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HomeMy WebLinkAbout3103 S Park Ave0 Permit # oS- aI_T� _ Job Address: 45OU Description of l �) Historic District: j Zoning: CITY OF SANFORD PERMIT APPLICATION rT 7ITIf\1� l late: Value of Work: 3 mo 1,5rD& Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool I Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. AcceptancjoofOwner/Agea� is verification th will no ' e owner of the pr pe of the requirements of Florida Lien Law, FS 713. ate Signature of Contractor/Agent Date Contact Person: (Attach Proof of Ownership & o Phone: State License Number: s ame Print Contractor/Agent's Name i -State of Florida Date Signature of Notary -State of Florida Date FLORENCE A. DE GRAVE MY COMMISSION 4 DD 164260 N EXPIRES; November 12, 2006 OwnetF a or ���l Contractor/Agent is Produced ID Sy- ?W__`` v _ Produced ID �136�APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) (Initial & Date) Special Conditions: Utilities: Personally Known to Me or FD: (Initial & Date) (Initial & Date) CITY OF SANFORD BUILDING DIVI OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTIN Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. hi an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 3 I,10VA)TO VAJ do hereby state that I am qualified and capable of performing the req sted construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. y45 4� ImerABuildi;Sr' Date AWa ill oo� �. P t Owner/Builder N e '1031 aZ 2 OLov of Notary—State of Florida Date m g Vl N pp rn o m Owner is Personally Known to Me has Produced ID ac) '-7 DT- &. - a "C) Seminole County Property Appraiser Get Information by Parcel Number PARCEL DETAIL t� i f I� SemintAr C(mnly F:VpPr1 Yomo�trRalser .4rrxer lot K. Nsrst St. Sanford F1. 12771 7 40.465 7SO6 RTAT I ATT PTR50NAt rnor. R[71] SAtl" SUAIVIT2, SIMON .... : .. GENERAL Parcelld: 12-20-30-501-0000- 0450 Owner: JONES RONNIE E & Tax District: S1-SANFORD Exemptions: HOMESTEAD Own/Addr: FOSHEE PAULA G Address: 3103 S PARK AVE City,State,ZipCode: SANFORD FL 32773 Property Address: 3103 PARK AVE S SANFORD 32773 Subdivision Name: SOUTH PINECREST 2ND ADD Dor. 01 -SINGLE FAMILY SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 06/1995 02933 1664 $56,000 Improved Find Comparable Sales within this Subdivision IA-1ki1�7 Land Assess Method Frontage Depth Land Unit Units Price FRONT FOOT & 77 153 .000 190.00 DEPTH Page I .4 I Back [:> ► 2005 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 1 Depreciated Bldg Value: $58,288 Depreciated EXFT Value: $583 Land Value (Market): $15,069 Land Value Ag: $0 Just/Market Value: $73,940 Assessed Value (SOH): $51,534 Exempt Value: $25,000 Taxable Value: $26,534 2004 VALUE SUMMARY Tax Value(without SOH): $1,020 2004 Tax Bill Amount: $524 Save Our Homes (SOH) Savings: $496 2004 Taxable Value: $25,573 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Land LEGAL DESCRIPTION PLAT Value LEG LOT 45 SOUTH PINECREST 2ND ADD PB 10 PG 89 $15,069 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1957 4 1,094 1,847 1,094 CONC BLOCK $58,288 $80,956 Appendage I Sqft UTILITY UNFINISHED/ 168 Appendage I Sqft OPEN PORCH UNFINISHED 163 Appendage I Sqft CARPORT UNFINISHED 1330 Appendage 1 Sqft ENCLOSED PORCH UNFINISHED 1192 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New SCREEN ENCLOSURE 1996 416 $583 $832 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. ** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value- http://www.scpafl.org/pls/web/re—web.seminole—county title?PARCEL=12203050100000... 11/1/2004 5 � o2'f � o2G lti� " 7F 0000© 333 Seminole County Property Appraiser flat Maps f 10-89 '�'.'', http://www. scpafl. org/pls/web/re_web. show_plan?csec= l 2&ctwn=2.0&crng=30&csub=50... II/l/2004 Slopes of less than 3" on 12" ar ecomm Side laps should face away from the driving rain. Lay the first sheet along the eave at the down -wind side of the roof, farthest away from the direction of the prevailing winds. (See Figure #3). Install sheets in the sequence shown in Figure #3, always end lapping the upper panel on top of the lower panel. \\ Figure #4 - Installation Options 14 Figure #3 - Sheet Installation Pattern for 5V �— Prevailing Wind \ 2"x4's 2' Spacing 6" Endla� Wood Frame Use Maximum 2' Purlin Spacing Install Metal Do not use this option for heated spaces Solid Deck* Lay plywood Deck Apply 301b. Felt Paper Install Metal Existing Shingles* Apply 30 Ib Felt Paper Install Metal * Proper ventilation and vapor barrier protection recommended for heated spaces. Allow an overhang of 2" at the eave to provide for a drip edge. Use inside closure at eave to prevent insect or bird infestation at openings. To protect against uplifting winds and to provide a finished appearance, apply rake trim or other standard gable trim. Apply fasteners every 6-10". 14" ridge cap is recommended to prevent leakage. Sea] off ridge and panel using outside closure strip. Use of 3/8" butyl caulk tape is recommended at all side laps, especially for more shallow roofs. Apply the tape as shown in Figure # 5 at all lap ribs. Do not block the siphon channel with the tape. Figure #5 - Proper Application of Butyl Caulk Tape Siding For best results, start siding at a door, window or other opening in the wall. Use corner trim or other standard trim for strong, neat edges. ALLOWABLE UNIFORM LOADS PER SQUARE FOOT (Three Spans or More) NOTES: 1. The panel weight has been deducted from the allowable stress values. 2. The properties and load tables are for the panel alone. The panel profile has been assumed to remain constant under loading. The capacity of clips and fasteners is not included. 3. The panel section properties have been calculated in accordance with the 1996 AISI Specification. 5V UL Ratings are: UL2218 Impact Resistance Class 4 ---- UL790 Fire Resistance Class A 26 Gauge 5V received Miami -Dade County Approval Control #02-0322.08 when using proper fastening pattern. It is the users responsibility to verify all applicable code requirements for the area, check all measurements, and determine suitability of product for,job. IMPLIED WARRANTIES OF MERCHANTIBILITY AND FITNESS FOR PARTICULAR PURPOSE ARE DISCLAIMED. Copyright © 1948 by Union Corruguting Company. All rights reserved. No part of this document may be reproduced or distributed in any form whatsoever without prior written authorization. Rev. 7/02 LIVE LOADING WIND UPLIFT LOADING Span (inches) 18" 24" 30" 36" 42" 48" 54" 18" 24" 30" 36" 42" 48" 54" Economy 32 18 11 7 5 3 2 56 25 13 7 5 3 2 29 Gauge 65 37 23 16 12 9 7 1I8 66 43 30 22 17 13 26 Gauge 89 50 32 22 16 13 10 158 89 57 40 29 22 17 NOTES: 1. The panel weight has been deducted from the allowable stress values. 2. The properties and load tables are for the panel alone. The panel profile has been assumed to remain constant under loading. The capacity of clips and fasteners is not included. 3. The panel section properties have been calculated in accordance with the 1996 AISI Specification. 5V UL Ratings are: UL2218 Impact Resistance Class 4 ---- UL790 Fire Resistance Class A 26 Gauge 5V received Miami -Dade County Approval Control #02-0322.08 when using proper fastening pattern. It is the users responsibility to verify all applicable code requirements for the area, check all measurements, and determine suitability of product for,job. IMPLIED WARRANTIES OF MERCHANTIBILITY AND FITNESS FOR PARTICULAR PURPOSE ARE DISCLAIMED. Copyright © 1948 by Union Corruguting Company. All rights reserved. No part of this document may be reproduced or distributed in any form whatsoever without prior written authorization. Rev. 7/02 Roof Diagram IN Roof Sheet (MS/B 0450) Coverage BLDG -f RONALD E. JONES 3103 S. PARK AVE. SANFORD, FL 32773 Length Width Times Qty Sq Ft A 11'8" B 31' 7� 1 1 = 368.47 C 29' 3" D 11' 3" 1 1 = 329.06 G 43' H 37' 1 1 = 1,591.00 I 16' J 1191, 1 1 = 28.00 K 13'9" L 11' 3" 1 1 = 154.69 Total Sq Ft 2,471.22 Divided by 100 24.71 Cutting Loss 10% 2.47 Estimated Squares 27.18 Sep 16, 2004 -� fl��nn�`"cR��E ��fl�4�Fr� N l. AiN I i q� mmmmw� -ummum �Ncl��sc �Fnt�JK ` �ftRrc� �� � R C- E,cr,�iY Fax:9047512745 ivov 1 LVV4 Product Approvals Under The Florida Bid* Cede The new Florida Building Code that was implemented March 1, 2002. includes a Product Approval System that was implemented October 1, 2m - This is to advise that; Southeastern Metals Mfg. Co. produces Metal Roofmg„ Trims, Flashings, Storm panels, and Ventilation components that are in compliance with the Florida Building Code 2001, in accordance with ASCE 7 -98. Product compliance is demonstrated for a statewide approval through performance criteria, and standardized testing, or by compararative, of rational enginouing analysis methods that demonstrate compliance with the code. Further we maintain a Quality Assurance Program as pati of our Underwriters Laboratory, and Miami Dade approval contract.. The S co products that have Building Code approvals, & approved testing are: 1.5V Crump Roofing Panel System. (Testing & approvals) Miami Dade County N.O.A. No. 01-091911, & Florida Building Code # F1,472 . Sem-Lok hoofing Panel System. (Testing & approvals) lviiarni Dade County N.O.A. No. 03.0213.09; & Florida Building Code # FU274 3.Vertti-Lok Roofing Panel System- (Testing & approvals) Miami Dade County N.O.A. No. 01-1019.04 for metal decidng No. 011219.07 for wood declang & Florida Building Code iFL-275 4. Rock -Lok Roofing Panel System. (UL engineering Listing) UL Certifteation 820735, & Florida. Building Code 4TE,276 5. SM -Rib Roofing Panel System. (Testing ,& approvals) Miami Dade County N.O.A. No. 04-0518.03, & Florida, Building Code #F1.'3229 6. Goose neck vents. (Testing & approvals) Miami Dade County Pending; N.O.A. No. 03-1008.01 7. Off Ridge Vents. (Testing complete approvals) Miami Dade County N.O.A. No. 03-1008.02, & Florida Building Code#FI,276 g. Storm Panel Systems, Aluzr�jnum & Steel panels, (testing & approvals) rami Dade County N.0 -A. No. 01-0718.15 for Alum System N.O.A. o2-0809.02 for Galy. System, & Florida Building Code 4FL- 277 9. ROOF trims & Mshings are min. G-90-26 gauge (0179) feel, or (024) aluminum. (Meets Building Code prescriptive size requirements) Our Florida Building Code approved manufacturer organization # is PDM -1948. a-Edge/drips require 2" min. roofFlange & min.3/4"face dimension, and also requires a cleated face for all vertical trims greater than 3" for Alum - Or greater than 4" for steel- This includes all meal roofing trims as well. b.Angle & Step Flashings require 4"x 5" min dimension c.Roll valley requires 16" min, width, also 16" for pm -farmed valley d.Z flashing also requires a min 26 gauge of (.0179) steel 0-90 For further product information please visa our web site www_semetalS.cQW Or contact your sales representative at (800) IW315 G�� ilitlt"1i� piCiCj.1l' �S Fax:9047512745 Nov 1 2004 10:57 F.04 ERMSCONDITION-S, NXTAL ROOFING TERMS ARE STANDAM job site delivery available Job site delivery disclaimer must be completed to. use this service. job estimating and takeoffs available Please inquire. We offer this at no charge as a value added service. Takeoff disclaimer must be completed to use this service. Cancellations Gibraltar Construction Products will honor cancellation prior to manufacturing. Any order which has already been manufactured is the property of the purchaser. Claims All claims of shortage, damage, etc• must be made within 49 lho= of the date�af receipt_ Claims must be accompa- nied by a copy of the bill of lading verified by the shipper which must indicate shortages or damages as received. Gibraltar Construction Products can not honor shortage or damage claims on freight carriers unless the carrier's p a - perwork is duly noted. Returir Policy All 5V Crimp Panel orders are considered "special.order products." Special order products can not be returned. Wamanted Products Gibraltar Construction Products will be happy to provide you with a draft copy of our warrantY for Acrylic Cralvalume or Semcoat painted products. Failure to request this draft will indicate you accept the contents there in. Indemnity All prices and/or designs are subject to change without notice. Terms of Sate 112% 10 net 30 FOB shipping point. Safety Gibraltar Construction Products recommends the compli- ance with the Florida Fall Protection Act. Please contact Gibraltar Coustmction Products if you have any questions. 6 GIRItAT..TAR CONSTRUCTION PRODUCTS Disclaimer While we make every attempt at accuracy, we are not re- sponsible, for typographical or printing errors. A��ile I,lliltedrranties Acrylic Coated Galvalume 20 Years; 6 Months Semcoat Paint 25 Years Glossairy lwmms Ridge Gap - This,accessory is used at.the peak of a . two -slope roof. The edge_ .can be ventilated by using a ridge vent. Hip Can - This accessory covers pio ecting angles formed at the intersection of e two sloping roof planes. Gable Trim - This accessory is installed on the edge of the roof between the nd a and the eave, hold- ing down the first panel edge and the last panel ed e. Eave ' 'im - This accessory is used at the eave or gutter edge of the building, and.must be installed before any panels.. Valle . This accessory is used to flash the valley formed by intersecting roof planes. Sidewall This accessory is used when the roofing ppanel is installed parallel to a vertical wall. Endwall - This accessory is used when the upper end of panel butts into a .vertical wall. Slope Transition - This accessory is used where two roofs of different pitch meet; the top section be- ing steeper than the lower section. Gambrel Condition - This trim is used to transition from a love slope to a steep slope. . Roofing Square 100 Square feet or 10' X 10' (800) 690-7235 7 r Fax: IJu41Lr4J JjUV L NfiamiDade CtAmty [web_name.htm] cage I' at (fir imag+e.htmJ hl'!)J (button bar.3ttm j M. Detail Applicant Inforrnatian Sauthe2tstelm metalsA�anufacturi>�,I CO-, irrc. Applicant Jim Horton Contact 11801Industr Drive Addddress Jacksonvilte City Mate FL - Florida ZipC.ode 3T218 . jrp") 757-4200' Phone (904) 751-0431 Fax Email jwhorton emeta6s.com Internet 100284 alias nuary/1712047 You may also be interested in outer N.O.A. files approved for the above Applicant — Lfo,om. _COzoq htm] e -ma your oortw-rlts. Ques5°ns and suggestions to Web_Vstar This p2ge was kw Cdited on. AprO 07, 2004 (copyrnght.hImj Iltip.Ilwww.IltlaMxC 8d8.eOVIbujjdjngC,Ode. FC -I SL11L detail app- sp Pp V Crimp Meta! RooSng Panels unet14t2008 '13.19 ovem<�ertl�l200ti V Crimp Metals Roofing Panus !19.11 vemberfl 5=06 �=063" Aluttfinum Stotrn Panels utter l Wei -Lok Shap -Lok Standing Seam Metal Roofing Panel (SteeDeck) nuary/1712047 719,04 l_ aril-Lok Snap -Lok StandingSeam Metal Roofing Panel over Wood Deck nuary117l2007 2'19.7 2 Gauge Galvanized Steel Storm Panel Shutter ober/10/2007 909.02�0 -- rn lok Strap -Lok Standing Seam Metal Roofing Panel U3t2008 213.09 _ PwriV1 5/2009 Lfo,om. _COzoq htm] e -ma your oortw-rlts. Ques5°ns and suggestions to Web_Vstar This p2ge was kw Cdited on. AprO 07, 2004 (copyrnght.hImj Iltip.Ilwww.IltlaMxC 8d8.eOVIbujjdjngC,Ode. FC -I SL11L detail app- sp Pp Southeastern Metals Manufaciuring Co_, fat. Solar Group, Inc. Appleton Supply Go., Inc. USP Lumber Connectors Weather GvaM Building Products OOT Metal Products Fax:904eb11r45 rvuv 1 4V1111" ��•� Southeastern HeLals Manuf acturing Co , Me 11801 Industry Drive • P.O. pax 26347 Jacksonville, Florida 32218 (904) 757-4200 • (800) 874-0335 Manufacturers Recommended fastening Schedule For buildings with < 36 mean roof height - 3112 to 7112 pitch ` Based on ASCE 7-98 (exposure C) 5V - Metal Roofina Panel ALTERNATE FASTENING SCHEDULE FOR YARIOU$ WIND SPEEDS WIND SPEED REGION ROOF FASTENER FASTENER PLACEMENT 100.110 MPH 120 -130 MPH 144 -150 MPH ZONE TYPE S17.E TO o.c. TRIM O.C. - TRIM O.C. TRIM SPACING AREAS SPACING ARIAS SPACING ARW ZONE NAIL I0d s 1 Edd- WOOD 24" I2- 24' 12- 12" 1 WO00 SCREW #9 X 1 la- WOOD 24' 1r 24- i2" is- H' METAL #12x1" <15GA SCREW 24' 12' 24" 1r 1C r #14x718" 2118GA ZONES NAIL 10C x 1 974' WOOD 12- 6' 1t1" 5- r 4' 2&3 WOOD SCREW #F9 X I la- WOOD 24' 12' 24' 12" 15' H' METAL 612 R 1' < 18 GA SCREW 24-. 1r 24- 12" 15- 8" SI4 x 778' a 18 GA Zoite 2 a .... .............. .Z_ ......... �- RJCi e a Zone 1 �Gabt� t- Eave Zone 3 Note: Dimension a is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, a cannot be less than either 4% of the minimum width of the building or 3 feet. ^" .y Fax:9047512e45 MIA1VFIflAt BUILDING CODE COMPLIANCE OMCE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEFTANCia QA Southern Metals Namffacturing Co., Inc. 11801 Judus" Drive jacksvnvrlie, FL 32218 1140V 1 LVV4 lv•.ji MLAW OADE CMM, FWMA METRO -BADE n.AGiFR BUR -WG 140,%VLgf' FLAGLIRSTREET, SME 1603 MJAK FLORIDA 33130-1563 (3o5) 375-29(31 FAX(305)375-2908 SCOPE: This NOA is being issued wader the applicable rales and regulations. governing the ase 0-f' constructioal m4erials- The doeumentation submitted bas been reviewed by the BCCO and accepted by the BuIlding Code and Product Review Committee to be used in Miami Dade County and other areas where aalorved by the Authority Having Jurisdiction (AIM - This NOA shall not be valid after the CxPuation date stated, below. m10 BCCO (In Miatni Dade County) and/or the Aj-U (in areas other than Miami Dade County) reserve the right to have this product or material tested fOr quality assurnraae purposes. If titin product or material fails to perforlu irz the accepted mamaer, the manufactu= will mur the expense of such testing and the AHl may immediately revoke, modify, 0-r suspend the use of such product or material within their jurisdiction. 13CCO reserves the right to revolve this acceptance, if it is determined by DCC0 that this product or material fails to meet the requirements of the applicable building code. This product is approved as described henin, and has been designed to comply with the South. Florida Building Code, 19% Eltiorn for Miami -Dade Count' or Florida Budding Code. DESCRIPTION: 5-V Crimp metal I2,opfiug Panel systema RENEWAL of this NOA shall be crosxk=d after a renewal applicahon 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 these bzs been a revision or cage in the mawnals, use, and/or manufacture of the product or pmocss. Misuse of this NOA as an went of any product, for sales, advertising or any curer purposes shall automaticaW terminate this NOA_ Failure to comply with any section of this NOA shall be cause for terminwon and removal of NOA- ADVERTISEMENT. OAADVF.RTISEMEN . The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literatum- If any pottion of the NOA is displayed, then it shall be done in its entirety_ INSPECTION: A copy of this entire NOA sisal] be provided to tine user by the xnantnfacturer or its distributors and shall be available for iuspection at the job site at the request of the Building, Official. This NOA Consists of pages 1 through 3,. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA, No.: 01-8919.11 Expiration Dates 11/8$/06 Approval Date: 11/08/01 Psge 1 of 5 Fax :9047512745 i40v 1 ZUU4 II J I JQ RoomG SYSTEM APPPovAL egg vo Roofing Sub-Catmory- Non-SMwft rat Metal Roofing Mats!A: Steel Mnirnum Dggio fressnr - -575 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: 'rod d ffiffl M &)ff w-9i0M PrgIM DescriAiion Length: various Corrosion resisCsmt, C5 -Vv Crimp MetallRoof Height : 7116 5 galvPA 12aiume ongalvanind nels Width: 25 r4" perfanned, coated, pre - (Coverage width: 24') finished, metal Pawk• Thickness: 0.0217 EviDENCE SUBmmm : Test Aemcv TcstYear Test &MS2 #- Date ConStruGti4n Direct Deck Test Research 5898A Uplift Oct 1993 Laboratory, Im. ePrn sure ASTM[ E 330 Wind Driven Rain Construction veir Battens Test � ss9s� ift Uplift e 1993L' aboratoty, Inc. Testingapt. ASTM E 330 Wind Driven Ram Hurricane Test 0041-0142-98 UL -584 test Ian. 1998. Laboratories, Inc_ PA 125 NOA No.: 01.-0919.11 Expiration Date: 11/08105 0 Approval DaW 11)6"1 Page Z of 5 Fax:904r511r4�D � r . APPROVAL ASSEMBLY: System: "5v -Crimp metal Pastels Deck Type: Woad, Non-koilated Deck Dmription: 19132" or g mater plywood or wood. pluk. IVU V 1 LUV" tU • vv Slope Raatge: 2":12" or greattr Maximum Uplift The maximum allowable design pressn for the 24" wide panel shall be Pressure: -57.5 psf. Deck Attachment In accorduce with applicable building code, but in no case it shall W less limn # S x 1%" screws or Sd annular ring shank nails spaced at 6" o.c. In re -roofing, where deck is less than 19/32 thick (misun t5/327) the above attachment method must be in addition to existing attachment. Undertayment: Minimum underlayment sball be a ASTM D 226 Type H installed with a minimum 4" side -laps and i5 end -taps. UntderWineut shall be fastened with conudon V resistant tin -caps and 1'/." annular ring -shank nails, spaced 6" o.c. at aH Laps and two staggered rows 12" o.c. in the field of the roll. Valleys: Valley construction shall be in compbaace with Roofing Application Standard RAS 133 and with current pubisshed installation instructions and details in Soutlftstern Metal Mamvfactut ng Metal Roofing installatioa Manual. Fire Barrier For class A or B fire ratite, install minimum 1/s" tbick Georgia Pacific "Dens Marti: Deck" (with cunvnt NOA) or minimum 4mm thick of Triter, RockRoof (with current NOA) or 5/8" wager resistant type X gypsum sheathing with treated core and facer. MeW Panels and Install the "W -Crimp panels" and accessories in compliance with the Current ,A.ctemrtes: publisbed installation instructions and deUds m Southeastern Metals Martufacttumg Company's Installation Man". Plashmgs, penetrations, valley construction and other details shall be consirected in compliance with Roofing Application Standard RAS 135. I _ At tate eave, rake, and ridge, fasteners shall b located not more dm 3" away from the panel end_ 2. The leading side cdgc offt panel should be the nde with tate anti-osxphon groove; each panel side will overW this channel to provide a capillary brake. 3. The pa Is shall be fastened with #9 x. 2" metal roofing sealing washer screws in the cmwn of the inverted V ribs as shown in the details hereig. 4. T'he panel's width fasteners shall be spaced at I l %" to the center rib, Then 12 'lz' to the next, perpendicular to the slope, through ttte overlapping panel. The flat area of tate panel as shown in the details herein. S. The pastels fastening pattern at the interior of the panel, shalt he in rows spaced . 16" o.c. running parallel to the slope of the roof. Nt3A No.: OX-t)919.I.I Expiration Date: I1/OW Approval Date: I IMMI Page 3 of 5 TJ : rl � `b 45-V CR " METAL ROOF PANELS S 1/Z" - • 11 i/2" — 7116" J2112" FASTENING PATTERN FOR 5V -CRIMP AT INTERIOR OF PANEL FASTENING PATTERN FOR SV-CPJMP AT EAVE & RIDGE F.Q - AT t-nn,7 T A0H gt-117Tq) t—.06: Xe NOA No.: 01-019.11 Expiration Date. 1MO6 Approval Date_ 11M)o1 Fax'-904(511(4�) ivuv 1 lv•✓v SYSTM ][.,LMITAIIONS 1. Increased design p=w'es at perimeter and comer areas, in c=pliawe with applicable Wding code may be met through rational analysis by increasing the number of attachment points in this areas. The maximum fast mer spacing noted in the "Systeaxts Description" section of d$ s approval shall not be exceeded. All ratiamil an*sis computation shall be prepared, signed and sealed by a Florida Registered Professional l ngineer, Rzgi r- Architect, or Registered Roof Consultant. 2. Panel shall be roil formed in continuous lengths from eave to ridge. Maximum lengths shall be desetibed in ft Roofing Application Protocol RAS 133. 3. All panels shall be permanently Labeled with the manufa�s name and/or Xogo, and the following statement: "Miami -Dade County Product Control Approved, END OF IWE ACCMANCI NOA No.: 81-0919.11 o ExpiratioA I)a@e: 11lAm Approval Date'. 11/0"I Pale 5of5 gg sl- - 7 Ego PLANS REVIEWED CITY OF SANFORP