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123 E Jinkins Cir
r — - & Permit # Job Address: CITY OF SANFORD PERMIT APPLICATION / t j Date: (2211 (p 10 Ste' L �l Description of Work: %^ Q Ot b ✓ f r - Historic District: Zoning: W4 h iQ R Total Square Footage�,/z�r �t7 Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration b 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 Wader Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential v/ Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: I" `� 6 , i117 /r r Contractor Name &/Address: .q S 1/1 /£/!' Y V 2/l Phone & Fax:��D 7 7 7 tS �S ® ��� 7' —� 3' C"12 it h % !G 7 ?p ontact Person: -7.7Phone: 41)Q7-,17,3."_ C v /77 r^ ��� PC State License /Number: 6 /-�% f Lo 12 Phone: % 07 Bonding Company: Address: Mortgage Lender: , Address: Arch itect/Engineer: Address: Phone: 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. Acceptance of permit is verification that I will notify the owner of the property of the requirem s f F 'da L' aw S 713. -O to Signature of Owner/Agent Date azure of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID Date APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 03/2006 Print �ntr tor/Agent's Name �r<..� 8-tc��(� Signa ueofNot y -State of Florida Date a°tr ^o Notary Public State of Flonda Holly Marie Capponi My Commission DD464199 . Contract 15 ato Me or _ Produced ID ENG: BLDG: a V, I im. 00 / I Permit Number Parcel Identification Number Prepared By Return to: Majestyk Construction Company, Inc. 1251 Seminola Blvd., Suite 100 Casselberry, FL 32707 NOTICE OF COMMENCEMENT State of Florida County of Seminole I IN 1911111111119611111111 III 9911111 III 111111111111III 11111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY CLERK'S # 2006132752 RECORDED 08/16/,2006 11128100 AM RECORDING FEES10.00 RECORDED BY H Bailey The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available): i—OT 15 A 0 Z C 1Z N1 A44 Pig 12— PG -4 a 2. General desedption of improvement(s): RE -ROOF 3. Owner Information: 3 A � Name: Carol}' Allen Telephone Number 407332-6905 Address 123 East Jinkins Circle Fax Number Sanford, FL 32773 Interest In Property: FEE SIMPLE 4. Fee Simple Title Holder (if other than owner shown above): Name SAME AS ABOVE Telephone Number Address Fax Number 5. Contractor: Name MAJESTYK CONSTRUCTION CO.,INC. Telephone Number 407478-5250 Address 1251 SEMINOLA BLVD., SUITE 100 Fax Number 407478-5253 CASSELBERRY, FL 32707 6. Surety (if any): N/A Name Telephone Number Address Fax Number Amount of Bond S 7. Lender (if any): N/A Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes: Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713,13(1)(b), Florida Statutes: Name Telephone Number Address Fax Number 10. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless different date is specified): to Si ed Signature of O er (Note: per 713.13(1)(o), "owner must sign ... and no one else may be permitted to sign in his or her stead." Shorn to and subscribed before me this �� l d62 by ay of \ tom 20 U who is Vpersonally known to me OR ❑ produced as identification. J Signature of Notary SEAL........... TINA L. COBOURN q, Uc+ MY C0P;iMISS10N # DD 567863 .;a EXPIRES: June 25, 2010 BOndad'hru Notary Publio Underwriters 11/10/05 CONTRACTOR REGISTRATION APPLICATION City of Sanford 300 N. Park Avenue P. O. Bog 1788 Sanford, FL 32772-1788 (407) 330-5656 or (407) 330-5660 FAX (407) 328-3859 Date 8-)L0-0(,, 1. Business Name f[JA I i L/ 2. Business Mailing Address City b u r r State Zip 3. Business Phone g� �r�5 Fax C/ / 7, L17 Y- 4. Name of Qualifier on State License 3_`� rn t 5- y RG w )19 n 5. State License Classification 6. State License Number .STM �r Fw>u DA tNlot6 Y N" C f v °a8 ov ro 3 17 1/ Notaryis State of Florida Applicant's Signature Holly Marie Capponi My Commission DD464199 If State Certified: Mus p "„�, Vim' 04-a- license and occupational license; Certificate of Workman's Compensation Insurance or Waiver Affidavit. $10.00 registration fee will be assessed in lieu of,a�current occupational license. If State Registered: Must provide a copy of current State license and occupational license; Certificate of Workman's Compensation Insurance or Waiver Affidavit; a $2,000 Surety Bond; a Letter of Reciprocity sent from jurisdiction the H. H. Block exam was taken; a City of Sanford Competency Card will be issued. $10.00 registration fee will be assessed in lieu of a current occupational license. All Other Specialty Contractors: Must provide a Certificate of Workman's Compensation Insurance or Waiver Affidavit; a $2,000 surety bond. A $10.00 fee registration will be assessed. ***** Certificates of Insurance shall list the City of Sanford as a certificate holder. ***** *********************** OFFICIAL USE ONLY ********************* Control # City Registration# From: Crum To: MAJESTYK CONST. Date: 8/9/2006 Time: 11:09:04 AM vPage 1 of 1 CERTIFICATE OF LIABILITY INSURANCE 1 DATE (MMND/YY) 8/9/2006 PRODUCER Serial # 102050 CONDON MEEK 1211 COURT STREET CLEARWATER FL 33756 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED CRUM RESOURCES II, INC. 1-800-277-1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 INSURER A: FRANK WINSTON CRUM INSURANCE, INC. INSURER B: INSURER C: INSURER D-. INSURERE: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OF OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMBS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MR LTR ADDL INSRD TYPE OF INSURANCE POLICYNUM13ER POLICYEFFECTIVE DATE (MMIDDIYY) POLICY EXPIRATION DATE (MMOD(M LIMITS 300 N. PARK AVE. SANFORD, FL 32772 GENERALLIABILITY EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ COMMERCIAL GENERAL LIABILITY MED EXP (Ary one person) S CLAIMS MADE ❑OCCUR PERSONAL &ADV INJURY $ GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ POUCY nPROJECT nLOC AUTOMOBILE LIA131UTI COMBINED SINGLE UMIT (Ea accident) ANYAUTO BODILY INJURY S L OWNED AUTOS (Per person) SCHEDULED AUTOS BODILY MAIRY $ HIRED AUTOS (Per accident) NON -OWNED AUTOS PROPERTY DAMAGE $ (Per accident) GARAGE Wall TY AUTO ONLY - EAACCIOENT S OTHER TWIN EAACC S AUTO AUTO ONLY. AGG S . EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE S AGGREGATE $ OCCUR OCLAIMS MADE S S OEOUCTIBLE S RETENTION S A WORKERS COMPENSATION AND EMPLOYERS'YVC LIABILITY WC 6 0000 0000 1/1/2006 1/1/2007 STATLL X TORYUMITS OTHER E.L. EACH ACCIDENT $ 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/ MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If Yes, describe Unset SPECIAL PROVISIONS baler - E.L. DISEASE - POLICYLIMT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS THIS CERTIFICATE REMAINS IN EFFECT PROVIDED THE CLIENTS ACCOUNT IS IN GOOD STANDING WITH CRUM RESOURCES II, INC COVERAGE IS NOT PROVIDED FOR ANY EMPLOYEE FOR WHICH THE CLIENT IS NOT REPORTING HOURS TO CRUM RESOURCES II, INC EFFECTIVE 06/20/2005, APPLIES TO 100% OF THE EMPLOYEES OF CRUM RESOURCES II, INC LEASED TO MAJESTYK CONSTRUCTION COMPANY, INC. 407-483-1019 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SHALL IMPOSE CITY OF SANFORD NOOBLIGATONORLIABILITY OFANY KIND UPON THE INSURER ITS AGENTS OR ATTN: CONTRACTOR REGISTRATION REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 300 N. PARK AVE. SANFORD, FL 32772 ,-Armee ,f! /q&. IMPORTAffn THIS LICENSE MUST BE POSTEaWNSPIGUOUSLYIN YQUR, PLACELOF f3USlNESrS. PENALTY FOR, FAILURE TO DO SO GITY:OF GASSELBERRY. 95 -TRIPLE 1-A'" KED AIV SELBER 0 327 -'FtY-�`FLC"R-IQA —0.7 0 P 70 .1 1 CCUI AT -1, NAL, PCENSE'' n:ess name M.AJ Z S TY.R,' I �C ON 2 T PET T. 10, 14 COMPNNY Locti--tion L -i c; i`3: ;^ C i a S" f i c a t 44�011 c" t a 0E, 0 ri 003 0 C10 N S T Ff 3 (7, T 71 ON Ad j, E M 1'tll 0 L E CCIUKTY LICAENT'S'S B daltp O!tF, -E, x p da.t.a 9 8 1) 0 45 cqmments— a R �3, R`�. IMPORTAffn THIS LICENSE MUST BE POSTEaWNSPIGUOUSLYIN YQUR, PLACELOF f3USlNESrS. PENALTY FOR, FAILURE TO DO SO Licensing Portal - License Details Page I of I Change License Status Maintain Account Change My Address View Messages Change My PIN View Continuing Ed #1 Term Glossary 20 Online Help DBPR Home i Online Services Nome I Help 1 Site Map 11:39:24 A Licensee Details Licensee Information Name: Main Address: County: License Mailing: LicenseLocation: License Information License Type: Rank: License Number: Status: Licensure Date: Expires: Special Qualifications Bldg Code Core Course Credit Qualified Business License Required ROWLANID, 9AMES SAMUEL (Primary Name) NA3ESTYIK CONSTRUCTION COMPANY IN, Name) 1251 SEMINOLA BOULEVARD #100 CASSELBERRY Florida 32707 SEMINOLE Certified Roofing Contractor Cert Roofing CCC1326423 Current,Active 04/04/2005 08/31/2008 Qualification Effective 04/04/2005 View Related License Information View License Complaint 41 1 Terms of Use I I Privacy Statement I https://www.myfloridalicense.con/LicenseDetail.asp?SID=&id=2985887 8/4/2006 Q lr Palladmeaftdollimumba. 13f--to0 304)rado-Cwo 0 IES be 12S13e�sdsC Blvd, m 100 ' %. PL 32M NOMM OIr Moo dFbft V as- J w .-. to CD -n c N < U3 c _W;II #IFDOF4 Wro r re ! r ® a -c fr, •• v roro � Ln Mw mdasiBae,d heaby gives codex da aeprovcmeaat(s) wM be mum lop P id, =d p%cV. amd a ucwbaee yeti 713. iloti�3mtaaea. tha>dolloaria0 odonoedoee< is pvvideel 'a daisNoetioe, of _ - a L ID %A Sol` 3. N SCt%R� �fr�wlo� .rte Addwx 05' W • C /k -f- ftN mbu Ia�tLFmpe`q't FU SDW 4. Fee, ff"b rde (if odw thine aw= dwwu abovgs Ne SANZ AS ABOV15 Tdeghoae mutm Add= FuNuntber I Nae, MAJ25TWCONSTRUMON C06M Tdgbow Numbs 4977-d3-1616 Addn= 1231 SEAMMA ELVD, SONE 100 Fero vkmd er 497-483-1019 Znufit, n 32707 Now Tdephomo Number Adduaa Faunlambar Amount ofBood s Lemder(ifmryx Name Tdep4oee Number Addlon FaaNambw & Peasons within the Sm dFlarida dexignabd by Owner qpw wbmn notices or other docmnmts may be served as pwided by 713.13(1Xa)7. Fbrida Std Name TdVhooe Numbs Addre$ FUNmmber 9. Iu mean to himself err hascK Owner designates the fallowing to receive a coplr of the Lima's Notice as provided -a 713.13(l)(bj Florida Statmta Nana Tdephone Number Add= FutNuo ba 10. Expird= done of Notice of Gomm (the expiration date is one year front the date of rex mTmg unless diSasat date is Vocifi * o Date siQoed Sof Ownert(l� M per .13(IX4 "owaa mm sign.—and no one do magi be pamimedto sign is his atbar Am -" Swan to and supsatbed before me this _, day ofdune- . 20 QC by OR C prod9c d L 4 L W#ZffMW36WEL I Notary Puplic - State of Fbrida ° - AAy Commission Expires Feb 8, 2010 Sieauan CFAII. Commission # DD 515924 '''�tBonded By National Notary Assn. AFFIDAVIT REGARDING ROOF DRYIN AND FLASHING INSPECTIONS Company: Afz an T '10/7 /1Q lOA 10 V/ 7 c� -7 � License #: CC C /3eZj� V23 /go Project Information Owner: AJ -� name J1j?kin5 c;r address 3,31.69Q phone Permit #: Subdivision: COLA /"l h t C if E',d Lot #: /&-" I, JAIn C S � . /1, Gh/ /jq nJ , affiant, hereby affirm that I am the duly licensed contractor of record for the above referenced permit, .that all the foregoing information is true and accurate, and that the dry in, flashings at the above referenced address or lot has been installed in accordance with the applicable codes and standards. Contractor: signature / � 14 5, S. �l ow��17C printed name STATE OF FLORIDA COUNTY OFnJ' cm i no )e— This instrument was acknowledged before me this / to day of AAka. , 20 0�, by the above referenced individual, Zrms 'S. Rot)) astral , who acknowledged that he/she is a duly licensed contractor with M a ieSN k (r),nS4ru-cHPn Co—aaLwho acknowledged that he/she was authorized to execute this document. He/she is eithe ersonally know to me or produced as valid identification. WITNESS my hand and seal this day of A-uA , 20 . aP`"RY Pp, Notary Public State of Flonda Nota Pu lic _4'f_^, Holly Marie Capponi -; My Commission DD464199 Expires 08/21/2009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=12203050400000150... 7/26/2006 i Ali DAVID JOHNSON, CFA, ASA. ;.i PROPERTY APPRAISER 17 1.e SEMINOLE COUNTY 1ti � 1101 E. FIRST ST ,5 SANFORD, FL 32771-1466 7A' s 1107 -mss -7506 5.0 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 12-20-30-504-0000-0150 Number of Buildings: 1 Owner: ALLEN CAROLYN N Depreciated Bldg Value: $106,452 Mailing Address: 123 E JINKINS CIR Depreciated EXFT Value: $562 City, State,ZipCode: SANFORD FL 32773 Land Value (Market): $25,632 Property Address: 123 JINKINS CIR E SANFORD 32773 Land Value Ag: $0 Subdivision Name: SOUTH PINECREST 4TH ADD Just/Market Value: $132,646 Tax District: S1-SANFORD Assessed Value (SOH): $68,833 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $43,833 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,688 2005 Tax Bill Amount: $835 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) Savings: $853 WARRANTY DEED 12/1990 02246 1043 $58,500 Improved Yes 2005 Taxable Value: $41,828 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value FRONT FOOT & LEG LOT 15 SOUTH PINECREST 4TH ADD 96 115 .000 300.00 $25,632 PB 12 PG 43 DEPTH BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1959 6 1,284 2,207 1,284 BOCK ONC $106,452 $145,825 FAMILY Appendage / Sgft CARPORT UNFINISHED / 280 Appendage / Sgft OPEN PORCH FINISHED/ 80 Appendage / Scift UTILITY FINISHED / 126 Appendage / Sgft ENCLOSED PORCH UNFINISHED/ 437 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM PORCH W/CONC FL 1979 216 $562 $1,404 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 our next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=12203050400000150... 7/26/2006 LIMITED POWER OF ATTORNEY Date: Q Q to I hereby name and appoint W ILLI A TRIOS s "A tj of Majestyk Construction Company, to be my lawful attorney in fact to act for me and apply too "�l 4 riL �A O AO Rl for a cit t4 if' permit for work to be performed at a location described as: Section Township Range Lot 1-1:5 Block Subdivision ` out PNEcRcST" fV ,NS Qi " SF-%UoRA L (Address oflob) (Owner of Property and Address and to sign my name and do all things necessary to this appointment. James S. Rowland, License # CCC1326423 (Print/Type We of Ce ed Contractor and License #) gnature of Certified Contractor) STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this L-� I_ day of 20 O L , by James S. Rowland, who is personally known to me. (SE L) .PA" °gee Notary Public State of Florida Holl Marie apponi, Notary Publ — State of Florida f Holly Marie Capponi 4 ' MY Commission DD46419g �OFFLO Expires 08/27/2_0_09 Commission #DD 464199 _ _ My Commission Expires 08/21/09 MAJESTY R � Gonslrucf�on"�Go a, In c:,,yrF� Date: July 24, 2006 Name: Carol04 Allen it Address: 123 E. Jinkins Circle Sanford, FL 32773 Phone: 407-332-6905 This letter is to give Majestyk Construction Company, Inc.'s representative permission to act as your agent when applying for your roofing permit. Please read the statement below and sign before a Florida Notary Public. I, C A go Lv j A L L Ffj , give Majestyk Construction Company, Inc.'s representative ermission to act as my agent, and to sign my name and do all things necessary when applying for my roofing permit. 0,� Signature STATE OF FLOIgDA COUNTY OF V Date The foregoing instrument was acknowledged before me this Ai' 5J -k day of 1 2006 by l &-c) t, lx),)�Zl � who is Vpersonally known or ❑ produced as identification. a Signature of Notary Name of Notary Typed, Stamped or Printed T My Commission Expires: t013CAo (SEAL) dUk, TINA L COBOURN MY COMMISSION # DD 56788^ EXPIRES: June 25, 2010 y.F,F Bonded Thor Notary Public Undeiwnt 1251 Semioola Blvd., Suite 100 - Casselberry, FL 32707 (B) 407-478-5250 - (F) 407478-5253 Florida Building Code Online Page 1 of 3 � � r� �';s � Asx '`h.'�. � F� „� ►. � � . : s � , ,« + . _ a Log In ( Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff & Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Application Type ". Code Version ..�ul�alh�co Application Status Comments Archived g FL4RI � `v` Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Other Subcategory Compliance Method FL2932 New 2001 Approved Metal Sales Manufacturing Corporatior 7800 State Road 60 Sellersburg, IN 47172 (812)218-7342 dstermer@metalsales.us.com David Stermer, PE dstermer@metalsales.us.com Jean Dandah, P.E 7800 State Road 60 Sellersburg, IN 47172 jdandah.corp@metalsales.us.com Jean Dandah,P.E 7800 State Road 60 Sellersburg, IN 47172 jdandah.corp@metalsales.us.com Roofing Other Structural panels Certification Mark or Listing http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu3vrgYsa%2bXt... 8/9/2006 Florida Building Code Online Certification Agency Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ISummary of Products Page 2 of 3 Underwriters Laboratories Inc. Standard FBC FBC UL580 Chapter 15 Chapter 16 UL- CLASS 90 Method 1 Option A 07/27/2004 11/04/2004 09/23/2004 11/04/2004 FL # Model, Number or Name Description 2932.1 —� R/PBR roofing panel Structural Through -Faster. Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Per UL 90 construction number 161 Not for use in HVHZ Certification Agency Ce Installation Instruction PTID 2932 I PBR-R-Pan PTID 2932 I PBU-U-Par PTID 2932 I UL90.pdf PTID 2932 I V -Line -Par Verified By: 2932.2 U -Panel —Structural Through -Faster Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Per UL construction number 39 Not for use in HVHZ Certification Agency Ce Installation Instruction Verified By: 2932.3 V -Line 32 11structural Through -Faster http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3vrgYsa%2bXt... 8/9/2006 Florida Building Code Online Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Per UL construction number 187 Not for Use in HVHZ Page 3 of 3 "ertification Agency Ce Installation Instruction Verified By: Back I I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disd Product Approval Accepts: EC IIECIi .Zftb - http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu3vrgYsa%2bXt... 8/9/2006 HEm DETAIL BASE R -Panel R -Panel #12-14 x 1'/2 SD (see below) R -Panel Inside Closure Tape Sealant Head/Channel Head/Jamb Cover (/.14x`WStftch (1'-0` O -C.) #12-14 x 111? SD Tape Sealant (roof only) R -Panel Fastening Pattem R -Panel Inside Closure Tape Sealant #12-14 x 11/2 SD (see below) 1'/a° Base #'la14 x'h Stitch (i' -o' oc.) #12-14 x 1y/i SD iii 4 � 1 1 tri 1 I Tape Sealant (roof mly)J R -Panel Fastening Pattem SW.Q&7397 (Ccqx=-OM-) I r I I UNwERSAL RIDGE DETAIL 1:12 Slope Minimum—#12-14 x 1'/2° SD (see below) PBR-Panel Outside Closure #'/4-14 x 7/e° Stitch (every rib) Tape Sealant r- Universal Ridge Cover #V.14 x 7W Stitch (1'-W Mc.) #12-14 x 1'h' SD f f i i 1 (ti Tape Sealant (roof a" R -Panel Fastening Pattern x ? : FORMED RIDGE DETAIL 800.406.7387(Cogmr=Office)- www nu�m oscom x'h• Stitch 0 4r o c.) #12-14 x 1'!: SD 191/4-14 Tape Sealant (roof only) R -Panel Fastening Pattern 800.406.7387(Cogmr=Office)- www nu�m oscom 1:12 Slope Mini. -- ENDwALL DETAIL DETAIL 1:12 Slope Minimum /2 SD (see below) ;ide Closure nt Stitch (every rib) nt 1/2' SD (see below) itside Closure PBR-Pane! #12-14 x 1'h' SD (.�V/4--14x1`10*Sb"(1'-0"0.r-) f i 1 1 tt1 Tape Sealant (root only) R -Panel Fastening Pa#am Tape Sealant R -Panel Outside Closure #12-14 x 1'/2' SD (see below) #1/4-14 x 7/s° Stitch (1'-0° ac.) R -Panel C- Closure (Optional) Tube Sealant 20' Ridge/Hip Cover Hip Plate #1/.-14 x'ir sntcn W -W —) #12-14 x 111:• SD Tape Sealant (root only) J ; Fj-ft pl ftstening Pattern WMM RAKEWALL DETAIL :12 Sl#12-14 x 11/2" SD (see below) Minimum R -Panel Inside Closure — Double Bead Tape Sealant Sculptured High Side Eave Rake Angle #14-14 x 7/s Stitch (1'-W o.c.) Tape Sealant PBR-Panel I'1.-14 x 1A' Stitch (1' -0 -Mc.) j412 -14x 1'/0 SD 1. 1 i 1 i iti Tape Sealant (root ordy) R -Panel Fastening Pattern ' � SCULPTURED HIGH SIDE EAVE DETAIL 1:12 Slope PBR-Panel Minimum #'/.-14x'/e Sirtch (every rib) F11 Tape Sealant R -Panel Outside Closure Tape Sealant Sculptured High Side Eave #12-14 x 1112 SD (see below) Tape Sealant #1/444 x 7/s" Stitch (every rib) - R -Panel Outside 04-14 x 7/s• Stitch (1'4r ac.) Closure / fEi2-14 11 -b- SD R -Panel 1 j 1 1 Tape Sealant (roof only) R -Parrot Fastening Paitem a New Saks Maueraemnbecntp=WWbublectmcne pmmwcaa 800.405.7387 (Cmpemte office) - wcvw.m0safa azram VALLEY DETAIL 1:12 Slope Minimum PBR-Panel Tape Sealant #12-14 x 1'/2" SD (see below) Universal Closure Valley Plate Valley SCULPTURED RAKE DETAIL 1:12 Slope Minimum x'/.-14 x 7W Stitch W -W aa) r#12-14 x11/i SD Tape Sealant (roof only R -Panel Fastening Pattern PBR-Panel #12-14 x 1'/2" SD #1/4-14 x'le" Stitch (1'-W o.C.) Tape Sealant Rake Angle #12-14 x 11/2° SD (see below) R -Panel R -Panel Sculptured Rake R -Panel Outside Closure #1/4-14 x 7/e° Stitch (every rib) Tape Sealant ® MCW sales Maouf2CW ng COMM240W Wne M m 8ao_4orx7397 (Cmpei m oma) • — ('/-14x7WSfitch(1'-WcLr-) #12-14 x i'h° SD Tape Sealant (root a*) R -Panel Pastening Pattem 1.12 Slope Minimu EAvE DETAIL SCULPTURED GUTTER DETAIL Tape Sealant #12-14 x 1'/z° SD (see below) R -Panel Inside Closure PBR-Panel Eave Tape Sealant #12-14 x 1'/2' SD (see below) #1/4-14 x Ve° Stitch (every rib) R -Panel Outside Closure PBR-Panel PBR-Panel R -Panel Inside Closure Tape Sealant #'14-14 x Ve' Stitch (1'-0' o.c.) #'14'14 x 7/e° Stitch (1 per hanger) Sculptured Gutter Gutter Hanger #12-14 x 1'/2' SD (see below) R -Panel Outside Closure Tape Sealant R -Panel r4'/-14 x 71e StItch (1'-W ac.) / 412-14xIW SD 414-14 x'/. Stitch (1'-W o c.) (412-14 x Ph' SD I_i I 1 i i it( Tape Sealant (roof wily) Tape Sealant (roof a*) R -Panel Fastening Pattem PBR-Panel R -Panel Inside Closure Tape Sealant #'14-14 x Ve' Stitch (1'-0' o.c.) #'14'14 x 7/e° Stitch (1 per hanger) Sculptured Gutter Gutter Hanger #12-14 x 1'/2' SD (see below) R -Panel Outside Closure Tape Sealant R -Panel r4'/-14 x 71e StItch (1'-W ac.) / 412-14xIW SD (tI I ( 1 i Ili Tape Sealant (roof wily) R -Panel Fastening Pattem (Co:polate oBce) • awwsulls2L"Uzm= __j I INSTALLATION .. '/a" Stitch Screw (1'-0" oc.) :alant (roof only) Panel I I I R -Panel Fastening Pattern - Yritedor R -Panel fasCening Pattern -Ends u'' 'A- Stitch Screw (t' -n. o c.) ,alant (roof only) 3R -Panel PBR-Panel Fastening Pattern - Interior T + ( I i PBR-Panel Fastening Pattern - Interior PRR-Panel Fastening Pattem - Ends aoo a06.739r (cogx au or—)-,w,aint1sx1mus i i i i i i i PRR-Panel Fastening Pattem - Ends aoo a06.739r (cogx au or—)-,w,aint1sx1mus DESIGN I INSTALLATION CONSIDERAnoNs Recommended Tool Type - Use depth locating nose or adjustable clutch on screw gun to prevent overdrilling and strip out Do not use impact tools or runners. Seating the wasber - Apply sufficient torque to seat the washer - do not overdrive the fastener. To prevent wobbling - Make sure fastener head is completely engaged in the socket If the head does not go all the way in the socket - tap the magnet deeper into the socket to allow fall head engagement Metal chips will build up from drilling and should be removed from time to time. Protect &M point - Push only hard enough on the screw gun to engage clutch. This prevents excess friction and bran out of the drill point Correct pressure will allow screw to drill and tap without binding. Drilling through sheet and insolation - Ease up on pressure when drilling through insulation to avoid striking the purlin or girt with the point - apply more pressure after drill point contacts purlm or girt. Drilling through purlin overlaps - Drilling through lapped purlins requires extra care. Excessive voids between purlins sometimes damages drill points and two self -drillers might be necessary to complete the operation- It is sometimes advantageous to predrill. Whether over solid substrate or open structural framing; panel distortion may occur if not applied over properly aligned and uniform substructure. The installer should check the roof deck for squareness before installing " I -Panels. Several methods can be used to verify squareness of the structure for proper installation of the panels. METHOD "A" - One method for checking the roof for squareness is to measure diagonally across one slope of the roof from similar points at the ridge and eave and obtain the same dimension. METHOD "B" - The 34-5 triangle system may also be used To use this system measure a point from the comer along the edge of the roof at a module of three (3). Measure a point from the same comer along another edge at a module of four (4). Then by measuring diagonally between the two points established, the dimension should be exactly a module of five (5) to have a square comer. Multiple uses of this system may be required to determine building squareness. If the endwall cannot be made square, the roof system cannot be installed as shown in these instructions. ® uuuar Sales Manaf=Wdng Carporaliml Suby BM.40&7357 (Capauc Ofte) METHOD B CORRECT S.:::..amela5ymr le azadPamaW wa:lm.. Assoft is ratat�d. Too LnOSE 6eaEnganmsdelI ravlatk nd—U hCWVM"iMt* s.alpropaiy. TOnTl6Nr U.W%vsAad.bmwd. seaSgn &NW b rad.mstwedga. Cr a W m 0 To prevent wobbling - Make sure fastener head is completely engaged in the socket If the head does not go all the way in the socket - tap the magnet deeper into the socket to allow fall head engagement Metal chips will build up from drilling and should be removed from time to time. Protect &M point - Push only hard enough on the screw gun to engage clutch. This prevents excess friction and bran out of the drill point Correct pressure will allow screw to drill and tap without binding. Drilling through sheet and insolation - Ease up on pressure when drilling through insulation to avoid striking the purlin or girt with the point - apply more pressure after drill point contacts purlm or girt. Drilling through purlin overlaps - Drilling through lapped purlins requires extra care. Excessive voids between purlins sometimes damages drill points and two self -drillers might be necessary to complete the operation- It is sometimes advantageous to predrill. Whether over solid substrate or open structural framing; panel distortion may occur if not applied over properly aligned and uniform substructure. The installer should check the roof deck for squareness before installing " I -Panels. Several methods can be used to verify squareness of the structure for proper installation of the panels. METHOD "A" - One method for checking the roof for squareness is to measure diagonally across one slope of the roof from similar points at the ridge and eave and obtain the same dimension. METHOD "B" - The 34-5 triangle system may also be used To use this system measure a point from the comer along the edge of the roof at a module of three (3). Measure a point from the same comer along another edge at a module of four (4). Then by measuring diagonally between the two points established, the dimension should be exactly a module of five (5) to have a square comer. Multiple uses of this system may be required to determine building squareness. If the endwall cannot be made square, the roof system cannot be installed as shown in these instructions. ® uuuar Sales Manaf=Wdng Carporaliml Suby BM.40&7357 (Capauc Ofte) METHOD B • SECTBON PROPERTIES AND LOAD TABLES 1'fL� 3%- 36" Coverage 12' GAUGE WIDTH YEILD WEIGHT tv wrnr r1w�n+,. •,••....�...- >— --- 4' w (in) KSI PSF [:�� S' 6' T 26 36' 80 214 88 37 19 11 7 � � ) irt•!ft irta/ft 24 36" 26 36" 80 0.91 .0360 .0358 129 .0307 .0449 1.61 24 36' S0 1.17 .0567 .0578 1.73 .0443 .0609 1-82 22 36' I S0 1.51 .0800 .0855 2.56 .0633 .0808 242 1 -Span Inward (Gravity / Deflection) Load" Ouiwratd Uplift (Stress) Load' GA. Width Ksi 2' 3' 4' w 6' 7' 2' 3' 4' S' 6' T 26 36' 80 214 88 37 19 11 7 252 119 67 43 30 22 24 36" 50 288 128 57 29 17 11 304 135 76 49 34 25 22 36' S0 426 190 82 42 24 15 403 179 101 65 45 33 �� Spa Inward (Gravity I Deflection) Load" Outward Uplift (Stress) Load- Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' S' 6' 7' 26 36' 80 224 109 64 42 25 1 16 189 90 52 34 23 17 24 36" 50 286 131 75 48 34 24 273 125 71 46 32 23 22 3fi 50 388 176 100 64 45 33 409 186 105 68 47 35 or EqualSpans inward (Gravity/ Deflection) Load'` Outward Uplift (Stress) Loads GA- Width Ksi 2' 3' 4' S' 6' T 2 3' 4' S' 6' T' 26 36' 80 250 125 72 37 21 13 214 103 60 39 27 20 24 36" 328 152 87 56 33 21 314 145 83 53 37 27 22 36" H50 449 205 116 75 47 29 472 216 123 1 79 55 40 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members" Ixx and Sxx are effective section properties for deflection and bending. 2 Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AtSi 1996 specifications for bending stresses- Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requitement, or fasteners/suppoit connection. 3. Allowable loads are calculated in accordance with AM 1996 specifications Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of UM of span. 0 Metal Sales blaaafacnmiag Cm )crad n/ Sablect to change whhoat noticed Mctive Daae 4104 O 800.406.7387 (Cmpcunte.OMM) • w"Xfflsaksus com , Qar-nrim PnnnCQTIKC Amu I_nAIYTARI FS 211W C 4" 12- 3 -he 36- Coverage GAUGE WIDTH YE1LD WEIGHT TOP 1N COMPRESSRXV- BOTTOM IN o MPREsSION, (n) KSI PSF bot Sxx Ma bot Sxx Ma in'Ht MOIR (k -in) InNlt Wilt 26 M. 80 .87 .0350 .0348 1.25 .0293 .0439 1.58 24 36' S0 1.13 .0543 .0558 1.67 .0427 .0595 1.78 22 36- 50 1.45 .0767 .0814 244 .0600 .0790 1 2.37 I -Span Inward (Gravity t Deitection) Load-' Outward Uplift (Stress) Load'- GA. Width Ksi 2' 3' 4' 5' 6' r 2' I 3' 4' S 6' r 26 36' 80 208 85 36 18 11 7 263 117 66 42 29 21 24 36' 50 278 124 56 29 17 10 297 132 74 48 33 24 22 36' 50 406 181 79 40 23 15 394 175 99 63 44 32 2 -Equal Inward (Gravity t Deflection) Load'A Outward Uplift (Stress) Load - spans GA. Width Ksi 2' 3' 4' S' 6 r 2' 1 3' 1 4' w 6' T 26 36' 80 211 105 62 40 25 15 179 86 50 32 23 17 24 36' 50 275 127 73 47 33 24 261 120 68 44 31 23 22 36' 501 376 172 97 63 44 32 387 1 177 100 64 45 33 3 or snore- Inward (Gravity! Deflection) Load- Outward Uplift (Stress) Load' Equal Spans GA Width. Ksi 2' 3' 4' 6' 6' 7' 2' 3' 4' S' 6' r 26 36' 80 235 119 69 36 21 13 202 1 99 58 38 26 20 24 36' 50 316 147 84 55 32 20 299 139 79 51 36 26 22 36' 50 434 199 113 73 45 28 446 205 117 75 52 38 L Theoretical section properties have been calculated per AM 1996. "Specifications for the design of cold formed steel members." Ixx and Sxx are effective section properties for deflection and bending. 2 Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable toad does not address web crippling mgniremeriL or fastenerstsupport connection. 3.' Allowable loads are calculated in accordance with AISI 1996 specifications. Contact Metal Sales Technical Services Deportment for more information. ection consideration is limited by a maximum deflection ratio of IJ140 of span. i Ted o Meat Satre Mmufactungg Corpaadod Subject m chop without notice/Flrecdve Dare4/04 800.406.7387 (Corpora c Office) - www.mdsalmus.cm Q Construction No.161 November02.2001 Uplift - (lass 90 Fire Not Investigated 1. Metal hoof Reek Panda+ M. M MSG min gauge coated sleet. Panels continuous over two or to= epans. End laps to octet over purlins with panels overlapped a min of 4 in. with lap centered over Partin web. A line of tape sealant may be used at panel side and end laps. Metal Safra Mamd'aeening Corporation -R-PancP"PBR-Paner. 2. Panel Fasteners For panel to panel and panel to Partin connexions to be No. M14 by 1 in. self -drilling, self4apping, hex head, plated steel screws with a 518 in. OD formed steel washer and a oeopew scaling wades. As alternateFk=ncrs - Parr panel to pmlin connections, 114 -14 HHAB self -tapping, plating steel screws. with a separate 518 in_ OD dame shaped steel washer and a neoprene starling washer may be used. Or. No. 14-IOHHA, self -tapping, Plating steel screws, with a separate, 5/8 in. OD dome shaped steel washer and a acoprcm sealing washer may be used Spacing, for panel - to - pudi n eormections to be 12 ia. on center beginning 2-12 in. from center line an one side of each major rib. Spacing at end lip to be in a 5 - 7 - 5 - 7 in, patten beginning 2 - 12 in. from the center line on both sides of each major rib. Fastener for panel to pwft connection to be 1-1/4 in. long when insulation (Item 3) is greater dwt 4.12 In. Spacing for panel - to -panel connections to be 20 in. on cent= with a fastener located in lime with the parlin fasteners. 3. insulation (Optional) - Any compressible blanket incitation 6 in. main thickness before compression. 4. Partin No. 16 MSG into gauge: steel (50.000 Psi min yield). S. istaal Bracing (Not shown) -As required. Refer to General Infomution. Roof Deck Construction. (Roofing Materials and Systems Directory) for items not evaluated Bearing the UL Classification Mark. 600.406.7387 V L Underwriters Laboratories Inc- o USED __J R�FA�NE f • • "-• ,�R�PA'NEL CLOSURES": i�UNIVERSA�L`�CLOSURE"�;. mow:. �: S - �. J •:.v' r FL,t=,VENT�t AT6'A AL a Oanm White Fitmrglass Mimi Cl-- to 11h" O.Q Pipe) 02 (12le to 3" O.D. Plpe) #4 (3" 10 6" O.D. (ripe) Is (ti" to 9" 0.0. Pipe) 00 (7" to 13" O.D. Pipe) R_ --PA N E �S H E ArR��'•„�`', BM406.7387 9'x10',12"xIV m champ Withonc 3a" x alp- x 5V Wngle Bead OW -Gray m 4 12" x Mr -O" Rash Wd 18" x 50'-0' Flash Kit 3'x3',Txf ti FLASHING PROHLES COUNTrER FLASHWG DRi=GLET F6 SNING n r UNIVERSAL RID�G_Exke • ! 21/2' X2//2.1 C —101 I C� T 2- 1 ° L-jHem c Hem _R`_PANFL;FORf��ED RIDGE: VENTED3RIDGE COVE Hem AVEL� PaGR.STOPy VENT DRIP_ �RsPANEi__INSID •M , 1 � I 60° 11/i 120° C Length AM- ;mw7_Y►`Igo) unfl.`il®t CORNER 4° —� C Hem V/4" Length 10' -2 -,14' -2 -,20' -3- c 0 -2,14-2-,20-3-C 21/z" -{ T 1 Length 10-2" rr �"I_NSIDE�CORNER�'� C Length 10.2", 20-3- C 21/a 1+/2• a/e /, /`y ,;1 2 Lamm i0 =2- ® Metal Sales ManuM=dng Cwpw&WJ subject w clianp With= no SM.40&7387 (Carpo=Office) -wwwxwlub%Asx= C 11/8, Length 10-V, 14'-2-,.V%3- Length 4'-2,20k4- 3/i Length Length 10'-2- �RPA�NEL� ' •� � _ L1VE�(DIRECTFQSTEN�J � SC,UL�P�TsURED'�GU�TT�ER X 1 �. Hem LerWM IW -2- *Spedfy Slope AngAe Lefmjffi Ar -2", 20'3'- *Soecffy SkW Angfe UNIUERSALGUTr;TERt (DOVVN,SFQUT 6 X4 DOWNSPOUT i� i A "V�Q-70��-YPO.UrT BR-aCKET LTI �HANGER C 6° G SGGJLPTURED~"VATL' LEY�� ;`- :t x- Ci 2' �i0° Length 10-2, 20'3' - Slope Angle 4° C105* C 3'/s � g• Lengh M-2- --Specfy Slope Angle 900.40&7397 (Corpmue omee) - www.aniWcLus eom GUTTER END E150° 5'/i � 1050 �J.. — 6° ---� (Also available 4' x 3112") CORNER BOX RAKE 6- 3/4' 11-1 H 13/4 '05*. �° 3'/2- iso° 7 1053112' T 2" 2"-i Length 10-2 , 2tr r a y& HIGH SIDE EAVE 6- H Hem 105. 160° 7 105° 3'/z 2" 2' -L -Hem Length 19P-2-,20'3- 111 3`'W 4' --1 F. t2" 3s' Coverage 'r i- i--- 12' 36' Coverage The minimum recommended slope for any "R" and "PBR"-Panel is 1:12. Metal Sales recommends that in all roof applications sealant be used on sidelaps. RPanel is designed to be uL- ized over open strocimal Craning, but can easily be used with a solid substrate. The recommended substrate is sh' plywood with a 30 pound felt moistrue barrier. To avoid panel distortion, use a properly aligned and uniform subsovchtne. PBR-Panel is recoinimended for roof appUcatlo— Fach panel has a coverage of 36'. Lengths under 5'40" are available with some tattling restrictions. Maximum recommended parcel length is 4S-0'. Longer panels require additional consideration in packaging, shipping, and erection. Please consult your Metal Sales branch for recommendations (see PGI -2 and PGI -3 for locations). Pastels are available in 26, 24, and 22 gauge. Minimums quantities may apply. Commmcial, Industrial, and Architectural panels. UL 580, UL 2218, UL 790, Texas Department of insurance. Cantilever Diaphragm. Direct Fastened (exposed). The fastener selection guide should be consulted for choosing proper fasteners for specific applications. Quantity and type of faster mast mea necessary loading and code requirements (sen PGT -12-14). Steel grade 50.per ASTM A-792 Steel grade 80 per ASTM A-792 or ASTM A-653 ► 'Acrylic Coated Galvalumer (ACG)1 ASTM A-792 - AZ55 ► Prepainted Galvalume 1 ASTM A-792 - AZ50 ► MS Colorfast3011 ► `Fluorocarbon (PVDF) ' Diffematiat appearance of Acrylic Coated Galvah me 1700&09 materials is not a cause for rejection. Meets broth Kynar 500 and Hylar 5OW spceificadon- ® bkw sats Mum bCftmg cotp"Aftar Sbbjeetto clmoae withwtnaUxl EnYeuvo D= 4104 E00.4X7387(C.RWM O(rtte)• ww U1d--lasnseom TABLE OF CONTENTS Product Page No. R-Panal Pared Overview..----.._.__._.---.—..PRP-2 EM (Direct Fastqn)—.—PRP-3 Scuk*jred Guftw---.------PRP3 Sculptured Guitar End...-........__... Universal GuiladDownspout Strap . ...... PRP -3 95* E330W-------..-.a»».-..-..w.........»_-PR" D—q—d B-c1mL--—.--PRP-3 Gutter Hanger---.--—-_-_ PRP -3 Scu#ftred Comer Sculptured Peak Box—..--—-.PRP-3 ...PRP -3 R-1-cmel Sculptured Rake PRP3 Scukitured Rake End-----.-_..-__ PRP -3 Pitch Sculptured High Side Eav8---_ PRP -3 Counter PRP -4 Reglet PRP -4 20• AkjgaA*_.. . . . ........... PRP -4 Universal Ridge Comr PRP -4 R439nal Formed R1dge—------ PRP -4 Vented Ridge Cover—— . ....... . . . . PRP -4 Vent PRP -4 Gravel Stop-----------_-.. PRP -4 R -Panel inside Comer----.- . ...... . . PRP -4 R -Panel Outside co"mr..--- . . . ... . ...... PRP -4 Inside Comer------... PRP -4 Outside Comer-----.-______ PRP -4 jZ"Si' Mead--..-.- . ..... . ...... PRP -4 I.T SM to Soffit PRP -4 1.25' PRP -4 R -Panel PRP -5 Head Channel. PRP -5 Head/Janib C43ver--..-____ PRP -5 R -Panel C-Msure ... . ...... . ... PRP -5 R-Pand Universal Closure.... »............ R -Panel Ught Transtriftling Pand.... PRP -6 Vent PRP -6 ant. Tube SeaL PRP -6 Tape Sealant--.-...-.---.--.—,—.PRP-6 Rubber Roof PRP -6 Ratio Roof Jack.—...-_------PRF`-6 Rubber Roof Flashing IQt . .......... —..—..—..—.PRP -6 Touch -Up Continuous Ridge Vent...._._. Lxeuverwfth Scmen-----_ PRP -6 A-panel..........:......PRP-6 11. Iii 111� ilillffii UL 580 Wind U—Prdt 11410m. -.—..-.—..--.PRP-7 Section Properties and Load Tables-----PRP-8-9 Fastener Installation Technique Condition of Substructure--.----..---.____»--.PRP-10 Fastening information..._._._.. Product Page No. MEN Eave DetELP Sa*Aured Gutlu Deter..... Valley Scuwre d Rake DOW____--PRP13 , Rake" SM"Ned Ho Side Eave Detad....PRP-14 Endwd Ridgeffq) DeWL____.___.---..PRP-15 Ur&mfsd Ridge DeW _._..._._.._..._»._.......»_. PRP -16 Formed Ridge Dda1J—--------PRP-16 Gravel Stop R -Panel Outside Comer DeW_---PRP-17 R -Panel Inside Comer Jamb Head Detail----.... . .. . ...... Base Detail. ................. -WwwMftwC&ULCDM Date 4M