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HomeMy WebLinkAboutSUBMITTED PAPERSPlanning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 st B�NFQ C SPECIALTY PERMIT APPLICATION. �4�y ❑ Electrical ❑ Plumbing ❑ HVAC ❑ Fence ❑ Shed ❑ Demolition ❑ Gas 7X Siding See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 465 Cr,—, v ry .S -t, 2. Parcel ID Number: 3 Ltb �L 6 G E ® (o�7 o v U— z-;, Office Use Only Section Township Range Map Page rZoning Land Use Initials j . 3. Complete ] 10 K 4. Owners Information Name: se F F Address:' "7 0 S City: i of Project or Work: _ © li 2. r' i--1 S -f A G. d'2,5 v *- T Pi l k" State: Zip: 3 'f / 8 a— Phone: 9-7 ( 6.. Value of Construction: $ (, ?y d OWNER'S AFFIDAVIT: h9TA (C F(Ar-niP IAC4 O 5. Contractors Information P\, a FL Reg/Cert #: C dZ C (3.17 )- ( 1 County Cert#: S 3� Business Name: -710-3 Fax j 72. 1-I GS �t G 6S ' 7 Phone: Fax: Li this applicat!i9q is correct and that all work will be done compliance with all applicable laws regulating structi d zoning. PRINT OWNER OR CONTRACTOR NAMES % SI TURE OF OWNER OR CONTRACTOR STATE OF FLORIDA, COUNTY OF 1 ACKN D6 BEFORE THI` S <6 DAY OF 20 BY _J jZh � [) i C_4;25�C�o O IS PERS O ME OR WHO HAS PRODUCED ME LA M. HUFF 4SIGNALUKPIUFNNO MCATIN. A, rc,�,e COMA6SSION # EE 083530 EXPIRE _Apd112 2015 nded 7hru Ublic Unde O ARY TYPOR PRINT OTARY nvriION ER 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. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER S7500.0D Revised 04/26/2010 NOTICE TO OWNER: FAUJMI t "Z 0 RECORD A NOTICE OF COMMENCEMENT Mk. ,:;:SULT 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 COMMENCEIVEW EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000. INSTRUCTIONS Please complete all information. in the space provided. All information must be printed (use black or blue ink only) or typed. This permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number 3. Description of Project or Work Activity 4. Owner Information 5. Contractor Information 6. Value of Construction Indicate the street address or general location of property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Fully describe the activity to take place. Indicate the name and address of the owner of the property on which activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number 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 current retail material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. 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. ❑ Gas Attach 2 piping schematics with tank size, location, and BTU of each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications ❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence ❑ Siding Attach 2 copies of manufactures specifications ❑ HVAC Attach 2 residential energy studies, 2 manual J calculations. 2• sets of duct layouts for new system or full replacement This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. NOTE: Emergency electric service change out inspections will not be performed after 3: 00 PM without special arrangements and additional fee paid. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261: h_16 z- 2002 40 UOMN00 J0 U1191SNOdSU 3Hl kV SIN30HOVLV V Sd3N31SVJ 031V30NOO l M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCC ) �-4 PRODUCT CONTROL DIVISION TUCICOUNTY BUILDINGN REVIEWED NOTICE OF ACCEPTANCE (NOA) MR cmm"I IAMOl MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING R STREET, SUITE 1603 MI FLORIDA 33130-1563 (305) 375-2POI FAX (305) 375-2908 . REVIEWED BY James Hardie Building Product, Inc. DATE 3 zy 10901 Elm Avenue PLANS AND PERMIT Fontana CA 92337 MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE SCOPE: This NOA is being issued under the al liftblefatft use of construction materials. The documentation submitted has been reviewed by =Miami -Dade. County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFIT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04102/04, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. THESE PLANSa,, AQERTO ROPOSED WORK NOA No 07-0418.04 ARE SUBJECOWCTIONS Expiration Date: May 01, 2012 REOURED BYKCMAS TMT Approval Date: May 31, 2007 MAY DE NEC � CONCEALED FASTENERS OR ATTACHMENT Page 1 ARE THE RESPONSIBIUT'(OF THE COMPLY MTH ALL APPLICABLE CODES. CONTRACTOR OF RECORD WALL LENGTH , B II II II II II WALL HEIGHT I II II II II II II II II II II B , STUDS 16' O.C. ' DETAIL A HARDIPLANK & CEMPLANK SIDING INSTALLATION DETAILS The planks are applied horizontally commencing from the bottom course of a wall with 1 1/4' wide laps at top of the plank, The optional PVC cover molding 1 5/8' wide Is applied to the bottom plate under the bottom plank course. The vertical ,joints must be over framing members. Optional PVC butt ,Joints Inserts are used for on -stud Jointing, The planks are to be Installed over 5/8' (5 ply) APA rated plywood supported by a minimum of 2'x4' wood studs or 20 ga. x 3 5/8' x 1 3/8' steel studs spaced a STUDS (METAL maximum of 16' o,c, The siding shall be fastened through over OR WOOD) lapping planks with 8d x 2 1/2' ton alyanl ed box nails over wood studs or with #8 x 2 1/ ' ion x 0,3p .3 5' corrosion resistance H.D. ribbed or screws over steel studs. The fasteners snail. bii placed In the over -lapping area <-8' o,c, vertically and 16' o,c. horizontally Into the studs through the 5/8' plywood sheathing. s7 a tance of 3/4' from the edges shall always be observed. 5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF NAILS OR SCREWS AS UNDERLINED ABOVE. DETAIL A DESCRIPTION i Hardlplank & Cemplank siding material Is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and meeting the requirements of the \ Florida Building Code. PLANK DIMENSIONS \� " Width Length Thickness 59 1/2' 12 & 14' 5/16' j 1 jt DESIGN PRESSURE RATING Installation Design Pressure V, Wood frame -92 PSF �1 Metal frame , -92 PSF I NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. 2) STUDS OF METAL OR WOOD WHERE HARDIPLANK & CEMPLANK WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE ' F.B.C. AND THE REQUIREMENTS OF THIS N.O.A. SECTI❑N B—B PRODUCTItENE O ft a[IY WCFlmai/� BohJe;: Ce3?e 3q.. Aespla�aefe o ¢fZ _ 5/8' PLYWOOD E=��r By WATERPR❑❑FING m roduetcontna— PER 2121:6.Z:X Paoouc � Rev:sFu m csan.;:� rri:b titc 47otida Dwoo ❑F F,B,C, �� JAMES HARDIE NAIL OR BUILDING PRODUCTS — USA `SCREW I REWA M a olwoal#NE R This drawing and the copyright therein are the HARDIPLANK property of the above company and accordingly the drawing must not be copied or reproduced & CEMPLANK In any materkt Form whatsoever. SIDING 70E*HARDIPLANK® & CEMPLANK® INSTALLATI❑N DETAILS AWP NG ENG: I MG 06CPURE: 10901 ELM AVENUE FONTANA, CA 92337 909-356-6300 FAX, 909-427-0634 RONALD 1. OGAWA ASSOCIATES, INC. 5801 WARNER AVENUE, #376 HUNTINGTON BEACH, CA 92649 714-292-2002 714-908-1815 FAX PROJECT: RIO-2297-11 JAMES HARDIE BUILDING PRODUCTS, INC. 1-889-542 7243 Info@jameshardie.com TEST RESULTS: Table Is, Results of Transverse Load Testing Fastener Spacing Frame Thickness Width Spacing Perimeter Field Report Number TeslA enay tin.) (in.) rrame Type n.) Supports Supports IC-1270.94 Ramtech 0.3126 48 2X4 wood Hem -Fir 16 e 6 IC-1270.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 IC-1271-94 Ramlech 0.3125 48 2X4 wood Hem -Fir 24 6 6 IC-1271.94 Ramtech 0.3125 1 48 2X4 wood Hem -Fir 24 4 4 10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG a 0.36 16 4 8 0. HD X1. Min. No IC-1054-89 Ramtech 0.25 48 Mtn. No. 20 gauge X 3.626In. X 1.376In metal stud 16 6 6 head die Min. No IC-1065-89 Ramtech 0.25 48 Min. No. 20 gauge X 3.626In. X 1.376In metal stud 24 e 8 head dia ET&F 0 11149-9811654d Remlech 0.3125 48 Min. No. 20 gauge X 3.625 In. X 1.3751n metal stud 24 4 8 1.6If dh ET&F 0 11149.98/1654d Ramtech 0.3125 48 Min. No. 20 gauge X 3.026 In. X 1.3761n metal stud 16 4 8 1.5Ir rib 1. rmewaeie Lose Is me VNma10 Lese elVletle VY u raumi ul aamry - - - 2. HardiePenel Slding complles with ASTM C1188. Standard SpecfRcadon forGrade Il, Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1b, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls '13 Fastener Spacing Frame Thickness Width Spacing Perimeter Field Report Number Test Agency On.) (in.) Frame Type (In.) Supports Supports IC-1273.94 Ramlech 0.3125 48 2X4 wood Hem -Fir ie 6 6 IC:1273-94 Ramlech 0.3125 48 2X4 wood Hem -Fir 16 4 4 ICr1274-94 Ramlech 0.3125 4B 2X4 wood Hem -Fir 24 6 6 I0-1274.94 Ramlech 0.3125 48 2X4 wood Hem -Fir 24 4 4 4d, 0.0 10865-97/1475 Ramlech 0.3126 48 2X4 wood, SG 20.38 18 4 8 HD X 1, MIn. Ne IC-1057-89 Ramlech 0.25 4B MIn. No. 20 gauge X 3.625 in. X 1.376 in metal stud 18 & 24 B 8 head dig Min. No. 20 gauge X 3.625 In. X 16 4 8 ET&P C 1.511 11284-9911580 Ramtech 0.3125 48 1.3751n metal stud d6 ET&F C Min. No. 20 gauge X 3.625 in. X 24 4 8 1.5 It 112t14-99H 680 Ramtech 0.3125 48 1.375 in metal stud dl 1. Ali board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The mmdmum height-lo-length ratio for construction In this Table Is 2:1. 3. in the steel framed assemblies the allowable load is based on the average load at 1181nch net deflection. Page 3 RONALD 1. OGAWA ASSOCIATES, INC. 5801 WARNER AVENUE, #376 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908-1815 FAX PROJECT: RIO.2297-11 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 Info@Jameshardle.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind toad capacity) Is determined via compliance testing to transverse load national test standards. Vie the transverse load testing an allowable design load Is determined based on a factor of safely of 3 applied to the ultimate lest load. Since the allowable design load Is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements In ASCE 7- 10 Figure 26.54A, Figure 26.5-18, and Figure 26.5-1C. For this analysis, to calculate the pressures In Tables 3, 4, and 6, the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominalloads using allowable stress design , load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q= 0.00258'Kz K,i K,-V` (ref. ASCE 7-10 equation 30.3-1) % , velocity pressure at height z KL , velocity pressure exposure coef Iclenl evaluated at height z K�r , topographic factor Kd , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from [2012 IBC, 2010 FBC) Figures 1609A, B, or C; ASCE 7-10 Figures 26.6-1A, 8, or C Equation 2, WV it (ref. 2012 IBC & 2010 FBC Section 1602.1 definitions) Vur , ultimate design wind speeds (3-second gust MPH) determined from 12012 IBC, 2010 FBC) Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, S, or C Equation 3, p=V (GCPGCP1) fret. ASCE 7-10 equation 30.6-1) GCP , product of external pressure coefficient and gust -effect factor GCd , product of Internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, subs6fute q . Into Equation 3, Equation 4, p=0.00256•Ki K�, Kd'Vai •(GCP GCP,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.813 +0.6W (ref. ASCE 7-10 section 2.4.1, load combination 7) D , dead load W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p.,d=0.6'[PI Equation 7, p.,d=0.8'[0.00258'K� ,Kd'Va?'(GCPGCP)) Equation 71s used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed forHardle Siding In Table 6, solve Equation 7 for Equation 8, Var= (p.,d10.6.0.00256'K= K,r'Kd'(GCPGCO)ss Applicable to methods specified In Exceptions 1 through 3 of (20121BC, 2010 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (V apply the conversion formula below, Equation 9, V.,d = VUr . (0.6)0s (ref. 2012 IBC & 2010 FBC Section 1609.3.1; V.,d , Nominal design wind speed (3-second gust mph) (ref. 2012 IBC & 2010 FBC Section 1602, %, Table 2, Coefficients and Constants used In Determining V and p, K, Wall Zone Haight (it) Exp B Exp C Exp D K,, Kd GC Gepi 0.15 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.7 0.98 1.16 1 0.85 AA 0.18 35 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 1.04 1.22 1 1 1 0.85 AA 0.18 45 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 1 A 1 1.29 1 0.85 -1.4 0.18 60 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 1.28 1.43 h>60 1 0.85 1.8 0.18 ..d) forHardle Siding in Table 6, L Page 4 .lames narme worm Amenca - i-?mzs jnarcue Yage 3 of 8 bouble V41do • Figure 1 construction u'ea_ft. fe=sLiebadef le -roe appwftwgap betweep pir03 and trrr.. ihf r, zauik— Single wall Construction !'tin br,-6ng .f stenw INSTALLATION: Install a 1 1/4" starter strip to ensure a consistent plank angle (Figure 1). Install factory finished edges together at butt joints. Figure 2 JOINT TREATMBs[T OPTION (1�� e UlV t�11•J-11 44eather-rezi0 e F rkfop tarfin. _ nr7t llashl' g x f � f7 pu^keg: inm pi r k-. in JOINT TiRE111i MENT -OPTION 2 Mot applicable to Colorftsr' Finish) v Wither resi5i,s i plank lap wrf r 4, i For other jointing options, refer to local building code or NER 405. vat rrar. i plank e�;r' r 1 leias a; pfopmh gap" VEEP plorks, lhei cauk— hq://wwwjameshardie.com/homeowner/installation/hardiplank installation.php 1/29/2007 JGLLJAu o AJ.G4ltL1\..INVlu1I_XU1G11Va- 1-000 Jnurule Page 6 of 8 (galvanized or stainless steel) • Siding nail (0.089" shank x 0.221" HD x 1-1/4" long) • 11 ga. roofing nail (0.121" shank x 0.371" HD x 1-1/4" long) Corrosion Resistant screws • Ribbed Wafer -head or equivalent (No. 8-18 x 0.323" HD x 1 5/8" long) Screws must pen 1/4" or 3 threads into metal framing. Corrosion Resistant Fasteners • Er & F PanelfastTm (0.100" shank x 0.313" HD x 1-1/2" long) Laminate sheet to be removed immediately after installation of each course. #The illustration (figure 7) and associated text was reprinted with permission of THE JOURNAL OF LI( CONSTRUCTION. For subscription information, call (800)375-5981 or visit www.jlconline.com. *When face nailing to OSB, planks mus 'be no greater than 9 1/4" wide and fasteners must be 12" c less. **Also see General Fastening Requirements. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of qua hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Sta"niess tee! fasteners are recommended when a nstaliffing james Hardle@ predt; the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fa: is highly recommended. Set air pressure so that the fastener is driven snug with the surface siding. A flush mount attachment on the pneumatic tool is recommended. This will help con depth the nail is driven. If setting the nail depth proves difficult, choose a setting that unde the nail. Drive under driven nails snug with a smooth faced hammer. • Consult applicable code compliance report for correct fasteners type and placement achieve specified design wind loads and shear values. • NOTE: Published shear values and wind loads may not be applicable to all areas whe Building Codes have specific jurisdiction. Consult James Hardie Technical Services if unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (Fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail. (Fig. B) • Under driven nails should be hit flush to the plank with a hammer. • Do- not use aluminum fasteners, staples, or clipped head nails, Snug Flush figure A CUT EDGE TREATMENT MC:ountersunk, a Caulk add nail figure B do not under oo No-r drive nails STAPLE http://Www jameshardie.comlhomeownerlinstallationlhardiplank installation.php 1/29/2007