" prepared by R W Building Consultants, Inc.'(Florida Board.of Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Wendell W. Haney, P.E. B Tests Performed 1. Testing per TAS 202-94 as performed by ETC Laboratories, Inc. and reported in test report number 01-741-10700.0, dated September 24, 2001, signed by Wendell W. Haney, P.E. C W 2. Testing per SSTD 12-99 as performed by CTL, Inc. and reported in test report number CTLA 980W, dated November 4, 2002 signed by Ramesh Patel, P.E. Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by testing performed by ETC Laboratories, Inc. and reported in test report number 01-741-10700.0. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Haney, P.E. Other 1. Certificate of Participation issued by National Accreditation and Management Institute, Inc. certifying that Therma-Tra Corporation is manufacturing products within a quality assurance program. Wendell Waney, P FL No. 54158 .November 18, 2005 EVAL 5891.2-PF 863 Sheet 3 of 3 Al THE�RM' a'' , U6 TH.ERMA TRU .D❑OR5 1 1 E3 INDUSTRIAL DR., EDGERTON, ❑H 414351 7 TEL. (419)29E3-1740 3rOrrX 6F8FF "SMOOTH STAR" FIBERGLASS SINGLE DOOR INSWING /-OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 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 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM El996. 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 devicite from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET N DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchor ng - 2X buck masonry construction 6 Frame anchoring -1X buck masonry consiructlan 7 Bill of Materials & components 37.59" MAX. O.A. FRAME WIDTH 36.00" MAX• PANEL WIDTH I LQ I 4 w 4 O G fV m ov�Rau—;DESI�� i2�s5�'R� fPs�) stNING OtAAEfJS10Af :'POSi17VR N�GAi'IVE INSWING 37.59" x 82.19" +67.0 -67.0 0UTSWING 37.59" x 86.69" +67.0 -67.0 �o WZ � O JJq 0a 2 4�j 1� GW x5. mT,i U w Of a a E N.T.S. BY. AL BY; WWH VINO NO.: FL-5891.2 a I OF 7 - d . O m 0 3 0 o AO N� o'm 1.54" 0.81" t N = 0 Z ICILLLJ J 0 `E _ �+ 1.5,V N I x :1 O A 0 4 ti N Q m w y O N H m n 1.54" --{ � Z O I T 0 —f n �% zN O to V fJ 2 NO 'DATE I-1 X m _A O ;1 THERMA-TRU ONSULTANTS, INC. FIBERGLASS DOOR 1/1/ P.O. Box 230 Valriao FL 33595 !/U Phone No.: 813.659.81B7 PARV OR ASSEMBLY: Florid. . Board of Professloffibi En9lneen BY DOOR PANEL DETAILS Certlf .te Of A,4thorizatl9d No. 9813 /i REVISIONS wende11 W. .E. No., 54158 20178 R.W. 3U%LC IN. CGN9l1LTANT9 n. y.- rlyc�u�rl �Ra r�Iwa�n � o i - a�vyrloa�trr.-oD�aTrloo�a.a-.o.uwy, I nlun 1"MIN. FROM I" MIN. FROM a —MASONRY EDGE MASONRY EDGE �. (TYP.) (TYP-) z 911 WIN IVA 22 O O ' a> r7======?lI. X rn m _A O A m w w 0 70 IO �^_ - =I 0 .. 7 22 AO VM�0 A Q r -.. 0cr __ (� C f _ 0 O O C Cr marn cn Lrj J 0 S "" E n F- A U ti IK i o �? a m M o v \J � m 2-1/2"MIN .FROM � �2-1/2•'MIN.FROM MASONRY EDGE MASONRY EDGE - (TYP.) (TYP.) z 1"MIN. FROM I" MIN. FROM �—MASONRY EDGE MASONRY EDGE (TYP.) _ (TYP.) PRODUCT: Opcumente Prepared By: D a THERMA—TRU FIBERGLASS DOOR �/fKl(��BUILDING CONSULTANTS, INC. r/ 1. vl/ P.O. Box FL 33595 IW to o •• .: 8 3.659. Y Phone No.: 813.e5B.B197 T t000 -1 U fCerUBeateoriz PART OR ASSEMBLY: roanalEngtneeD FlortdD Boa Ion No. 9813 NO DATE BY HORIZONTAL S'/- 0& REVISIONS CROSS SECTION wenaelt w. a P.E No. 54188 ZOOS R.W. BUILDIND CONSULTANTS INC. 1"MIN. FROM I" MIN. FROM +�—MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) i INTERIOR EXTERIOR VERTICAL .CROSS SECTION 4 Inswing configurafion INTERIOR EXTERIOR 40 �. 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) e d, INTERIOR %///% EXTERIOR `: J VERTICAL CROSS SECTIONICCJAL�CCRROSS SECTION 4 Shownw/1Xsub-bucksubstituting _ concrete screws for wood screws per Section 1714.5.4.2•of the FBC EXTERIOR INTERIOR VERTICAL CROSS SECTION 4 Outsvnng configuration Z d e m w i o m Z O Z U i m' 3 4/23 08 F N.T.S. BY: AL e+•: WWH VINO NO.: FL-5891.2 0 0 N .r 4 OF 7 `v i MASONRY D TYP. HEAD & OPENING JAMBS SEE NOTE.] X �ui 2X BUCK o 0 BUCK AN MASONRY OPENING FRAM 2X BUC CHOKING STRIKE JAMB t °o 3 � " NOTES:. g I. 1/4" Elco Concrete screws anchoring 2x buck require a minimum-1" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations of fhe corners may be adjusted to maintain the minimum edge distance to mortarjoints. If Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. s FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL 6' �W � w gz z �O 0 w rnz� N = Z 2 �O HINGE JAMB LATCH 8 DEADBOLT DETAIL 1 w m o O D o Z o i D m' i R Date 4123108 sr ic• N.T.S. DWG. BY. AL OHx. BY: WWH DRAWN0 NO.: FL-5891.2 0 0 SHEET 5 OF 7 N 6„ A I b E m " MASONRY OPENING FRAME TYP. HEAD & i w JAMBS o SEE NOTE 1 ? p 1X BUCK T , J STRIKE JAMB FRAME ANCHORING Masonry 1 X buck construction NOTES: 1. 1/4"ITN/ concrete screws anchoring frame and/orsill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum X clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. r Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws maybe required to ensure the maximum on center dimension is not exceeded. _? 2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" clearance to masonry edges, o i 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. HINGE JAMB O N 4 0 SEE NOTE 1 LATCH & DEADBOLTDETAIL HINGE DETAIL SEE NOTE 2 SEE NOTE 2 1 m ' a 'm = Ld r o o z u i 9 'm 3 ¢ DATi: 4/23 08 scue N.T.S. Dwc, an AL GHK. Br: WWH DRAWING HD.: FL-5891.2 0 0 SHEET _6 DF_ Miramar Condo 10000 S Ocean Dr. Jensen Beach, FL 34957 Front Door Entry Unit List 303 304 306 401 402 406 504 603 801 802 805 901 902 905 906 1001 1101 1102 1103 1104 1105 QUANNO BY S$ Lude yawty