Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number:. St.. Lucie untY %�� =® (OG Building & Zoning Department 2300 Virginia Avenue _ SQA Fort Pierce, FL 34982 Sy �- 772-462-1553 St. Lucie County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: Ia TO 1. LOCATION/SITE ADDRESS: 1 as R 10mAR jk- 2. PARCEL ID NUMBER: km 4. DESCRIPTION OF PROJECT OR WORK ACTIVITY: (1) I oanz) Ct FIACEMM 1 000 - TYPE OF STRUCTURE: SFR ✓^ MOBILE HOME OTHER 5. OWNERS INFORMATION Name: -TFi rn E5 A N-Er,N 5,( Address: K1Q rA aj& mil` City: Parr SI LU C I E State: Ep 2 iota Zip: 3 4 4 S a Phone: 41'6- )A 1 "I 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert#: C6C1D4(-959,2 d Business Name:-IR &c Dab-, k fbw- (Gc.S aC-IrJo 6Am 0 e"s -to w i rk► CI-)q aD33ci 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 140 mph Windows & Skylights Exposure B 61 (of Stiverltric, 2410 '14- *Vra►1S • Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size, C. Size 7. VALUE OF CONSTRUCTION: $ 5 FEES DUE: RECEIPT: OWNER'S AFFIDAVrr: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT UALWIERS/OWNERS NAME S NATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF - I-9iU6FN4J ACKNOWI EDGED BEFORE ME THI DAY OF OK. 20D , BY S tE (7 p ( 6 JAI O IS PERSONALLY I�iOWN TO ME R WHO HAS PRODUCED ' AS IDENTIFICATION. OF NOTARY kRY PUBL=IO ,, % M. MORALES MY COMMISSION # DD 662098 s4:4Q EXPIRES: April 11, 2011 '9rFa F�os`O Bonded Thru Budget Aotery Services M. r►lpeA-6Ery TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER 08/15/2011 10:36 7724621148 ST LUME COUNTY PAGE 01/01 PLANNING AND, DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2390 VIRGINIA AVE. FORT PIERCE, IKL 34982 (772)462-1553 PERMIT RENEWAL REQUEST ADDRESS: 4 -Da R I a M A - CC- 2 PERMIT NUMBFR: S L G 16 I L— 0 l 0(-, I, „ 1R,•, ,5fm p / - _., AM REQUESTING THAT THE ABOVE PERMIT IS RENEWED FOR I$ MO HS. J UNDERSTAND THAT I MUST SCI[EDULF AND PASS ALL REQUIRED INSPECTIONS FOR THE PERMIT TO BE FINALED. FURTHER, I UNDERSTAND THAT THIS IS A ONE TIME RENEWAL AND THE PERMIT SHALL EXPIRE SHOULD I NOT RECEIVE A PASSING INSPECTION DURING ANY SIX MONTOS PERIOD DURING THE RENEWAL PERIOD. �� 11 6WNF,R/IIL]W0 CONTRACTOR SIGNATURE STATE OF FLORIDA, County of ACKNOWLEDGED BEFORE ME THIS IS DAY OF 12P4 C-1U 201,1_ By SI E DI f WHO IS FERSONALLY KNOWN TO ME f , OR HAS PROVIDE AS ]IDENTIFICATION. STATE OF FLADA, Cou>aty of Er- a-1 `13 [2- _ COMMISSION NUMBER FOR OFFICE USE ONLY: r., ;RENEWAL FEE: $ S.00 SEAL MARIUSICAMORALES MY COMMISSION I EE 079312 EXPIRES: April 11, 2015 ��✓rFOF F�°PLOP Bonded Ttw Budget Notary Services No. of Open Inspections + Total No. of bspections = (% of Open Inspections). Original Permit Fee $ x Open Inspections (%) _ $ (.Renewal Fee). la xamiple: [15 j- 23 = .65(%)1 $1.75.00(permit fee) x .65(%) = $113.75 (Renewal Fee) SLCPI)81) REV 4/11/2011 JOB# 5364174 THE HOME DEPOT -AT HOME SERVICES - WINDOW AND DOOR INFORMATION SHEET NAME: Ahern Opening Location No Location Corner Zone or Interior PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN Wdth IN Height IN 1 5 FL 5974.4 SH 62.00 68.00 35.30 47.20 53 73 4/5 41 51 3/4 N/A YES 2 5 FL 5974.4 SH 62.00 68.00 35.30 47.20 53 73 4/5 41 39 3/4 N/A YES EXISTING SHUTTERS SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING 1 OF 1 Florida Building Code Online roduct Approval SER: Public User Product Approval Menu > Pj FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email > Application List > Application Detail FL5974-R2 Revision 2007 Approved Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 rickw@rwbldgconsultants.com Craig Calderone rickw@rwbldgconsultants.com file:///Cl/Users/Road%20Runner/Desktop/Florida%20Building%20Code%200nline.htm (1 of 5) [3/19/2009 5:42:45 PM] Florida Building Code Online Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer m Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2011 Ryan 1. King, P.E. m Validation Checklist - Hardcopy Received 77 101/I.S.2 1997 ASTM E1300 2004 ASTM E1300 2002 TAS 202 1994 file:///Cl/Users/Road%20Runner/Desktop/Florida%20Building%20Code%200nline.htm (2 of 5) [3/19/2009 5:42:45 PM] Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 11/21/2008 Date Validated 11/25/2008 Date Pending FBC Approval 12/19/2008 Date Approved 02/03/2009 FL # I Model, Number or Name 5974.1 1 a. Series 2700 - Model 2760 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Description Extruded Vinyl Single Hung Window - Nail Fin Installation Instructions FL5974 R2 II INST 5974.1.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.1.Ddf Created by Independent Third Party: Yes 5974.2 b. Series 2700 - Model 2760 Extruded Vinyl Single Hung Window - Nail Fin Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) 5974.3 I c. Series 2700 - Model 2710 Installation Instructions FL5974 R2 II INST 5974.2.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Single Hung Window file:///Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline.htm (3 of 5) [3/19/2009 5:42:45 PM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL5974 R2 II INST 5974.3.10df I Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5974.3 for Design Pressure FL5974 R2 AE EVAL 5974.3.ndf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product Dartmrillars OWN i1 5974.4 ) ( ] d. Series 2700 - Model 2710 ) I Extruded Vinyl Single Hung Window I dwMit-s—of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASS E1300-02 utilized for areas inside the HVF17,)/ 5974.5 1 e. Series 2700 - Model 2710 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 597 4. 6 f. Series 2700 Model 2710 Installation Instructions FL5974 R2 II INST 5974.4.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Single Hung Mulled Windows (Utilizing 2723 Mullions) Installation Instructions FL5974 R2 II INST 5974.5.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Extruded Vinyl Single Hung Mulled (Utilizing 2723 Mullions) file:///Cl/Users/Road%20Runner/Desktop/Florida%20Building%20Code%200nline.htrn (4 of 5) [3/19/2009 5:42:45 PM] Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 5974.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399- 2100 (850) 487-1824, Fax (850) Installation Instructions FL5974 R2 II INST 5974.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5974 R2 AE EVAL 5974.6.Ddf Created by Independent Third Party: Yes ►- A 414-8436 © 2000-2005 The State of Florida. All rights reserved. Convriaht and Disclaimer Product Approval Accepts: Mas Disc eCh A© Bobby file:///Cl/Users/Road%20Runner/Desktop/Florida%20Building%20Code%200nline.htm (5 of 5) [3/19/2009 5:42:45 PM] Silverbne WINDOWS®DOORS an Andersen Company f SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 SERIES 2700 - MODEL 27I0 EXTRUDED VINYL SINGLE HUNG WINDOW "NON -IMPACT GENERAL NOTES I. as been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in fhe "HVHT'this product is required to be protected with an impact resistant covering that complies with Section 1626 of the 2007 FBC. 4. When used in areas outside of the "HVHZ" requiring Wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". TABLE OF COMEMS SHEErf DESCRIPTION 1 Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Buck & frame anchoring 4 Bill of materi.6. glazing detail & components 5 CG FLANGE WIDTH 11s�Md . FRAME WIDTH LL � 0 = u, 5 i i r w o n ^ r ov1r�LL w tarrlrt c�vi tic ass OSTGIV Pefssutt� �I'sF)" F1�1fVCx r • Djt41ENSTON'.cN.- f—?,... ME 4 LC+r 25IVEGA7JM%i TYPE .. +62.0 -< -68.0 53.50" x 74.50" 52.00" x 73.00" 47.00" x 33.5W Gl A g o W a i E 9moP8�i� _ Ada ci� o i � 9 C J ( pY \ scut:: N.T.S. Dwc. Br: AL CIK BY. LFS DPMND NO- FL-5974.4 sHEEr I OF 4 SEE NOTE 2 SHT. 2 SEE NOTE 10 1 SHT. 2 SEE JAOTE � ����.i_ 4EXTERIO ' t VERTICAL CROSS SECTION 2 4�p f \ VERTICAL CROSS SECTION Shown w/1X sub —buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC (Typical ® head & jambs) EXTERIOR U 15 2B HORIZONTAL CROSS SECTION 2 ° w NOTES: ° 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH e'a c (2) #B x 3/4" SELF TAPPING SCREWS. •. 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) #6 x 3/4" SCREWS. Ii 3. THE FRAME IS CONSTRUCTED OF EXTRUDED PVC MEMBERS WITH MITERED AND WELDED CORNERS. ° THE FIXED MEETING RAIL IS CONSTRUCTED FROM • AN EXTRUDED ALUMINUM MEMBER WITH A PVC CAP. THE FIXED MEETING RAIL WAS BUTTED, SEALED AND FASTENED AT EACH END WITH TWO #10 x 3" SCREWS. THE FIXED MEETING RAIL ENDS UTILIZE A MOLDED PLASTIC SCREW SUPPORT. 1-1/4" MIN. EMB. (TYP.) e ao 6 z o m o 2 M N.T.S. sr; AL m er: LFS 3 NNG No.: R FL-5974.4 0 c T 2 GF 4 N 0 I 1 9 MASONRY OPENING ti MAX. 29 TYP. 2X BUCK 27 TYP. 1 X BUCK W 00 MASONRY OPENING FRAME —// SASH & FRAME 2X BUCK---' CUT OUT FOR 2X BUCK I CLARITY 00 41 A 6" MAX. SUCK ANCHORING CONCRETE ANCHOR NOTES ( FRAME ANCHORING l.Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2.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 may be required to ensure the maximum on center dimension is not exceeded. 3.Concrete anchor table: R.. .......0............f ... ....... ..... A...N. ...­........ .... NttUM ................................... ...... ......EMBk).................... ............... ............................... .......................... ..........-......-. ....... ................. .. ........ ......... .. .....N.....T ............................ .. ..-..M............................................... tYP ..C....I .­....... ..­....ANCNflR ..... ENT ....... ................ ........ ...... ... a ....- ............... .. ......... ............. ............ - ........... tTW .......... ....... . . . . . ......... . ........................ -, . .. ..... . . 1/4" 2-1/2 " .... ........ 3 1/4 4- V) E -- - z o z -0 m a 1! 12/08 N.T.S. AL sr LFS NING NO.-. FL-5974.4 U _2L OF Item DESCRIPTION Material 1 EXTRUDED PVC MAIN FRAME #2751 PVC 2 EXTRUDED PVC SILL 2753 PVC 3 EXTRUDED PVC MEETING RAIL CAP #2706 PVC 4 EXTRUDED ALUMINUM MEETING RAIL 2707 ALUM. 5 EXTRUDED PVC GLAZING BEAD #3517 INTERLOCK PVC 6 EXTRUDED PVC GLAZING BEAD 2317 PVC 7 EXTRUDED PVC TOP RAIL % PVC 8 EXTRUDED PVC BOTTOM RAIL #2909 PVC 9 EXTRUDED PVC STILE #2908 PVC 10 OPERABLE SASH LOCK — 11 SASH KEEPER STEEL 1 0.820" x 0.430 LOCK RAIL REINF. 0.06 GALVANIZED STL TUBE STEEL 13 WINDOW SCREEN _ 14 2X WOOD BUCK SG >= 0.55 WOOD 15 1 4" MAX. SHIM SPACE 16 SASH CARRIER CUSTOM CRAFT PLASTIC 011 PLASTIC 19 3 8 PLUG CUSTOM CRAFT PLASTIC 326 PLASTIC 19A 1 2 PLUG CUSTOM CRAFT PLASTIC 5518 PLASTIC 20 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 21 WEATHERSTRIP .187 x .230 ULTRAFAB 2023W 23 GLAZING COMPOUND DOW 1199 SILICONE 24 1X WOOD BUCK SG >= 0.55 WOOD 25 8 x 1 2' PHILLIPS PANHEAD SCREW STEEL 26 1 4" X 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 27 1 4" X 2-3 4" HWH ELCO OR ITW CONCRETE SCREW STEEL 28 SEALANT SILICONE 29 10 x 1-1 2" PPH SMS STEEL IHt AFt RUVLU WHIIE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". z= co In 5/32" ANNEALED Lo 0 r GLASS AIR SPACE 45" GLASS � SPACERMETAL \ 5/32" ANNEALED BITE GLASS Gi GLAZING DETAIL � EXTRUDED PVC MAIN FRAME (—"\ EXTRUDED ALUMINUM MEETING RAIL 070" WALL THICKNESS 075" WALL THICKNESS N e pg o� mm v< 1.910" n Sag° °Z�Z =m d .905" I 0 Y � > "I m 6 0 _L zom jJ Zmm o N =°o LL ❑a°o a °c J E [ C r U J EXTRUDED PVC BOTTOM RAIL $ 070" WALL THICKNESS z N y � Z Z in 0.796" --1❑ Lo Oto ❑) WW�0_<M J=� Vl� m WU N J I O U Z O �i 1.348" I i-- 2.650" r a a In H44fl r 2 EXTRUDED PVC SILL EXTRUDED PVC STILE 070" WALL THICKNESS .070" WALL THICKNESS 0 M .820" 015" GAP MAX. LOCK RAIL REINFORCEMENT .06" GALVANIZED STEEL TUBE N n 1.159" (—,1 EXTRUDED PVC TOP RAIL 070" WALL THICKNESS SLUE: N.T.S. UNG• 13Y: AL CHN. Br: LFS DRAWING NO.: FL-5974.4 SHEET _�L OF 4 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Boy: 230 Valrieo, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL-5974.4 R2 Date: November 20, 2008 Product Category: Window Product sub -category: Single Hung Product Name: Series 2700, Model 2710 Extruded Vinyl Single Hung Window "Non -Impact" Manufacturer: SilverLine Building Products Corporation One Silverline Drive North Brunswick, NJ 08902 Phone 732-435-1000 Facsimile 732-247-6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for SilverLine Building Products 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 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. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL-5974.4 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 November 20, 2008 PF87' Sheet I of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embechnent to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the 2007 FBC. 4. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2007 FBC. L 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown x for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-5974.4 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". 8. See drawing FL-5974.4 for size and design pressure limitations. 1-T%�`� Lyndon F. Schmidt, P.E. FL No. 43409 November 20, 2008 PF873 Sheet 2 of 3 � � �,,,�, -- a •.-� i Supporting Documents A Drawing 1. Drawing No. FL-5974.4 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests I . Testing per TAS 202-94 as performed by Architectural Testing, Inc. and reported in test report ATI 01-41081.01. signed by Allen N. Reeves, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report ATI 01- 41081.01. Additional product anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Lyndon F_ Schmidt, P.E. • D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that SilverLine Building Products Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt; P.E. FL No. 43409 November 20, 2008 PF873 Sheet 3 of 3 AT-HOME M - - 1 $7� June 21, 2012 Permit # SLC 1012-0106 Qualifier Boysie Ramdial License #- CRC046858 Name — Ahern Address' 122 Rio Mar Dr. Port St. Lucie FL 34952 THD Job # 5364174 RE: Permit Renewal/Extension City of Port St. Lucie Building Department: Permit SLC 1012-0106 has expired. We ran into issues with the homeowner's schedule that prevented us from completing this job before its expiration. The property has been sold. We are requesting this permit be extended for 90 days in order for us to call in inspection and close out this permit. Your- assistance in this issue is greatly appreciated. Sincerely, THD At Home Services, Contractors Signature- bwyzi _e, 4._A�J Boysie Ramdial— License Number — CRC046858 Sworn to and subscribed before me this ZY day o , 20/ by Boysie Ramdial who is personally known to me. KELLY JULIAN KISOR ku�4L�8VRS NOTARY PUBLIC —STATE OF FLORIDA Notary Signature Comm# EE149903 s� $ Expires 3/10/2016 (Seal) a FLORIDA BUILDING CODE 2007 - ASCE/SEI 7-05 - WIND LOAD TABLES -120, 130,140 mph - Exposure B - Enclosed Building with mean roof height.less than or equal.than 60 Feet WIND PRESSURES IN PSF 120 MPH VELOCITY. Building Height Roof Slope.less than 10 degrees Roof Slope greater than'10 degrees Positivel Negative Positive Negative z4 & z5 z4 z5 z4 & -z5 z4 z5 0-15. 23.7 25.6 31.6 25.9 28.1 34.7 16-20 23.7 25.6 31.6 .25.9 28.1 34.7 21-30 23.7 25.6 31.6 25.9 28.1 34.7 - 31-40 25.7 27.9 34.3 29.1 30.5 37.7 41-50 27.4 29.7 36.6 30.0 32.5 40.1 51-60 28.9 1 31.3 38.5. 31.6 1 34.3 42.3 WIND PRESSURES IN PSF 130 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater . than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 27.8 30.1 37.1 30.4 33.0 40.7 16-20 27.8 30.1 37.1 30.4 33.0 40.7 21-30 27.8 30.1 37.1 30.4 33.0 40.7 31-40 30.2 32.7 40.3 33.0 35.8 44.2 41-50 32.2 34.9 42.9 35.2 38.2 47.1 51-60 1 33.9 36.7 45.2 37.1 40.2 49.6 GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE W INDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC.PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC'WINDLOAD CHART BASED ON ASCE 7-05 PUBLICATION. ' 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC Z51 EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1=1.0 - (Category II Buildings -Tables 1.1 AND,6.5.5) I Z4 5- EXPOSURE B (Section 6.5.6.2 - Urban and Suburban areas, wooded areas, or other terrain with numerous closely a, IZ spaced obstructions having the size of single-family dwellings or larger. gad 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an,r a impact resistant covering. (Section 6.5.9 - Internal pressure GCpi=.18 - Table 6.7) 7- BASIC WIND SPEED - V=120, 130, 140 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) Z4 WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 32.2 34.9 43.0. 35. 38. -20 32.2 34.9 43.0 35.3 .38.3 47.2 21-30 32.2 1 34.9 43.0 35.3 38.3 47.2 31-40 35.0 37.9 46.7 38.3 41.5 51.3 41-50 37.3 40.5 49.8 40.8 44.3 54.6 51-60. 39.3 42.6 52.4 43.0 1 46.6 57.5 RooF Slope 51 W - - - I MEAN ROOF \HEIGHT e 10- TRIBUTARY AREA: 10 SQF a <= BW X 0.1 or a <= h x 0.4 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than BW less or equal than BL the larger of 4 /o of the least horizontal dimension or 3 ft. a must not be less than a=3feet or a=0.04xBW =~` E N G C O, Inc. Engineering Services - CA 811.6 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585-0304 Fax (954) 585-0305 E-mail: Engco@,AOL.com PEDRO DE FIGUEIREDO PE52609 NOT VALID W/OUT SEAL 9/24/2009