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HomeMy WebLinkAbout16-17278 CITY OF ZEPHYRHILLS . 5335-8TH STREET '" ' (813)780-0020 � 7$ BUILDING PERMIT PERMIT INFORMATION. �- ` '� � LOCATION INFORMATION�- � � � = Permit Number: 17278 Address: 5237 4TH ST Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-13000-0010 Improv. Cost: , 8,997.50 -- OWNER�INFORMATION • - - Date Issued: 4/25/2016 Name: HARDEN, ANTHONY& KAREN Total Fees: 120.00 Address: 5237 4TH ST Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542 Date Paid: 4/25/2016 Phone: (813)780-9963 Work Desc: REROOF METAL W/SHINGLE UNDERLAY CONTRACTOR S • APPLICATION:FEES - TLC ROOFING LLC REROOF RESIDENTIAL 120.00 � �� ' - Ins ections Re_ uiced � - - ` -- DRY IN ROOF INS TAPE JOINTS 1�00F Ipl,S�I FINAL J L l. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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, state agencies or federal agencies. "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." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRA SIGNA RE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER • ,��o :.��- � -�,V t:�r� �;: _ =�`;: , - $``�-��r ^`�: �,.. ,�� :,.;� ' `of Z ~h' hills City eP 3'r BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �� � � Date Received: �l��� Site: ��7 � Permit Type: ��'� r��`j'�" � C�� �� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ � �. , • , J This comment sheet sha 1 be kept with the pernut and/or plans. ���r�� Kalvin wit lans Examiner Date Contractor and/or Homeowner ; (Required when comments are present) r - NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any ' applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portlons of the"contractor Biock"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. ' TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of � use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. it is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupanc�'or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",i certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. ' CON7RACTOR'S/OWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has � commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is i my responsibility to identify what actions I must take to be in compliance. Such agencies inciude but are not limited to: - Department of Environmental Protection-Cypress Bayheads, WeUand Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. , - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - tf fill material is to be used in any area, 1 certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by flll,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for elecfrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authoriiy to violate,cancei,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or'rf work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I END TO OBTAIN FINANCING,CONSULT WITH YOUR LENDE R AN ATT RNEY BEFORE RECORDING YOU N TICE OF COM NCEMENT. FLORIDA JURAT(F.S.1 ..0 OWNER OR AGENT CONTRACTO � Subscribed an bswo to or affirtned)be S4bscribed and m�rtned)b5 e ie this (/ Who is/are personalty known to me ar hasmave produced Who islare persona known t me or haslhave produced as identification. as identi tion. Notary Public � ublic CommissionNo. Commi io No ,•ti'�''°�aG•,, �ACQUELINE OGES :k1 - = ' s December 12 2018 Name of Notary typed,printed or stamped Name of Notary "e�', 11 .eaf��@4F�u Troy Fein Insurance 800.385-7D19 s���aaoo2o City of Zephyrhills Permit Appli aX-e��-�saoo2� � �_ � Building Depa ent� �Date R�''c'I;e� .i� i�� phone Contactior Pe��i� 813 713 1313 I owners Name �REN HARDEN owner Phone Number 813-780-9963 Owners Address 5237 4th ST.ZEPHYRHILLS FL 33542 Owner Phone Number Fee Simple TiUeholder Name Owner Phone Number � Fee Simple TiUeholder Address JOB ADDRESS 5237 4th ST_ZEPHYRHILLS FL.33542 LOT# �-4 SUBDIVISION PARCELIQ/� �1-26-21-0010-13000-0010 (OBTAINED FROM PROPERiY TAX N071C� WORK PROPOSED e NEW CON57R e ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIP110N OF WORK RE-ROOF SHINGLE ROOF WITH NEW UNDRLAYMENT AND MATERRIB METAL BUILDING SIZE SQ FOOTAGE 1120 HEIGHT � ^ � l V l' � �BUILDING $$g97.50 VALUATION OF TOTAL CONSTRUCTION � QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ � �n 'w � O �e n�--�WY\ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ���� QGAS Q ROOFING � SPECIALTY 0 OTHER � p��/� /`�— FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � � BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE cuRaEN Y/N Address License� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N �cUttR� Y/N Address License# PLUMBER COMPANY SIGNATURE �cis�xen Y/ N �cu� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE cURREN Y/N Address License# / OTHER ' � COMPANY TLC ROOFING LLC SIGNATURE �cisi�o / N �cUr� Y/N Address P O BOX 1745 DADE CITY FL 33526 License� CCC1328205 IIIIIIIIIIIIIIII111111111111111111111111111111111111t11111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit far new construction, � Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary FaciliGes 81 dumpster;Site Work Permit for subdivisionsllarge projeds COMMERCIAL Attach(2)complete sets of Building Plans ptus a L'rfe Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new canstruction. Minimum ten(70)woriting days after submittal date. Required onsite,Constructlon Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. i Directions:• Fill out application completely. Owner&ConVacror sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) " Agent(for the conVactor)or Power of Attomey(for lhe owner)would be someone vrith notarized letter from owner authorizing same OVER THE COUNTER PERMITf1NG (copy of contract required) Reroofs'rf shingles Sewers Service Upgrades A/C Fences(PIot/Survey/Faotage) Driveways-Not over Counter'rf on public roadways..needs ROW - IIl` 1fI ` `I R6pt:1763193 Ree: 10.00 � �II�II�I��II�IIIIII{If:llllll��{Illllllll�lllllllll�llllllll 04/14/2016 K. DT.K ,ODpty Clerk 20160�7259 P�n� �,�No 11-26-21-0010-13000-0010 NOTiCE OF COMMENCEMENT ' S�a FLORIDA c,,,,,,�a PASCO THE UNDERSIGNED hmeby gives notiee thffi improvement wID be made to�n reai pmpeRy,and in aocmdarsee wNh Chapt�r 713,Flosida Statutes, the(o4m�ing Iniortnatlon is provided in thts Notice oi Commeneement: �. oes«+�tm,or Pro�enr. r�aroe��ae�,uswuon No. 11-26-21-0010-13000-0010 s�a�aaacess: 5237 4th ST. ZEPHYRHILLS FL 33542 ' 2. ce„�oesa►puan ot�m ROOF�'$EXISTING SHINGLES WITH MASTERRIB METAL AND RECOVER CAR PORT WlTH MODiFIED BITIMEN. 3. Owner hJumi&tion or Lessee fc�famatFon N the Lessee contreded tor tl►e fmprovgneM: KAREN HARDEN 5237 4th �'"e st. ZEPHYRHILLS FL I Aaaresg OWNER Gty state �Merest in Propeny: tJame af Fee Simple Tilleho{der. (H ddfere.nt Nom Owner 5sled above) a. C�ontr�or. TLC ROOING city state t�tame P O.BOX 1745 DADE CITY FL ���T�►,�„a No: 352-442-2454 � �e s. surery: Name Addre.ss City Shale Amount of Bond: $ Telephane ko.: B. l ender: Name Address Gty Slate Lertders Telephone No.: 7. Persens wfthin fhe State of Flortda designated byr fhe owner upnn whom no6cea or olher daumencs may be sarved as provided by Seato:,713.t3(1Ha)fn,Floffda s�awtes: Name Address Gly • Stale THephone Numbet of Oesgnaled Person: 8. In addtUon to himsetf,lhe rnvner designates oT_ to recelve a copy o11he Uenofs NoUce as proNded in Sedkn 713.13(f xb).Fbrida StaU�res. Telephone Numtrer of Persan or EnBty Designated by Owner. 9. E�iration date of Notics oi Commencement(the e�iration da2e may not be belote tha campfetton of�n and fmal payment lo the tontrado,but wHl be one yaaz trom the date of recor�ng uMess a dfterent dafe Fs spedfled): WARNING TO OWNER: ANY PAYM£NTS MADE BY THE OWNER AFfER THE EXPIRATION OF THE NOTICE OF COMMENC�AENT ARE CONSIDERE� IMPROPER PAYMENiS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TNVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NO710E OF CONlM�NCEMENf MIiST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. lF YOU'INTEND TO OBTAIN FtIJANCING,CONSULT WfTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCINCi WORK OR RECORDING YOUR NOTICE OF COMMENCEMENi. Untler penalty ot perJury.I dadare that I have read the toregoing notice ot mmencement end th the fads stated thera�n are W e to the best o(my knaNedge and belle(. STATE OF FLORtDA COUNTY OF�pq�0'� af ar e,ar Ownefs at essae orized ., ��� . " , , OWNER ' Signatmys TiUelOffice The forego(ng instrument was admowledged before me this�aay a�t 1L,zo� �REN HARDEN ' � OWNER - of authorily,e.g,ofHcer,Wslee,attamey fn fad)for . � (na o paAy oq b af v�tmm in t was� Personalty Known O Q$Pmduced IdentifEeatlon(� NoMary Sf ��� rype'a�cei,t�x�;onProaucea D:L. �;,,g�p�� DAVID W. LYCANS ����'�_��_��__=�2__ . ,'.��:.. .�, PRULA S.0'NEIL,Ph.D.PASCO CLERK & COMPTROLLEF DAVID W LYCANS 04/14/2016 0:4 am 1 f 1 �� �,� OR BK �':. "- MY COMMISSION�FF177a19 9�5�� P� 3, ��� , , +�. :�a` p(PIRES November 18,2018 • '+.,aF'�,►.. wpdatelbcs/no8cecnmmencement�c053048 1�'1��1b3 FletidallotaryService.eom � � r, • �4 i�; . ;; -0 ��4 {"s �3 i,i �? EVALUATION REPOItT OF • r; s� iJNION CORRUGATING COMPANY �� `29 GA.MASTERRIB PANEL' ��f ,.a r? , _ �.: . Y•� �� � � FLORIIDA BTJII�DING CODE STH_EDITION(2014) ��j FLORIDA PRODUCT.APPROVAL i�: ;.� FL 7271.9-R3 - , �; ROOFING � f� �'� METAL ROOFING s:; • �; �i ' � � �3 1< ' ,.; '� Prepared For: �3 (� . Union Corrugating Company , `� � P.O.Box 229 t;'s �� Fayetteville,NC 28302 €; �, Telephone: (910)483-0479 = Fax: (910)483-8897 �:� �; i;� - � �:-f ��u'�RK SHALL COMpLY !�? Prepared By: A�ING CODES WjTHALL �.� Bala Sockalingam,Ph.D.,P.E. E,NATIQ FLORjDABUII,D�G �OD OF ZEp NAL ELECTRIc CODE �; Fiorida Professional Engineer#62240 HYRHILLS p� � `-+ 1216 N Lansing Ave.,Suite C �NANCES 18 ;.1� � Tulsa,OK. 74106 `'' Telephone: (918)492-5992 F� � FAX: (86�366-1543 S°� /R� ��! fy , , lil�y����1�` �V`✓ '_ A'� A�,��S�Z�'�Hy�HJL� � ��� This report c ansists of �'����f� C�, : Evaluation Report(3 Pa„es including cover) ������n��� l'� Installation Details(1 Page) `,,���P�A�gpC��o���, � I� ��� �'I C FN•<�2��� . �� , � - - ` *� NO 62z4�'�: �j - ov� o = �� ,. _�: * �_ � .o: � �� , . • �.tt:,�TqTE .''�� 5, Report No. C1999-17 ;t�s•,� OF rQ,�: (' Date:3.20.15 . '•.�S'�'�R�.p P . �t�,�',`• ; ��� 0 • N� \C��t� � s:j `� �f 11 � 1+, I%? �.2G.'2.c l''Sy fi 4� y, r:. y � 4 FL 7271.9-R3 - C1999-17 � 3.20.15 Page 3 of 3 Supporting Documents: UL580/iJL1897 Test Reports Farabaugh Engineering and Testing Inc Project No.T128-08,Reporting Date"2/29/08 FM 4470 Test Report ENCON Technology Inc C1583-2,Reporting Date 7/24/08 ����� � �'���TRl�II� ER�., ' '� � APPENDIX-1:ATfACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE � ' - Table Deck Applicatian Type Description Page •� 1 Wood New or Reroof(Tear-Of� A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4-5 2 Wood New,Reroof(Tear-Of�or Recover C Mech.Attached Insulation,Bonded Roof Cover 6-8 � 3 Wood New,Reroof(Tear-Of�or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 9-10 4 Wood New,Reroof(Tear-Offl E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 11-12 5 Wood New,Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 The followins notes aaulv to the svstems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and strudurel members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlfte or gypsum-based roof board that meets the qA requirements of F.A.C.Rule 61G20- 3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.8,when installed with the roof cover. 3. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 4. The maximum design pressure for the selected base assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. This is already addressed in the tables that follow via "N/A"reference ifthe baseline system is"Not Applicable"to Zone 1 design pressure requirements. 5. For existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in acco�ance with TAS 105 or ANSI/SPRI FX-1. 6. For Recover Applicati singcS�9stem Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application. � `\ 7. Unless otherwise�tefi,reTj�dfo�e following references for bonded base,ply or cap sheet applications. � = � � - TABLE A:CERTAINTEED PLINTLASTIC�MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS - � � � ' - , Refe (�. Layer Material � Application P-AA � /� B e Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 (B� sheets,Asphalt- 0� F f�glas Ply Sheet Type IV;Flintglas Premium Ply Sheet Type VI Hot asphalt at 20-40 Ibs/square � �S ` Ij tic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultre Poly SMS Base SBS- A�J ' � tlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Flintlastic Ca Hot asphalt at 20-40 Ibs/square �5,Asphalt-Applied) OS��� ��Oa�� p 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic fR Cap 30 CoolStar;Flintlastic FR Dual Cap; Flintlastic FR-P; Flfntlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; � Cj �� Flintlastic GMS CoolStar;Flintlastic Premium GMS;Fl(ntlastic Premium GMS CoolStar a� (� Q Q Base Flintiastic Base 20 T;Flintlastic FR Base 20 T SBS-TA �����ad� Ply Flintlastic Base 20 T;Flintlastic FR Base 20 T Torch-Applied (SBS,Torch-A�¢I� b ��.���' �,�� Cap Flintlastic FR Cap 30 T;Flintlastic fR Cap 30 T CoolStar;Flintlastic GTS;Flintlastic GTS CooiStar;Flintlastic GTS-FR;Flintlastic GTS-FR CoolStar;FlintClad � � Exterior Research and Design,LLC,d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certif(cate of Authorization#9503 Revision 3:Ol/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 14 � � ' .�� � �'����RB�ellll� E�D., - � � - ` " TABLE A(CONTINUED�:CEFtTAINTEED FLINTIASTIC�-MODIPIED BITUMEN COMPONENTS Ht APPLICATION ME7HOD5 � Reference Layer Material Application qpp_Tp Base Flintlastic APP Base T;F�intlastic STA;Flintlastic STA Plus Torch-Applied (APP,Torch-Applied) Cap Fllntlastic STA;Flintlastic STA Plus;Fllntlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-fR CoolStar Base Flintlastic SA Plyease;Flintlastic SA Mid Ply SBS-SA ply Flintlastic SA PlyBase;FBntlastic SA Mid Ply Self-Adhering (SBS,Seif-Adhering) Cap Flintlastic SA Cap;Flintlastic SA Cap CoolStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar 8. "MDP"=Maximum Design Pressure is the result of testfng for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. The following summary is the basis for the attachment tables here(n. Table B assumes a dlrectionality factor Kd=0.85,no topogrephical variations Kzt=1.0,roof slope<7°for enclosed buildings,roof slope<2.4°for open buildings and unobstructed flow for open buildings,as defined in ASCE 7-10. , � ."' _ . TABLE B: ROOP CLADDING DESIGN PRESSURES,AIIOWABLE STRESS DESIGN�PASD(PSF) - . Exposure Enclosure Roof Height(ft) Zone Ultimate Design Wind Speed-V„ir(mph)-FBC Figures 1609A,16098 or 1609C 120 130 140 150 160 170 180 1 -12.7 -14.9 -17.2 -19.8 -22.5 -25.4 -28.5 Open 0<h<30 2 -19.4 -22.7 -26.4 -30.3 -34.4 -38.9 -43.6 slope<2.4" 3 -38.0 -44.6 -51.7 -59.4 -67.5 -76.2 -55.5 unobstructed 1 -13.7 -16.1 -18.7 -21.5 -24.4 -27.6 -30.9 flow 30<h<40 2 -21.0 -24.7 -28.6 32.9 -37.4 -42.2 -47.3 B 3 -41.2 -48,4 -56.1 -64.4 -733 -82.8 -92.8 1 -15.5 -18.2 -21.1 -243 -27.6 31Z 34.9 0<h<30 2 -26.1 30.6 35.5 -40.7 -463 -52.3 -58.6 Enclosed 3 39.2 -46.0 -53.4 -61.3 -69.7 -78.7 -88.2 slope<7° 1 -16.9 -19.8 -22.9 -26.3 30.0 -33.8 -37.9 30<h<40 2 -28.3 33.2 -38.5 -44.2 -50.3 -56.8 -63.7 3 -42.6 -50.0 -58.0 -66.5 -75.7 -85.5 -95.8 1 -15.4 -18.0 -20.9 -24.0 -27.3 30.9 34.6 0<h<15 2 -23.5 -27.6 32.0 -36.8 -41.8 -47.2 -52.9 3 -46.1 -54.1 -62.8 -72.1 -82.0 -92.6 -103.8 1 -16.3 -19.1 -22.2 -25.4 -28.9 -32.7 36.6 Open 15<h<20 2 -24.9 -29.2 -33.9 -38.9 -44.3 -50.0 -56.0 � slope<2.4" 3 -48,8 -57.3 -66.5 -763 -86.8 -98.0 -109.9 unobstructed 1 -17.7 -20.8 -24.1 -27.7 31.5 -35.6 -39.9 flow 20<h<30 2 -27.1 -31.8 36.9 -42.4 -48.2 -54.4 -61.0 3 -53.2 -62.4 -72.4 -83.1 -94.6 -106.7 -119.7 1 -18.8 -22.1 -25.6 -29.4 -33.4 -37.8 -42.3 30<h<40 2 -28.8 -33.8 39.2 -45.0 -51.2 -57.8 -64.8 3 -56.4 -66.2 -76.8 -88.2 -100.3 -113.3 -127.0 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:Ol/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 14 I ����:.� �� ERD. 4 ��I�I�� ' TABLE B(CONTINUED�:ROOF QADDING DESIGN PRESSURES,ALIOWABLE STRE55 DESIGN,PASD(PSF� ' - Ultimate Design Wind Speed-V„ie(mph) Exposure Enclosure Roof Height(ft) Zone 120 130 140 150 160 170 180 1 -18.9 -22.1 -25.7 -29.5 33.5 -37.8 -42.4 0<h<15 2 -31.6 -37.1 -43.1 -49.4 -56.3 -63.5 -71.2 3 -47.6 -55.9 -64.8 -74.4 -84.7 -95.6 -107.1 1 -20.0 -23.4 -27.2 -31.2 -35.5 -40.1 -44.9 15<h<20 2 -33.5 -393 -45.6 -523 -59.6 -67.2 -75.4 � Enclosed 3 -50.4 -59.2 -68.6 -78.8 -89.6 -101.2 -113.5 slope<7' 1 -21.7 -25.5 -29.6 -34.0 -38.7 -43.6 -48.9 20<h<30 2 36.5 -42.8 -49.7 -57.0 -64.9 -73.2 -82.1 3 -54.9 -64.4 -74.7 -85.8 -97.6 -110.2 -123.5 I -23.1 -27.1 -31.4 -36.1 -41.0 -46.3 -51.9 30<h<40 2 -38.7 -45.4 -52.7 -60.5 -68.8 -77.7 -87.1 3 -58.3 -68.4 -79.3 -91.0 -103.6 -116.9 -131.1 1 -18,6 -21.9 -25.4 -29.1 33.1 -37.4 -41.9 0<h<15 2 -28.5 -33.5 38.8 -44.5 -50.7 -57.2 -b4.1 3 -55.9 -65.6 -76.1 -87.3 -99.4 -112.2 -125.8 1 -19.5 -22.9 -26.6 30.5 -34.7 39.2 -44.0 Open 15<h<20 2 -29.9 35.1 -40.7 -46.7 -53.1 -60.0 -673 slope<2.4` 3 -58.6 -68.8 -79,8 -91.6 -104.2 -117.6 -131.9 unobstructed 1 -21.0 -24.6 -28.6 -32.8 -37.3 -42.1 -47.2 flow 20<h<30 2 32.1 37.7 -43.7 -50.2 -57.1 -64.4 -72.2 3 -63.0 -73.9 -85.7 -98.4 -111.9 -126.3 -141,6 1 -22.1 -25.9 -30.0 -34.5 -39.2 -44.3 -49.7 30<h<40 2 33.8 39.6 -46.0 -52.8 -60.0 -67.8 -76.0 p 3 -66.2 -77.7 -90.1 -103.5 -117.7 -132.9 -149.0 1 -22.9 -26.8 -31.1 -35.7 -40.6 -45.9 -51.4 0<h<15 2 38.3 -45.0 -52.2 -59.9 -68.2 -77.0 -86.3 3 -57.7 -67.7 -78.5 -90.2 -102.6 -115.8 -129.8 1 -24.0 -28.1 -32.6 37.4 -42.6 -48.1 -53.9 15<h<20 2 -40.2 -47.2 -54.7 -62.8 -71.5 -80.7 -90.5 Enclosed 3 -60.5 -71.0 -82.4 -94.5 -107.6 -121.4 -136.1 slope<7° 1 -25.7 -30.2 -35.0 -40.2 -45.7 -51.6 -57.9 20<h<30 2 -43.2 -50.7 -58.8 -67.5 -76.8 -86.7 -97.2 3 -65.0 -76.3 -88.5 -101.5 -115.5 -130.4 -146.2 i -27.1 -31.8 36.8 -42.3 -48.1 -54.3 -60.9 30<h<40 2 -45.4 -53.3 -61.8 -71.0 -80.7 -91.1 -102.2 3 -68.4 -80.2 -93.0 -106.8 -121.5 -137.2 -153.8 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:Ol/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 14 � l�Rlfe11��E�� � TABLE 1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF�;SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEEf,BONDED INSULATION,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH�;X=MAXIMUM SIDE lAP FASTENER SPACING(INCH O.C.�; • Y=MINIMUM#OF STAGGERED CEPITER ROWS�Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) Anchor Sheet Base Insulation Top Insulatfon Roof Cover Attach System Deck MDP No. See Note 1 Staggered S ( � Type Fasteners At LaP Center Rows Type Attach Type Attach Base Piy Cap �p� W X Y Z SYSTEM DESCRIPTION�WITH ZONE 1(FIELD AREA)ANCHOR SHEET A7TACHMENT:" ° " � ' � . � , - " � ` �, �� .. � Glasbase,All 32 ga.,i-5/8- Min.1.5-inch Min.0.25-inch (Optional) Hot Hot BP-AA, Min.19/32- Weather Empire, inch dia.tin ACFoam II, DensDeck primed BP-AA, SBS-AA, asphalt, asphaR, SBS-AA, W-1 inch plywood; Flexiglas Base, caps with 11 3 8 3 8 FlintBoard ISO, with ASTM D41 SBS-AA, SBS-TA or -52.5 full full SBS-TA or See Note 1 Poly SMS or ga.annular ring ENRGY-3,H-Shield primer or DensDeck SBS-TA or APP-TA Ultra Poly SMS shank nails or Mufti-Max FA3 coverage prime �overage APP-TA APP-TA SYSTEM W-1)ZONE2&3)PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: ` � � - ` ' ' ' Ultimate Design Wind Speed-V„is(mph) Roof Height - Exposure Enclosure (ft) Zone ': �120' 130 , , 140 :- ' � 150 - 160 )_ 170 _ �180 •- �X 'Y � Z X Y Z X: Y.` ': Z X Y Z 'X Y Z X Y Z , X , Y ; Z . 2-Perimeters 8. 3 8 8 3 8 S 3 S . 8 3 8 8 3� 8 8 3 8 8 . 3 8 O<h<30 3-Corners 8 . � 3 8 8 3 8 8 ; 3 ` 8 7 3 7 6 3 6 7 4 7 , 6. 4 6 Open � � 2-Perimeters ' 8 ' 3 � 8'� . 8 3 8 +8' 3 8_.. 8 3 8 �"8 3; 8' 8 3 8 " 8,� 3 '°. 8 30<h<40 3-Corners 8- 3 8 8 3 8 7 3 7 7 3 7 = 7, 4 `7 6 4 6 7 ' S . 7 8 2-Perimeters 8 3 8 ` S 3 8 � 8 3 8 8 3 8 8 3 8 S 3 8 7 ' 3 . , 7 � 0<h<30 3-Corners 8- > -3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 ` 5 7. , Enclosed 2-Perimeters 8 3 8 8 3 8 8 3 '8 8 3 8 8 3 8 = 7 4 7 7 4 �7 30<h<40 ` ` 3-Corners 8 3' � 8 ' 8 3 8 7 3` ° 7 6 3 6 7 4 7 : 6 4 6 7'-�: 5', 7 2-Perimeters 8 3 8 8 3 8 8 3 �8 8 3 8 8 � 3 8 8 3 8 8- 3 8 0<h<15 - 3-Corners 8 : 3 8 8 3 8 7 3 � Z 6 3 6 6 ; 4 6 7 5 7 6 5 6 2-Perimeters 8 3 8' 8 3 8 8. 3 8 8 3 S :8 3 8 8 3 8 7- 3 :7 15<h<20 3-Corners -8 - -3 8 7 3 7 6 3 6 - 7 4 7 -6 4' . 6 6 5 6 6 `5 6 C Open 2-Perimeters 8 3 � 8. 8 3 8 8 3 " 8 8 3 8 �`g' 3 `8 7 3 7 ;�7 , ..3 7 , 20<h<30 ' . 3-Corners 8 � 3 8 � 7 3 7 °6 3 6 � 6 4 6 7 5 7 � 6 5 6 N/A - 2-Perimeters .8 3 , 8 8 3 8 8 3 - 8 . 8 3 8 8 '3 �8 7 3 7 8 4 8 30<h<40 � - • 3-Corners 7 -:, 3 7 6 3 6 7 " 4 7 6 4 6 6 : ` 5 6 N/A . N/A; �' Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:01/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 14 � � . 1�R11�9I11��E��. TABLE 1(CONTINUED�: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF�;SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER NOMENCIATURE: W=MINIMUM SIDE LAP W IDTH(INCH�;X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.�; . Y=MINIMUM#OF STAGGERED CENTER ROWS;Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) SYSTEM W-1]ZONE 2&3j PERIME7ER&CORNERAREA ANCHOR SHEET�ATTACHMENT:: � , ' , � ' M ` " � - � -� Ukimate Design Wind Speed—V„i�(mph) Roof Helght Ezposure Enclosure (ft� 2one - - '120 130 . -140,:= 150 -160 - 170 - 180._ .� X =:. Y Z � X Y Z X Y - Z X Y Z -X Y, =��Z X Y Z X� : Y ' Z 2-Perimeters 8 - ' 3 8 8 3 8 8 3' 8 8 3 8 7 3 Z 7 3 7 6 3 � 6 0<h<15 � 3-Corners �8� 3 8 ' 7 3 7 6 3 '- 6 7 4 7 6 4' 6` 7 5 7 6 5� ,. "=6. �-Perimeters ' 8 - 3 8 8 3 8 8 3-� 8 8 3 8 7 3 Z 6 3 6 7� 4 : 7 15<h<20 '- ' . ' 3-Comers 8 '``-3 8 7 3 7 6., •, 3'f " - 6 7 4 7 ,7- 'S: :7 6 5 6 � N/A_'.,' C Enclosed ` � 2-Perimeters 8 3 8 8 3 8 8 3 8. 7 3 7 � 6 3 6 - 7 4 7 6 '4. ' .6 20<h<30 - 3-Corners 7 -3 7 7 3 7 , 7 . �4 7 6 4 6 6 5 6 N/A N/A' 2-Perimeters 8� 3 � 8 8 3 S 8 v3;' � .8' '° 7 3 7 ' 6 � 3� ' 6 7 4 7 6; .,• 4� .6 30<h<40 . � 3-Corners , ,7 ' = 3 ` 7 � 6 3 6 '7 `�• -4 ` 7. 7 5 7 6�_ 5,. :6, ' N/A -. N/A� ' 2-Perimeters ` 8� _ 3 8 8 3 8 �8 3 •� 8 8 3 8 S 3 8 7 3 7 8 `4,:; 8" 0<h<15 " 3-Corners 7" 3 7 6 3 6 7 4 7 6 4 6 6 5 6 6 5 6 - .N/A 2-Perimeters 8 � 3 8 8 3 8 8 3 - S 8 3 8 7 3 7, 7 3 7 8 4 � 8 15<h<20 . . 3-Corners 7 .'. 3.- 7 6 3 6 7 4 Z 7 5 7 6 5 6' N/A N/A - Open •� 2-Perimeters 8 , 3 8 S 3 8 8��- � 3'`_ , 8 8 3 8 ' '7 3 �7 7 3 7 "7' ''< 4:_;':�7` 20<h<30 ' ' � 3-Corners ;7 : 3 7 7 4 7 6 4-� 6 6 5 6 N/A N/A N/A �- 2-Perimeters 8 3 8 8 3 8 S 3 8 8 3 8 7 3 7 8 4 8 8 � 5 = 8 30<h<40 _ 3-Corners 6 �3 6. 7 4 7 6 �4 6 6 5 6 N/A , N/A N/A - p ' - 2-Perimeters 8 ; :3 � 8 8 3 8 S. ,3, .-8- 7 3 7 6 3 = 6 7 4 7 6 4' ''.- 6� � 0<h<15 . - , , „ ` 3-Comers '7°'" 3 • 7 ' 6 3 6 7 -¢,- - 7 7 5 7 �6 5 '6 - N/A 'N/A ;'��; 2-Perimeters 8 3' 8 8 3 S 7 3 , 7 7 3 7 7 4 7 7 4 7 • 15<h<20 - ,� 3-Corners - 7 3 7 7 4 7 6 4� 6 7 5 7 N/A ' N/A Enclased 2-Perimeters 8 �3' 8 8 3 8 7 3 " 7 6 3 6 7 4 , 7 6 4 6 � 20<h<30 3-Corners "�6; 3 6 7 4 7 7.,� �5 • 7 � 6 5 6 N/A . N/A N/A , ' 2-Perimeters 8 . �3 8 7 3 7 7 3 7� 7 4 7 ' 7 '4 ;, '7 � � 30<h<40 N/A 3-Corners 6 3 6 7 4 7 7� 5 ,7� 6 5 6 N/A -� Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:Ol/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 5 of 14 d` i �f TRlf�lll(�ER�. - TABLE 2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFf�OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover � No. (See Note 1) Base Insulation Layer Type Fasteners Attach Base Ply Cap MDP(psf� SYSTEM DESCRIPTION WITH ZONE 1(FIELD AREA�INSULATION ATTACHMIENT: � � ' - - , ' � ' � � . ' � Min.1.5-inch ACFoam II,ENRGY 3,H- Flintfast 3 in.Insulation pattern#1 Min.19/32-inch (Optional)One or more layers, (Optional) W-2 Shield,Multi-Max FA3 or FlintBoard I50 Plates with FlintFast#12 z SBS-SA SBS-SA -45.0 plywood;See Note 1 any combination,loose laid Primed with FlintPrime or FlintPrime SA or#14 1 per 2 ft SBS-SA -'INSULATION ATTALHMENT PATTERN REFERENCES: • � _ � - - " ` � - ' - PATTERN#1: PATTERN#2: PATTERN#3: PATTERN q4: PATTERN#5: PATTERN#6: 1 per 2 ft= i per 1.45 ftZ 1 per 1.33 ft2 1 per 1.14 ft� i per 1.00 ftZ i per 0.84 ftZ ---� � r-- � y � �� } � � tl + + � � N T tl�� � 1� � 4 + �g + r + t �F' +' -I- + + i + � � � + + � �I- -4- -F i- �i- �- -!- m a + + -�- -�- , + + � + � + + � . * 'c �- -1- �- ` 1 �- �- �- -F + + + � � �F � + ♦ y,0 �� t i 1 f N 9 � r + � �� �� '+- �- �F. �a + -I- -F� �J , �a + .1- .F-, .f- :'.o � � r ♦ �a +—__-F' li + i u m + + -�- � �. + . . . u q �- i- + �F �a a � � m a nu lp LL �u, �� a f + + a�i + � �� �N + a a + �N t i- + -F �LL e ♦ t nn {' + a � + . i- + t 1� �° �- -F- + -F t�� * + + � + � �4- '�' �- � + r r + � -�- ,F � � �, + r + '�" '.�" N + + + + '�- '+- �- — + ♦ t r , + + N rp �F -1- i- �F � « ♦ + i�'-� ��6'Z � � ---�m l� L _lf �1� '�r°�� � -_I e I_._ 3@�z g-rl e L�- -►�Polt- �' -�1�I.�°��Z08 � � m SYSTEM W.-2�`20NE 1�2&3j FIELD,PERIMETER S�CORNER AREA INSULATION ATTACHMENT: , � ,o . ' _ � � ' - � � � Roof Hefght Ultimate Design Wind Speed—V�i,(mph) Exposure Enclosure Zone . . (ft� . 120 130 '140 150 �160 170 180,'•" 1-Field #1 #1 fi�i , #1 #1 � #1 #1 0 e h<30 2-Perimeters #1 #1 #1 #1 #1 #1 � tfl - 3-Corners . �#fl• #1 ti2" � #2 #4 ' � #5 - #5�.. � B Open . . , � , _ 1-Field ,. q1 "� #1 #1, .' #1 ' #1'�' : #1 ��qi" ���b` ;` 30<h<40 2-Perimeters " .#1 #1 � - #!T._ #1 #L #1 #2 3-Corners "_ #1 #2 #2 #3 #4 #5 #6- Exterior Research and Design,ILC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization q9503 Revision 3:OS/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 6 of 14 � ° • �'`�.�TRI�lI��E�� TABLE 2(CONTINUED�: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF�OR RECOVER;SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER SYSTEM W-2�ZONE 1�2&�3;FIELD,PERIMETER&CORNER AREA INSULATION ATT!lCHMENT: - • • Exposure Enclosure Roof Height Zone Ultimate Design Wind Speed—V�i�(mph) (ft) 120 130 140 150 160 170 ' 180 1-Field #1 #1 #1 #1 #1 #1 #1 0<h<30 2-Perimeters #1 #1 #1 _ #1 #2 #2 #2 - 3-Corners 1�1 #2 #2 #3 #4 #5 #6 B Enclosed 1-Field � #1 #1 #1 #1 #1 #1 #1 - 30<h<40 2-Perimeters #1 #1 #il #1 #2 #2 k3 3-Corners #1 �#2 #2 #4 #4 - #5 #6 1-Field #1 #1 Ni-, #1 #1-, #1 � t#1 0<h<15 2-Perimeters �#1 #1 #1 #1 #1 #2 ' #2 ` 3-Corners #1 #2 t►3 #4 #5 #6 N/A 1-Field #1 #1 #1 #1 #1 #i #1 15<h<20 2-Perimeters #1 #1 #1 #1 #2 � #2 � #3� 3-Corners #2 #2 #f4 #5 #5. , #6 -�N/A . Open 1-Field #1 #1 � #1" #1 #1 #1 #1 ' " 20<h<30 2-Perimeters . t#1 #1 #1 #1 #2 #2 .#3 3-Corners � #2 #3 #4 #5 #6 N/A N/A 1-Field ,#1 tt1 � #1 #1 #1 #1 #1 30<h<40 2-Perimeters � � #1 ' #1 �i1 #1 #2 • #2 #3..� 3-Corners #2 #4 #5 #6 #6 N/A N/A � C 1-Field � #2 #1 ' #1 - #1 #1 - #1 t#1 0<h<15 2-Perimeters #1 i#1 #1 #2 #2 #3 fi4 3-Corners #2 #2 N3 #4 #5 ik6 N/A 1-Field iti #1 #1 ' #1 #1 #1 #1 15<h<20 2-Perimeters � ° #1 q1 ' #2• ' #2 #2 � � #4 #4 �� 3-Corners - #2 #2 #i4 #5 #6 #6 N/A Enclosed 1-Field #1 #1 #1 #1 #1 #1 #2 20<h�30 2-Perimeters i#1 #1 #i2 #2 #3 #4 q5 3-Corners #2 #3 #4 #5 #6 N/A N/A ,_ 1-Field #1 #1 ' •#1 #1 #1 N2 #2� 30<h<40 2-Perimeters 'itl #2 #2 " #3 �14 t�5 #6 3-Corners #2 #4 #5 #6 1 N/A N/A N/A . Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revislon 3:Ol/26/2016 Prepared by: Robert Nieminen,PE-59166 Append(x 1,Page 7 of 14 . r`"'--��j . T'�i�ell`1Y�E�D. TABLE 2(CONTINUED�: WOOD DECKS—NEW CONSTRUCTION,REROOF�TEAR-OFF)OR RECOVER�SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER ' SYSTEM W-2;ZONE 1�2&3�FIELD�PERIMETER&CORNER AREA INSULATION ATTACHMENT: � , , • , ' ' Roof Height Ultimate Design Wind Speed—V„n(mph) Exposure Enclosure (ft� Zone = 120 - 130 .� 140 . 150 � 160 170 180: - 1-Field � ``#1 ' #1 '#1°� #1 " #1.;' "`- #1 - #1 0<h<15 2-Perimeters #1 #1 #1 #1 , #2 #2 #3 3-Corners #2 ii4 #4 #6 , #6 � N/A N/A 1-Field #1 #1 ' #1 #1 ` #1, #1 #1 " 15<h<20 2-Perimeters � #1 � #1 #1 #2 � #2 - #2 - #4 ^ 3-Corners '�#2 #4 ' � #5 - #6 ' �N/A N/A N/A� -� Open . . 1-Field -#1 #1 #1 #1 #1 #1 #2- 20<h<30 2-Perimeters �li1 #1 � #1 #2 #2 � , #3 _ti4 � 3-Corners , #3 - #4 � -#5. #6 N/A N/A � N/A - 1-Field #1 #1 ql #1 �#1 . #1 ; #2- 30<h<40 2-Perimeters ' #1' #1 . #2 ` #2 #3' , #4 . #4�' 3-Corners #4 #5 #6 N/A . N/A N/A N/A � D ' . 1-Field � � 4i1 #1 � #1, #1 . ii1 #2 #2., � 0<h<15 2-Perimeters #1 #1 #2 y� #2 _ #4 � - #5 #5 ':- 3-Comers - t32 if4 #5 ` #6 ' #6, N/A N/A , 1-Field _ #1� #1 #1 #1 � #1 #2 ' " #2 ' � 15<h<20 2-Perimeters fS1 #2 #2� #3 - #4 #5 #6 ' 3-Comers ' #3 #4 � ..#5. " #6 N/A N/A -°.-:N/A ,-`- Enclosed � - � 1-Field �#1 fi1 � #1 � #1 #2 #2 #2 ' 20<h<30 2-Perimeters '#1 #2 tt2 #4 #5 #5 #6 , 3-Corners : #3 #5 #6 � _ #6 N/A N/A N/A 1-Field _. #1 #1 #1 #1 , #2 #2 - � 30<h<40 2-Perimeters #2 . #2 .� #3 ' #4 ' #S #6 N/A , � 3-Corners #4 - #5 #6 . . N/A -� N/A N/A Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certiffcate of Authorization#9503 Revision 3:01/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 14 r��� . �''�..� l�Rl(�IITY ER�_ � TABLE 3: WOOD DECKS—NEW CONSTRUCTION,REROOP(TEAR-OFF�OR RECOVER;SYSTEM NPE D: INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH��X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.�; ° Y=MINIMUM�OF STAGGERED CENTER ROWS�Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) Insulation Layer(s) Base or Anchor Sheet Roof Cover System Deck Attach MDP Staggered Center 5 Na. (See Note 1) Type Attach Base Fasteners At Lap Ply Cap (P� Rows(s) W X Y Z SYSTEM DESCRIPTION WITH 2ONE 1(FIELD AREA')BASE SHEET ATTACHMENT:� '' � � , � ' '� ' � �� � Min.15/32- Min.1.5-inch,One prelim. Glasbase;Flexiglas;Flintlastic Flintfast 3 in.Insulation Plates (Optional)BP-AA, SBS-AA, W-3 inch plywood; or more layers,any Base 20;Poly SMS Base;Ultra 4 6 3 6 SBS-AA,SBS-TA or SBS-TA or -97.5 See Note 1 combination A��h Poly SMS Base;Yosemite With FlintFast#12 or#14 APP TA APP-TA SYSTEM W-3�ZONE 2�&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: � � � - � � ' Ultimate Design Wind Speed—V„it(mph) Roof Height Exposure Enclosure (ft) Zone ;. �120 _� 130 � 140._ 150 160 170 "180 X =-Y 2. X Y 2 X�. Y., Z X Y Z �.X Y � ,Z _ X Y Z X Y Z . 2-Perimeters 6 3 6. 6 3 6 6 3� , 6 6 3 6 "6 � 3 . 6 6 3 6 6, 3 _ 6 0<h<30 ' 3-Corners 6 3 6 6 3 6 6 ' 3 6` 6 3 6 6 '3 6 6 3 6 6 3 6 Open 2-Perimeters 6 3 6 6 3 6 6 3 6_ 6 3 6 6 3 6 6 3 6 .6. 3 6 3o<h<40 3-Corners 6• 3 6. 6 3 6 6 3 ' �6� 6 3 6 6 3 6 6 3 6 °6 '3 �". 6' B 2-Perimeters 6 3 6. 6 3 6 6 3 �6 _ 6 3 6 6 3 6 6 3 6 - 6 3�, 6 0<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 Enclosed 2-Perimeters 6 3 , 6 6 3 6 6 ' 3 . 6 6 3 6 6 3 6 ' 6 3 6 .6 3 6 30<h<40 3-Corners 6 3 6 � 6 3 6 6 3.. 6 6 3 6 6 3 6 6 3 6 6 3 •6 2-Perimeters " 6 3 6 6 3 6 , 6' 3 ' 6,� 6 3 6 6 3 ; 6 6 3 6 6,` :' & °'6 0<h<15 - 3-Corners 6 3 6_ 6 3 6 '6 3 6 6 3 6 6 3 6 6 3 6 7 4 � 7 2-Perimeters 6 3 6 6 3 6 6 ' 3 6 _ 6 3 6 �6 3 6 6 3 6 6 3 6 15<h<20 3-Comers 6 3 6 6 3 6 6' 3' 6 6 3 6 6 3 � 6 6 3 6 7�" 4 � '7 C Open 2-Perimeters 6 3 6- 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 . 3 _ 6 20<h<30 3-Corners 6 '3 6 6 3 6 6 . 3 . 6� 6 3 6 `='6 3 6 7 4 7 6� 4_ 6 2-Perimeters 6 3 6 6 3 6 6 3 6� 6 3 6 6 3- ' 6 6 3 6 6 3 6 30<h<40 I 3-Corners 6 3 6 6 3 6 6 3 � 6_ 6 3 6 7 4 7 6 4 6 6 -4 6 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certif(cate of Authorization#9503 Revision 3:Ol/26/2016 Prepared by: Ro6ert Nieminen,PE-59166 Appendix 1,Page 9 of 14 � r���� � � �`' • '''�° `TRiIo�ITY�ERD- TABLE 3(CONTINUED�: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF�OR RECOVER;SYSTEM TYPE D: INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH��X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.�� � Y=MINIMUM�OF STAGGERED CENTER ROWSj Z=MAxIMUM CENTER ROW FASTENER SPACING(INCH O.C.� $YSTEM W-3;ZONE 2&3;PERIMETER&CORNER AREA BASE SHEET ATTACHMENT: � , - _ ' • Ultimate Design Wind Speed—V„��(mph) Exposure Enclosure Roo(ft'ight Zone , °120 130 140 150 160 170 180 'X �Y Z - X Y Z .X Y Z X Y Z X Y Z X Y Z X Y Z 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 0<h<15 — 3-Comers 6 • " 3 6 6 3 6 6 3 6 6 3 6 6 3 ' 6 6 3 6 7 4 �7 2-Perimeters - 6. 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 ' 3 �6 15<h<20 . - 3-Corners 6 3 6 6 3 6 6 3 ' 6. 6 3 6 6 3 ' 6 7 4 7 6 4 6 C Enclosed 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 � 6 20<h<30 — 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 2-Perimeters 6 ' '3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3. . 6 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 7' S 7 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6�. 3 -6 0<h<15 3-Corners 6 3 6 6 3 6 6 3. 6 6 3 6 6 3 6 7 4 7 6 4 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 •6 3 6 6 3 6 6 3 6 15<h<20 3-Corners 6 3 6 • 6 3 6 6 3 6 6 3 6 7 ' 4 . 7 , 6 4 6 7- . 5 7 _ ppe� 2-Perimeters 6 ' 3 6 6 3 6 6 3 6 6 3 6 6 3 � 6 6 3 6 6,- 3 6 20<h<30 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 5 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 '6 6 3 6 6' 3 6 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6 4 6 6 5 6 D 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 �_6. ' 3 6 6 3 6 6 , 3 6 0<h<15 3-Corners 6 3 6 6 3 6 6 3 6 6 3 6 7 4 7 6 4 6 6. 4 �6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 � 6 3 6 6 - 3 6 15<h<20 3-Corners 6 3 6 6 3 6 6 3 '6 6 3 6 `' 6 4 6 6 4 6 6 5 6 Enclosed 2-Perimeters 6 3 6 _ 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 6 3 6 20<h<30 3-Comers 6' 3 6 6 3 6 6 3 6 7 4 7 °6 4 6 6 4 6 6 5 . 6 2-Perimeters 6 3 6 6 3 6 6 3 6 6 3 6 6 3 � 6 6 3 6 7 4 7 30<h<40 3-Corners 6 3 6 6 3 6 6 3 6 6 4 6 6 4 6 6 5 6 6 5 6 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revfsion 3:Ol/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page SO of 14 r.�,�<�'� � � ��f RI(�lll`� E�D. � TABLE 4: WOOD DECKS—NEW CONSTRUCTtON OR REROOF(TEAR-OFF�;SYSTEM TYPE E: NON-INSULATED,ME[HANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH��X=MAXIMUM SIDE LAP FASTEIYER SPACING(INCH O.C.�� ' Y=MINIMUM�1 OF STAGGERED CENTER ROWS;2=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.� ' Base Sheet Roof Cover System Deck Attachment MDP(ps� , No. (See Note i) Base Fasteners At Lap Staggered Center Row(s) Ply Cap W X Y Z SYSTEM�DESCRIPTION WITH ZONE�1(FIELD AREA)BASE SHEET ATTACHMENT: � ' • � � • � � ' 32 ga.,1-5/8-inch dia.tin W 4 Min.19/32-inch Flintlastic SA NailBase caps with 11 ga.annular 2 g 3 8 (Optional)SBS- SBS-SA -60.0 piywood;See Note 1 SA ring shank nails 'SYSTEM W-4)ZONE 2&3)P.ERIMETER&CORNER AREA BASE$HEET ATTACHMENT: � � ^ " � . - � ' " ' ' , � - Ultimate Design Wind Speed—V„ie(mph) Roof Helght Exposure Enclosure (ft� Zone - 120 - 130 �. 140, - I50 -� 160 . 170 180 ;X: ,. Y • ,Z.: X Y Z ,.X � 'y ;.'.; Z. .' X ' Y Z -, X �Y '2 ' X Y Z 'X ' �Y="�, Z 2-Perimeters :i8 = 3 " 8� 8 3 8 8 ` ,3 ' 8 8 3 8 '8 '3 = 8 8 3 8 ' -8 3;- ; 8 0<h<30 — 3-Comers 8 3 8 8 3 8 8 3 ' 8 8 3 8 --7 3 7 6 3 6 5 - 4 5 Open 2-Perimeters a 8., 3 8 8 3 8 ' 8; 3 - 8 8 3 8 '.8 3 � � 8 8 3 8 8 3. . 8 30<h<40 3-Comers -8 3 8 8 3 8 8. ' 3 8 7 3 7 7 3 7 5 4 5 � 5 4 5 g _ - 2-Perimeters ` 8-, 3 8 8 3 8 8 -3 �;. ° 8- 8 3 8 8 3=: �8 8 3 8 8 -3-_. 8 0<h<30 3-Corners �8, 3� 8 8 3 8 8 3 8, 8 3 S 7 3 7 5 3 5 4 ' 3 ` 4 Enclosed 2-Perimeters 8 3 ` 8 8 3 8 �8 3 -8 8 3 8 S ' 3 8 • 8 3 8 8. '3_' 8 30<h<40 3-Carners 8 ` 3 8 8 3 8 : 8 3 8 7 3 7 5 3 5 4 3 4 4 -.3 4 2-Perimeters 8 , 3, 8 8 3 8 8 3 ' 8 8 3 8 8 3 8 8 3 8 -8 .:3,' 8 0<h<15 = - 3-Corners 8� 3 , 8 8 3 8 „8 3 8 7 3 7 ' S .��4 .,5 5 4 5 5'' 'S � �.�5 2-Perfineters S 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 ,8 15<h<20 3-Corners S 3 '8 S 3 8 7 3= 7 6 3 6 ,5 4 5 5 4 5 5 5. 5 C Open 2-Perimeters '� 8 3 8 8 3 8 8 3 `' 8 � 8 3 8 8 3 � S 8 3 8 �7 , 3 � 7 20<h<30 3-Corners `8. 3 - 8 7 3 7 J' `3�' 7 5 4 5 � 5 4 ` 5 5 5 5 4 _ _:5 =4 2-Perimeters -8 3 8 ' 8 3 8 �8 3�, '- 8 8 3 8 ' 8 3 ' S 8 3 8 6 . 3 6 30<h<40 3-Corners .�8' 3 � 8, 7 3 7 '6 3 6 5 4 5 5 �5 , "5 4 5 4 4 �:5 ` 4 Exterfor Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:Ol/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 11 of 14 �'� f.�� �TR�f�II��E��. TABLE 4(CONTINUED�: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF�;SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH�;X=MAXIMUM SIDE[AP FASTENER SPACING(INCH O.C.�; ' Y=MINIMUM#OF STAGGERED CENTER ROWS;2=MAXIMUM CENTER RUW FASTENER SPACING(INCH O.C.) $YSTEM W-4)20NE 2&3;PERIMETER&CORNER AREA BASE$HEET ATTACHMENT:- � -" � � : '- �� Uitimate Design Wind Speed—V��e(mph) Roof Helght Exposure Enclosure (ft� 2one `,.,_320 ' 130 ' � 140 150 160 - , 170 --� �180 X . Y Z X Y Z X Y Z X Y Z X' Y Z X Y Z .X � Y ; 2 2-Perimeters 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 S 3 8 7 3 7 0<h<15 3-Corners 8 3 8. 8 3 8 7 �3 7 6 3 6 4 ,3 � 4 4 3 4 4: `4" 4 2-Perimeters .8 " 3 8 8 3 8 8 �3-, 8 8 3 S �8 3� 8, ' 7 3 7 5 . 3 _5 15<h<20 3-Corners ,S 3 8 8 3 8 7 •3 ' _ 7 ; 5 3 5 `_ 4, 3 ' 4 4 3 4 � 4�� �4 -: -4 . C Enclosed 2-Perimeters 8 ' - 3 8 8 3 8 8 3' S � 8 3 8 `7 3 � 7 7 3 7 5�', . 3 . 5 ' 20<h<30 3-Corners 8 -3 S , 7 3 7 6 3 6, 4 3 4 _4 3 4 4 4 4 4 5 4 2-Perimeters , 8'� . 3 8 8 3 8 8 „-:3; • 8 8 3 8 � 7' 3, 7 , 5 3 5 4 ' �3 . °'4 ti. 30<h<40 - 3-Corners 8 '3� 8 7 3 7 -5 ��3 _= 5� 4 3 4 `�4 4 ` 4 4 4 4 4'; .5 4 2-Perimeters 8 � 3 8 = 8 3 8 8� •3 8 8 3 8 8 3 8 . 8 3 8 6 ' 3 -� ,6 0<h<15 3-Corners ' 8 ' 3 , 8 ' 7 3 7 �6 3 6 5 4 5 �5 , 5 5 4 5 4 4 ` -5 '� 4 2-Perimeters S 3 8 8 3 8 8 �3 � 8 8 3 8 .8 3 8 8 3 8 5 3 5 , 15<h<20 3-Corners ' S 3 8 7 3 7 6 ,4,r. 6 5 4 5 =5 5 : 5 4 5 4 4 .; .S 4 Open 2-Perimeters ` 8' 3 8 8 3 8 8 '3 - 8 8 3 8 8' 3 8 ' 6 3 6 6 4 _'6 20<h<30 - � 3-Comers 8 . 3 8 6 3 6 5 4` 5- 5 4 5 5 5 5 4 5 4 4 •5 . 4 2-Perimeters " '8 3 � ' 8 8 3 8 8 3 S _ 8 3 8 8 3 8 ' 7 4 7 6" �4 ',6 30<h<40 I 3-Corners 7 3 7 6 4 6 5 4 � 5 5 5 5 4 5 4 4 5 4 �4 6 4 D - , 2-Perimeters S ,3 . 8.-. 8 3 8 8 3 - 8 8 3 8 �7 - 3 . 7 5 3 5 4 ^ ,3° : 4 ' ' 0<h<15 3-Corners � 8 3 . 8 ' 7 3 7 5 `3 � 5. 4 3 4 . 4 3 4 4 4 4 `4_ � 'S�' 4 2-Perimeters 8 3' 8 8 3 8 8 3� 8'- 8 3 8 7 3 7 4 3 4 4 ' 3 4 15<h<20 3-Corners 8 . 3 8 7 3 7 6 3 � 6 . 5 3 5 4� 4 `' 4 . 4 5 4 4 ' S , ,4 Enclosed 2-Perimeters 8 3 8 8 3 8 8 3- �8 7 3 7 5 3 5 4 3 4 4 ' 3 4 20<h<30 3-Corners 7' '`3 7 5 3 5 4 3 4 4 3 4 .-4 4 �4 4 5 4 4' 6 " 4 2-Perimeters 8 3 8 8 3 8 8 ' 3 8 7 3 7 4 3 4 4 3 4 � - ' 30<h<40 N/A 3-Corners 7 3 7 4 3 4 4 :3� 4 4 4 4 4 5 . 4 4 5 4 . Exterfor Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#9503 Revision 3:Ol/26/2016 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 12 of 14 t� � �Po�IeI���E��. . TABLE 5: WOOD DECKS—NEW CONSTRUCiION OR REROOF(TEAR-OFF�;SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENCIATURE: W=MINIMUM SIDE LAP W IDTH(INCH��X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.�; � Y=MINIMUM#OF STAGGERED CENTER ROWS�Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.� Base Sheet RoofCover System Deck Attachment MDP(psf} No. (See Note 1) Base Fasteners At Lap Staggered Center Row(s) Ply Cap W X Y 2 SYSTEM DESCRIPTION WITH ZONE.1(FIELD AREA)BASE SHEETATTACHIVIENT: ,. ' � � ' • • � Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia. BP-AA,SBS-AA, Min.19/32-inch SBS-AA,SBS-TA W-5 Base 20;Poly SMS Base;Ultra tin caps with 11 ga. 4 8 3 8 SBS-TA or APP- -60.0 plywood;See Note 1 poly SMS Base;Yosemite annular ring shank nails TA or APP-TA SYSTEM W-5�20NE 2&3j PERIMEfER&CORNER AREA BASE$HEET ATTACHMENT: - _ ' _ _ - ` _ - , � � � Ultimate Design Wind Speed-V„is(mph) Roof Height Exposure Enclosure (ft) Zone . 120 130 140 . , 150 160` 170 180 °'• `X -'Y Z X Y Z � X .. Y_= Z X Y 2 `=:X ' Y . Z - X Y 2 'X� Y�_..;=Z 2-Perimeters -8- - '3 8 8 3 8 8 . 3 " • 8 8 3 8 8 3 8' 8 3 8 8 .3' .' 8� 0<h<30 - - 3-Corners 8- 3 8 8 3 8 8 ' 3 " 8 8 3 8 7 • 3 7 6 3 6 5 -4� ,_5 Open 2-Perimeters ,8 3 8 8 3 8 8 3 . S - 8 3 8 8 3 8 8 3 8 8 : � 3 8 30<h<40 3-Corners 8 .. . 3• 8 8 3 8 8 , :3 . .8 . 7 3 7 6 3 . -6 5 3 5 5 , A 5• g °, -. , , 2-Perimeters ' 8;� _.3 8 8 3 8 8 3 8 8 3 8 8 3 .''-8' 8 3 8- 8.. 3� � 8 , 0<h<30 . j 3-Corners =8 ' 3 8 8 3 8 8 3 ' 8 ' 7 3 7 6 • 3 6 � 6 3 6 ' 4 - 3 4 Enclosed � 2-Perimeters 8 3 8 8 3 8 8 , 3 8 8 3 8 8 3 8- 8 3 8 7 3 7 30<h<40 3-Comers 8 _ 3 8 8 3 8 8 3- 8 7 3 7 6 3 6 4 3 4 4 - 3 4 2-Perimeters S 3 8 . 8 3 8 8 � •�3 8 8 3 8 ,8 3 " 8. 8 3 8 '8 ` - 3- �8 0<h<15 � 3-Corners 8 ` � 3 8 8 3 8 7„ y '3' . 7 6 3 6 ` 5• 3 LLS : 5 4 5 4 '4'=' _4 2-Perimeters 8. . 3 8 8 3 S S 3` .� 8 8 3 8 8 , 3 8� 8 3 8 8. '� 3 � 8 15<h<20 � - 3-Corners 8 �°3 8 8 3 8 7 3 . 7 6 3 6 5 4 5 5 4 5 4 � 5 4 C Open 2-Perimeters 8 - 3 8 8 3 8 8 3 8 8 3 8 8 3 8 8 3 8 7 3 7 20<h<30 - 3-Corners 8 ',` 3 8 7 3 7 6� = 3 6. 5 3 5 5 . 4 - `5 5 5 5 � 4- 5 ,;'_4 , 2-Perimeters 8 3 ' 8 8 3 8 8 "'3 8 ' 8 3 8 �8' 3 ', 8- 8 3 8 � 7 3 ' �7 30<h<40 3-Corners 8" � 3 8 7 3 7 6 ' 3 6 5 4 5 5 5 ,.5 " 4 5 4 4 5 . 4 � Exterlor Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization p9503 Revision 3:Ol/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 13 of 14 I � �,��--� - � j�_., � sf RI(�9��I E�� TABLE 5(CONTINUED�: WOOD DECKS—NEW CO(dSTRUCTION OR REROOF(TEAR-OFF�;SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER NOMENLLATURE: W=MINIMUM SIDE LAP WIDTH(INCH��X=MAXIMUM SIDE LAP FASTENER SPACING(INCH O.C.�; . Y=MINIMUM#OF STAGGERED CENTER ROWS�Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.J SYSTEM W-5;ZONE 2�&3�PERIMETER&CORNER AREA BASESHEETATTACHMENT: - , ' - , _ � � , � �- , ` Ultfmate Design Wind Speed—V„n(mph) Roof Height . Ezposure Enclosure �ft� 2one . 120 � ' 130 ' _ SAO -_ - 150 160 _ 170 - - 180 .'; �X Y � Z' X Y Z ,X' . Y . .Z. X Y Z X =' Y ' . Z X Y Z X -Y � Z 2-Perimeters 8 3 8 8 3 8 8 3 ' 8_ 8 3 8 8 3 � 8 8 3 8 7 � Y 3 .� -7 0<h<15 3-Corners ' S � 3 8 8 3 8 7 ' 3 ,7 6 3 6 5 ' 3 5 4 3 4 � 4 4 4�. 2-Perimeters 8 3 - 8 8 3 8 8 3 8 . 8 3 8 8 3 8 7 3 7 '6 3 _ 6 15<h<20 3-Corners : 8 3 8 8 3 8 7 3'�• 7 6 3 6 4 3 4 4 3 4 �.4 " 4 � 4� C Enclosed - 2-Perimeters 8 , 3 8 8 3 8 8 3 ' 8: 8 3 8 7 3 7` 7 3 7 ` 6 3 _ 6 20<h<30 3-Comers 8 ' 3 8 7 3 7 6 3 6 5 3 5 4' 3 4 4 4 4 4 5 4 2-Perimeters ' 8 . 3 8• 8 3 8 8 3 �8' ' 8 3 8 �7 ' 3 7 6 3 6 ` 5 ..3 5 30<h<40 3-Corners 8_ _ 3 8 7 3 7 . 6 3 '6 4 3 4 � 4� 3 4 4 4 4 ' 4 5. :4 2-Perimeters S "3 , 8 8 3 8 8 � .3' ' S 8 3 8 8 3 S.� 8 3 8 '.;7•= ''�3� , 7 0<h<15 3-Camers 8 3 8 7 3 7 6 3, 6 5 4 5 5 � 4 5 4 5 4 4 5' , 4 2-Perimeters 8 ' 3 " 8 8 3 8 8 3 8 8 3 8 �• 8� 3 8 8 3 8 7 - 3 7 15<h<20 3-Corners •8 3 8 7 3 7 6 ',3 6 , 5 4 5 -5 5 5 4 5 4 4 , 6 �:4 Open 2-Perimeters � 8 3 8 � 8 3 8 8 . 3 '. .8' 8 3 8 .8 � 3 8 ° 7 3 7 6 � 4- . 6 20<h<30 3-Corners 7 3 7 6 3 6 .�5 4 ' S 5 4 5 5. 6 • 5 4 6 4 4 6 4 2-Perimeters , 8 3 S 8 3 8 8 3 8 8 3 8 8 3 . 8 7 4 7 6 '. 4 6 30<h<40 3-Corners ' 7 3 7 6 3 6 5 4 5 4 4 4 4 5� 4 4 6 4 , N/A �' D 2-Perimeters 8 • 3 8 ,„ 8 3 S S 3 8 8 3 8 7 3 , '7 6 3 6 ' S _;3 � , 5 0<h<15 3-Comers -8-. � 3 8 7 3 7 6 3 6 4 3 4 4 3 4 4 4 4 :"4 . ' S� ,`4 2-Perimeters ' 8. 3 8 8 3 8 8 3 8� 8 3 8 7 3� ' 7� 6 3 6 4 3 4 15<h<20 3-Corners 8 3 8 7 3 7 6 3 6 5 3 5 4 4 4 4 5 4 4 5 4 Enclosed 2-Perimeters 8 3 8 8 3 S "8 3' 8 7 3 7 6 3 � 6 5 3 5 4 •3 . 4 20<h<30 3-Corners 7 3 7 6 3 6 4 3= -4 4 3 4 4 4 ' 4 _ 4 5 4 �4 ' 6 < � 4 2-Perimeters 8 3 8 8 3 8 8 3 '8 7 3 7 6 3 6 , 4 3 4 � ' � 30<h<40 - . N/A 3-Corners 7 3 7 6 3 6 �4� 3 4 4 4 4 � 4 5 4 4 5 4 - � Exterior Research and Design,ILC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 Certificate of Authorization#19503 Revision 3:OS/26/2016 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 14 of 14 State Gertified�CCC'1328205 �hane:��tQ.='��.l�-R��� - ��4�4-��i�-����� + �;✓ �'rr�ai�:�1��'�ofi'2�'9glIC@�ol.�tb� #I �� dJcensed Q t�oaded�lrrsarred FrEe 9nspec�ions&�s#imates Reside�tvaT��ommercial a.�!!Roafi F'ypes Jeremy Hooks � 3CiYearsEuperience David Lycans �813} 312-4895 �" . �:.�� ��'.`��-��t��#i�+���.A+�or� (813} $29-5059 PROPOSAL SUBMt��Q TO ��lORKElJ TO BE PERFORM�DA i t�ame 1� Qt'zc'"� ,��'�'�t�+G�i�"► ��'treet .&,?.�v�-U- � S�r��t ,i c�3' ��'' S�. City Git�,� �ZY�Li 1.�����5 Staie Zip �ate �L..� �ip 3,�S��C� Ownar of Praparty Phon��lurnber �j�'7�Ct'" !�L�..� Fa. Phor�e I�urr�ber �ax 4�1e�e�e�y prc�pose to;�rnist� af#ihe�raate;ials-anci�er#crrrr�afl fhe 1a#�oc n�c�ssan�rc�r the comple�or�of: o � i�Remove existing shingl�roof (�epiace bad fiascia�oards ai� � per��aot �;Y�emove e�s�irsg built�n root �1nst�l€ feefi of rsdge vents ,,t�''u.ry-in v��ith �-i�. �J. ,�Y,�}�.l.�h�,,, �tnstaft modirted�itimen(granulated}iarch do►�rn roofing � �stali neU�galvanized vatiey�eiai t�(acic,ti�hsre ar oth�r coiar � �nstall ne��r!ea@ f�oo4s Cl lns�ll 25 yr.fungus r�sis�a�tt 3-tab shingles Cl lnsiall new�e:�hausL vents t�ins�fl 3D yr.fungus�esis��ni dimensianai s�tingtzs �fall nes=�tlrip edge, catar Q ShingEs mar�triacture: color C3 Install new ftashing as needed C3 lnstalJ i PQ,white rubberiZed roQsi,�g membrane � ,I�'�e�lace#�ty�^dood a#� ��� �� per shee� ,�e`{}fher: ..�f�s��;.11 �,o�' �"cfs�•�? r»'? .�e�air rotten tn�sses at� S i Q`�J per foo# F'o�" l'oo� �`i� .,rrloc�i't:'�G�a v? s��e°�S' -Wooct4vorEc is�n additional charg�,ses pricing above ����� �;���'��r� if�r` ��'�� �t�1"s ; �/'U_j a vt i'�iS��l� s�] � C'�re.�l eCJ�t; All msterial is guaranteed to be as specified,and the above work is ta be psrformed is accordance with ih�drawinas and specifica- �r� .�, Yians submittec!for at�oue�ork and cortpieted in a substanYial worlcrnan3ilce�rtanner�or�he surn oi� ����rs'`�t �r... writh payments to be made as follotrvs. P��ii'�2ei�'z�i�G �T��€d9� t9���6'��l�[HO�4, 1�6����5 t��F��§'�'Je�G Y�+�'���l. ������2�€. 2 Cr�dit cards accepted,adcii�onal 2.8a10 ch�rge. I Any alteraUon or deviation trom ahnva spedlicatlons invp{ving e�ra costs tieill x �,��,,,� � be szecuted oniy upott vrrittan ard5[s.an@:dES bscome an ex#ra charge o�er and ',�/+�=1`ia`'� above She eSUmate.Aii agreemenis con6ngent upon strikes,acxidstrts or detays O ' edA ent I r es beyond dur controi.O�mer tp Csrry Tira,tamado end oth81'necessary insurance 9 i unona�o,rov�ortc.v�orr.ers�compensaUanandPublicLiab�llyInsurancsaoabove �!ote: This proposai may be �Mithdra�run by us if not accepi�d ' ivor�;ta bs taken nut by Raofng Goniraciar_ ti�rrthin �Q days. Ctien�gives permission to drive on drirrev�ay to defiver rna�erials. ACCEPTRRlGE�F PFi�POS�1L i "fhe ebove prices,s� iiications and condi'Qns are saiisfactory and are hereby accepted.You are authorized to do the work as i� spec�fied.l have r #�e bactc oi this Prop �aUConeract,�,rhich c�ntaEns Flarida Statues 7i 3.40�-713.37.Payment uuili be made as i ' outiined ab ve. 1�pt � . Signa�ure Date /� Signa4ure � ��C�: �`� .�t�l� 'c.�� �t�!'. �,���- rc��� .� , �-� 5��� '��-� �'�`�7, i �,��c.� � �-c�fs�"� � .�, I �'(� '� 97 � s o ��