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HomeMy WebLinkAbout109 Spanish Hill Ct 17-1686; SIDINGN, , 4 In addition to the requirements of this permit, them may be'additiofial t,,,= NQ=- apocabli "I found in the public re -cords of this county, and there may be additional peTmits required brom Othersm Management districts. state agencian, or federal agencies. 4 of permit is verification that I will notify ft owner of the property O-fthe requ'hmen' Acceptancets of Fleft Llj The City of Sanford requires Payment of a plan review fee at the time Of permit submittal Acopy of — I ele", in order to calculate a plan review charge and will be c6nsidered,the estimated El Of th6je*" ALI The actual construction value will be figured based on the current ICC Valuad6ii Table in effect - Cdaccordancewithlocalordinance. Should calculated charges figured off the executed. contract excbed`tbu-Z'w credit will be applied to your permit fees when the permit is issued. O"Eg,5 AFFIDAVIT: I certify that all of the foregoing Information is.qlfc-cu P'. be done In compliance with all applicable laws regulating. construction andion elw AOA. ne0rC4DrdrACW,#, gW 441 J. Co A' i: MY,Q09'm 1.18 sfdi Fosvo` xl-"JEXP ,IRES 'D Produced 111 BELOW, IS FOR OFFICE USt 0 X NUPermits Required: Building El Electrica'aEl Mechanical Plu mbing[] Construction Type: Occupanc yUse Total Sq Ft of Bldg: Min. Occupancy Load New C6ustriktion: Electric of Amp5Plumb # of F ai Fire Sprinkler Permit: Yes 0 NO'[] A of eAds; -p- rM, ei4 q4 UTILITIES: APPROVAIL&: ZONING: WAS' ENGINEERING: COMMENTS: p gr x Scannedby CamScanner RECORD COPY 2 ^ s-Y 00 y DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) NITAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Georgia Pacific Corporation REVIEWED FOR CODE COMPLIANCELICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 4300 Wildwood Parkway, Suite 300 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Atlanta, GA 30339 PLANS EXAMINER CODES; NOR SHALL ISSUANCE OF A PERMIT PREVENT t'3 THE BUILDING OFFICIAL FROM THEREAFTER SCOPE: DATE REQUIRING A CORRECTION OF ERRORS IN PLANS, CThisNOAisbeingissuedundertheapplicablerulesandregulationsgoveillit`fRl Nply OW&41%%6 i&PODE materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 Mianri-Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miarni-Dade County Product Control Section that this product or iaterial 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: Georgia Pacific Vinyl Siding and Soffit APPROVAL DOCUMENT: Drawing No. 12-0829.13, titled "Installation Design Drawing for Vinyl Siding/Soffit", sheets I and 2 of 2, dated 01/25/2013, prepared by the manufacturer, signed and sealed by Allen N. Reeves, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's Darn or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" and per FBC 1715.9.2 and 1715.9.3 on Soffits. 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. -- - J—-- 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 revises and renews NOA 0 07-1002.06 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, F.E. 41 v_DING NOA No. 12-0829.13 MIAMI•DADE COUNITY .% p Expiration Date: October 31, 201i F !. F Sp,1FOR Approval Date: May 2, 2013 1 0 Page 1 Ff'AR Georgia Pacific Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-0829.13, titled, "Installation Design Drawing for Vinyl Siding/Soffit", sheets 1 and 2 of 2, dated 01/25/2013`,`prepared by the manufacturer, signed and sealed by Allen N. Reeves, P.E. B. TESTS "Submitted under NOA # 03-1017.01 " Laboratory Report Test Date Signature 1. 01-44749.02 TAS 202 & 203 03/10/04 J. A. Reed, P.E. 2. 01-44739.02 TAS 202 & 203 03/10/04 J. A. Reed, P.E. 3, 01-44750.02 TAS 202 & 203 03/10/04 J. A. Reed, P.E. 4. 50437.01-106-18 ASTM G155 12/06/04 J. A. Reed, P.E. 5. 50437.01-106-18 ASTM D638 12/06/04 J. A. Reed, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC issued by H.R. Engineering, Inc., dated 01/30/2013, signed and sealed by Allen N. Reeves, P.E. Subtnrtterl-tinder NOA-#-OS-0429:Ir—' — -- ----------------- 2. Statement letter of no financial interest issued by H.R. Engineering, Inc., dated 05/19/2008, signed and sealed by Allen N. Reeves, P.E. 3. Private label agreement letter dated 08/14/2002. A:. Carlos M. trera, P.E. Product Control Exanduer NOA No.12-0829.13 Expiration Date: October 31, 2017 Approval Date: May 2, 2013 E -1 3-11 APPROVED MODELS CONFIGURATION EXPOSURE INCHES A" D C NAIL SPACING THICKNESS 001 DESIGN PRESSURE SF Oakside Double 4" 8 4 8% x 8"v 0.036" 46.6 Parkside Double 4" 8 4 Y, 8"h x 8"v 0.038" 46.6 Forest Ride Double 4" 8 4 8"h x 8"v 0.042" 46.6 Cedar Lauc Double 4" 8 4 8"h x 8"v 0.046" 46.6 Vision Pro Double 4" 8 4 Ya 8"h x 8"v 0.040" 46.6 Heritage Hill D 4" double hem 8 4 8"h x 8"v 0.044" 46.6 Oakside Double 4" DL 8 4 Ys 8"h x 8"v 0.036" 46.6 Parkside Double 4" DL 8 4 Ya 8% x 8"v 0.038" 46.6 Cedar Lane Double 4" DL 8 . 4 8"h x 8"v 0.046" 46.6 Vision Pro Double 4" DL 8 4 Y= 8"h x 8"v 0.04W' 1 46.6 Park Ride Double 4" DL 8 4 r4 1 8% x 8"v 0.036" 46.6 Shadow Ridge Double 4" DI, 8 4 I 8"h x 8"v 0.042" 46.6 Oakside Double 4 1/2" DL 9 4.5 8"h x 9"v 0.036" 40.0 Parkside Double 4 1/2" DL 9 4.5 8"h x 9"v 0.038" 40.0 Park Ride Double 4 1/2" DL 9 4.5 A 8% x 9"v 0.036" 40.0 IIerita a Hill D4.5"DL double Item 9 4.5 1/4 8"h x 9"v 0.044' 40.0 Parkside Double 5" 10 5 81I x 10"v 0.038" 40.0 Forest Ride Double 5" 10 5 r4 8"h x 10"v 0.042" 40.0 Cedar Lane Double 5" 10 5 2 8"h x 10"v 0.046" 40.0 Vision Pro Double 5" 10 5 8"h x IW v 0.040" 40.0 Heritage Hill D 5" double hens 10 5 8"Iixl0"v 0.044" 40.0 Oakside .. Double 5" DL 10, 5 Y, 8"h x 10"v 0.036" 40.0 Parkside Double 5" DL 10 5 5/8 8"h x 10"v 0.038" 40.0 Cedar Lane Double 5" DL 10 5 518 8"h x 1.0"v 0.046" 40.0 Vision Pro Double 5" DL 10 5 5/8 8"h x 10"v 0.040" 40.0 Park Ride Double 5" DL 10 5 5/8 8"h x 10"v 0.036" 40.0 Shadow Ridge Double 5" DL 10 5 5/8 8"h x t0"v 0.042" 40.0 Chatham Ridge Triple 3" 9 3 h 8"h x 9"v 0.040" 40.0 Somerset Beaded Single 6''A" 61/2 6.5 h S"h x6.5"v 0.044" 60.0 Castle Ride Single 8" 8 8 Y. 8,11 x 8"v 0.044" 46.6 Board & Batten Single 7" 7 7 3/4 7"h x 7"v 0.048" 46.6 Parkside Triple 3 1/31' 1 10 S 1 Y: I 8"h x 10"v i 0.0387 1 -40.0 N • REF '''% N J v.•''CEN '. No.19354 PROPUCfREVISM) whapnF7atiG S-O'• STATE OF :4 t3 n• 6SS NALIEC.``°` ayoatxmo.w.. 3a ANLAIP}I2A/3 No. I - II A B B yy TB A C' ` C SINGLE B i DOUBLE B'.' TRIPLE B f 3 WOOD FURRING STRIPS 1. 2 MIXED SOUTHERN PINE ` t BETTER. PLACED VERTICALLY. ACINGT6 MATCH HORIZONTAL ACING IN TABLE. FASTEN TO 4SONRY BLOCK WITH 3116" DIA. W TAPCONS WITH MINIMUM 1/14"EMBEDMENT. TAPCON ACING 8" MAX. WHEN FURRING AT 12" AND TAPCON SPACING MAX. WHEN FURRING IS AT 8". GALVANIZED ROOFING NA1L--11 1/8" SHANK DIA., 3/8" HEAD DIA. X 1-1/2"LONG. FOR SPACING, SEE TABLE. FOR SPACINGS AT 8", OF NAILS MUST PENETRATE SCUDS STUDS 0 MAX. SPACING 16" O.C. 518" (5) PLY PLYWOOD, ATTACH TO STUDS WITH 1.1/2" ROOFING NAILS AT 3" MAX. SPACING, OR #8 X 1-5/8" WOOD SCREWS AT 12" MAX, SPACING. iTUD WALL BLOCK WALL; WALL SECTIONS GENERAL NOTES I 1 GEORGIA PACIFIC VINYL SIDING & SOFFIT. PRODUCTS ARE MFG. FROM A FORMULATED PVC COMPOUND MEETING OR EXCEEDING THE REQUIREMENTS OF ASTM D 3679 STD. FOR PVC SIDING AND COMPOUNDS. 2 WALLS AND SOFFIT TO RECEIVE VINYL SIDING / SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY, CRACKS AND DEFECTS THAT SHALL BE ELIMINATED. 3 WALLS SHALL BE WATER PROOFED WITH ASPHALT SATURATED FELT OF NOT LESS THAN 15i1/100 SQ. FT. AS DESCRIBED IN SECTION 2121.6.2 OR I404.2 OF THE FBC. 4 WALLS & SOFFIT WHERE THE SIDING / SOFFIT ARE TO BE INSTALLED SHALL BE DESIGNED BY A REGISTERED ARCHITECT OR ENGINEER ACCORDING TO THE FBC AND THE MINIMUM REQUIREMENTS OF THIS DRAWING, 5 INSTALLATION OF THE SIDING / SOFFIT AND ACCESSORY PRODUCTS SHALL BE DONE IN j ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE SECTIONS OF THE FBC. LLENIN. REEVES, P.E. STRUCTURAL ENGINEER GEORGIA PACIFIC 4300 WILDWOOD PKWY, SUITE 300 ATLANTA, GA 30339 INSTALLATION DESIGN., DRAWING FOR VINYL SIDING DRBAWN ANR . DATE: 25 JAN. 2013 . PLA File #12-0829.13 Revisions Date I SCALE: VARIES SHEET 1 OF 2 s GALVANIZED ROOFING NAIL 1/8" SHANK DIA., 3/8" HEAD DIA„ X 1-1/2" LONG, THROUGH NAIL HEM HOLES AND BATTEN AT INTERLOCKS 8 X 2" WOOD SCREW, BATTEN TO FASCIA ROOF I;RAMING, ?A" MAX. SPACING ' ROOF,FRAMING 1 X 2 BATTEN VINYL SOFFIT J-CHANNEL'. 2„ 10 . 10" . 2- WALL 2A„ ROOF OVERHANG EAVE CROSS'SECTION b'0 o O O O O O' O ct O O O O O O p 0 O O, • O O Q o_ a 0 VENT PATTERN i THICKNESS 001 DESIGN PRESSURE S NET FREE AREA IN'/F'T2 XPROVED MODELS CONFIGURATION EXPOSURE INCHES 150 Tri le 4" 121 0.035" 33.3 0 151 Tri to 4" 12! 0.035" 33.3 14.34 152 Triple 4" 12! 0.035" 33.3 4.78 140 Double 5" 10, 0.044" 140.0 0 141 Double 5" 10, 0.044" t40.0 6.20 144 145 Double 5" Double 5" 10, 10 0.040" 0.040" t40.0 E 40.0 0 6.20 157 158 Beaded 7" Beaded 7" 71 71 0.040" 0.040" 40.0 40.0 0 1 2.66 9 BEADED 7" I 1T 1 /21, DOUBLE 5" 4„ 1 /231ULU. Tom" 10^ 1 12" BATTEN- NAIL NAIL BATTEN NAIL- 7'. BATTEN _ I SOFFIT SOFFIT SOFFIT e ' f 1o`• F2FF.,, WOOD ROOF FRAMING Pti!G E N 3F• (i 24.'MAXIMUM.SPACING No.19354 *= EAVE LONGITUDINAL SECTIONS enooucra&VOL'D ma=qtyi% WA Flo" E y Zrcam,' STATE OF ram` c<` <. O R 14• (j: ALLEN N. REEVES, P.E. STRUCTURAL ENGINEER ar '''. s' • " C ` FLORIDA LICENSE NO. 19354 Mi.nii p de Roduct ConnM '''qrs/fONAL 6u6. %?. ,p Q, ! GEORGIA PACIFIC 20 .lAN!l fR y 215J,2 4300 WILDWOOD PKWY SUITE 300 10" y-'I 1 X 2 WOOD BATTEN SY RIPS No. 2 MIXED SOUTHERN PINE OR BETTER EAVE FRAMING ISOMETRIC VIEW No. ATLANTA, GA 30339 INSTALLATION DESIGN DRAWING FOR VINYL SOFFIT DRAWN ANR GATE: 25 JAN. 2013BY:_]. PLA File #12-0829.13 Revisions _ Date SCALE: VARIES. SHEET 2 OF 2 LIMITED POWEA'i 1ORN Y Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Tate:.__ t? f I hereby name and appoint: r an agent to be my lawful attorney -in -Fact to act for the to apply for, receipt for, sign for and do all things necessarytothisappointmentfor (check only one option): The s cific permit and pti do for work at at: Expiration Date for This Limited Power of Attornev:„ License Holder Name State License Number: Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrume was acknowledged before me this dayo 2© d, by . 0l l 0 L lftllVq,J/ ._. who ist ersona y known to me or to who has produced ; ' ; as identification and who did (did not) take an oath'. At N S yIN F ssipy Y4-1 '.. i O , 000 z EE 87M Rcv, OS.12) t t._t, j) 7- or type naf-Je i Notary Public - State of tl Commission - No. _ My Commission Expires: Slw> Y.k Scanned by CamScanner CITY OF SANFORD Contractor Registration Application P. 0, Box 1788, Sanford, FL M72-1788 Phone. 407.688,5150 Pax 407.688.5152 Email: building@sanfordn.govsanfordfl.gov Date: i3usincss Name; n Business Mailing Address: 7 t City: State Zip; p11 ZY6 — Business Phone: VD S ss lax # Emai Name of Qualifier on State License. tJ 41.c t o U State License Classification: State Lice nsc Number: A registration fee Is not required. We do not mail confirmation Of registration. State Certified Contractors: Statc.lieense from Department of Business and Professional Regulation. Certificate of workers compensation insurance AND general liability with the City of Sanford listed as thecertificateholder. If faxed or emailed it MUST come from the insurance agent%eon pany. Certificates fromcontractor's offices arc not accepted. Copy of valid business tax receipt State Registered Contractors: State license from Department of Business and Professional Regulation. Current Seminole County Camp Card Certificate of workers compensation insurance AND general liability with the City of Sanford listed as thecertificateholder.. If faxed or cmail d it MUST come from the insurance agent/company. Certificates fromcontractor's offices are not accepted. Copy of valid business tax receipt Speclaity Contractors Certificate of workers compensation insurance AND general liability with the City of Sanford listed :as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates fromcontractor's offices are not accepted. Copy of valid business tax receipt Control # City Registration # Ray. 07.16 ts.:e'S A+k'aF i%adn1'. __..t.L. r..`t., ..4Y.`' u. 1 vS,.sl :1` ., "?5 :i.{h'i n 3a Scanned by CamScanner REQUIRED INSPECTION SEQUENCE BP# I'7 — 16 r`9v^nIL1W:61'e1w 1CIL11G19'&H,N `- Min Max Xns ection IlDescr i tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, , Lintel / Tie Beam / Fill / Down Cell Sheathing— Walls Sheathing — Roof Roof Ivry In Frame Insulation Rough In Firewall Screw Pattern Drvwall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: 109 Iq. t L min Max Ins eetion Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ter Min Max Inspection ljDeser°Il tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Max Inspection Description Mechanical Final min Max -Inspection Descr i tion Gas Underground Gas Rough Gas Final REVISED: June 2014